SW8000536_APPROVED PLANS_20080131

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8rms;3(2)
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I08 d ( 3I
YYYYMMDD

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1�
LONGLEAF A4ALL
HARRIS TEETER & RETAIL ADDITION CID
WILMINGTON , NORTH CAROLINA
W ZIMMER DEVELOPMENT' LLC .
W
H Ill PRINCESS STREET
WILMINGTON NC 28402
S HEET INDEX
SHEET C0.1 GENERAL SITE NOTES UTILITY CONTACTS PROJECT TEAM
SHEET C0.2 EXISTING CONDITIONS/DEMOLITION PLAN �Lb gN� °
SHEET C0.3 HARRIS TEETER EXISTING CONDITIONS/DEMO 1
y
SHEET C0.4 HARRIS TEETER EXISTING CONDITIONS/DEMO 2 ELECTRICAL SERVICE: DEVELOPERS:
SHEET C1.0 OVERALL LAYOUT
PROGRESS ENERGY ZP N0. 73, LLC.
SHEET C 1.0.1 RABBIS TEETER SITE PLAN LAYOUT 5700 HOLLY HEL ROAD
111 PRINCESS STREET
SHEET C2.0 OVERALL GRADING PLAN CASTLE HAYNE,NC 28429 WILMINGTON, NC 28402
SHEET C2.0.1 HARRIS TEETER GRADING PLAN ATTN:910-350-34 JEREMY GARDEN 910-76
32 ADAM TUCKER,
°
34KER, PROJECT MANAGER
„d SHEET C2.1.2 HARRIS TEETER INFILTRATION TRENCH PLAN TELEPHONE SERVICE:
�+ SHEET C2.1.3 RABBIS TEETER INFILTRATION TRENCH 3 PLAN H
CIVIL ENGINEER /LANDSCAPE ARCHITECT:
f ' B
►,• SHEET C2.1.4 RABBIS TEETER INFILTRATION TRENCH 4 PLAN G�EN 3809 S 809 SHIPYARD BLVD. CHAS H. SELLS, INC.
SHEET C2.1.5 INFILTRATION TRENCH DETAILS WILMINGTON,NC 28403 15401 WESTON PARKWAY, SUITE 100 °
SHEET C2.1.6 INFILTRATION TRENCH DRAINAGE AREA ATTN: MR.STEVE DAYVAULT CARY, NC 27513 �
C SHEET C2.2 OVERALL SEDIMENT & EROSION CONTROL PLAN 910-392-8844 919-678-0035
SHEET C2.2.1 HARRIS TEETER SEDIMENT &EROSION CONTROL PLAN ED TANG, P.E. PROJECT MANAGER
NATURAL GAS: a
VA �. SHEET C6.0 OVERALL UTILITY PLAN z
C`ggc4de � NORTH CAROLINA NATURAL GAS COMPANY RETAIL ARCHITECT: �
Sf to SHEET C6.0.1 HARRIS TEETER UTILITY PLAN 347 MILITARY CUTOFF ROAD cc
V SHEET C9.0.1 SITE DETAILS WILMINGTON,NC 28405 LS3P
8 SHEET C9.1.1 WATER DETAILS ATTN: MS. MARY HARTSELL 434 FAYETTEVILLE STREET, SUITE 1700
910-350-2242 RALEIG27 0 27601
919-829-27 0
SHEET C9.1.2 WATER DETAILS
0 ti
SHEET C9.1.3 WATER DETAILS WATER & SEWER SERVICE: DOUGLAS DORNEY, AIA, PROJECT MANAGER R
SHEET C9.2.1 SEWER DETAILS CITY OF WILMINGTON ENGINEERING DEPARTMENTa
HARRIS TEETER ARCHITECT:
SHEET C9.2.2 SEWER DETAILS 305 CHESTNUT STREET
o WILMINGTON,NC 28401 BONDURANT ASSOC.
OQ SHEET C9.2.3 SEWER DETAILS ATTN: MR. JIM BONSER 444 CRAW FORD STREET SUITE 300
SHEET C9.3.1 STORM WATER DETAILS 910-343-3977
SHEET C9.3.2 STORM WATER DETAILS �G�t�N v' PORTSMOUTH, VA 23704\757-398-0683
DENIS GRILLO o
SHEET C9.4.1 EROSION CONTROL DETAILS
VICINITY MAP - NOT TO SCALE SHEET C9.4.2 EROSION CONTROL DETAILS
u
SHEETLI. LANDSCAPE PLANSUBMITTAL DATES
SHEET Ll.I LANDSCAPE DETAILS
W10/26/07 - NCDENR - STORMWATER z O
F..' 11/27/07 - NCDENR - STORMWATER REVISION
O 01/30/08 - NCDENR - STORMWATER REVIS1019
DESIGNERS CERTIFICATION OWNER'S/DEVELOPER'S CERTIFICATION � ` •`°r4� APPRpVE
,
"I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH "I/WE HEREBY CERTIFY THAT ANY CLEARING; GRADING, CONSTRUCTION OR NORTH CARQUNA ENViRONM NIA!
P4 THE LATEST WILMINGTON STANDARDS AND SPECIFICATIONS FOR STORM WATER DEVELOPMENT, OR ALL OF THESE,WILL BE DONE PURSUANT TO THIS PLAN AND THAT - a ZMnRISSiON
�m MANAGEI�� ` �IITY
MANAGEMENT AND CHAPTER 20 OF THE CODE OF ORDINANCES OF THE CITY OF THE APPLICABLE STORMWATER MANAGEMENT CONDITIONS AND REQUIREMENTS OF rLL
WILMINGTON." THE CITY OF WILMINGTON, THE STATE OF NORTH CAROLINA AND THE FEDERAL fi wf< pIuISIQN QF HM�� y
GOVERNMENT AND ITS AGENCIES ARE HEREBY MADE PART OF THIS PLAN."
SIGNATURE f
SIGNATURE:
PRINTED NAME AND LE- 3 200E 61 o z
PRINTED NAME AND TITLE:
DATE: D REGISTRATIO NUMBER:
DATE:
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Deed Book 2014 Page 923 / / /' \ /f
_ R08118-005-014-007 /
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PP \ �Y {p PROJECT R:07-4030 DATE:01/30/08
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YWCA a, d L R� 1. EXISTING CONDITIONS SURVEY PROVIDED BY WALTERCAVEDO, PLS. TITLE R08119-008-011-0DO c\ t f
engemmsEp / zan"• ReeidnBd c %gvt 2. EXISTING SHOPPING CENTER IS DEVELOPED AND THE CITY OF OVERALL
°wn ar / v
"�► �\�co 814�bec \ WILMINGTON APPROVED A SITE PLAN MODIFICATION DATED SEPTEMBER GRAPHIC SCALE EXISTING
me Sao Yt7 2000. TO ADD A HOME PLACE STORE WHICH WAS NEVER CONSTRUCTED. 0 50 100 200 CONDITIONS
,.�„" "r.� \ /- BASED ON ENGINEERS SITE VISIT AND SURVEY, THE UNDER GROUND
UTILITIES WERE CONSTRUCTED PER THE APPROVED PLANS. SHEE1.
,wm,,,,,,"".p /�/' 3. LIGHT POLE LOCATIONS IN MAIN PARKING AREA WERE FIELD ( IN FEET )
"'"1e-0-400
DETERMINED BY CHS, CONTRACTOR TO CONFIRM LOCATIONS BEFORE 1 inch = 100 ft. CO2
.2031 ' yr.ae, �! CONSTRUCTION AND REPORT DISCREPANCIES TO ENGINEER.
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■ 4 M I V L Y A .9' `� '
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■ I LIGHT POLE OWNER TOi COORDINATE I BY EASTWII T NGIINEERING. $ ° � / �,' s
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♦ NEW WATER LINE CONSTRUCTION �OQ OHO ,®� ®®' � ' Q O ►�
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Debra Lynne Cox
O � \ � � �®�• '/ ' ' � REVISIONS
'c�a �1 t ��O�E EXIS G F.H. `rr...�� f �, �.�' ,o'' �� R06115- 008- 006 - 0 0
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c1' 6 1�� 060 tie '' ''' HARRIS TEETER
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�4'�, PROJECT DATA � ,:� 00 00
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9
'`� DEED BOOK 1274, PAGE 1154 ~ ° U
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WILM NGTON, NC
LVD �/ 1 • � 3
/ a EXISTING ZONING: RB-REGIONAL BUSINESS
MAXIMUM BUILDING HEIGHT: 1 STORY, 35 FEET
LAND USE: COMMERCIAL rT,
BUILDING SETBACKS: FRONT=25' '^ •
REAR=25' V 1
SIDE=20'
Avow sAubw
EXISTING SITE CONDITIONS: f^; •
EXISTING IMPERVIOUS AREA: •
m j BUILDING 201,379 SF 4.623 AC
PARKING 7 SF Orin S DEWALK 30,040 SF 16.759 AC
--- J e
EXISTING PERVIOUS 134,425 SF 3.086 AC
TOTAL SITE 1,096,093 SF 25.163 AC
New Honorer Co. Bd of Education o 0
j ( � � I I i+ " /,/�, ` �� ����•..� Ro6114-oat-oat-000 EXISTING /o IMPERVIOUS: 87.7 /o
Schad
Z` PROPOSED SITE CONDITIONS:
PROPOSED IMPERVIOUS AREA:
` �` w�� BUILDING 264,743 SF 6.078 AC
Amalie r + \ \ PARKING 736,233 SF 10.832 AC
d SIDEWALK 36,233 SF 0.832 AC
Jiv 1+ \ '` X�`til` - PROPOSED PERVIOUS 77,770 SF 1.785 AC
o i ow t�f IT( iT{1l Tl l
TOTAL 1,096,093 SF 25.163 AC
�� ~� �. ._ �-.
q a �� /o IMPERVIOUS: /o PROPOSED S: 92.9
- � $ v � Tarr• / / � T` o o
NEWHARRISTEETER 52,157SFr ...
______.� ._.��.f___ , — i ( j / un u• - '-- NEW RETAIL BUILDING= 11,207 SF v ers
Sur.' iI !
Red Bird Road - S.R. 2307 / `� " �` >`✓
so'1 uAffc Right-oP--Nay EXISTING PARKING SPACES: 1246
/ �i PROPOSED PARKING SPACES: 1250 _
One Itory
DING CITY OF WILMINGTON MINIMUM PARKING: 821 SPACES RELEASED FOR
Block ZCMW(NOT INCLZ ED
{ ) % MAXIMUM PARKING: 1,435 SPACES CONSTRUCTION
11101
ZP No. 142 LLC /
tP Long Lesf Mali Subbdirieton
z Book 4919 Page 2950 ,�.•'r' _
i I / (�I ,yet \ R� Shipyard
0003 000 Long Leaf Mall Barking Table �
j i i c m ALI / C_J / ''EI Zonkp: RB �•�/' '�"� - � CI of Wilmington Requiremehfs O
m$ 4 ,I I� / IRr- ,�•r User at Method max Method min
s $ �w �]— '�n s _ per _ Per 400 sf 222 �q
d N \\ �1�}} / o1N Cs Old Time Pottery 68,995 1 r 200 sf 445 1
Ie i j W I HAP" TI
I Ye Monkey,los's- 12,420 1 I per 200 sf 62 1 per 400 sf_ i 31 p
F ~ — _v
{Iq a$ I ' 114 l I I ta• �` / rcl i 'r/'� Pets Pius - 4,450 1 per 200 st -22 1 per 400 sf j 11
GdI Gym, 14,700 1 per 225 sf 65 1 per 400 sf O
b
G GOI+DeS GYM \� Hair Shop 1,200 t per 225 sf 5 .__.1 r 400 sf `1 y
�.
Bridgestone/F25tone 7,500 t per 400 sf { 19 1 per 400 sf 'j 19
U1 ! — — , arr % ` CINtSTRUC Cleaners_ _ _ 3,200 W 1 per 225 sf 14 1 per 400 sf 8 N
r./
\ \������\ Odds&Ends ' 800� 1 per 200 sf 4 —W- 1 per 400 sf 1 _ ,2 a
I ( ICkle>� L fa`7I_ v ` `\ `\ / �,� Chinese Restaurant 5,600 1 per 65 sf 86 1 per 85 sf 70 O U 8
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Mail/ShiStore— 1,000 1 per 500 sf 4 - 2 1 per 500 sf � �Tl
r^ ` e / Shoe Shop 492 - 1 per 225 sf 2 1 per 400 t I 1 0 l !eel�ee' O 3
Vt Z.._
I H P `may- / / / /�.� Hollywood Cinema Grill 10,988 1 per 65 sf �160 1 per 80 sf 130 zo aI
HAI
I 5 g b ■ ! I I " wre ;Q �'' (� r f Mel Tootoo Catering 2,100 1 per 225 sf _ 9 1 per 80 sf26,
111 Rir _ _ _
! a N a° ' .tom }- - / r r / / Existing Teeter Space 40,000 1 �` Ie�l
! 8 a I �� ` / g P Per 200 sf 200� 1 per 400 sf 100 ; 4
I(
1 i m xk, i < / New Hams Teeter 52,157 1 i M _ per 200 sf per II at
31 0 O
m N r / / I' New Retail 1 11,207 �
>, g y t ;�,q;� r �� e•� per 200 sf v 56 1 per 400 sf _ 28Y
xim Mal
R06115-001 Y011 000
Zoning: Residential Total Parkin Required 1,413 821 Parking Provided --'-' "� � 1,250 ok-falls between min and nia:c
�. All Christy Rhea
I 1 `ti
Ra611s-ooa-Ws-o00 �-
REVISIONS
! � �\ - � // 1,/ ✓r /,,' / / s� RseWential � ,q6� O
I \\\ •r o! � / O r �`e r �' .�'� Debra Lynne Cox �' , ♦ \� NOTES:
i ' \ G♦�\„ / ,�/ Ro6115-006-006-000 .11
Zoning: Residential1.,�-� �o\'� ♦ q
REDEVELOPED
O EA IS FOR THE ADDITION
THE HARR S TEETERON Y AND RETAILSHOP ADDITION.
' tI Cash Lyell C ,/ .e S� ♦ Z
y�•a \ 1\ 2. SITE IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN
Ro6115-o08 0007-000
�I `` ` Tract 1 m ♦ / �/ e o a r' \ +�•�' H
zoning: ReddenUal /''r
1 KNSPY KREME DONUT t �,�' / - / ti i �♦ \ ti PER FIRM MAP PANEL 370171 0005 C.
't Janaory lath LLC \ ,o• �' /e t ,,✓f
Tracts One and Two y / / T
� Deed Book zou Page 9za '' � \ � 3. NO CAMA AEC AREAS EXIST ON SITE.
R05118-005-014-007
1 Zoning: GO / /'/r/ �`/ �' Roberts Eudie �= ' / r°
' R06115-000-011-000 o�� \ � 4. CAMA LAND USE PLAN DESIGNATION IS URBAN. 4b�� PROlECT8:074030 DATE:O1/30Po8
Zoning•.Residential Ga�.\`,.� \ \ �� w„ °,p r
\Qo \ \\� i e / .' 5. USGS SOILS SURVEY INDICATES TYPE "BE" SOIL '3 DRA�NSY:Irtz cl�cicEDsx:ET
`a \ yy
r'�' YWCA p� ti iti I's�ellO ` TITL
6. THE SITE IS NOT A LOCAL STATE OR FEDERALLY
/ Ito6na-o6e-011-000 r P if d /�R t cz
try /p r'�y zonng Residential �\ '\ �ir \,ot RECOGNIZED ARCHEOLOGICAL SITE.
GRAPHIC SCALE
% �!y vu \ 7. SITE WAS PREVIOUSLY DEVELOPED AS SHOPPING OVERALL LAYOUTr,r 1 CENTER. 0 50 too 20o
8. PREVIOUS CITY OF WILMINGTON APPROVAL SEPTEMBER s SHEET
13, 2000 FOR A SIMILAR RENOVATION WAS NEVER a&I C100
. 100 ft.IN FEET
CONSTRUCTED
r � 1 inch = u
amps s i � i

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■ i 1�7 T II
% TIE INTO EXISTING SIDEWALK `° M I T "
WITH RAMP IF NEEDED 'g Zoo. N DENO NEW ISLAND � X =�
■ -----� c — ram,
■ : : - 9 W 2' CURB & (_ w •
■ STAND BY ENTRY I
■ RA�1S ORMER GENERATOR PAD ° UTTER (TYP)
I i j i SWITCH GEAR PAD BY HT VENDOR a
■� i 3 WIDE DETECTABLE a_'•.° 0 <ss s14
FIRE RISER ROOM S P A ?s. +
s SAWCUT CI), •
■ ! WARNING SURFACE /`EX. PAVEMENT'
SHOPPING CAR/oe� /o `�
■ IN ACCORDANCE N �'
■ I ! g WITH ADA STDS. OSS WALK N CORRAL (9YP)�,s�1ry�,�ry �°%s� �
■ i COMPACTOR PAD J ° �,° -A
■ ( i I BY HT VENDOR ";
71C
■ 18 (n 0 9 / R 39. a g ��}V "e
4,1
2 GENERATOR PAD( Y HT VENDOR)
TRUCK DOCK j ♦
■ ( WHFFI ST�PSI H AR R I S 16 4 F 11
o : a
I---- TEETER
■ i I BRICK AT ENTRY I M AREA F OVERLY
■ I I "' 52,610 sf TO BE PER ARCH. 9 ° c� N AN REBU
■ ; PLAN ENTRY ♦ P / ..
■ ( WI 4G1 PARCEL PICK UP 35.5' \ 1 N. l fq "Te SNc \\\ ,,,✓ '� f <<sR
■ � , t n o o- o STRIPING PER HT o ,w ♦ ) .�i' , re �� C°o�°
■ AEI ESMT e s s \\ ♦ fie `
■ D9 3. iF'G °—° °—° ASPHALT FLUSH , 17 �� N �o' ��\\ ♦ r y r
■ �' ` x f o o DSD RAMP WITH CONCRETE I R3 i+,cne,
■ j` a END CURB WITH z I M ,� ✓ 0 .
4 WHHITE l
■ ccti `r■ TION I �e NTAPER TRANSI 2 CURB STRIVING ; ✓ ?yfin
F
/J%t
■ r � " ` f ;° ��° & GUTTER #
■ ^� RELEASED FOR
` - F WHITE STRI ING L . ,. EX, UMP R
FOR TRUCK ELL CONSTRUCTION
RE
61
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♦� '< / 1a3' 01
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♦� t � `� END EX. ESMT � G N
BEGIN NEW ESMT 24' la's aosz49
♦ ' ;Cj�,B 95 ♦'
♦ &cGUTTE FUTU HT O .E z ! ' � �j
t 8 � EX. SIGN ' ' s r �� f' U
♦ 4 . e� k EXPANSION AREA N 6 i Rom' �� TO REMAIN /r�♦y, . ✓ r � ��}. \ �°'� ✓ � � ^ a -.�
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♦ AREA P� P 01 s �o y�� MATCH EX. �kJfRB a 'n z
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♦ t:6° 5' DRIVE THRU �c s P � •� 6, $oy ♦1 4 _ _ — �� r' u �
♦ .* `t ,4, , � fic,�P�P �'C P� % � / / /n ✓ ,,�,�* �� l� �� `° ��`� � ✓' 1(�a9r•' � 11 W L�. ,.A/
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\\ STOP BAR •` / / / /mac r ���� y� r
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WHEJFL/ SIT\ 10,
o� / ° ® f ,/ REVISIONS
\ A41,
O ♦ _ R'2 = A,�;` t 2Fg ✓rho
7.
f ✓ REM
oT 401
loop
e
Z ` � y� / \ \ 9�� PROJECT#:07-4030 DATE:01/30/08
CURB & GUTTE ,® �� i' \ 4
NOTES: �'�°' DRAWN BY:MZ CHECKED BY:ET
�' ! �� �� ✓ t. 1. EX. VEGETATION TO BE SAVED WHERE POSSIBLE. TITLE
` ,'" ✓' ti 2. ACCESS TO SHOPPING CENTER AND MCDONALD'S RABBIS TEETER
SHALL BE MAINTAINED AT ALL TIMES DURING GRAPHIC SCALE
/ '° �� CONSTRUCTION. 0 15 30 60 " SITE PLAN LAYOUT
%'✓ /r �� + � / 3. CONTRACTOR TO COORDINATE WITH OWNER AND sTiEET
TENANTS..
IN
L inch FEET 30 ) ft. C 1 •O . I
IAV
7 71717Z7
7777
I Il,,G r /

\ 8 � N
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\ \ \ kr) 3
/ \j rr r2
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1 Ii I Ory New Hanover Co. Bd of Education
R06114-001-001-WO
f I ';I I • �'\\ Traffic ``- .,`� Scholl
Coat -... p Zoning: O & 1
a
Interact
i ! ;irk xx ,,,,. ) 1 -'+b,� `-.� �.. ` '^-•`�'^�...,,,
i
M kl I OLD TUM POTr� - �_ - ___ e _ _ _ _ _'� c`
( $ � a � � ',k , , ' ,fir-..•._----.�_r' - _ ` ` � -- •....� �
L a, I iar , fi
Red Bird Road - S.R. 2307 i ; $ ;; $ $ $ I I - �" `• c3t �
80' Public RightROW-of--Nay � •, $ � � � � P � � I �1,
N f ` '' One a7wr7 ii ZCKM � ?�ir "S�!'Sr e...r.
i ? a $ r $ $ $ $s $ �� Blotsk ; (NOT INCLUDED) ;�• C STRUCTIFON
xxtSTING
JJOE
z , ZP No. 142 u.0
__' '-��_____ $ $ $ $ $ $ $ $ I r • tp -Long Leof Mail Subbdivislan •�' '
_._" Boa 4a1a Page z95D
= I i III $ f d�, BUA' TR E OAF A I Mee • 4502 Shipyard Blvd. �.��✓
i ro sar ) R06i12�N04-0 000 /
Pao
i e'� i = 8 lkt Q i $ $_ 1 _ _ -$- _ ri IEEE ! ICI
$ a N ;l $ TBBTI�Ii t T t -$ �` :,I ca
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Me 1 y -..�; ,��
STORMWATER STRUCTURE TABLE
STRUCTURE INV IN IN IN INV OUT TOC JUNCTION O a
o _ II( llll 1-I x v
' NUMBER ELEV FROM ELEV FROM DETAIL
DI-I SEE PLAN DUNCDOT 840.14
-' � ' DI-2 SEE PLAN DI/NCDOT 840.14
i Im i rGtiLD GYIt _ YI-3 FIELD RUN 42.68 DI/NCDOT 840.14 y
,p a (\� @
( ,$ i 0 l �•� ,, ,�1 DIS 39.0 41.8 DI/NCDOT 840.14 ` z
7 LLJ P}' DI-5 38.6 DI-4 38.6 41.6 DI/NCD0T840.14 UF� W F
i + - -�- - - _ �, .yl ' j . / DI-6 38.2 DI-5 37.6 40.98 DI/NCDOT 840.14 W W o0
1
i • ' \•\ 4'- r ' DI-7 37.3 DIE 37.3 40.69 DI/NCDOT840.14 N
i�'il� / / :sse, l$s ' 1rT
air �� J,� 8 uMITS OF "''9?� W
F- - - - - - - �coNsptuc ;, J' DIE 36.9 DI-7 36.9 41.10 DI/NCDOT 840.14 ^ E/ a U
-'\�_ 38.5 42.05 CB/NCDOT 840.02
I Q I $ J ii J 38.0 CB-9 38.0 41.1 JB/NCDOT840.31
q $ JB-11 37.5 JB-10 36.7 DIE 36.7 41.1 JB/NCDOT840.31 l W U�
1 >n e ! oaakmm•wn ` \ / OUTFACE 36.64 FES vgId Ili CB-12 i W ` .
-•-•-•-• '�'� ' I 1 ' a•a mo m er vaem & ; ; ; �/ / + w �` �� t/ / CB-13 38.51 41.9 CB/NCDOT 840.02
� •• ' /a 38.51 CB-12 38.51 41.9 CB/NCDOT 840.02
NOTES: JB-14 35.8 CB-13 EXISTI G 40.71 JB/NCDOT 840.31 w A ..
•* 1)TOC REFERS TO TOP OF CURB ON CURB INLETS AND RIM FOR YARD AND DROP INLETS. z
! n fff i $$ / 'III �,'' •/ /'' �„i� 2)EXISTING(EXST.)INVERTS ARE ESTIMATED FROM SURVEY AND ROAD DESIGN
iill fe •Tarr �,.//p �',� // , �' f INFORMATION CONTRACTOR TO VERIFY EXISTING INVERTS BEFORE CONSTRUCTION.
i $ - { �e r, x a�, / /• 3)PIPE LENGTHS AT DISCHAGE LOCATIONS INCLUDE FES LENGTH.
I I -Z a i I x ; .r.+t ; I / �. % x / !� 4)CATCH BASINS IN PUBLIC ROW AND ACCESS EASEMENTS SHALL HAVE GRATES INSTALLED
I = g s°. $; z: °�' } f O /,% •. / f/'� PER NCDOT BYCYCLE STANDARDS. Zin
V. .�
! w N
RIP RAP SIZE Fes' O
moo
AVG.DIAM STONE APRON APRON WIDTH V w/i w,na • 33 w
STRUCTURE STONE CLASS THICKNESS LENGTH
kw
ex.rx ry aow„/ / / p p Moo Ma Yang EXISTING 6 B 22 10 8
- -
R�115-fit Ott 000 u
Zoning: Residential
I �i / •,r / � �/ y LinelD LineSize LineLen h LineSlo Materail
i in ft %
i i \ / ♦ a.
JB11-EX 24 15.44 0.39 RCP O
carroty ` Q'cs� i,♦, D18JB11 24 63.33 0.32 RCP
Melegoid ` CY \ DI7-DI8 24 110.41 0.36 RCP
oo co ♦- DI6-DI7 24 82.44 0.36 RCP REVISIONS
RO6115-006-005-000 \
i „e\� >, DI5-DI6 18 87.44 0.46 RCP
i t �•I Nam• :„aac / / / $ Resklsnlia O a
e'r i ♦ oQ` D14-DIS 18 15.19 0.91 RCP o
'� �� � �-/ � -.r'�•� �o�P'� JB-10JB11 15 55.19 0.91 RCP o
Debra Lynna CoxC89JB10 15 16 3.13 RCP
RD IIMDOS-006-COD i R♦� �v`\cis C812-CB, 15 95.9 0.5 RCP q
Zoning: Residential c
i c� , ,/ f�✓ `4 \i,, �^� ` C613-JB1 15 118.9 2.32 RCP
vr,� ,.,ve rY yr sur' �� 4}a t $ ` //i mrm�i,x+ //Y\ //' go6a � ,�•� '` ` \, m�\�eS3
�@ m• ow x,ay'e• t Cash Lo c \ \\` O o
RWNS-008-007-000 iR\ !a \
pJ� ,i/ ' \\ � Za,in9: Raaidar,Ua � N
' KRISPY NREME DONUT m ¢W/oc„n t32 / /t ! ,\� \ R
1 Janumy 28th ON \ m
1 Trade One and Two �y�
Deed Book 2014 Page 923 �f,✓�� / "� $� / \ \ /,// `` +y �¢
�� ROSit&-005-014-007 �' / ,/ / /'� TIC• / i I' i ` __._
rw r zoning: CB
,,., • o v s % , �; Roberta Eudle t o`O Y !,f /-Yfp �' PNOIECP#:074030 DATE:000/08
g ,t.✓i' / •-'� / R06115-006-011-000 •a\.� i f\ .�' /''r �' \ '� 4.
�/ /// /' Zoning:ReeldenUai \ O� '�.`�' �.�' i 1 4'Jo' I DRAWN BY:MZ CHECKEDBY:Ef
.'� NOTES:
w •;�'' / ti ' •l d'• .�' Ls / •� t TIME
Ro6na-YWCA
006 mt-000 i P ,•� b 1. THE CITY OF NLMINGTON PREVIOUSLY APPROVED THE
Zoning. Residential
�lr -t,of' �•/ STORMWATER MANAGEMENT PLAN FOR THIS SITE ON
SEPT. 2000. UNDER PERMIT # 2000053.THE INFILTRATION GRAPHIC SCALE OVERALL
PIPES WERE INSTALLED BUT THE SITE BUILDING GRADING PLAN
0 50 100 200
IMPROVEMENTS WERE NOT CONSTRUCTED.
f � SHEET
/ 2. THE PREVIOUSLY APPROVED BUILDING IMPERVIOUS x
♦ AREA UNDER PERMIT 2000053 WAS FOR 280 012 SF. ( IN FEET ) C2 ,50
1 inch = 100 ft.
♦ '� 3. WET LANDS TO NOT EXIST ON PROPERTY. O
�«
' aan,.-amen-am
2031
_ 7p

T
ob
i ' �Y� \ / �� � ` a `" Z `O
EXIS , N i E Bloch Buil I EXISTING f 9 o 0 0
i FOR i I a ` ;::: ,+ �• I� I �a '
li � ,/
Iitiirillt� r t {a ., y
• laa
U
-, ---- I II _ art�l:i� s�rr;rr w ��+� � ��.� ..::..•,. �a I TO REMAIN
- ��� H w 3
1p
■ 1 �' P11 1 % IN o 12 HDPE 1 %MIN. ', o I /j" �� •
■ DI- CID
rr 44.10
■ I -12
I m m w a ►� 41
■ o i .� �f' �� s �AWCUT MATCf ,
■ N I SCREENING WALL q I i / y� + SEX. PAVEMENT �
' f I 0 I t r- Q q o wy y •( �y
■ b j I ` j ' TRENCH GRA E . p a uC jNil
'
■ I ) �� m WITH SUMP P MP m I X. II T ION �� F `y
Iw � I H ARRI ,t,� o , I �fi�e , , - P P TQ AIN
■ -�« i s SEE DETAIL 9.3.2 w Y
■ i '`� � OCK ELEV. 44.10 ,,<,�•'� �0� ti7���� l
• ! I o o TEETER ° �aP I-1 , AP VA & PERMIT
■ I , 39.68 �' a I DI
■ 1� AREA F OVERLAY
■ i a -RETAINING h 52,610 Sf ° AN REBUILD
WALL , ♦ � r . .,�,,. � ,
T F • � t4 , � �° � f` r
FIFE = 44.1 I l ��, r ` e.
■
E << SCREEN WALL ;t z \ l �'"✓ . ♦ ` it r/ \ �� A
■ I , u._ O Lig
RG 125 t _ g
<
R , t � 4 � w ,< ill � APPROX LOCATION OF EXI
■ 1 o, I PER SEPT. 2000 APPROVED / _ '0 _R, .. I,d,... /f
■ D x Q� \ ;• < ', 1, '' . , ate �'i �� -
■ \ K _ I �Y EASTWIND ENGINEERI G. M P r
m I 00 NTRACTOR TO VERIFY. m l r r r � �
■ ej+ o i a r
FOR
■ M w �' ' w i a _ I—1 °� ' r' ON RUCTION
°` rbi ai I A �" / ,r ,, r /-' EX. DUMPSTER
'� TO REMAIN
♦ � ' ti4,� r ' \ C ..,. j '`� - r -X. SW TO REMAIl
.• _.ram•:` / N
�';�; \` FUTU k w �v' I _ \ EX. SIGN '` v
{m o TO REMAIN
I- o EXPANoS10 EA I '�� ' - ' t��• P1 �-1 a
\ - w Fd
♦ f , �2 ..t ` ^4< —_ VIN `A\ —• . •.s' , — � + � ® ti!:� N r r i'' c � � / W � N
v�
' �°� add rr' GRAPHIC SCALE W O o
, 7
' .j4•.Q .2 \ ��! / .. � \�J r . �� •-,. . / /-/' yc°4' �� r "' 0 15 30 60
ld
- E X. P
( IN FEET ) / ~
/ 1 inch = 30 ft. W
10 REM ��� � z
,s '•r N � � ! y' I a d d o •�}�
f`.t/' .`a{LY, ,• . ' // / '\ ram. i^, �` �i / /' �� 7- Son. / 4b H a-.
�/ r�'
1�
— 1.1{:BHT' )1. F_ = I� r nV. r/
M , � �` � / �� � � � 3 8 2 O
Nb
�9
� -' .•" r,% � � �0� of ni w SAWCUT EXIi�.'I'. PAVT. AT THIE EDGE
r 1 �\ l ' wy I ` AREA T BE OVERLAID AFTER TRENCy `" w
mmmmmimm
G F ~~ r✓ py i % m CONSTRU TIOA TO DRAIN AS�URREt . Y DOES. a
m f O
�momm on11�. ., REVISIONS
B— � ht rmnlimmm + Light \ u a
■
CD
DI 16
t
Mh G
l
w o P+ e b
✓ I ,
vas-•,
sw
♦ V % / , I ■ ( #..<•a-,s.x. •,F .•r^a `s.+<"e` .r'•r°• .:.•. _ .,.9 �" .*.,., Q � f/f { � rt1 (y
/ ♦ / 32
ON
TO REMAIN ■ . i.' F.1` ♦ /` �. c
� Curb f=lowline 38. 16 ♦ _ _
,
q
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Innlet(} Zy � > kph 1g ��
�G " RC JU,06 ♦ 1 •w �' i' .s, © ptk•yr \ ■ sy _ _ - '~ Y" Jr pq
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/
FI ■ u
INSURANCE OF 2 9�
I INSU '
I E N ��' PROIECI'#:07-40/ I 30 DATB:O 0
, ' dd o , .. f -S:T• - ;; Ya ..•�. .: ::: _ �:;,.: �:. .:.�� T:. . I 15 � � ros
NEW SS.� ,' ,•�, :e I � ■ I <4 Y.4'tr. PL d
/ •� ■ - •, DRAWN BY:MZ CHECKED BY:ET
C TO MATCI-`�, EX. INV-/ �S �yj�.G � 2/ N � d � I ". • .: .. �:-. _ ;' ..... •` ,qy 0 �
�' e , �� ( ■ a.'.+x-v:.<., _ :�:e•.- .a ...w..•s..=.c.a_ . _:v . ....r: t:~• r r. .y,. :.,t•rr , TITLE
t IJ �1 dd i Y:-. _ '6
6
EX. SS LATERAL \ ,� � � d ,� ..
TO BE REMOVED
Clean Out j� REMOVE LIGHT POLE ; DI 18 I f. � HARRIS TEETER
\fl ce: eel 2 R F I {)C A T , :R 1 3 �_ �j , a l\
y �r a - - - - - - - - - ` t \ / _ GRADING PLAN
PROGRCS��° NCRGY �1 U 1-15 / / 9 �♦
�� � � � � �i//r/ �J° q ♦ N SllM
mm
C20001
Inw. 3 11•/- ati REPLACE EX. SEWED r MATCHLINbl�, LATERAL WITH
♦ "�f` ° ♦�
TRADE OFF TREATMENT AREA
. 4

i~
/ EXISTING INLET � �� '�� I IZ i N o N °
INFILTRATION TRENCH CONSTRUCTION SEQUENCE D1-1A �\ (. , Cti U o0 0o
-FOLLOW SEQUENCE WITH EROSION CONTROL CONSTRUCTION SEQUENCE. I O i
1) MAINTAIN EXISTING INLETS WITH INLET PROTECTION PER STANDARD DETAIL I .:j + ( � o ON ON
:.
PROPOSED
SD-2-14/SHEET C9.4.1 . PROTECT EXISTING PIPE INLETS WITH DETAIL
CLEANOUT o -
CHS DETAIL 1 ON SHEET C9.3.2 IN ADDITION TO THE SD 2-14.
18" TEE � . - . . �, w
2) MAINTAIN INLET PROTECTION DAILY AND AFTER EACH RAIN EVENT.
:• -
MAINTAIN BY REMOVING ALL ACCUMULATED SEDIMENT FROM INLET
j
I
� � _J Oi
PROTECTION AND SETTLING CHAMBER. / -= ,^ \ q i
PROTECT ALL PIPE OPENINGS DURING CONSTRUCTION WITH CHS-1 AT THE N
END OF EACH DAY AND BEFORE EACH RAIN EVENT. N
3 AFTER ALL SURROUNDING DRAINAGE AREAS ARE COMPLETELY ESTABLISHED 18" 90'BEND '� d .:,I i O r ` w •
WITH VEGITITATION AND/OR ASPHALT REMOVE INLET PROTECTION AND ALL
I
TED VEGETATION FROM PIPE AND SETTLING CHAMBERS. ~~
ACCUMULATED IUI
PIPE AND SETTLING CHAMBERS SHALL BE CLEAN OF ALL SEDIMENT AND ` t • ,
DI 16
FLUSHED CLEAN UPON SITE INSPECTION BY ENGINEER FOR FINAL CERTIFICATION. _ �q
I w=T.. 4�'' a 5, n : � ''. V ; s. „4 �� Y �a\ ���J� �~ -,.�.=�'-�--" I •
Holm
/ Ip of
ily(j
�'/ cr
CONTRACTOR TO RO �.A�fE �g MANHOLE RIM AND DRP �g
,INLET GRATE 6E . ESS�� I \
JBPRIOR TO EN INEEF�It .f� j
CERTIFICATION
INFILTRATION TRENCH GRAPHIC SCALE _ _ nQ
LAYOUT PLAN 5 10 2D - �, �� \
( IN FEET ) / V�
w:u
1 inch = 10 ft. ������ /
I'm I
CONTRACTOR TO R T
w� MANHOLE RIM AN
- -
�� �.. .... ASED FOR
1\ � R
,INLET GRATE 180 SSS
! 18" CROSS(TYP) ;�O� ��� ( � 1 f ONSTRUCTION
8" TEE 0P �\ �`� {} ��'' �CERTIFICATIO GI ING CB-13 �®J �� S)
Lwt
INLET DI-1
�- PROPOSED / / /
CLEANOUT i O
a B 12 � ��1 � b � 1-1
_ - - 41 mot' t r SAWCUT MATCh- 7�
SEX. PAVEME T-
1--1 U
INLET DI-2 n �)
18" TEE �� o \,
18 TEE o C
W F CN
TI L; N
1
. , r 7- U y Fil z
•. r ` , nO\.� ,�1`t� / P P TlJAIN
.:...
2000
Q P t 36 I-1 �Y, �s OF
oP AP �& PERMIT J � y` �' � Z W
LET DI 1 A
• � /CONSTRUCT NEW DI W/W
_ 2.1 .5
46,
DETAIL 1/C2.1.5 z�
Ally :r
./ Yt N t W •�\\ `'„ 'I ;,^ /, ,.' \ tin, =� OZ �q
I .04
�� _ . - W
1308' 18" PERFORATE�HBP� �- / i -- %' y �� A
PROPOSED DI-2 -. EX. POWER-21NE
DETAIL 2/C2.1 .5 Y ' ' PROPOSED DI- J /
18" 90'BEND DETAIL 2l 1 .5
CLEANOUT
EX. DUMPST R
Trench st etstora a chart /
(bottom of trench to top of trench) ' TO REMAIN '�
- ' • : d' REVISIONS
stage as volume ",r ... .• ~ ' // ,' c
0 38.22 5,650.E 0(AT BOTTOM) ---..- ._ •" :::...• . , .•. �°' � .X, S W -i C 1<i:_=M A I iv�� / °
0.2 38.42 5,650.6 552.7039 °y� ✓ '�/
0.4 38.62 6,650.6 1105.408 ' 1 '_..,.. + - •"E� Q6
0.6 38.82 5,650.6 1658.112 ' . •10 N80O32�9tl °oj
0.8 39.02 5,650.6 2210.81E ( ' ,7.95' ,.r / / 9
1 39.22 5,650.6 2763.52
12 39.42 5,650.6 3316.224
1.4 39.62 5.650.6 3868.928
N 20': OF NILMINGT ` '1
1.6 39.82 5,650.6 4421.631 W INE ESMT - �, ACCESS E
1.8 40.02 5,650.6 4974.335
2 40.22 5,650.6 5527.039
22 40.42 5,650.6 6079.743
2.4 40.62 5,650.6 6632.447
I t /
2.6 40.82 5.650.6 7185.151 - t / 19 �:.: / ,� '" J` // r9 PROJECT#:07-4030 DATE:01/30/08
2.8 41.02 5,650.6 7737.855(AT BOTTOM) t ;
t'6 Oh. .I , / , DRAWN BY:MZ CHECKED BY:ET
Trench stage/storage chart ^ I \ s/ /'' fs ,� //
(top of trench to lower drop inlet elevation) ��?, ';�\ / .15y6"F' / rpyl - / ' �` TITLE
-' � ' � HAMS TEETER
INFILTRATION
mh sa Number vol manhole tot v ,% � � ,r
2.8 41.02 19.63 2 0 7737.855 _ � ,; ,� ,� / GRAPHIC SCALE
3 41.22 7.852 7745.707 / .,,. ., L�r • '�
,r I TRENCH 2A-C PLAN
60
3.2 41.42 15.704 7761.411 .. ' ,. ,b: rL� .� :> ✓
3.4 41.62 23.556 7784.967 , . . .` . �,»'" ', TO R E M A 1 N,' �„ SHEET
� 0 30
3.6 41.82 31.408 7816.375
3.8 42.22 39,2E 7902.747 2 j ,> �° r r IN FEET H C20102
a az.zz az11z 7902.7474.2 42.4254.964 7957.711 .�' ,.-� � / ' ds 1 inch = 30 ft. Q
4.4 42.62 62.816 8020.527 ,; .:, ' ✓'

1 • c�O � MN 0
INFILTRATION TRENCH CONSTRUCTION SEQUENCE r Trench stage/storagechart �� N 00
g 00
-FOLLOW SEQUENCE WITH EROSION CONTROL CONSTRUCTION SEQUENCE. _ - - _ _ - - - - - (bottom of trench to top of trench) p U �9 '
1 ) MAINTAIN EXISTING INLETS WITH INLET PROTECTION PER STANDARD DETAIL +;� stage sa volume �� •
SD-2-14/SHEET C9.4.1. PROTECT EXISTING PIPE INLETS WITH DETAIL 0 36.9 3,585.6 0(AT TOP) 33
CHS DETAIL 1 ON SHEET C9.3.2 IN ADDITION TO THE SD 2-14. l� 0.2 37.1 3,585.6 458.3621 ^ H w 3
2) MAINTAIN INLET PROTECTION DAILY AND AFTER EACH RAIN EVENT. 0.4 37.3 3,585.6 916.7242
MAINTAIN BY REMOVING ALL ACCUMULATED SEDIMENT FROM INLET < I 0.8 37.7 3.585.6 1375.08E
PROTECTION AND SETTLING CHAMBER. 0.8 37.9 3.585.6 12291.81 -�
833.448
1 38.1 3,585.E 750.17
PROTECT ALL PIPE OPENINGS DURING CONSTRUCTION WITH CHS-1 AT THE 1.2 38.1 3,585.6 3208.535
END OF EACH DAY AND BEFORE EACH RAIN EVENT. 4 . /I ' 1.8 38.3 3,585.6 4125.259
3) AFTER ALL SURROUNDING DRAINAGE AREAS ARE COMPLETELY ESTABLISHED 1.6 38.5 3,585.6 3666.897
+ 1 <I � / I 1.8 38.7 3,585.E 4125.259 � •
621
WITH VEGITITATION AND/OR ASPHALT REMOVE INLET PROTECTION AND ALL ,1 ,° / 2 39.1 3,585.6 5041.98
� 2.2 39.1 3,585.E 5041.983
ACCUMULATED VEGETATION FROM PIPE AND SETTLING CHAMBERS. , / / 2.4 39.3 3,585.6 5500.345
707
PIPE AND SETTLING CHAMBERS SHALL BE CLEAN OF ALL SEDIMENT AND �' ' / z.8 39.5 3,585.6 6417.069 • '
FLUSHED CLEAN UPON SITE INSPECTION BY ENGINEER FOR FINAL CERTIFICATION. < �° /� / z.3 39.9 3,585.6 6417.431 •
/ O / 3 39.9 3,585.E 6875.431
/ 3.2 40.1 3,585.6 7333.793 0
3.4 40.3 3,585.6 7792.155(AT TOP) �I
/
4 _ a -• 24 TEE ���/ / u
/ Trench stage/storage chart T
(top of trench to lower drop inlet elevation) w
4-1 r .L / CL N UT (TYP) r,. mh as Number vol manhole tots
3.4 40.3 19.63 1 0 7792.155
3.8 40.5 3.92E 7803.081
933
3.8 40.7 7.852 7803.933
INFILTRATION TRENCH GRAPHIC SCALE 4 401 11704 783S41
� c � -� 4.2 41.1 15.704 7831.415
LAYOUT PLAN 0 5 SO 20 i 4.4 41.3 3.556 787 .045
601
4.6 41.5 23.55E 7874.601
( IN FEET ) 24.32' ' ,> \
1 inch = 10 ft. DETAIL 1 / 1 5 24 90° BEN \ \
/ \ Ile
5_1pp��CRy �
p �I
' - •' ' ' ASPHALT FLUSH FOR
CONSTRUCTION
RE
` 830' PERFORATED/ / / r WITH CONCRETE I )
24 HDP r,< .
s I
r
DETAIL 1 .1�
K / /f� .. >' END EX. ESMT
L l� /J i ri PII1N'• - BEGIN NEW ESMT
FU TU H I N6o,32' !�1 � • Wh�i U
EXPANiS10 REA N 20 40.97 �' O � O'
C C WILMINGT N a W y z
O \ W INE ESMT O a W O
G �J / //. r'' lrs�•� i ' k i � I
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r- 11V�x W/WI ER' o,�y:' �! �a� DRAWN BY:MZ CHECKED BY:Er
DETAIL 3/C2.1 .5 TITLE
Curb Flowline 38. 16' JB-11 ��
Cub Inlet / : r r ;;- HAMS TEETER
r' 95
INFILTRATION
�� ve 12 RCP 36.0E > '� J . r GRAPHIC SCALE
4p J ;;r� TRENCH 3 PLAN
Ol) �....� SHEET
j V IN FEET C20 1 3
Q ' 1 inch = 30 ft. Q •
r

11 I � I +�tf • • �ornm �
INFILTRATION TRENCH CONSTRUCTION SEQUENCE y N R R y
.. . J I . . oo co =41
I -FOLLOW SEQUENCE WITH EROSION CONTROL CONSTRUCTION SEQUENCE. ~J p z
- \ 1 MAINTAIN EXISTING INLETS WITH INLET PROTECTION PER STANDARD DETAIL
i � SD-2-14/SHEET C9.4.1 . PROTECT EXISTING PIPE INLETS WITH DETAIL
Oti CHS DETAIL 1 ON SHEET C9.3.2 IN ADDITION TO THE SD 2-14. v 3
4_� ' 2) MAINTAIN INLET PROTECTION DAILY AND AFTER EACH RAIN EVENT. V 1 • � � u" 3
--- ' -� �r 1 ( I ICT�i ( MAINTAIN BY REMOVING ALL ACCUMULATED SEDIMENT FROM INLET
PROTECTION AND SETTLING CHAMBER. '
PROTECT ALL PIPE OPENINGS DURING CONSTRUCTION WITH CHS-1 AT THE
--_
.___
END OF EACH DAY AND BEFORE EACH RAIN EVENT. ram,
3 AFTER ALL SURROUNDING DRAINAGE AREAS ARE COMPLETELY ESTABLISHED
- I l -_ i. •
WITH VEGITITATION AND/OR ASPHALT REMOVE INLET PROTECTION AND ALL
0 ACCUMULATED VEGETATION FROM PIPE AND SETTLING CHAMBERS. '
PIPE AND SETTLING CHAMBERS SHALL BE CLEAN OF ALL SEDIMENT AND •
=~ ~~
FLUSHED CLEAN UPON SITE INSPECTION BY ENGINEER FOR FINAL CERTIFICATION. •
01
DI-17 CLEANOUT
DETAIL 2/C2.1 .5 :J8 x TEE
18" CROSS TYPDETA IL 2.1 .5
\ 51r83 i
O
yI
I I
..ter
G SCALE
I INFILTRATION
GRAPHIC S
ON TRENCH
s "-- .__---.--
I
0 10 20 4_ o
I (
D1 1
I �
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:. ., 1
�ET` , 2/C2.1.5I <I {
l
I
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.,.....r .. .., .,. , 1s, .. .. ... .}. _
a. •, : , -. - , .. .. .. a 1 inch - 20 ft.
> / TAIL\\ 2 C2.1.�
I ® k
I I
I m
15 II NLET W/WIERL
a
ETAI 3/C2.1.5
I p
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i
II NSTRUCTION
L J
- - SAIL-1fC - - - -
3980' PERFORATED
r \\
BMP MAINTENACE 18" HDPE
DI-18 EASEMENT
DETAIL 2/C2.1 .5 ' f 18" 90" BEN TYP) \\\l f� N 1 /1 ~ Q
Lj
I �1
fi ht
Light _ Nso_o 'oo"w
/ - - - - 264. 1'
It
t�l I :.law• >}.s 4;.: _...J,l. . T'• Y. ': f •{ 9,�7�r, ,�(,t��q• O (� �-) x-1
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10
Trench stagelstoragechart ( � � . ., :�.•^ I V �.,
(bottom of trench to top of trench) in
o ~r >L, ..•s r4* ,..�- ~� `r.t. + ���III
rn
1
stage sa volume �I ,..,;,,.,.. •.a„ , - J
BOTTOM)AT 0 `h In
0 36.49 17,1936 ( I _ >
02 36.69 17,193.E 1681.775 ,� �t..'.i•. . ..r..-.as ..:'' wr. ,� c•r• ' ��:y . .. I 15 Ira
0.2 36.69 17,193.E 681.775
°'°.,^' . `.':r•.'-.}".- ''•• • .:§^-s-.-:,.•,'>� - '.t `_ ' -j-,-, - >y••<V -4 --.> '<
•r:(>�4rk \
J' 2. BC1.\� 1
0.6 37.09 17,193.6 5045.325 I I
V F
) ! oN?
0.8 37.29 17,193.6 6727.1
1 37A9 17,193.6 8408.875 °
REVISIONS
1.2 37.69 17,193.6 10090.65
1.4 37.89 17,193.6 11772.42 /// �� I 18 16 C
38.09 17,193.6 13454.2 "N900000E
1.8 38.29 17,193.6 15135.97 ( 235.42'1.6 4
2 38.49 17,193.6 16817.75 U %
49
2.2 38.69 17,193.6 18499.52
2A 38.69 17,193.E 20181.3
2.6 39.09 17,193.6 21863.07
2.8 39.29 17,193.6 23544.85(AT TOP) N.
n
m
/ /4 /
c1 f'I
� 1♦ l'!' r �1 � �4�p � PROJECT#:07-4030 DATE:01(30/08
Trench stage/storage chart J
(top of trench to lower drop inlet elevation)
mh sa Number vol manhole tot v Q1� DRAWN BY:MZ CHECKED BYd?T
{y Y �' �� I f f
2.8 39.29 19.63 5 0 23544.85 { fIf y ��E
dt2B rJ
3 39.49 19.63 23564A8 Block BUM"
I I i ---� - � HARRIS TEETER
3.2 39.69 39.26 2NO3.74 GRAPHIC SCALE
3.4 39.89 58.89 23662.63 SpL�i% 44`03 i II t INFILTRATION
4 TRENCH 4 PLAN3.6 40.09 78.52 23741.15
3.8 40.29 98.16 23839.3 \
4 40.49 117.78 23957.08 O
SHEET
4.2 40.69 137.41 24094.49 'a i0r�
I ( IN FEET ) C201 Ao U,4 ., ,ao 1 inch = 30 ft. 0
P °
P

•
3 -. vlori 0
* LOAD BEARING CONCRETE COLLAR FRAME & GRATE "� N 00 00
AS SPECIFIED BY DESIGN ENGINEER (BY OTHERS) a j U i y
3/8" a PERFORATION (WHERE REQUIRED) Z y
OUTLET AREA
2.65 IN'/FT MIN. W • iu 3�
�-1 U :4
v..;. rRISERF
STD-702 • E-I L=♦
CORRUGATED HDPE HEIGHT 3
45. (SPECIFY DIAMETERILS CLASS I OR If MATERIAL PER 'n"",
ASTM D2321, LATEST EDITION,
UNDISTURBED CLEANOUT COMPACTED IN MAX. 8" LOOSE
EARTH { UNDISTURBED LIFTS TO 95% MIN. OF MAX. SPD
EARTH RISER
PIPE TRENCH �\� W
EQUIVALENT PER
PIPE TRENCH WIDTH • �
6 OZ. NONWOVEN 4.32'-18"PIPE r A B •
FILTER FABRIC 4.87'-24"PIPE 6' #57 STONE 12" MINUMUM I^�
y" o •a ' _ SEE GRADING PLAN �l`��`� �� '�,/ •
y y`hY r' y. G'`. R,r' A yY`. tia
,.,y ••s` y ,; FOR ELEVATIONS
CLASS I OR 11 MATERIAL PER BEDDING (CLASS I OR II MATERIAL)
ASTM D2321, LATEST EDITION, = 4" MIN. FOR 12" - 24" HDPE PIPE
COMPACTED IN MAX. 8" LOOSE = 6" MIN. FOR 30"-60" HDPE PIPE
LIFTS TO 95% MIN. OF MAX. SPD
"" " �• SECTION A-A
c f'
8 AT 45' 2.76' W/18" HDPE
PERFORATION DETAIL 3.32 W/24" HDPE * LOAD BEARING CONCRETE COLLAR
#57 STONE AS SPECIFIED BY DESIGN ENGINEER
1.27' 2.55' 1.27 1 TO PACTED MIN. (WHERE REQUIRED) LID (AS REQUIRED) I `
\ OF MAX. SPD \V y L* A B
18" OR 24" ADS N-12 SOLID WALL HDPE CLEANOUT REFER TO STD-702
/ / / / / , /i � � / PERFORATED PIPE \ \ SPECIFY DIAMETER) FOR COVER HEIGHT
�,\ \ \'1_._]_L lil_[a SEE DETAIL AND PLAN DETAILS
6" CLEAN SAND 6 OZ. NONWOVEN 6" BEDDING, #57 STONE
FILTER FABRIC
UNDISTURBED
25.89' TRENCH 2C(6-18"HDPE) EARTH
29.19' TRENCH 3(6-24" HDPE) LATERAL
24.32' TRENCH 3(5-24" HDPE) Vim'°`Ck
51,83' TRENCH 41 HDPE)
73.43' TRENCH 41 HDPE) \
.A
NOTE: CLASS I OR II MATERIAL PER BEDDING (CLASS I OR II MATERIAL)
1. FILTER FABRIC TO BE PLACED ON ALL FOUR SIDES OF TRENCH AND OVERLAP EDGE AT LEAST 12". ASTM D2321, LATEST EDITION, = 4" MIN. FOR 12" - 24" HDPE PIPE
COMPACTED IN MAX. 8" LOOSE = 6" MIN. FOR 30"-60" HDPE PIPE
2, CONTRACTOR TO REMOVE CLAY LAYER WHILE EXCAVATING INFILTRATION TRENCH AND LIFTS TO 95% MIN. OF MAX. SPD RE D FOR
REPLACE WILL CLEAN SELECT FILL MAKE BOTTOM TRENCH WIDTH A MINIMUM OF 20.5'.
SECTION B-B L CO STRUCTION
3. CONTRACTOR TO PROVIDE STORM WATER INFILTRATION TEST AT BOTTOM OF TRENCH (BELOW CLEAN SAND LAYER)
A MINIMUM OF 1 PER 1000' OF PIPE OR A MINIMUM OF 2 PER TRENCH WHICH EVER CONTROLS.
* LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED
IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED
TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER. 4
REV DESCRIPTION BY REVDATE CHK'D
INFILTRATION TRENCH DETAIL VOLUMEREQ'D NOTE: ALL DIMENSIONS
NOT TO SCALE VOLUMEPROVIDED REV. DESCRIPTION BY MM/DD/YY CHK'D ARE t 1/2 FOOT.
ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS XX" DIA. DEI/RET SYSTEM `"`" ABC
DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN G V
SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROJECT 4640 TRUEMAN BLVD "^� DATE
- aws
PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL LOCATION HILLIARD, OHIO 43026 «.ar ENO /1 O
REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS s .�„Y: (��1
PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE ADVANCED DRAINAGE SYSTEMS, INC. NTS
DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DRAWING NUMBER: DRAWING# °"m OF ^
a
ALL RIM, INVERT AND WEIR y rT�t
ALL RIM AND INVERT PAVEMENT U w
ELEVATIONS PER PLANS (SEE N STANDARD 2' x 2' GRATE ELEVATIONS PER PLANS T
(SEE NOTE 5 FOR ORIENTATION OF GRATE) -�l W ^/ NN
'Sw: {l.: .: , "M1:.: §: 1.: � _ '. .tt :.,T. •" q �.wwG.� OH
NCDOT STANDARD 2' x 2' GRATE PAVEMENT NCDOT STANDARD 2' x 2' GRATE a ''a W W rT,
DROP INLET MANHOLE
ELEV F NCDOT 840.16 NCDOT 840.54
(SEE NOTE 5 FOR ORIENTATION OF GRATE) ELEV F E NOTE 5 FOR ORIENTATION OF GRATE) CONCRETE LID RATING ABOVE NEW CONSTRUCTION z
HS 20 LOADING
SE NTATI LL
C�
O
x.
rn
e' -.._.. . .... .•.. «.. ., . . ..� , .r+. :';- ::e�ozr MANHOLE STOPS
''°" SPACED PER (y
WILMINGTON
♦ - • STANDARDS
I.: I � w N
O CONCRETE LID O
HS-20 LOADING RATING
TTlap
MANHOLE STOPS
SPACED PER ELEV E ¢ ELEV E ELEV G
WILMINGTON I >
STANDARDS
CIP BRICK
4^ 2"x2" GALVANIZED WEIR CENTERED y
WIRE MESHHai ! iiiiii IN STRUCTURE
w EXISTING TRENCH REVISIONS
44*111 :51 ELEV A ELEV A p
>� CONCRETE cY
ELEV B 3000 P.S.I. SECTION ELEV Bj
°
4" 2"x2" GALVANIZED DRAINAGE AREA 2C DRAINAGE AREA
WIRE MESH INFILTRATION TRENCH ELEVATIONS INFILTRATION TRENCH ELEVATIONS
ELEV C INFILTRATION TRENCH DI-1A DI-1 DI-2 NOTES JB-9A CB-9 JB-10 NOTES zo
A 38.85 3&85 38.85 PIPE INV A 37.56 37.56 37.56 PIPE INV
to z
• B 38.22 38.22 38.22 INFILTRATION BOTTOM B 36.90 36.90 36.90 INFILTRATION BOTTOM ti
C 36.85 36.85 36.85 STRUCTURE BOTTOM C 35.55 35.55 35.55 STRUCTURE BOTTOM INFILTRATION TRENCH
CONCRETE ELEV D D 36.20 36.20 36.20 SHWT D 34.70 34.70 34.70 SHWT ELEV D
3000 P.S.I. SECTION SECTION E 40.98 40.98 40.98 INFILTRATION TOP E 40.22 40.22 40.22 INFILTRATION TOP
F 42.39 42.39 42.39 INLET ELEVATION F 42.38 42.05(BOC) 41.55 INLET ELEVATION ELEV C °
G 41.00 0.00 0.00 WEIR ELEVATION G NIA N/A 40.22 WEIR ELEVATION - - - PROJECT III:07AO30 DATE:OW0108
EXISTING LOWEST SURFACE ELEVATION 42.39' EXISTING LOWEST SURFACE ELEVATION 40.91' 1
S. DRAINAGE AREA
NOTE INFILTRATION TRENCH ELEVATIONS SECTION TITLE
"uuv)
a� DRWNBY:MZ CHECKEDBY:BT
1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MAY BE USED. DI-15 DI-15A DI-16 DI-17 DI-18 NOTES �¢
2. GRATED INLETS SHALL NOT BE USED WITHIN TRAVEL AREAS. A 37.12 37.12 37.12 37.12 37.12 PIPE INV NOTES: a INFILTRATION
3. STANDARD STEPS REQUIRED 0 16 INCHES O.C. WHERE DEPTH EXCEEDS 3 FEET. B 36.49 36.49 36.49 36.49 36.49 INFILTRATION BOTTOM
5. WHERE STEPS ARE REQUIRED, USE OF PRECAST CONCRETE SLAB SHALL BE USED AS TOP AND GRATE C 35.12 35.12 35.12 35.12 35.12 STRUCTURE BOTTOM 1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MAY BE USED. TRENCH
POSITIONED OVER STEPS. D 34.49 34.49 34.49 34.49 34.49 SHWT 2. GRATED INLETS SHALL NOT BE USED WITHIN TRAVEL AREAS.
E 39.25 39.25 39.25 39.25 39.25 INFILTRATION TOP 3. STANDARD STEPS REQUIRED ® 16 INCHES O.C. WHERE DEPTH EXCEEDS 3 FEET. 'j DETAILS
F 40.66 40.66 40.66 42.20 42.20 INLET ELEVATION 5. WHERE STEPS ARE REQUIRED, USE OF PRECAST CONCRETE SLAB SHALL BE USED AS TOP AND GRATE y
G 39.25 WA N/A WA WEIR ELEVATION POSITIONED OVER STEPS. 3�
EXISTING LOWEST SURFACE ELEVATION 40.61Y y SHEET
INLET WITH GRATE AND FRAME 2 INFILTRATION TRENCH STANDARD YARD INLET WITH WEIR 3 o C2e 1 95
_ INFILTRATION TRENCH STANDARD YARD NOT TO SCALE NOT TO SCALE
14

LN
\�\ 0P B I 3 0 M o 0
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00
I
' CptG3L?LOl !
n DRAINAGE AREA 4
j
rr
2.2 ACRES ` "
E i San
° Mrns I 95,831 SF (MINIMUM TRADE OFF " @� � 1 1—l0
f I -
��'� 57,510 SF®1.5=86,265 SF)
Ny ( O ! EXISTING GN=99, G=0.98 s~" - �� � 1 �;�1 Pan
I °C\j ° :s�32 ' ^
o , . !! Sas
! I HARRIS TEETER Llh —
t = �. 1 d I ;
�}- O ! � I^ {(- -" I P Light — — — — Ns2ea.c�•w
N 0 t 1 II I I-17 DI 16 t •
11! ... O�r Its'
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o
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EXISTING GOLDS GYM
k, \
i ! DI 18 - - - - - - - -
n N90'DO'00'E �p ..� 'J f,o \ a �Ql � �I•�1 �.
Bloch; Bu lditxg �� '%rr'
t �/ 7 ��•t! 44.14
— — — I M I I 3"i�•f'J• 0 \ \\�\• �r
20' utlut L' T
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i L Moak .HuU
I 1 II I Li t �t� ♦ ® � � °
-- I
Frame DRAT E AREA 2A
L - 1 ! I t o API 0 ED SW8 000536
20' R/w c' 1 P P ' 1% 12" HDPE 1%MIN. 0 5 ,578 SF y l
IN. o >,S C =97, C=0.94 m A % Q l %' RE ASE FOR
D8 933 Pg 125 d- = ,o / C STRUCTION
_ .Op \
. .e. . . . . . . . . . . ( i 4 I U I `4, � \� fir/ ' �.
d I / 41- -1
of I r. ° �F 9 AWCUT MATCF� \
v I W j I •� /„b� k X. PAVEMEN-T \ r
• <r , I � t eat h° U/j �v° w� �e' ,r` �.'
I � •
TRENCH GRA E I o r
X. ILT ON t1
43 ! WITH SUMP P MP HARRI a „ I e\ PP TO AIN �� y spy , ° �` ,P ` o
! i SEE DETAIL 3.2 �y �' �z7
I_ Op 1-1 2000 ,✓ , ° �d 11 I--I V
O Ii TEETER °' I DRAINAGE AREA 2B t 01 / AP 8e PERMIT sr �� O a
! t APPROVED SW8 000536 / ���111
i I 52,610 of bl� ` y \ ✓ / a
N :2 I % t F 0.23 ACRES \ '� T ffie
10,018 SF_ �e /
D l T N FFE = 44.1 j a 3usavrq�W (
CN 98, C 0.96 our Q'o
n E.. . T . , pntrpled
'' tt W��h � �o Li t a � � � ,�..�'' ✓`/ r , � � � . .��
: 0 t r J r In erseotipzt P4 O
O _ �fi. -EX. P6VEE,' INE � y d � ' 1 � a W o
7 97 F Q / r s 1 v F"
I IP r /' ''` Pp , rTl A a
l a `' I I \ •w _ I-1 / f:=' `' , ' EX. DUMPSTER / ,,f` _ 1 l l'� z Pi
`y T
TO REMAIN
EX. SW IQ 2EMAli' \ a
END EX. ESMT pp pp
t04 r . . � • \ 1N. . BEGIN NEW ESMT j _ .E ,/ �. „� r �
FUTU H �u Ngpl2 g ' // ' P
I- \ i O
EXPA�IS 0 REA yy EiMT G ;� w .^=' ' ,/' '''' /'' .✓ �F"'I" °°' %'' r '�'' \
tr 5°. ... o ► fie° o� \ r,,G... i' /.s° 10 r r .�' y REVISIONS
GE AR 3 L �. .. TQ REMAIN.'
0♦62
27.007
l! •�� M LIGHT
i "' R OC Q is
8
Ile
t v^ m �% rcp'
\ O _ V.4 I / :. � � .. , / �' ''0� ✓ / / 1 .Yvp a PROJECT#:07-0030 DATE:01/30/OS
�••''" °�„•.` 1 .. �'� r /' /d° s, / 1„w' R c"v` DRAWN BY:M'L CHECKED BY:ET
l ,�• ¢�qi6► . ,/ t v, TITLE
1 � INFILTRATION
Overflow of Retention Pond �� °� o�®
Top of Overflow Structure 36.68 °' ' ' EX. SW ,.°` r'` oa� ARREAMAP AGE
Invert 12 RCP 33.41' nCOo Yo ,� GRAPHIC SCALE
1 r TO REMAIN \ R ' 0 20 40 80
Curb Flowline 38. 16' B-1 r `t
Cub /nit . Lt $ r r eke
's !\ SHEET
ve 12 RCP 36.06 P ° ice �00 ✓ oll _ ` C20
1VIN FEET 1 • 6
I inch = 40 ft.
I

SEEDBED PREPARATION SEEDING SCHEDULE ' ` • c � M Cal g
r-
/\,` 1)CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3INCHES DEEP OVER ADVERSE SHOULDERS,SIDE DITCHES,SLOPES(MAX.3:1) N
.DATE.TYPE.PLANTING RATE R U a>
` \ '\ \ SOIL CONDITIONS,IF THEY OCCUR.AFTER ALL ROUGH GRADING IS COMPLETED. TILL • p" rA U
` \�� \ �` \ .AUG. 15-NOV.1.TALL FESCUE.300 LBS/ACRE FFF���11 p � a y
SOIL AREAS TO BE SEEDED AND PLANTED TO A DEPTH OF FIVE INCHES.
2)REMOVE ALL LOOSE ROCKS,ROOTS,DIRT CLODS,AND OTHER OBSTRUCTIONS .NOV. 1 -MAR.1.TALL FESCUE.300 LBS/ACRE N U id 44 44 v
LEAVING GROUND SURFACE SMOOTH AND UNIFORM.
.A ABRUZZI RYE.25 LBS/ACRE ^ • � 4)\ \ v LLL1 u'
' °l• \ \\ \\ 3)TO PREPARE UNIFORM SEEDBED,INCORPORATE AGRICULTURAL LIME,FERTILIZER •MAR. 1 -APR. 15.TALL FESCUE.300 LBS/ACRE • 3
AND SUPERPHOSPHATE INTO SOIL AREAS TO BE VEGETATED.DISK NUTRIENTS INTO .JUL.1 -AUG.15.TALL FESCUE ANDA 25 LBS/ACRE e ke)
SOIL UNTIL WELL PULVERIZED. ."'BROWNTOP MILLET.35 LBS/ACRE
4)SEED ON PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR ..*"OR SOUGHUMSUDAN HYBRIDS.30 LBS/ACRE
! I "\ \ \ a•I• CULTIPACK. APPLY TEMPORARY SEEDING TO SOIL STOCKPILE AREAS THAT WILL BE SHOULDERS,SIDE DITCHES,SLOPES(3:1 TO 2:1)
DISTURBED WITHIN 30 DAYS. APPLY PERMANENT SEEDING TO WHERE FINISH GRADES .DATE.TYPE.PLANTING RATE r^ •
ARE ESTABLISHED. .MAR.1-JUN. 1.SERICEA LESPEDESA(SCARIFIED).50 LBS/ACRE V 1
5)MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR WITH LIQUID ASPHALT AT 400 ••AND...MAR.1 -APR.15.ADD TALL FESCUE.120 LBS/ACRE •
GAL/ACRE OR EMULSIFIED ASPHALT AT 300 GAL/ACRE ..OR.MAR.1 -JUN.30.ADD WEEPING LOVEGRASSAO LBS/ACRE •
•� 6)MULCH ALL SEEDED AREAS WITH SMALL GRAIN STRAW AT 90 LBS/1000SF AND .JUN.1 -SEP. 1."""TALL FESCUE AND.120 LBS/ACRE
n ~O \\ \ j SPREAD UNIFORMLY.GROUND SURFACE SHOULD BE VISIBLE TO ALLOW SUNLIGHT �"'BROWNTOP MILLET.25 LBS/ACRE •
• ! r^ (� \ �` �� ..."""OR SORGHUM-SUDAN HYBRIDS.30 LBS/ACRE.
\
- �--- --�� \•, \ \ 1 PENETRATION.
£ -'_'�� '�"��- \, .SEP. 1 -MAR. 1.SERICEA LESEDESA(UNSCARIFIED).70 LBS/ACRE
�39�__ N�Q' � _ � .,� � 7)MULCH AROUND SHRUBBERY AND TRESS WITH SHREDDED HARDWOOD TO A DEPTH
OF 3INCHES. .AND TALL FESCUE.120 LBS/ACRE
~•��M! ! � I I f � \ '.,� 8)AFTER WORK IS COMPLETED AND AREAS ARE STABILIZED,CALL EROSION CONTROL .NOV.1 -MAR.1.ADD ABRUZZI RYE.25 LBS/ACRE
! + ! I ~ r New Hanover Co. Bd of Education OFFICER FOR SITE INSPECTION AND RECEIVE CERTIFICATE OF COMPLETION. REMOVE CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION
R06114-o01-Oo1-WO SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER
TSTrafficV
! I-- I cJ \•� Traffic schoolALL TEMPORARY EROSION CONTROL MEASURES,INSTALL RIP-RAP,AND SEED AND
Light � `. P zoning: 0 8 1 MULCH ANY REMAINING BARE AREAS. ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE
tro e
• ee a �'\. VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL
CONDITIONS. OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
P', l J I Jt + r.,.-H6y ` �"`„��•..,,,,�a �`� "'TEMPORARY-RESEED ACCORDING TO OPTIMUM SEASON
FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
! I I � TEMPORARY COVER TO GROW OVER 12-INCHES IN HEIGHT
G l � ,•rya( .. -` W BEFORE MOWING,OTHERWISE FESCUE MAY BE SHADED OUT.
OLD Tull r ..-.... -ff 1 1 IT ff I I 11
' /A
i SS aco CONSTRUCTION SEQUENCE: Jg
1. Obtain letter of plan approval for sedimentation and erosion control. a <
2. Hold pre-construction meeting at least one week prior to starting construction.
V CJ 3. Install temporary construction entrance and sediment fence. Install temporary inlet protection
a, w
•�.� 5' II j _ ..•.,,1 around existing inlets. s{
I 4. Call for onsite inspection by Environmental Inspector and obtain Certificate of Compliance.
Red Bird Road - S.R. ,2307 = I�i I r`�,. ¢/ ��•
_ m I `'.,y 5. Begin pavement removal as required to install utilities and to construction landscape islands y,\pr„ d
s0' Public Right-of-wey _ $jP I ( A grading and establishing final parking lot and building pad grades. Maintain inlet protection `,
jj r 1 I as site is constructed. r
-•-•--•-'�'-•�•�•-•- "! ( I I 6. Ground cover should be placed on exposed slopes within 21 calender days following the completion
Oma SU ,sons,.,., of any phase of grading; permanent ground cover for all disturbed areas within 15 working days
DRUG .`". ."tra.+r.. or 90 calender days (whichever is shorter) following completion of construction or development.
Building
B;IOQk �f (NOT INMDED1 iANNORAMMOLINS, 7. Stabilize site as areas are brought up to finished grade with vegetation or paving. RELEASED FOR
1�U�Idf "l lam / B. Flush and clean all storm water system pipes. Clean and remove sediment from temporary
! / \ ® I/ RIIIC 4RI' j/ sediment holdingdevices. CONSTRUCTION
! - )��1�l�Y JOB ( G la 3 f J Complete enginered storm water structure as designed.
Z ' °+ M ZP No. 142 LLC // ,� 9. When construction is complete and all areas are stabilized completely, call for inspection by
•-•--•-•-- " a Lo„ Environmental Inspector.
•�•- '� tip g Leof Nall Subbdhlslon
' p
( z P--- - \ Book 4918 Page 2950site is approved, remove temporary diversions, silt fencing, sediment basins, etc. and seed out
4502 Ship) d •A / or pave any resulting bare areas. All permanent erosion control devices,
m I j met Roe11•t-a04-00s-aoo �/' such as velocity dissipators, will be Installed now.
a6 Zoning: RBED
,
ql c vi >r I c
¢tpiV pan An
Pf Li
1 ZAm
Ia i .41 j
N ! G GOLDS GYM !a� 0.4
am Above,
--��corlslRua � �x ,' MAINTENANCE PLAN: '� F
The following maintenance plan shall be followed until the site is completely stabilized after h+M az
a � r i � construction. During construction the Contractor shall be responsible for inspection and h W O 0 � z
maintenance of all erosion and sediment control measures. wO
1 m."fin+m oa•um,vm .' x �� / ,. Z zUF
1. All erosion control measures shall be checked for stability and operation following any l �a
! ( «� 'I ; • w"GORiam""D f rainfall producing runoff and at least once every week. Any needed repairs shall be ^ O A a
HARM4y / made immediately so that all erosion control measures are maintained as designed. °
> +*,° I e 2. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance
! N- o a/
g � awr ��� ,a / / ��r with the seeding specifications in order to maintain a dense vegetative cover. F z [I]
I S ^ � rNi
M.M, 3. Sediment deposits shall be removed from sediment fence after each storm event or
= 1 m 1 'r sediment fence should be replaced. They must be removed when deposits reach
approx. half the height of the barrier. Any sediment deposits remaining in place0-4
i , ^ 'aN I .,# 1 P �. after the sediment fence is removed shall be dressed to conform to the existing
9 ^t ' �`�� �' grade, prepared and seeded.
! ` _. �';A ` ,,. '•-has, r,. ,. / ,.. ,''
s,�° ° .fit /' / , [x ,u e ,: •'' p xlao Mel Yang 4. The sediment basins shall be cleaned out when the level of sediment reaches
R���001Id•1-O the mid-depth point below the weir elevation. Washed stone shall be cleaned
or replaced when the pool no longer drains properly.
5. Ground cover shall be established on exposed slopes within 15 working days or 30 !�
calendar days following completion of any phase of grading. Permanent ground cover for H
all disturbed areas within 15 working days or 90 calendar days (which-ever is shorter)
Christy Renee �°y�` following completion of construction or development.
I 1 �• ,i'� •,r m n°"aS / e pi ,,,/ MI d,•N \ 5
R06115-008-005-000
REVISIONS
R06Debm 115-008 0-000 d�,\ NARRATIVE: o
�� r 4� �► z• ' /e e zoning: Residential �\ rr The Harris Teeter and Retail additions will be located adjacent to the existing Harris Teeter a
cap L,e,l C Z �� at Long Leaf Mall in New Hanover County, Wilmington,North Carolina. The total denuded °
4 + en•. ,L L°°� r \. acreage for the proposed development is approximately 5.57 acres. The site is currently
1 \ N' . ` R06115-ooe-a07-000 r.� . z
°o zoning: Reeklent I ,. paved with the only pervious areas consisting of the building ad area and landscape °
KRISPY KREME DONUT P Y P g g P P
January 26th LLc / . islands. The scope of work within the denuded area will include the demolition of existing
1 Traete One and Two pavement to construct the new building additions and add various landscape islands per the
` Oead Baok 2014 Page 923 r f i \ y
+ R06118-0: ce14-007
Zoning: CB < o, ° /f Wilmington planning standards. When the buildings are constructed the parking area will
Roberts Eudie
R06115-ODS-011-WO � / /! be overlayed and re-striped. Erosion control scope of work will include the installation of
Zoning:Realdential e ` y \ r \ H,�`p as PROJECT#:07-4030 DATE:01/30108
e / r silt fencing, inlet protection, storm drainage structures, and rip rap dissipater �10�
\ o ✓ , ,:l ��j � DRAWN BY:Mz CHECKED II
t7 i/ / R06119-DOO-011-000 \ � TITLE
zoning: Residential ` /"t10 I0, OVERALL
r/ e° GRAPHIC SCALE SEDIMENT & EROSIO
.0 560 0 50 100 200 CONTROL PLAN
��� SHEET
wrA a er,e,�ti ea ter ' S
( IN FEET ) C3 C292
m i / zees `•'� 1 inch = 100 ft. O

p� c0 •--I M O 0
"VIC,a w ?�.0e3 tr?..t 3' i / f/f/b,yy/y^ . '-- ---♦-- —__` \ \\0 a a�+ N o p�Op ,7
i .; :.... �� ` CONST
Gate i �, ,Y> LIMITS OF
4©.00 r, ♦ R U CTTIQN �.9' �' z
i I Co one sto _yY ffj 1 e = � • \ '� I--I ° T ON
i 145.CJ2' Bldclr Bt1flm"a� l / i°' ♦
11
o STAND BY
j I GENERATOR PAD •`,`�.:•o I � �/ III ` �� 4- � �� � � �� •
SWITCH GEAR PAD BY HT VENDOR 44.10
i,: 4 r ��! I•+�I
15AWCUT WC t r�
/EX. PAVEMENT"I I ' e.� � k1/rye•. �% �`' Off• ��\ � o
i a COMPACTOR PAD o I 5 ✓' �/. ( � r/: . :
BY HT VENDOR f y
/" Av -
o
i1 o I X. 11 T ION
T ' Si I, _ H A R R I k o I ,�\�� , , P P TO MN
o o o! 44.10e .'`o I oQ , / AP OP0ERMIT
j I ti R
8c
i I TEETE AREA PF OVERLAY
i h 52,610 sf AND REBUILD
♦ a'' � ' y
T: FEE = 44.1 I 3 / MfASNNaNO 1 \\,, ✓: `' /fff =
y� 1 ttnhI T `'a ;r IGIg f .` TNT Ia g ' , r/r f ' f ,'' ° a
Q'7 IrV 125 F . 1:� y N O /•''+ / Ai st� ` 7•r
ASPHALT FLUSH Q ti /9/a
WITH CONCRETE �
ry ,
Rr / y o°''pp
'ate od'o'o 11 v
d
♦ \ F I - s 3 9 ;. i r / ' EX. RE MP R d RELEASED FOR
CONSTRUCTION
♦ 4-���0� 4 �[ � 4 4 __- .,� r' rr /� 'EX. r�' 10 MAIN.�� �,�END EX. ESMT
of �i .. o
♦ , '� BEGIN NEW ESMT r � / ' �� 4/1 r
�l " FU TU H sir t+eo_s7
\.
O 40.97 . J N oo
♦ \ EXPANSIO REA 20 OF WILMINGT
s ♦ \ § � W �INE ESMT VIP � �, . ,,'' ,'' 6` py� ,,� ~�
ym' 1, f .♦ '' '' oe �
1�1� ♦ �t ` _ _ r1 NL� ROTECT41b'N
�r �6 �� yilj e. r? ♦ r y F� N
AR ° I 3�\ r ��'J r rT �1 x F" 00
3 + Q !"\ gy6"�i. / sum ♦ / r / '''/ �,°' /`° r r U w r") y" V
40' Id+,,• r L �' TO REMAIN '' �� �� G' " i do 9 W �e W ° 1
Rigs W A ~ 3
�
LIGI T LL `. r r :' �°�
� �_ - . OC O ISI._. t-_ /,"yob/'r < ,- ,/, ��
1�� +� \ g $�0 r1 41
GRADING/EROSION CONTROL LEGEND
C� .p \ � / / � / ' J r � � ® �� SILT FENCE W/ OUTLET SF SF SF� N
' �` \ k2� "f / ' \ �``� �� TREE PROTECTION FENCE TPF TPF TPF w
CZ ♦ --'' ¢� �� DIVERSION DITCH TD—> --M—> TD-> —
d 9 r� o ' �, d PROPOSED TREELINE REVISIONS
.� rra�nn�' I
6.68 CO 1 a t �' rrr �'' - `X' REM ��� �' R,oa PROP GRADES MINOR o
Curb Flowline 38, 16' ♦ ^7 -' rr� `� ® ei y PROP GRADES MAJOR Q
Ceu b 121eRETIOf� ; 1b r. �y ��� �O� �� l�e EXISTING TOPO MAJOR
l .[ me C li 1 ANCE ♦ �- ` _ ' :' �' `� .� �O o ---
QD S REQUIR DURING ♦ '% / ti EXISTING TOPO MINOR
AVEMEN `EMOVAL Ec .. r G ��:e' �' �� o �� EROSION CONTROL NOTES : . CONSTRUCTION LIMITS s o m m o m . . . . . . . . . . . .
_ ,
CONSTRUCTION ENTRANCE 'yo
r - 1 1. DENUDED AREA - 0 ACRES
t ` ��Jj p / GRAVEL (CABC) o
E DONUT �' �•' s° � 2. IMPERVIOUS SURFACE = 22.546 ACRES �.�'�� PROJECT#:07.4030 nATE:oIr3oros
3 �� - 10VE LIGHT P 2 'O
J. /, P� / � _ C� 3. TOTAL AREA = 25.163 ACRES
8th LLC `�` / 4ce1 RELOCA R �✓ 4. REFER TO SHEET C 3.0 FOR DRAWN BY:MZ CHECKEDEY:ET
and Two
t�4 g'�a PROGRES ERGI' STORM WATER INSTALLATION SCHEDULE TEMPORARY SEDIMENT TRAP (TST) TITLE
�r �,e �ti S
14 Page 923 ''� ' b a �` � t�� 5. TREE FENCING SHALL BE INSTALLED AND
r i 9 Il MAINTAINED BY CONTRACTOR. RABBIS TEETER
00<1
' �yS oo e� ((+� SEDIMENT BASIN (SB) SEDIMENT & EROSIO
�!��� nr. 3 f �' lei �� ��� V ' 6 AREDISHOWNHONUDETAILDSHEET C SEED E93REPARATION RISER BASIN PER DETAIL GRAPHIC SCALE CONTROLPLAN
5- 014- 0071*1
'
4�� OUTLET DISSIPATOR 0 15 3o so �i
Cg OO�G�r rr ' 6co �,1,0 �� m 7. CONTRACTOR TO INSTALL INLET CONTROL AS PER
- oS g DETAIL ON SHEET C 9.2 AS NECESSARY.
r r 5A ® 8. SLOPES 2:1 OR GREATER SHALL BE STABALIZED y SHEET
l `\� '-, 0p � 6 N ®O � W/ FORTRACK 35/20/20 GEOGRID PER MFG. INLET PROTECTION ® ( IN FEET ) � C2291
� OR APPROVED EQUAL. 1 inch = 3o It.
1p ,o �° 9. SOILS - BE CHECK DAM

• ,'T O M V 1 iD
• 3CVr �! MN� O
pp U
I�J .ate
NOTE + N '
Z tc m
F-1 N
1. STRUCTURAL DESIGN OF END SECTION SHALL CONFORM
WITH THAT OF STANDARD REINFORCED CONCRETE. FINISH AS GRADED �A ~ 4� U i 3
w STD. CITY OF WILMINGTON (b • c E" k, 3
w PIPE WALL UNIT 2 -0 M.H. COVER. SEE DETAIL
a w DIAMETER THICKNESS SLOPE B C D E WEIGHT SHEET SD-14-01 & 14-02 /// �\
12 2 1/4 3:1 24 as 73 24 730 3/4" CEMENT PLASTER
15 2 1/4 3:1 27 46 73 30 910 Q� I O
o_ MAX. CORBEL 1" PER I I
18 2 1/2 3:1 27 46 73 36 1190 COURSE I •
21 2 3/4 3:1 36 37 73 42 1370 Q STEPS 4 I '
24 3 3:1 42 31 1/2 73 1/2 48 1770 d �1 _O / ••j
ELM 27 3 1/4 3:1 48 25 1/2 73 1/2 54 2130 w _ _// •
N
D 30 3 1/2 3:1 54 19 3/4 73 3/4 60 2380 1 7.5" 4'-0" •
__ C B 33 3 3/4 3:1 60 36 96 66 3870 In
w
36 4 3:1 63 34 3/4 97 3/4 72 5320 < A
T ELM
= 42 4 1/2 3:1 63 35 98 78 5920
+ 48 5 3:1 72 26 98 84 7470
h
w SLOPE
a w 54 5 1/2 2.4:1 66 34 100 90 8810 6'
o RIP RAP 60 6 2:1 60 39 99 96 11180
SECTION "A—A"
72 7 2:1 78 721 99 108 13980
< ,� n O -�ol
-
OO 0 O G. DIMENSIONS IN INCHES WEIGHTS IN POUNDS
SGQU PROTECTION SD 1 -17 SD 2— 03
FLARED END SECTION — OUTLET GUIDELINES FOR STORM DRAIN MANHOLE
SECTION x-x 2D' —__
NOT TO SCALE NOT TO SCALE '
4
4'-0" CLASS 1 C FIG. 2 �°'°.aeK
CLASS - C +
_ - SHAPED BOTTOM
SHAPED BOTTOM "
LOAD FACTOR LOAD 1 FACTOR „ z '
G
- 1.5
<.� • CLEt" MIN. W Bc W
° AR (TYP.) n LIGHTLY
Al n_ > - _ COMPACTED
° ° ° `� COMPACTED BACKFILL
I — 3'-0" I a BACKFILL LEASED FOR
Iy� G Bc/4 BUT NOT CONSTRUCTION
a " ^ I (, b1I - �' - ° a Bc 0.5 LESS THAN 4"
I ' a "C" - G ° 3 n ° c MIN. Bc
Ci 1" MIN.
I.. I 1 CLE R (TYP.).. - N 0.5
II• I HAND SHAPED FROM MIN.
�' N ° ° ` FIRM UNDISTURBED SOIL HAND SHAPED FROM
ANGULAR BEDDING MATERIAL ~J
°i r I
4 x(L4A W4xW4
4
FIG. 3
o
L c CLASS - B FIG. 3
an 4 ASS - B
4 LOAD FACTOR° LOAD FACTOR
1.9 I ~,
J °° n G 4 a W BC W a Bc N !�""1
I� ° ° ° ° r G�. p
— •— J #5 REBARS ® 12" c ° �° °
L CAREFULLY COMPACTED E"I
�' -i CENTERS. (HORIZ. AND VERT.) G <' ` ° COMPACTED BACKFILL Z
`�'
_ (USE WITH 4'x4' & LARGER a ° �_'. - - - �, ` G BACKFILL N
p DRAINAGE STRUCTURES. TYP.) 1I In U E gg
6„ = 3•-0" 6., r, 4 °a ° n<, U
' ° ^ c ° ^. . _ ° '' ANGULAR O O W O
SOLD WALL PLAN VIEW 4 1 ° MATERIAL i
z
'n G ° HAND SHAPED FROM
c ° UNDISTURBED FIRM SOIL B Ss THAN NOT
w Z
6" 3,-0„ 6„ 6" 2'-6„ 6„ ° � 04 w 0
GUIDELINES FOR BEDDING DETAILS, STORM SD 2-17 o
6" TOP SLAB 6" TOP SOLID WALL ISOMETRIC VIEW SEWER CLASSES B & C NOT TO SCALE `J
G °
Ix N
z °
_ G g
• c. GENERAL NOTES: 1
G 1�1
La
10
G: * USE 4000 PSI CONCRETE, PROVIDE FOR H-20 TRAFFIC LOADING.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR GRADE 60 AND '• A ;;1,< ,
• - WELDED WIRE FAVRIC CONFORMING TO ASTM A185, A
_ * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD 1926.704 * 3d d � _ K,x x ^i��, v(,�:n_n x.
° REVISIONS
PROVIDE FORMED OPENINGS, FOR PIPE TO PROVIDE REQUIRED SIZE AND LOCATION. 0 0
G SEAL OPENINGS WITH HYDRAULIC CEMENT.
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
4x4 W4xW4 m 4x4 W4xW4 a
a WWF (LAP WWF E * SET ON 6" WASHED STONE
WWF (LAP WWF PLAN
6" ON TO REBARS) , 6" ON TO REBARS) j
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH BRICK. PIPE OUTLET TO FLAT AREA z
G NO WELL-DEFINED CHANNEL h
* PROVIDE PRECAST STURCTURES OVER 4'-0" IN DEPTH WITH STEPS/LADDER
INSTALLED IN ACCORDANCE WITH ASHA STANDARD 1910.27 AND AS FIELD NOTES: y
CONDITIONS DICTATE.
o' • 1. La IS THE LENGTH OF THE RIPRAP APRON.
w #5 REBARS n * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG AS THE SAME 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT q
#5 REBARS AREA OF STEEL IS PROVIDED,
a 12" CENTERS } 12" CENTERS NOT LESS THAN 6'. PROJECJ#:07-4030 DATE:01/30/08
z (TYP.) z F- (TYP.) * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER BASE CONFORMING TO FEDERAL 3. IN A WELL - DEFINED CHANNEL EXTEND THE APRON
SPECIFICATION SS-S-21A, AASHTO M-19B, TYPE B - BUTYL RUBBER. UP THE CHANNEL BANKS TO AN ELEVATION OF 6" DRAWN BY:MZ CHECKEDBY:ET
° ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
�3 • - * USE FRAME AND GRATE AS PER SD-19. TOP OF THE BANK, WHICHEVER IS LESS. TITLE
T GROUT INVERT TO PROVIDE SMOOTH FLOW 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
G G INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. STORM WATER
DETAILS
SECTION *C-Cm
SECTION "D-D" SHEET
PRECAST DRAINAGE STRUCTURE SOLID WALL NO 2-24 PIPE OUTLET PROTECTION NO 2-15 0
C9 * 391
NOT TO SCALE
NOT TO SCALE

• .'�OMV7 � �.'
• c� Or--� MO
.--� V7 O N p
4 N O O
V
p p,� =E
�
2 2'X2' BOX FOR SUMP PUMP ^ • p � p
4 -• 3
13 7s.. ° o H w
P - P .. .v°. _ .a ° v d. 3
1f l 919 � � � �
N 2"N - d
•A
i A SECTION — LL SECTION — MM ° NOTE
•
° 1. REINFORCEMENT IN END WALLS SHALL MATCH DETAIL.
B 4 n ° °
_ 4 2. PRECAST TRENCHES MAY BE USED IF SHOP_ DRAWINGS ARE 1" d E
a
PLAN °FRAME, GRATE & HOOD ASS'Y 1 � o n ° ° SUBMITTED TO ENGINEER A MINIMUM OF 7 DAYS BEFORE u •
J 2" SECTION - BB PLACEMENT. I^;
SECTION - PP 3. CONCRETE 3000 PSI.
•
EL
24" PLAN VIEW 4. GRATE TO BE TRAFFIC RATED:GRATE OPENINGS TO BE PEDESTRIAN RATED.36" 9„ 5. CONTRACTOR TO PREVENT COMPRESSION ON TO GRATE
1,37" 7.37 DURING COMPACTION OF PARKING LOT. OWNERSMAINTENANCE CREW MUST BE ABLE TO OPEN GRATES AFTER
SECTION - AA 1
J L M 3„ SECTION NN 1- CONSTRUCTION.
FRAME PLAN 5 6 " 2" EXPANSION JOINT
3'R 0. 5 NEENAH TRENCH GRATE �" EXPANSION JOINT
0.5'• MODEL # R-4990-BX TYPE C TRUCK WELL CONCRETE
R­iO �. OR EQUIVALE TRUCK WELL CONCRETE
� LO
1.15"
4.63' g" � d 4 -a �- -SLOPEin o . - ° ° . o 4 n0. 4.75" 0.75' _ 1.75" 9 .. "4_ o . ° ° ° ° IHI ..
1r " 4.63' � 9 4 . a o a
SECTION - RR 12 °
R 9„ n
HOOD ELEVATION 0�75„ 0 0.75" P5.12" 18' MIN
=11_ "II 6"
0.69" it 7
0.69 0 CONCRETE REINFORCEMENT TRENCH DRAIN 21^
a, �-I 1) ##4 BAR 6" O.C. TRANSVERSE AND
aTA° LO<dGITUDINAL INCLUDING ENDWALLS
6" 36 3.5" SECTION - JJ a 6" d
3.5"
000iii < i..
SECTION - KK --� SECTION VIEW THROUGH TRENCH °
REFERENCE TO NCDOT
v'
DETAIL NO. 840.03. ° ° ° RELEASED FOR
SECTION VIEW ALONG TRENCH CONSTRUCTION
NOTE: USE TYPE "E","F",& "G" GRATE UNLESS
OTHERWISE INDICATED
FOR PRE—CAST SD 2-19 Z
CATCH BASIN CASTING TRENCH DRAIN WITH PUMP BOX 0
NOT TO SCALE �..�
NOT TO SCALE �
90 Q o a
UPSTREAM END OF K
DETAIL SHOWING TYPES OF GRATES TO STORM DRAIN v,Ni F-i
BE USED ACCORDING TO WATER FLOW. 35.75' 2� OVERFLOW ll) F-i
0 0 0 p��
TYPE "G" TYPE "E" TYPE "F" B C4
1/3 PIPE "
I r= DIAMETER (� W QI
WATER FLOW SAG WATER FLOW A ��00�00 ��0000� A i" I m A CEO 0 '4 _.._ --= ...-_, - `-, , ''.. �: O O W O
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-- --- --- -- - - - --- I B
B 1.5 PLAN - _ -�{r- 1' OF PLYWOOD
_-_-_-_ - TTT FRAME, GRATE & HOOD ASS'Y
1.75" 3.25" SECTION - BB
SECTION - BB 1' 3/4" EXTERIOR
—- -- -- - - - - -- -- -— 1.5" 0.62' SECTION - PP NOTE: .PLYWOOD S�a9 � I�cyl
-- -- I --- -- ---- --HF -1. ALL PARTIALLY COMPLETED STORM DRAINS
1.75' r N SHALL BE PROTECTED AT THE END OF o
WATER FLOW SAG WATER FLOW 2 25" 35.75' C4 w EACH DAY IN ACCORDANCE WITH THESE a
SECTION - AA cNn 1 37" DETAILS.
TYPE "F" TYPE "E" TYPE 'G' K K ' 1.37° '��/j+
TYPE - E PLYWOOD INLET PROTECTION
RAISED FLOW SECTION - AA 1"
ARROW 1/16" HIGH
RAISED FLOW SECTION - NN
A 2.75" A ARROW 1/16" HIGH J FRAME PLAN 3.25" 5 875, STEEL FENCE POST
(TYPICAL)
2 75 .5 UPSTREAM END OF OVERFLOW
OO1.5" 1.5" 37" 3"R 75' STORM DRAIN
S,r N
a
1.5" O 4"T"U4-75"
All
R .5 N 25„
N
O 1:5" N 5" 6" ,. , 1 3 PIPE1.5' -i _ / REVISIONS
us 4.875' N g„ ' DIAMETER0.75" T.75' 1.75'4.63'_14
.75" A . � g, WASHED STONE FILTER � � ` �
1.5' 1.75" 1.5'" _ 35.5" SECTION - RR ACROSS PIPE INLET
w „
;.� 1.75" R a e "•' , o
•4�x 2 3 r, r
1.50"R HOOD ELEVATION 75' 0 75 5.12' � a b z
_' " `4 e f ' ..
35.75" 0.69' rn 0.6 I� is r III :- o
1.5" 0.19' 13,. 1D - p o 6" 3.25" H = I III- _ III -III- F -1
r 1.5'. �/ 0.12° 0.75" �. m
- 1.50'R t9" g• g Ni \. \ / \ / HARDWARE CLOTH
TYPE - F �� 12„ 35'�36� 3.5•: SECTION - JJ I I Li
- 1.5" SECTION - KK Li L) °
0.88" % - -Fi-- PROJECT#:07.4030 DATE:01/30/08
SECTION — AA pq STONE FILTER INLET PROTECTION
�{+ DRAWN BY:NE CHECKED BY:ET
0.88"
TION
� - AA � TITLE
SEC
NOTE: USE TYPE "E","I"'A "G" GRATE UNLESS
STORM WATER
TYPE - G OTHERWISE INDICATED
DETAILS
SHEET
SD 2-20 CATCH BASIN CASTING FOR SD 2-21 CHS-1 9 C9 . 3 . 2
CATCH BASIN GRATE FOR PRE-CAST NOT TO SCALE 24" HOOD AND GRATE NOT TO SCALE STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE) o
NOT TO SCALE

r • c�aS � mo 0
N
� Ur- t d
CROWN OF TREE IS NEEDED FOR LEAF
REQUIREMENTS FOR CORRUGATED STEEL PIPE GROWTH TO PRODUCE OXYGEN, FILTER
NOISE,
~� • ��
\ \\ THE AIR, REDUCE WIND, SOFTEN NOISE, � U 3
GAUGE THICKNESS / AND PROVIDE BEAUTIFUL APPEARANCE. com\
/ VARIES AS DIRECTED BY ENGINEER (10' MAX.) / ' DO NOT DISFIGURE CROWN WITH ) • c:? 3
TOP STRAND MIN. #10 GUAGE INSENSITIVE PRUNING! EXISTING TREE
CORRUGATIONS STAY WIRES MIN. #12-1/2 GUAGE \ \ 1
z
MINIMUM
DIAMETER 2 2/3" X 1/2" 3" X 1" 5" X 1" COVER a
12 INCH 16 GAUGE (.064") N/A N/A 2 FEET 3 0 J
15 INCH 16 GAUGE (.064") N/A N/A 2 FEET ' DRIPLINE
18 INCH 16 GAUGE (.064") N/A N/A 2 FEET
24 INCH 16 GAUGE (.064") N/A N/A 2 FEET rx/
30 INCH 14 GAUGE (.079") N/A N/A 2 FEET \\��\ \„\
36 INCH 14 GAUGE (.079") 14 GAUGE (.079") 14 GAUGE (.079") 2 FEETV BOTTOM STRAND MIN. #10 cuncE
42 INCH 12 GAUGE (.109") 12 GAUGE (.109") 12 GAUGE (.109") 2 FEET ^/
DRIPLINE
48 INCH 12 GAUGE (.109") 12 GAUGE (.109") 12 GAUGE (.109") 2 FEET \ �% �V
54 INCH 12 GAUGE (.109") 12 GAUGE (.109") 12 GAUGE (.109") 2 FEET \ \ % i \ ��� PLAN 3' MIN.
ABOVE
3" MIN. STAKE
PROTECTIVE I GRADE
60 INCH 10 GAUGE (.138") 12 GAUGE (.109") 12 GAUGE (.109") 2 FEET �� - \; \\ �� BARRIER
66 INCH 10 GAUGE (.138") 12 GAUGE (.109") 12 GAUGE (.109") 2 FEET \ '
72 INCH 10 GAUGE .138") 12 GAUGE .109" 12 GAUGE (.109" 2 FEET STEEL OR wooD POST \\\ STRUCTURAL ROOTS '�78 INCH 8 GAUGE .168" 12 GAUGE .109" 12 GAUGE (.109' 2 FEET STRUCTURAL ROOTS LOCATED
( ) ( ) ) _ FEEDER ROOTS � NEAR BASE OF TRUNK ARE
84 INCH 8 GAUGE (.168") 12 GAUGE (.109") 12 GAUGE (.109") 2 FEET FILTER FABRIC FEEDER ROOTS ARE LOCATED NEEDED TO GIVE SUPPORT TO
90 INCH N/A 10 GAUGE (.138") 10 GAUGE (.138") 2 FEET AT "DRIPLINE'" OF TREE ENTIRE TREE. IF REMOVED,
(. AND PROVIDE TREE WITH ELEVATION TREE CANFAIL AND DAMAGE
96 INCH N/A 10 GAUGE 138") 10 GAUGE (.138") 2 FEET
NOTES: GROUND LINE o MOISTURE AND NUTRIENTS. PROPERTY.
102 INCH N/A 8 GAUGE (.168") 8 GAUGE (.168") 2 FEET FILL SLOPE / SEE NOTE 1 & NOTE 4 SEE NOTE 2 & NOTE 4
1. WIRE SHALL BE A MINIMUM OF 32" IN
108 INCH N/A 8 GAUGE (.168") 8 GAUGE (.168") 2 FEET WIDTH AND SHALL HAVE A MINIMUM OF 6 N
i \\� TREE PROTECTION DURING CONSTRUCTION NOTE:
114 INCH N/A 8 GAUGE (.168") 8 GAUGE (168") 2 FEET LINE WIRES W/12" STAY SPACING 6" v \\\ v TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
< 0 1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
120 INCH N/A 8 GAUGE (.168' ) 8 GAUGE (.168' ) 2 FEET 2. FILTER FABRIC SHALL BE A MINIMUM OF MIN. PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
36° IN WIDTH AND SHALL BE FASTENED \ \ UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
ADEQUATELY TO THE WIRE AS DIRECTED •,/� /\ �� ����� WILL DIEOF . CTION THESE "FEEDING EEDING ROOTSUSE WATER ' OCCUR WEL AIR NOT L AWAY FROM THE REACH THE TS AND BASE OF THE
TREE DRIP LINE - THE THEETIPSF OF
IL DIRECTLY THE OUTERMOSTEATH THE BRANCHES TREE EXTENDING OUT TO
NOTES: BY THE ENGINEER N \\' \\ \\ \\ \\ 3F
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
1. ALL CORRUGATED STEEL PIPE SHALL BE GALVANIZED AND FULLY BITUMINOUS COATED 3. STEEL POSS SHALL BE 5' 0" IN HEIGHT w _ a o \- %" �� �� �\ �� ' +� "r
AND BE OF SELF FASTENER ANGLE o i \ VAAVA�VAAiVAAVA IS PROHIBITED. APRO!TECTIVE BARRIER SHOULD PREVENT DAMAGE ELSE s
AND INVERT PAVED. a 'b w -
STEEL TYPE o N �A VAA�� A OCCURING DURING CONSTRUCTION.
2. ALL CORRUGATED STEEL PIPE GREATER THAN 60 INCHES IN DIAMETER SHALL BE ,
4. WOOD POSTS SHALL BE A MINIMUM OF 6' 3 - l/�
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
FULLY PAVED (SMOOTH FLOW). \\
IN HEIGHT AND 3" OR MORE IN DIAMETER TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
3. CORRUGATED STEEL PIPE SHALL NOT BE USED FOR SIZES LESS THAN 60 INCHES WIRE FABRIC SHALL BE FASTENED TO WOODEN �\ \I UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
EXCEPT BY PERMISSION OF THE CITY ENGINEER.
POST WITH NOT LESS THAN #9 WIRE STAPLES \'I OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
4. ARCH PIPE SHALL GENERALLY BE THE SAME GAUGE REQUIRED FOR THE EQUIVALENT 1-1/2" LONG \\�\� CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
RELEASED FOR
ROUND PIPE. ANCHOR FILTER FABRIC SKIRT
5. ALL CORRUGATED STEEL PIPE WITH COVER GREATER THAN 25 FEET SHALL BE AS DIRECTED BY THE ENGINEER CONSTRUCTION
REVIEWED AND EVALUATED TO DETERMINE THE REQUIRED THICKNESS.
UREQUIREMENTS FOR CORRUGATED SD 2-13 GUIDELINES FOR TEMPORARY SD 13-01 METHOD OF TREE PROTECTION SD 15-09 METHOD OF TREE PROTECTION SD 15-08 Z
STEEL PIPE GAUGE THICKNESS NOT TO SCALE
SILT FENCE DETAIL NOT TO SCALE DURING CONSTRUCTION NOT TO SCALE DURING CONSTRUCTION NOT TO SCALE
Q C) a
DEWATERING EBLOCK w
CURB INLET
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V �oojq �� 0 0 G ,r so ' I� Ar i \ N
If
o Q q q o
��
-�.
�2:1 SLOPE,GRAVEL FILTER
DROP INLET o
WITH GRATE ..
WIRE SCREEN GRAVEL FILTER GATHER ��-�'- -��`�-
a �
TEMPORARY SEDIMENT WIRE SCREEN DEWATERING CONCRETE BLOCK ' "r - �)( t ��\\ EXCESS & 1� } �}
� ' ^�� i� �- �t�r l �l . AT CORNERS � ��' FRAME
POOL _ _ _ _ RUNOFF �- i M
.. WATER WITH 6" �- �( `) ��! �\ \ i� -CALi Fj.)
SEDIMENT FILTERED WATER �` ( ` -/"7. i Li(""'� +- y, L
1' MIN OVERFLOW
2' MAX _ � 16' a .t. a
ki IN
4 STAKE FRAM E
//�//� %V%//�/��/VA V/ � �%//%/V�V/%�///�%�//�//�✓jam;�/� p /%V%�/%�// 2 -3 re ''- :�, �- k Al i i REVISIONS
's �1,
/ \ DROP INLET \�\/ / \\ !// /j //// //; \\\//\ir COARSE AGGREGATE ! >1.. E x
SEDIMENT //: WITH GRATE \ \ �/j/�\/j�j%j��j//�j//j/// // ^� / // / 4 D \�j\�%�/ i. • iQl
CONSTRUCTION SPECIFICATIONS SEDIMENT
// \
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW P
\ \/�\\%\ \\ �/\/
TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2" BELOW WIRE SCREEN ��A� /��,�A/�A a P \��� FABRIC . 11 THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN
/\/ 1
OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY 2" X 4" WOOD STUD D
PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
CURB INLET
MIN � � PROTECT#:07-0030 DATE:O1/30/08
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS \ \
OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. DRAWN BY:MZ CHECKEDBY:ET
BURIED
FABRIC TITLE
3. USE CLEAN GRAVEL, 3/4 TO 1/2-.INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP
i�
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE.
� EROSION CONTROL
D.O.T #57 WASHED STONE IS RECOMMENDED.
DETAILS
SHEET
SD DROP INLET PROTECTION NOT TO SCALE 2-14 CURB INLET PROTECTION NOT TO SCALE N SD 13-02 CONSTRUCTION ENTRANCE/EXIT S NOT TO SCALE 13-03 GRILL BASIN PROTECTION SD 13-0 NOT TO SCALE o C9 *4e I
NO

EL 43 8--�
32 0' --
- 1 i F.F. = 44.1 V) - `
SF '0
_. 42'4 42'j 43.3 0.35% SLOPE I 43.6 -
EL t ' E .0
— f c� 376 SF
o -
V .. - _ -
A _ _ ?� 137 sF BAR SCALE 1 "= 30'
�. __
1.
1221 SF
3 i U = ,
ry
a w�vr -
z
3
EL 43.6
s
� 4 e eg nd
--"-- EXISTING IRON PIPE
ro
Fl F. F, E. = 44. 1 .) 9z sF EXISTING CONIC. MONUMENT
-. EXISTING --- X
E NEW IRON PIPE
RMAIN
EASEMENT 221 sF ° I NEW 20' v f- - - _ EX HEAVY DUTY UTIL POLE
EASEMENT 1
WATER - EX UTILITY POLE
EASEMENT -
I �y6 EX LIGHT POLE
a 3
9 _ I EX FIRE HYDRANT
137 SF 'v °'� ° 3` ':`. _. .-"' f'- EX PROPERTY LINE
• ° EX CONTOUR
, wry. . . a•_ ° _ I
y Rap p, 893 sF\ EX DROP INLET
EX SANITARY SEWER MANHOLE
EX STORM DRAIN MANHOLE
40-3
°
i * PROPOSED LIGHT POLE
—SS SS— PROPOSED SEWER MAIN
EL 43.6 —W W—
PROPOSED WATER MAIN
y
PROPOSED LANDSCAPING
NEW 15' a ••�-•
WATER EASEMENT C�J . a R40, - ft
43 PROPOSED CONTOUR
EL 43.6
s\
42 I PROPOSED SPOT ELEVATION
�� 43 + X f ' ` (FINISHED PAVEMENT UNLESS
o
_ '- ° : „�•" - �• �.� OTHERWISE
779 NOTED)
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_ - -,. _ -EL 43 4 " •�
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NOTES:
f
�.. � 'J - 1) PROJECT SHALL COMPLY WITH THE CITY OF WILMINGTON CROSS CONNECTION
• - `�" �` - CONTROL REQUIREMENTS AND THE CITY OF WILMINGTON TECHNICAL
\ - - ,. _ F
_ ,` : ,/ _;. >` tr SPECIFICATIONS. WATER METERS CANNOT BE RELEASED UNTIL
- REQUIREMENTS ARE MET. CALL 343-3910 FOR INFORMATION. IF
,,.�'s "-, s _ CITY WATER IS NEEDED FOR CONSTRUCTION, THE CONTRACTOR SHOULD
•-'- - - MAKE ARRANGEMENTS IN ADVANCE
2) WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING
`N \ • • � / �,' - - . - 1' � �� ' f -' ` 1` OR PROPOSED SEWERS, UNLESS THE CONDITIONS PREVENT A 10—FOOT LATERAL
r
„�• � � J, �� �� SEPARATION--IN WHICH CASE:
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF T1;E
•� O R'� / / - i _ s-'' <-.-`- ,,, ..,r� . BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR
THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
AA
MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE
�;z ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE
THE TOP OF THE SEWER.
3 CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS NECESSARY FOR A WATER
» WATER-
_ AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE
-' - �' THE STOP OIF THE N TO CSEWER, UNROSS LESS SS LOCAL A SEWER, C{ONDITIO S ORE WATER INBARRERS PREVENT AN SHALL BE LAID AT C18
- -` -f` SEE ARCHITECTURAL PLANS FOR- ."`�-` � .� INCH VERTICAL SEPARATION--IN WHICH CASE BOTH THE WATER MAIN AND SEWER
\ BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT
TO WATER MAIN STANDARDS FORA DISTANCE OF 10 FEET ON EACH SIDE OF THE
t BUILDING DETAILS &
POINT OF CROSSING-
•• `- F-'" r- ,,- '` =' !'`.
EXACT DIMENSIONS
- ,���` �, `' ,•' .F` �-' r/�� .- 4) CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT IS NECESSARY FOR A WATER
CONSTIN TO CROSS BOTH THE TER AND
RUCTED OF FERROUSSEMATERALS AND WITH JOINTS NEQUIIVALENTRTO WATER
i
MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF
' _ f- -- . - _ _T ;;:-•` f,,. SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT
TRUCK LOADING DOCKS CROSSING. A
y OF CROSSING.
SIDEWALKS ARE IN D�>41NfkG� -
{
RECEIVED
f BUILDING CONTRACT
s
JUL00
j<
UL212
r _ _ DWQ
z
' PROJ#
f• _, PRELIMINARY DRAWING
NOT RELEASED FOR CONSTRUCTION,
RECORDATION, CONVEYANCE, OR SALE.
E
Af
-r
DATE:5/9/00 ADDRESS: WILMINGTON PROJECT: PROJECT NO.:
DESIGNED BY: MNH SCALE: Eastwind Engineering Co., LLP
NORTH CAROLINA o0E-003
Or
mo
ADDED ONE NEW DUMPSTER 6/28/0o MNH DRAWN BY: MNH 1929—G Oleander Drive UTILITY PLAN AND SHEET:
2 ADDED RECESSED DOCK FOR HOMEPLACE W/ DROP INLET 6/16/00 MNH 1" — 30' Wilmington, North Carolina 28403 TITLE: LANDSCAPE ISLAND PLAN — PHASE I AND II
1 REVISED PER NCDWQ COMMENTS — ADDED INFILTRATION SYSTEM FOR DRAINAGE 5/16/00 MNH DWG. NAME: Phone: (910) 342-9144 LONG LEAF MALL RENOVATIONS 9a of 21
N0. REVISION DATE BY NECKED BY: MNH LONGI6.DWG Fax: (910) 342-9141
L