SW8990462_Approved Plans_20051202

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INTERSTATE
HIGHWAY
/��< / ' �� ��\ |��\/[��� [���[-[�[�[�KJ��['^
^���/� v�_ | /��_� �_|\�_|���L_,
^ ~�� ��~ . ~~, ~. , CONTROLLED ACCESS H/GA0N,Y MAP BOOK 32, PAGE 62
1ALL STREETS ARE PUSLIIC� STREETS.
.
. ` ~��� ~�~. . .~2. =".E" B. PUBLIC WATER', SYSTEM.
� x
' ! \ - -- -- -- -- -- -- -- � ' '~~ ACRES OF ^^'LANDS EXIST ON THIS SITE
BE PRECAST BOX W/DENEY
BROS. `""` DITCH '""ME =` ~'' ~'` ~''
DERED AS DRAINAGE EASEMENT
FOR THE PURPOSE MAIN TAiN|Ng POND 1 AND
ASSOCIATED PIPING
--- ---
^-
�N�LT ���- A^|7~ETA KA|Nc
BOOK 4�~^ P\~� 51
WEIR DETAIL 13 OVERFLOW-,,
> --- --- --- -'-- --- ---- --- ___ ___ �� SHT. C2 PROTECTION DETAIL 12SHT� � --- --- -~--
m
" / � 1 - --- --� --- ---
, .
--- --- ---' --- ' � Y
\ �
SEE DETAIL 11 � � --- ---- --- --- --- �-- --- _-_. ^ ' ��
,
LOCATION MAP
/ . -
' |
WEIR
PROTECTION SEE DETAIL 131
^ LIMITS
ETLA DISTURBED AREA 8
Wr" NDS LINE TYP S EROSIQN Q L N OTES: NTS
"=. 'E OWNER (SEE MAINTENANCE PLAN BELOW) SHALL TAKE ALL REASONABL PRECAU ONS TO
_
� \ r SILT FENCE .................. AVOID THE SILTING OF STREAMS, LAKES, SWAMPS, OR OTHER WATER CORSES DUE TO THE
5r°°� "E.L".`"° SILT FENCO
CONSTRUCTIONWETLANDS"
LINE TYP.
/� �� � IS ���C�
� 2
ACCESS EASEMEN� ..____
I (n 'LL MAINTAIN ALL EROSION CONTROL MEASURES OR DEVICES IN A GOOD STATE
o X__ — THE OWNER SH,A
ict 11 % D UNTIL THEIR USE IS NO LONGER WARRANTED.
0 OF REPAIR SO THAT THEY FUNCTION AS INTENDE
0 AT THAT TIME,,ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO
SEE OUTLET I CATCH BASIN 4 —�X
AI 61`1, <io b DISCHARGE 77 FT AS TO CAUSE N!O SILTATION OF STREAMS OR ANY ADJACENT P'ROPERTY.
0-4 1' FROM PROPERTY
L4 STRUCTURE SILT FENCE
EA
SEE OVERFLO SHT.C2 DISTURBED IVI
SEE DETAIL 11
WEIR DETAIL INV. 28.0 fLj N Z CH—BN-1 GRATE LINE
Of
1 1. OBTAIN EROSION CONTROL PLAN APPROVAL.
SILT FENCE '0 IIIINIIIi I'll \ III
It `qSTRU-CTION ENTRANCE AT THE END OF THE EXISTING PAVEMENT ON COMMERCE
100 —SILT FENCE HE DETAIL ON THIS SHEET.
FROM WETLANDS 10' POND 1]',1'7 FENCE ON NORTH SIDE OF LOT 6, CONTINUE SOUTH OF WETLANDS ON LOT J, THEN
m�/um��u a�ca ` '~^`' ^t' 4 ACCESS EASEMENT '^-~^~ '' ON LOTS I AND H TO A POINT 100' ALONG WETLANDS ON THE NORTH SIDE OF LOT (�
f mw||� �� F�� -kTCH BASIN f�� AROUND'—' 4` CLEA�
5` FR0W �ETLAN�� ` WETLANDS
� � �� --TASIN INCLUDING.INLET AND OUTLET STRUCTURES.
^ �- � 1B^ � 1' FROM PROPERTY °�`^''`"°
SILT FENCE/ - ` ,� � ' uu/�u -r----- ` ' LINE o. TRUCT� POND 1 INCLUDI'NG INLET AND OUTLET STRUCTURES.
� ` � ^ � ELEV. 2"'"" � ^ � (USE'S MATERIAL TO FILL LOTS I AND H).
/ SILT FENCE -�-~' U / / � W/uEWEr Bwu� 7.
�-L 5" FROM WETLANDS ' . �UN 1�� �C B��N � � CH-BN-1 GRATE |NY^ 3l /\ EL -
/ ' / W/DEV�Y BROS.�~ W/DEWEY BRO3 ' T0p ELEV, �40] 1\ A g. ��' OMMERCE DRIVE.
| � ~` PRO
OH-BN-1 QRATE �H-BN-1 GRA7� |N\� ELEV. 3O07 ��` ' ' 10. QRADE
� ' � TOP EL[\� 34`DO T0P ELEV 34OO U ' ` � �Ml' "� \� ^ 11 ORIGINAL DESIGN ELEVATIONS.
\ !� ' ' � \ U 1 L. F� 18" RCP
' ~~�~ WITHIN^---'- PONDSSILT FENCE \T WETLANDS ASSOCIATED NTH POND TO BE CONSTRUCTED.
DISTURBED AREA � 0y� �� y� �Y ' �� |U � U| |N\( ELEV. 31.71 |N\( ELEV. ZU.27 U �� � |���\ { |�| �a.
� >8| 8/ ' 1�L LOTS D |N�[A�� u|� �mu� * '
OT OR LOTS ASSOCIATED NTH POND. TO BE CONSTRUCTED.
`~~= � r - CLEAR�-
� ^ =~"= ` -^ - /~^ �uma/nu^,
CIATED STRUC
THE {�[�/\y�[>F[� --~-TURESELEVATIONS.
_ � , ._ ___- WITHIN-, - DAYS '_RESTORE
(�[l~` INC. 16. PERMANENT GROUND COVER HAS
��(l[lh. ^���>�^ �� K �� MAINTENANCE PLAN BELOW,
rn BOOK - ' ' ' - - ^ � 1� REMOVE TEMPORARY EROSION CONTROL MEASURES AND 8TABUZE THOSE
���/��� �[\� ^��� . ��
PAGE -- U X r AREAS WITHIN 15 WORKING DAYS.
y ^
U MP. CA�C EA 0 DISCHARGE
» "|� �
�n"� ' ��BEE OUTLET ° �^"`'
PROTECTION DE' '� «�' WETLANDS +�SHT.C2
be made inmediote|toSHT'C2 /mv ���« �; 1. All erosion and sediment control practices will be checked for stability and operation following every
IN</2�2O runoff -producing foinfoU but in no case |eoo than once every week. Any needed repairs will
`^~10 L. FT. 241 R P1 S OUTLETmaintain all practices as designed.
'SILT FENCE t�- � � {�' )OVERTFLOW
' � �� M� �oms��c�on entrances w� be m�� and add�ono 2 {nohoo of #4 stone to maintain
5^ FROM WETLANDS -~- ^ `�~� V�] \ proper depth. Any a*d|nnant that is tracked into the street will be |rnrnadiote|y removed.
_ TU���O AREA / U � FENCE ~~~~^~ �r BED AREA~~�----~~~�~- �_���� FENCE ' - S|il c2 � ~ 3 Sediment �lU be removed from the aad|rnant trap when storage capacity has been approximately 50% filled.
~-u/� | / 5' FRO� ��TLAND8 ' S` FROM WETLANDS � �/�' ro»�cco
'
U�|T�-- ' ' 1` F��� �R�p��TY Gravel U| b |� *d or replaced when the sediment pool no longer drains propor|y.
� U �-��J�> rove * o n on
| � ! k �_��1�l Y ' SILT FENCE -=~~- �- �-~ LINE |
\ �� �' ' � �' FROM WETLANDS '' �- 4. Sediment wUi be removed from behind the sediment fence when it becomes 0.5 feet deep at the fence.
The
` w ' ^ ' sediment fence wi|| be repaired qo necessary to maintain u barrier.
V (0 Fuj
� PRLINE SHIFTEDSILT�10' FROM ORIGINAL SURVEFE��� �� � '` '�' | 5. All seeded my a will be fertU|zed, reseeded as necessary, and mulched according to specifications in thevegetative pII to maintain a Vigorous, dense vegetative cover.
CIIII FROM WETLANDS
WETL
LINE
| |
SILT FLNCjL
DISCHARGE
1' FROM PROPERTY ST RES
NV. 27.00—
EE OUTLET
20' DRAINAGE EASEMENT
»� ~�� ^ � ^ |
ZONING
URAL AGRICULTURE (RA ZO----
NING)~~~~~~~�� :������ ^���~~
Y'-__- ............. ~~~~
EARTH WE
IR
J.TALL SILT
FROM EXTEND EXIST. 30' DRAINAGE EASIMENT X' |
WL/L'�oU5 �m� /. o�m�� *�umw ��/�*m�� ^ p / ; | �
LINE T� PROPERTY LINE
n
SECTION OF 18 RCP AGRICULTLIRAL U ; LIMESTONE AND 750 0-10-10 FERTILIZER
INV. 28.47 SEE NOTE- ^ ��. 400� STRAW. ���S�AW��
� � ASPHAL��ET�NQ, OR A MULCH ANCHORING TOOL.
IExB�RAJR�
` GERWAN MILLET 40 LB/ACRE
A APR. 15 - AUG. 15
C2 IVSOIL DMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
�
, OLT� LIMESTONE AND 750 LB/ACRE 10-10-10 FER�UZER
Y MlLJ�l� ApPLY4OOO LB STRAW. ANCHOR STRAVV ��TH
X ' ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
PENSAODLA BAH\AQRAS3 5O LB ORE
/"
U ' ^ COMMON BERMUDAQRAS3 10 LB/ACRE
GERMAN MILLET 10 LB/ACRE
NEW STORM DRAIN MH 5
� BED AREA ApR' 1 - JULY 15
INV. 28.28
LIMITS FOLLOW SOIL TESTS OR APPLY 3OO ACRE GROUND
w ^ '
LIMESTONE AND 5{� 1O-10-10BER�UZER
- y 40OO LB STRAVV. ANCHOR STRAYV V0TH
T. 'NETTING, OR A'.ULCANCHORING TOOL.
' (SEE NOTE 51 � ----' ~��~~~~� ~~�~�~~� ~~�~�~~� PERy�uN�u�
30.92 INV. ���� ' k ��^�� ~�SEEDING MIXTURE:- ~~~~~�^ pENSAOULA BAH|AGRASS
ACRE
fill;U BAS|N 8 (SEE NOTE 5� � �- r' TALL FESCUE
oO �m
�� ` ���~~4�~~- ` KO�E LESPE EZ 4o �� n�
| Y -��-U�[ � K BASIN 8A (SEE NOTE 5) �L��`�O V �� FEB. 15 OR SEP. 1 - OCT -3''-
��/V]�-�����HDYN�� -�p�� ��� 1� ��'[ C� / | | /ur �v^pw /nv' ^o ' L |tbm ux m~rL/ Duuu uRuvmu
' "r' ` CONNECTCB8 AND OF 1 OOD LB 1O-1O-1O FERTILIZER
���� `~~~ 27.0 NEW �TU�� DRAIN �H ' - AS R��1] 3y��E � '-'---�APPLY 4000 LB/ACRE - STRAW. ANCHOR STRAW NTH
A J ~~� �� ``^� 1_-- ,-E�ST GVKAL� ��^`~ .�(�� / Y���� ���'` �"°^�/u«| n�nn �C� ro/J '/ |N\( 28.82 ''^� �NEW STORM DRAIN MH �,X/ 3�OO /~��:u�^ X / 3�i5O | �� ASPHALT,NETTING, OR A MULCH ANCHORING TOOL.
---- / ___ ,���^���_____ ___ ___ ___ ___
� � -- -- -- -- -- -- -- -- -- -- -- _r -�-- -- -� -� -- -- ='�� �U �� X ^ � f 8 T� ��
31.8
now
LIMITS
~�RUN IX_28~L.,
�wo W~�^
DISTURBED AREA~--7' -- ---^--- -l| � / � DISTURBED AREA U CATCH BASIN 1 I U VU K\ � | `�~-NE� 32" HDPc~/ `�' | 'CU�TUR8ED j�EA� '�-umc oW»Lc OVER PIPE 0�TU�BE� | V ^ DISTURBED AREA 0�»
LIMITS | ' / �� `�~� � C4TCH B4�N 1-~~~ ' U� ^ U \ . ` - n�c��~�, �c� u�/ ,� on/' �� --'...�. ���" , --..^°`�
~~'~ '� |_ '' / � / '- ' '- -'--'����\
/ 8 DFF EDp(EXSTUVC0 UV� J4�2� � L� K�V. �4^O� / u urr �ur \�m �� .-=~-�" Ee' (E°S"'""v
`-' ' -r' '. /
US HIGHWAY 117
^777,
.. ... . ..
. � ' ' 1" 601^ '
� �O" 0NP
BNS� 30" C�P -~~~
U | INV. 31.98 |N\� 3238'
LC 5
VALfi-
APPRO
NORTH r,,,,1kR0L11VQ1 ENVIRONRAIENTAL
DIVISION OFWATER QUAL11Y
����
��u~-M=I ZW5
JUL� � ����
�^�� . � ����
����#
= 2
C14
CD
uj
CK
o
LU
0 0
>_ CL
>— CL
0 CD 0
C/IIIIIIIII)
RiEcEIVE
DRAWN BY:
WJR
CHECKED BY:
J.R. HONEYCUTT
JOB NUMBER:
8022
AS NOTED
5/13/02
C1 OF 31

EnC `` MAP
INTERSTATE WA 0
I -I I G H
SURVEY REFERENCE.
P
� • •._........_...._... _._......._.._ .._..... � ._._. • .w�...._.... • ..�...._,_._. • CONTROLLED, ACC NOT
____. �`ACCESS HIGHWAY MAP BOOK 32, PAGE 62 ----
�� ��` PU C STREETS.
1 i .r.,_. '"""' = _..... •......, ..�.._ ....._.. 1. ALL STREETS ARE BLI
2. WATER BY PUBLIC WATER SYSTEM.
3. SEWER BY INDIVIDUAL SEPTIC, SYSTEMS.
4. 13.5 ACRES OF WETLANDS EXIST ON THIS SITE
- --- - _ _ 5. CATCH BASINS SHALL BE PRECAST BOX W/DEWEY BROS.
• SIDE DITCH FRAME AND GRATE NO. CH-BN-314
6. ALL OF LOT M TO BE CONSIDERED AS DRAINAGE EASEMENT
----- - - FOR THE PURPOSE OF MAINTAINING POND 1 AND
_ __ _
i ASSOCIATED PIPING
F1
�_
SILT FENCE --- ( ELIZABETH KAINr
5' FROM WETLANDS -
i SEE OVERFLOW INV. 26.30 ,_ BOOK 473, PAGE 51 I
WEIR DETAIL 13 SEE OUTLET
~� - -- - - SHT. C2 PROTECTION DETAIL 12
SHT. C2
X
DISCHARGE • ---- - _ _ _ _
I N 10 X X ----- X
-- STRUCTURE
x � 46 L. FT. - ,
I '> SEE DETAIL 11
j 5 CMP SHT. C2
o) « --- ---
x \ L FENCE
SITLOCATION MAP
-�• � OVERFLOW
5 FROM WETLANDS SEE OUTLET
PROTECTION SEE DETAIL 13
~ ! r� _ • I \ DISTURBS AREA DETAIL 12 SHT. C2 + OTES: NTS
� EROSION CO,.�.TROL GENERALNOTES!
.LIMITS ETLANDS LINE TYP,
SHT. C2
DISTURBED AREA INV. 28 .
1 I
f•-�nr., I � THE OWNER SEE MAINTENANCE PLAN BELOW) SHALL TAKE ALL REASONABL PRECAUTlO1�JS TO
SILT FENCE act z 1 z LIMITS C
5' FRO WETLANDS w '`'^' I I w AVOID THE SILTING F STREAMS, LAKES, SWAMPS, OR OTHER WATER CORSES DUE TO THE
J� rncr ; < < SILT FENC SILT FENCE �,
I w Cncn ; I l„t w ( f 5' FROM WETLANDS ILT FENCE CONSTRUCTION OF Ti-1lS PROJECT.
t DID
rk�. •, I 5 FROM WETLANDS
(n tea c,+_ , '
rn `¢ � • ! 1`, ALL TRENCHES SHHL�,' BE STABLIZED .AS SOON A5 IS PRACTICAL.
WETLANDSLINE TYP.
i 'u'�" _ , •� 10' PO��SE ���.
rh m , �' �r i' t ,,
, II ! I,• 'II cn r\ k x ♦ � � CCESS THE OWNER SHALL ;viH(NTAIN ALL EROSION CONTROL MEASURES OR DEVICES 1N A GOOD STATE
`z w� i i ; i; i 1 w I X + A OF REPAIR SO THAT yTHEY FUNCTION AS INTENDED UNTIL THEIR USE IS NO LONGER WARRANTED.
+6 t I: I I ca�''� 3 DISPOSED OF SO
a v w �,, I I ' { �! ( �' -}- ^-""" AT THAT TIME, ALL ;�'IEMPORARY CONTROL DEVICES SHALL BE REMOVED AND
SEE OUTLET z U o «, I i !' I 1 { t3 CATCH BASIN 4 ♦ ---XSILT FENCE
PROTECTION DETAIL 12 '�a ¢� J I �- I i a DISCHARGE 77 L FT. """
t SEE OVERFLOilI - o POND 3 W/DEWEY BROS. / AS TO CAUSE NO Slt' TATION OF STREAMS OR ANY ADJACENT PROPERTY.
iURBED AREA n STRUCTURE 1 S" CMP--•�� g' IV-
10' 1' FROM PROPERTY
WEIR DETAIL / o z __ CH-BN-1 GRATE SEE DETAIL 11 LINE
SHT. C2 LIMITS
n- I I,+} w` TOP ELEV. 34.00 ♦ ' 26
INV. 28.0 LIMITS o o SHT. C2 �,134510N CONTROL S,EOUENGE•
' -}- INV. ELEV. 30.35
SILT FENCE ,I o f - , s o X , N ♦� ^� t ` 60 1. OBTAIN EROSION ' ',CONTROL PLAN APPROVAL.
5 FROM WETLANDS,
I 1 ,
2. INSTALL ' CONST�c�CTION ENTRANCE AT THE END OF THE EXISTING PAVEMENT ON COMMERCE
10i .�. ILT FENCE •�.� w� +-,,,,, + \ I
_1 SILT FENCE --• j r w N�^ �•
' �' PER ON THE D TAIL ON THIS SHEET.
POND ' 5 FROM WETLANDS 5 FROM WETLANDS X �• 11, \ ,
4 ! I 10 POND 3. INSTALL S{LT FE -ICE ON NORTH SIDE OF LOT 6 CONTINUE SOUTH OF WETLANDS ON LOT J THEN
CCESS EA 48„ L. FT. I ; \ q �� i1 , I ACCESS EASEMENT ALONG NOR �H PROPERTY LINE OF LOT J AND I TO A POINT 5' FROM THE WETLANDS ON LOT I,
DISTURBED AREA 18 CMP -�. INV. 26.5 I x �,� •---X X-n --X X X ---; X OX X xx oX X - X - X ` �;'; , AROUND WETLA ` DS ON LOTS I AND H TO A POINT 100 ALONG WETLANDS ON THE NORTH SIDE OF LOT G,
LIMITS `\.- SILT FENCE SEE OUTL T MP-eA CH BASIN X X .�.,34.5 -f--� -- �2\ + �\ t �4 I
-1'PROTECTION ������=- �-.. .., 70 L.FT.
FROM WETLANDS /DEWEY BROS. Q.1..E ,.. r ,,-- 43 , N '�t,` , SILT FENCE 4. CLEAR LOTS) D H.
5' 31,50 DETAIL 12 C--BN--1 GRATE 18 RGP 24 RCP 24 RCP 2 �,C` r a� I��' t 0bo
0 1 FROM PROPERTY 5. CONSTRUCT POND 2 TO SERVE AS SED(Pr1ENT BASIN INCLUDNG .INLET AND OUTL ET STRUCTURES.
SHT. C2 `� w! -i- it , < 1 6. CONSTRUCT PO D 1 INCLUDING INLET AND OUTLET STRUCTURES.
l T FENCE X '� x T�P ELEV.1 30.00 "i Rcp a `11 t LINE
SILT
L ANDS /' �� \ \ Ii V. ELEV. 26.60 -�- CATCH BASIN 3 i \ + �__ l �,, (USE EXCESS ATERIAL TO FILL LOTS I AND H).
5' FROM WETLANDS X .--- .I �o "'"• 10 L. FT. 24 C I x �� j w �
1 cn 7. INSTALL NEW S JALES ON LOTS J, K AND 6.
l
,....--''� r SILT FENCE 1 tiV/DEWEY BROS. I--_-� ? x 10 �� ._.
:.•---X I ,a 1 CATCH BASIN 2 INV. 30.00 1 (I�., Cn i - 1
X------•--•-~'X 6 j^ •--�--'� �c� l 124.43 49 _ { 5 FROM WETLANDS x CATCH BASIN CH-BN-1 GRATE , , ; i w \� , , ► � \ ` � 8. GRADE LOTS J K AND G AS SHOWN ON DRAWING.
- --i W DEWEY BROS. W DEWED BROS. SEE OUTLET ._...' I; ; i \ �, "
/ / TOP ELEV. 34.00 j _ _._ , L - \ ; 9. RELOCATE EXISING 48 CMP AND REGRADE SWALE ON SOUTH SIDE OF COMMERCE DRIVE.
INV. ELEV. 30.87 PROTECTION D T. _ r_�_ a >C X a 1_, .. _GRADE AND
PC �, `�: ` r -�- CH-BN-1 GRATE CIS-BN-1 GRATE 5 SHT C2 0 , 2 10 SEED WITHIN 105�DAYSCAND ORESTORE PONDS TO ORIGINAL DESIGN ELEVATIONS.
ENO !l9i
r P ,,, .�� w � x TOP ELEV. 34.00 TOP ELEV. 34.00 � � ;�" � ! zo ( 11 L. FT. 18" RCP
33.00 ,,�' 1p � . �� ,`La ` I POND\ 12. LOTS D, E&F, A4D LOT G - INSTALL SILT FENCE AT WETLANDS ASSOCIATED WITH POND TO 8E CONSTRUCTED.
-�-- -�-� �- X DISTURBED AREA INV. ELEV. 31.71 fN, V. ELEV. 3 i .27 ; ; a
xw i { 7 3 13. CLEAR LOT OR �OTS ASSOCIATED WITH POND TO BE CONSTRUCTED.
ND -'-% LIMITS 1 4 x x POND 4---.- < ' ! ; ; ,� x �" ,� C, _
PO r �.• ,... � II I l (� ; � TEMPI 14. CONSTRUCT POND AND ALL ASSOCIATED STRUCTURE
\ �\ \VN -/> ; �" w \ I w ry I N , I CATCH A IN
DER \'� �, \...1,; ;,.- g6� �R149CHARGE ' oo 15. SEED WITHIN 15 DAYS AND RESTORE PONDS TO ORIGINAL DESIGN ELEVATIONS.
THE OCEAN ,.�� �-� 2 N N STRUCTU E x� ac? •�, iom. NV. 28.5 W DENv Y ROS. CONTROL MEASURES UNTIL PERMANENT GROUND COVER HAS
\ Cc 10 N 1 16. MAINTAIN ERO. C
\ ;� _ --' E SEE DETA L 11 x w i ►n X cn C ► oc I i SEE OUTLET
CO,INC R
`\�- -- ir, l rn m 4 I X PROTECTION TO N-r1 ,RATE �,�
\ .r � 2.•�•r1"� .-� o SHT. C2 U 1 ,,o � �._.m ,� { ,... � TOP �LL�V• 31.0 BEEN ESTABLI�-IED. SEE MAINTENANCE PLAN BELOW.
BOOK 438, 1 �' 5�M U x r r I m N , , DETAIL 12 INV. LEV. CONTROL MEASURES AND STABLIZE THOSE
E 102 -f- cis < I• o f i 00
AG m ►� � � i � � •�3_� 17. REMOVE ALL TEMPORARY EROSION
P c o 4 x ',�4.00 N o, i X 33.00SHT. C2 AREAS WITHIN 5 WORKING DAYS.
x y o � DISCHARGE �'• a t a! I; i' SILT FEN E
1 MID CAW A cn o t_ _, i 1 �
C , -- -� TR
33,50 `� o j I 24 L.FT. 15" CMP
W DEWEY B 0 -}- 32.00 ILT FENCE SEEUDETAIL 11 S 5 FROM WETLANDS EROSION CONTROL MIAINTENANCE PLAN:
SEE OUTLET / I
PROTECTION DETA L'"12 CN Big 1 G A x N 5' FROM WETLANDS
x PR TOP ELEV. 0 �- �i" SHT. C2
x-�-� 1. All erasion and sediment control practices will be Checked for stability and operation following every
SHT. C2 INV. ELEV. 29. 1
INV. 28.20 ( x 1 1 INV. 29.00 33.00 I �4.00runoff producing fufall but in no case less than once every week. Any needed repairs will be made immediately to
0 L. FT. 24'� R P' x �„ I SEE OUTLET + maintain all practices as designed.
1 \ „_ .._,.. 1 �t PROTECTION DETAIL 1..
50 j
'�' ,\ I SILT FENCE , SHT. C2
�• 2. All construction �ntrances will be eriodicatl to dressed with and additlona 2 inches of 4 stone to maintain
OVERFLOW +, �periodically p #
•�" AEA 5' FROM WETLANDS WEIR `DETA t. 13 j0 M proper depth. Any ' ediment that is tracked into the street will be immediately removed.
F- SILT FENCE DISTURBED R .�. 32 50 SILT FENCE SHT. C2 1
z '``� LIMITS x S FROM WETLANDS I X Pico
DISTURBED AREA OM WETLANDS \ �\ SILT FENCE o 3. Sediment will be removed from the sediment trap when storage capacity has been approximately 50% filled.
LIMITS 5 FR .�4.00 X� 1' FROM PROPERTY Gravel will be cleaned or replaced when the sediment pool no longer drains properly.
iw \ 33.0 >c
� ,�, ,33.00 + 35.00 SILT FENCE �{" � • LINE l
I 1 + 5' FROM WETLANDS 33.50 i w 4. Sediment will bc' removed from behind the sediment fence when it becomes 0.5 feet deep at the fence. The
I w
/ , �4.00 + �� sediment fence will be repaired as necessary to maintain a barrier.
10 NOTE. '
N cn PROPERTY LINE SHIFTED \ w
' w� 10' FROM ORIGINAL SURVEY SILT FENCE /wQ tU� 5. All seeded areao will be fertilized, reseeded as necessary, and mulched according to specifications in the
ry �' S' FROM WETLANDS vegetative plan to maintain a vigorous, dense vegetative Cover.
N Q t - f X ( �c' , �Z
in INV. 27.16 1 Q- o
z a
SE DET. 12 - C2 „�... 01 E a l �
SILT FENCE a C 33.50 • -}- 0-j"
1' FROM PROPERTY I o SILT FENCE f- -'-
ALONG THIS LINE \ a N
LINE N = 34.00 , `''�%� 0
SEE OUTLET "- CATCH BASIN 5 -}-
�`\, T FENCE
PROTECTION DETAIL-- X.� SEE NOTE 5 ¢ �� I 35.00 _}_ 35.00 ''�/ \ \, 1' FROM PROPERTY
INV. 26.8 •�•• � TOP 30.69 � -}- /
""'•r, INV. 77 \
- _ ' _ 14EML. SS.QRRM DRAIN -ME 7___
_� \ LINE
` x INV. 27.16 10' UTILITY EASEMENT
10 UTILITY EASEMENT. • _.._._
. _..._.. ____.. _•.._ ..__... ...�.... .._._. _....._._...._.... ._... ._._...._.....• .�. ,.._ . �._.•...._._...._._..,. GRASSING SPECIFICATIONS
/ ♦ ,._...,. »,._.. ___.r...,..... ,�,_,...._._ _. ...-. F. H . ASSEMBLY
i TEMPORARY
NnR"H `TRADE 11VAY
....---..--"" �•
♦ 47 L.FT. 15 RCP--»-� WV
SOUTH TRADE WAY
SEEDING MIXTURE: RYE 120 LB/ACRE
SEEDING pA'IES. AUG. 15 -DEC. 30
♦
F.H. ASSEMBLY �" � �BAS A �.EE OP V. 28.41 �
�� ♦ CATCH BASIN 4 SEE N. 5
....,�.. _._W_ .-._._ CONNECT TO CB 4 ;N OI1E EGT,.,QE 1CP._...... �,�,
" TOP 30 69 IN 2V 8.40
134 L FT 30 CMP
"'"+--
47 L . 18 RCP
.____ ._.._.. �...... ......�.. ....,,,_w .,..�... . ., ... • ...,,�.. ..
10' UTILITY EASEMENT
/
SOIL AMENDIyIENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
AGRICULTUa�E-'.. LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER
MULCH: APPLY 4000 LB ACRE STRAW. ANCHOR, STRAW WITH
/
®'
10 UTILITY EASEMENT __. _.� _ _._ �_. _.� _ __._
""'"-1`30-r "FT:30" CMP. -�` -- ___.._ _ ` _ _._ _._ _. �. ___ --._ \\ +� ASPHALT, N�..TTING, OR A MULCH ANCHORING TOOL.
x DISTURBED AREA ``• . ,�'
\, OVERFLOW WEIR ♦ G y , .�i� cn RYE 120 LB/ACRE
LIMITS �� J N CATCH BASIN 2A TOP 32.50 INV. 29.2 SEE NOTE 5 -� 33.50 _
SEE DETAIL 13 .• i ¢ j SEEDING DA DEC. 1 APR 15
} ♦ • 'a ^�Oi z• CATCH BASIN 2 TOP 32.50, INV. 29.14''`SEE NOTE 5 I"'
--�•._.. ....�- 1 SHT. C2 � i � \F` r � w t-- SOIL AMEND._;
SILT FENCE --- -
" _, CONNECT C82 ANQ CB2A W/ONE FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
S FROM PROPERTY tii ST UCTURES ;I �----, it II `��'S' vi LL- �) 4' SECTION OF 18 RCP AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
• R T L 11 ►; I - �'�II��.o �`y� S. D. INT. MH O w CATCH BASIN 3 TOP 32.50, INV. 28.47 SEE NOTE 5 l ���L APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
LINE SEE DE AI I r ,, I i, , `�` '�� INV. 27.8 to i ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
SHT. C2 i, i , , , 1 ¢
f C. MH 6 SEE SHT. 3
I! V. 27.64 �32,, w I TEMPORARY:
SEEDING MIXIUBE;, GERMAN MILLET 40 LB/ACRE
a w
NV. 2M7.7SEEDING DA$ � �� `r' � { ,.E,$;,•. APR. 15 AUG. 15
�-' I.-. O SQII„A.j���;LS;.,, .END��FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
i I , I , I t�NV. 27.00 cz I AGRICULTURAL LIMESTONE AND 750 LB ACRE 10--10-10 FERTILIZER
I Ill I EE OUTLET
Rb x o
• 20 DRAINAGE EASEMENT ' I' 1 E . ------- ; l l i I to
ii . D T MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
2
' ilk i
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL
3
_ j, 11 PERMANENT:
\ oa
J ai i �I(I1 i iI Ii I EBAHIAGRASS
0 I 41.5 -- ------ - SEEDING MIXTURE: PENSACOLA COMMON BERM DAGRASS 5010E LB/ACRE
i • ���i�I► i► _ _
1©00 SMACKE ' ` I ---_- t C2 10 LB ACRE
GERMAN MILLET / FROM I40 HEAVY INDUSTRIAL (1-2) ZONING ! !' I . '� (I ! F f ram,---s� - --; +
RU ----.-......_ ._._,�,,, zQNIj�J� LAN III , , I ,; i 1-a-�;.. ^_T , c� I NEW STORM DRAIN MH 5 DISTURBED AREA SEEDING DATES: APR. 1 -- JULY 15
RAL AGRICULTURE R j I ,1 III •,
x (A ZONING) -"..---•---M4----�• 1;,_, I
r
\ - .. . •..•.,.. ...,...,.�..._„- ...... +sa I I, I, I t► I i i 11 f i !; i I i I I ;1 INV. 28. 2 B
. cx LIMITS SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND
{ I liiiF }11illl I
` � Ili,,,; ��'-,,i t AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER
-
i � , MULCH: ARIDLY 4000 LB ACRE STRAW. AiNCI-IC�R STRAW WITH
-`_ ��' I '. I I _� NETTING,"" ----- ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
I i � , � I 1 I :'_.__.-._.._�.._. '-- •`i ` •\�\`:`' �,•,� III 1 I.I I � � i � ����� �.�.•...�,� _"`."""""' �.•.•.•� �..�•..r•�.
} + t
• � � III'I 1 EARTH WEIR � .�'� `�•�\'��.`•�`•, it{` !; T � """....._-----.....�.. ...�....._.._--.�.,_... PERMANENT.
I .. .,i } ATCH BASIN 7 (SEE NOTE 5
i I tV TOP 30.92 INV. 27.2 ) 6.50 SEEDING MIXTURE: FENSACOLA BAHIAGRASS .50 LB/ACRE
•r� STALL SILT 1' ;III \\ '� ��,�,, , I , !
,! I I; , I .+ `" TALL FESCUE 80 LB/ACRE
' i � C ) KOBE LESPEDEZA 40 LB/ACRE
FEt�IFE 5 FROM EXTEND EXIST. 30 DRAINAGE EASMENT ! i' �► f_-__-.ELEr_ \ II I'I
} • _. �. �\ '�,� CATCH BASIN 6 SEE NOTE 5
WETL NDS AND EXIST. SWALE ALONG WETLAN S �!�-a:;', ` ��• -� i� CATCH BASIN 6A (SEE NOTE 5) 0 ATES: FEB. 15 -- APR. 1 OR SEP. 1 - OCT. 31
LINE TO PROPERTY LINE • % i = == �--2� -= -� -- = == -=- = \ . - - - -- TOP 30.50 INV. 27.6� RADE SWALE AS REQ'D TO PROVIDE ELEV. 3 .00 AT HDPE PIPE ROBBING SOEDIAMENh:IENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND
GRADE AS SHOWN. SEE DET. 15 HT» C2 •-----' EV: 26.��--�- �- --- `--- 1 CONNECT C66 AND C86A W/ONE 4' SECTION OF 18E" - SOILA AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER
ELEV. 27.00 i EXIST. SWALE- REGRA AS RE- MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
I I NEW STORM DRAIN MH 4 I
�, ELEV. 29.35 NEW STORM DRAIN MH 3 XIST. SWALE ASPHALT NETTING OR A MULCH ANCHORING TOOL.
WETLA
.� '� EXIST. SWALE INV• 27.00 SEE OU ETA--_ INV. 28.62 35.00 35.50 N D S ( Ef_EV. 34.00 INV. 29.21 ____
-�- � ' X -R C-TiON DETAIL 1 �,�,
I -g- h �. •�•--- --- DISTURBED AREA
LINE.. 't Z S H TC 2 A 1.5 31.8-•�---•_ --•r-- '�„�'_"' ""E""' LIMITS
-.-- ---�- o �¢-•-.-..- r.�. "
k 28 L. FT. 24 RCP
�' woo �3 w
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X i LINE SWALE OVER PIPE
DISTURBED AREA CATCH BASIN 1A + NEW 32 HDPE DISTURBED A EA SEE DET 14 SHT. C2 DISTURBED AR' A DISTURBED AREA
LIMITS DISTURBED AREA CATCH BASIN 1
• �'; LIMITS LIMITS z LIMITS
x 1' LIMITS SEE NOTE 5 HND 0 EXIST. PAVEMENT w EXIST. SWALE w
i F
DISTURBED AREA .5 f I 1
I
TOP 31.00 INV. 27 11gCATE CONSTRUCTION ENTRANCE �1 1 cn
LIMITS t CONNECT CB1 AND CB1 A W/ONE AT THIS POINT ¢ 4)
„ I w
4 FT. SECTION OF 18 RCP 1 z wl EXIST. 30 DRAINAGE EASEMENT
_ • �`�,, I F.H.ASSEMBLY z loll_
DISTURBED AREA 1w cal
LIMITS ZI z
¢
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LINE �• - •�
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W NEW 32" HDPE
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DISTURBED AREA �/CY-
• NOW: LEWIS i LIMITS i w a
FORMERLY: I F..
i I
m GWENN B. GIDEON o { _ UL 1 2005
EXIST., ,.. ' -- 36 ----- 0
x� � � � I 1 EXISTING CONTOUR
AD N � , 5 TP c3-� ,
• ( 50 FINISH GRADE W
JUDITH B. PIERCE J -�-
... _ 0� � �op
491C� .� PAGE 2 .BC�i�K 2 I I�VX!ST.
5 I CMP
BOOK 272 PAGE 197 1 I 30' X 60' ( '
DRIVEWAY EASEMENT
I 1 I 1
DISTURBED ,
• AREA X 60
• LIMITS EXIST.
I DRIVEWAY EASEMENT
PARKING LOT TIE TO EXISTING
22� i � SYSTEM WITH
>c poE PVT TAPPING VALVE !
�, NX�S�• GR j AND SLEEVE
• wv,• •ne•r. • •rr•.,•n �� • •�w� �� • �.IAr�\. `" • • �,.._� •n..w� • • ��. .�+-. • w•�w•• • • ■ram �..�• • ��• •�.•�. • �...._ • �.w. �... �� �.r..
18ISTCMP F.H.EXISTING
EXIST. SWALE �o
INV. INV.
32.13 32.21 12" PVC WATER LINE 12" PVC WATER LINE 12 X 6 TEELt
• • 6 6' OFF EOP(EXISTING) 134. 2 INV. 34.09
OFF EOP (EXISTING)
- EXIST. SWALE 30' X 60'
DRIVEWAY EASEMENT---�
I ,
NEW STORM DRAIN MH 2
INV. 30.19
•.�-� • wrr•rr• rrrr� • riwr•nr �•wwr • �.-
,..rEX15Z SWALE_,.....
12" PVC WATER LINE _r
�jt"301 X 60,
DRIVEWAY EASEMENT
• NEW STORM DRAIN MH 1
NEW 32" HDPE INV. 31.20
.ter•• r �.�.. � w�w•w •.mow
o EXTEND 24" RCP TO NEW MH 1
MIX r--24" RCP ,--REGRADE DITCH AS REQ'D TO PROVIDE COVER,
T
5Z •SZ '
_\- INV. 31.47
-EXIST. 24" RCP
,-INV. 32.31
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JOB NUMBER:
8022 �
SCALE;
AS NOTED
DATE:
5/13/02 �
I
DWG. N0.
C1 OF 31
SITE_ PLAN
_.
�,o -,%- -EXIST. 30" CMP 60' 30' 0 - 60' 120'
EXIST. 30 CMP INV. 32.38
INV. 31.98 GRAC SCALE

1 11
L_
70
r-
01
T
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Ld
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01
0
x + 30" HDPE SEE TRADE WAY PLAN
0 uj SEE SITE PLAN FOR CONTINUATIONS
ol 01 '40 CATCH BASIN 3
0 0 u") 0 u") 0)0 CATCH BASIN 7 TOP 32.50 INV. 28-47
+ + + + + + + + +z (SEE SITE PLAN)
n 11, w PRECAST BOX W/DEWEY
0 0 01 in I
1 01 01 c,1 C0141 n I BROS.'\/
co EXIST. 48" CMP SIDE DITCH FRAME AND GRATE \\ I
r- OCH-BN-314 u')
< NEW 32" HDPE c*q
SEE SITE PLAN--,,
TIE TO EXIS TI qG W/TAPPING VALVE AND SLEEVE
SEE S Tfl
q3 �S7y +
NEW PVC �WAT��R.., NEW 6" PVC WATER F.H. ASS' 00
MtE DRIVE COMME RCEDRIVE 47 L.FT. 24P-W"MEC
CATCH BASIN 2
A
EXtSTIN"' 12" WATER CATCH BASIN 2
r TOP 32.50, INV. 29.14 ilk
PLAN COMMERCE DRIVE CATCH BASIN 6 (SEE SITE PLAN) PRECAST BOX W/DEWEY BROS.
7�11
HQRIZQNI A�E 1 50' CATCH BASIN 6A (SEE SITE PLAN) SIDE DITCH FRAME AND GRATE SEE TRADE WAY PLAN
NO. CH-BN-314
z CONNECT CB2 AND CB2A W/ONE FOR CONTINUATIONS
4' SECTION OF 18" RCP
50' 25' 0' 50 100' >
0
0 0 0
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4
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+ + +.
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PROFILE — COMMERCE DRIVE
VERTICAL SCALE
CENTERLINE EXIST. GRADE
CENTERLINE FINISH GRADE
6" WATER LINE
DITCH CENTERLINE
38.0
35.5
33.0
30.5
28.0
SECTION L S)A-A"
0 to
0 to 0 u) to In 0 to 0 U) 0 n u) + + + + +
+ + + + + + + + + + + + + + + + + + + + 0 0 04
c*4 V) c,1 01 C)l 01
0 c*4 ul In (D (o rl- r- 00 00 00 0) (7) C)i
801 01 01 01 C111 01 01 ov 1 01 c:11 01 01 C)i 01 01 C11 C11 —1 cli 01 c:11 r- V_
1.00 .000
le�oo" CMP CATCH BASIN 5
IX/ SEE SITE PLAN SEE SITE PLAN
-TOR 30.69 INV. 28.77
32" HD
I SEE -SITEPE
PLAN 6" PVC WATER
.Q.RTU TRiADE WAY I I
7 L.FX'15" RCP W SOUTH TRADE WAY
\A
F.H. ASSEMBLY
-7, _Pvc WATER CATCH ftSIN 4A
ATCH B 1 4
--E SITE R AR"
TOP 30 .69 V. 28-40 CATCH BASIN CATCH BASIN 2A
ELAN NORIB IRAUE W SEE SITE PLAN CATCH BASIN 2
•AY AND -SOUTH ]BADE WAY
III �,.OFILE
SEE SITE PLAN SEE SITE PLAN
+ SEE COMMERCE DR. FOR CONTINUA711011'�"
HORIZONTA SCALE _-,_1'1 =11 §Q:, .3 0 HDPE 3010 HDPE N SEE SITE PLAN AND COMMERCE DR. P�'
Oox
ClIla
---- ----- - Q. CL
so, 25' ot 50, 100' 150' r- r*_� t*- 0 ow
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L
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INTERFERENCE STORM DRAIN MANHOLE
NOT TO SCALE
F.H. ASSEMBLY
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CENTERUNE EXIST. GRADE
CENTERLINE FINISH GRADE"
...... -------- 6" WATER LINE
DITCH CENTER LINE
FOR USE IN PAVED AREAS - z -FOR USE IN UNPAVED UNPAVED AREAS
-1' MIN. ALL AROUND (TYP) PAVEMENT 1211 0 12*p
-1' MIN. ALL AROUND (TYP)
6" MIN. 2" MIN 1-1/2
6"
" MIN. 4" MAX. I "
6
4-1/
2 fla.,
MIN.
POURED IN PLACE
CONCRETEC.I. VALVE BOX - 2" BRASS CAP CONCRETE COLLAR
THRU POURED IN PLACE
ZWITH \�=2:: BRASS NIPPLE (3000 PSI MIX)
2" BRASS CAP COLLAR 2 SCH. 40 FIPT X
2" BRASS VALVE BOX 2:: BRASS NIPPLE ANCHORRING MAINTAIN LINE SIZE CONCRETE COLL�AR�
N�ITP P SLIP PVC ADAPTER (3000 PSI MIX)
Ypj (SEE VALVE & VALVE 2 SCH. 40 FIPT X GATE VALVE
BOX DETAIL) SUP PVC ADAPTER 5' MIN VALVE BOX - CENTER BOX
10, M TAPPED MECHANICAL 2" SCH. 40 PVC COMPACTED ABC BASE PLUMB OVER VALVE STEM
2" BRASS GATE VALVE W1 FIPT 2" SCH. 40 PVC PLUG UNDER COLLAR . -----/ AN GRAVEL
SCH. 40 I!VC MIN, I ENGTH
CO( PLVG 2" PVC 90' GATE VALVE SEND
I=SCHT 40 P 2' SrH. 40 PVC 2" PVC 90' BEND. 2" SCH. 40 MIPT X,I SUP i THRUST BLOCKING
-N\-2" SCH. 40 MIPT X SLIP THRUST BLOCKING PVC ADAPTER (TYP
PVC ADAPTER (TYP) R
PVC MAIN 2" BRASS NIPPLE (TYP)
YP) BLOCKING MIN.
2" BRASS NIPPLE (TYP) BEARING AREA V 1 FT SQ NO CONCRETE SHALL TOUCH
CONCRETE PAD OR ,BLOCKING BOLTS OR GLANDS. WRAP
BOLTS & GLANDS W/ PLASTIC
30 3/4" THREADED BRIDLE RODS
(BITUMASTIC COATED)
DETAIL 2" BLOW OFF ASSEMBLY DETAIL 2" BLOW., OFF ASSEMBLY M. J. VALVE AND VALVE BOX
NTS
(PERMANENT) (TEMPORARY)
NO SCALE NO SCALE
H.
TO BE CENTERED
-00 nieucrco
",SECTION A
Nrs
NOTE PRECAST mH MA Y BE suBs T1 I­Ntp CEMENT PLASTER
A
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A
P-LAIM
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SM99 DRAIN MANHOLE DETAIL
C IVE'D
E
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VALVE BOX Ly
B DW
CONCRETE APRON
7­ �qq4
r 24!' 0 OR SQUARE. I I M I I, NOTES:
00
UNDISTURBED
FINISH GRADE 1. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
SOIL
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT-OF-WAY$ AND/OR EASEMENTS 8 I-OPI
A PLAN BEND SECTION PLUG
SEE SECTION FOR DEPTH 8 SEE PLAN FOR LENGTH A WHERE R/W WIDTH PERMfTS
N,
NOTES, LARGE CAST IRON METER BOX
4 CUBIC FEET 0
GRAVEL OR MAX
CRUSHED STONE. 1. 2500 P.S.I. CONC.
SIDEWALK 2. REMOVE LOOSE EARTH AND POUR AGAINST, UNDISTURBED SOIL. -
6" GA
VALVE 3. BACKFILL TO EXISTING/FINISH GRADE AFTER CONCRETE
6 ME GRADE n",�n,
HAS CURED FOR 24 HOURS.
- , �/, -y X/' 6 �21 I /
4
In
\'VM 11
POURED IN PLACE
® I U� UNDISTURBED SOIL BACKFILL
l 'x
CONC. BLOCKING CONCRETE BLOCKING
J
C . ......... 1 2
CONCRETE BLOCK_It .4 .. 11 11 A P P R 31, ED
GALVANIZED, 1/2" 0 MIN
2'-0" MIN. RESTRAINT BOLTS.• NORTH CAROLINA ENVIRONIMENTAL
BOTH SIDES
E
hPIANAGEMI-ENT COINU'ViISSION -.11- lilt. I I
NOTE: DIVISION CF kA1/A:TERC.,)UAUTY
RESTRAINT BOLTS CAN BE SUBSTITUTED WITH LOCKED HYDRANT UNDISTURBED SOIL TYPE "K�' SOFT COPPER TUBING
TEE & LOCKED HYDRANT ADAPTER. (WHERE APPLICABLE) M1JFLLER H-1422 oz,_- (bc- OT5
PLAN TIEE SECTION - BEND & JEE METER YOKE W/12 RISER
HYDRANT TRAFFIC TYPE' SEE SECTION FOR DEPTH B SEE PLAN FOR LENGTH A FORD VF66-12, VF77-12
NOT TO SCALE
CONCRETE BLOCKING1 NOT TO SCALE 1 Z2" OR 2" WATER SERVICE
NOT TO SCALE
. BLOCKING DIMENSIONS
PIPE SIZE
0
@
UP TO 10*
4' - 0
20 - 6-
10 - 6"
120 TO 16*
5' - 0"
4' - 0"
2- - 0'
1O 2e
8' - Ott
6' - 0"
3'- 0"
RBED SOIL GRADE
BACKFILL
CONC. BLOCKING
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DRAWN BY:
WJR
CHECKED BY:
J.R. HONEYCUTT
JOB NUMBER:
8022
SCALE. -
AS NOTED
DATE:
12/02/02
DWG. N 0.
C3 OF 3

z AAA TO BURGAW
�nC ` �AF�
-.. SK. 1 0 PG. .
TATE H! ,
�HWAY
._._.._ ..._ .._ . 4
SURVEY REFERENCE.
--- .........._. C
"�' OLL.ED ACCESS HIGHUVAY MAP BooK 32, PAGE fit �'.
• - 1. ALL STREETS ARE PUBLIC STREETS.
r � 2. WATER BY PUBLIC WATER S'ISTEM. SITE
--.. -. �_ _ • --- 3. SEWER BY fNOtVfDUAL SEPii SYSTEMS. I
-M -~--- __ __ .- ._.,..,� _,�_ _ y- . + 1 4. 13.5 ACRES OF WETLANDS EXIST ON THIS SITE t
- _ _
-- • -__- - 26 ----- - - - --- - - �_ _ 5. CATCH BASINS SHALL B�' `PRECAST BOX W/DEWEY BROS.
I -� --- --- - ' _ _ __ - �� SIDE DITCH FRAME AND *1!A E NO. CH-BN-314 COMMERCE DRIVE
I -. ---- - _� �_ __� �_ w� 6. ALL OF LOT M TO BE CG,dSiDERED AS DRAINAGE EASEMENT
I '. �, _ ...__ __� �- FOR THE PURPOSE OF MAINTAINING POND 1 AND C
- __ _. _ ._ _ _ _! _� ____.�`--,�.., � _ - _ ___- - _ _ _ _ � • -- _ _-_---- --.- ASSOCIATED PIPING is
< ; , ` , \ _".___ _ _ ____-_ __.___ _--._._._ _ ____-_ _ ,__ 5 --__ 26 PORTERS LANE c�
I , •, �" _ _ _. __ __l.._ _ _. I
1 , I ( / `- - 2.6 - --- -. _--_,_ ..____.._ , �,% SiLT FENCE- ----- ---___ - , .-,_-. __ __ _ -- --- . _ __ i K A I N E N
. _ I E�IZABE'1'I-I A co
, Ze t ��_-- I 5' FROM WETLANDS } ___ __. �_ _ �_ _ __ __- _____ _.___ ___ BOOK 473, PAGE 51
+ I ? t I SEE OVERFLOW INV. 26.30 I - _ ",-_____
i ...
--- - --- - • I IR DETAIL 13 SEE OUTLET i � --- - - -_
-- .-,1._, __ _ _ �..r,� �--- ✓' _.__ _ - _� _ __ SHT. C2 PROTECTION DETAIL 12 --- ___---'' _ _ �'_ ----
j �_ __ _ _ _ _ ____ _ _ _ __ _ SH T 2 _�_____ I N.C. W� 2� O
,'' I �o - _ _--_ -- ,
___ _
_! N' ;X X DISCHARGE - - -7 -_ --'- --. _ __ �,r-:._._-_-, _ T i
_----...
I j M y I X I s 10, 4 !_.� FT.i STRUCTURE � _ __ _.__ _ �.._ _ _ __ __ f ~
i cv I`,, I' g'" 'CM,p SEE DETAIL 11 i _ __ _ TO WILMiNGTON
. t . ,` `., I ---- ___ __ ___
j i r rG - SHT. C2 --- ------ •_.--
�' ,'% _ _ l i , i „ , _ I '-
r; I ~� •- SILT FENCE -- ...__ � - 10 C A T I 0 N M A P
I; I Y / I
i, _ I
. �, 5 FROM WETLANDS f OUTLET OVERFLOW
r i �`` i' -�-4 �' ---_ RpTECTION SEE DETAIL'13
? ,� �.,t, i ; _.__'_--'_ \ i ' ETAI 12 NTS
i _ 2 ;t ;-- _ DISTURBE AREA �' .- SHT. E�SION CONTROL ;'ENERAL��
v , w 4J;� r+tim �I ;,t T�' TYP HT. -
A , . , � i I I LIMITS E TL A•N D S, �-1� E • R CAUTIONS TO
Z 1 ,' t , DlSTURBED� �cREA NV, INTENANCE PLAN BELOW SHALL TAKE ALL REASONABL P E
' ., SILT FENCE IZ ..� Z 1 I _....� - LIMITS ,� THE OWNER (SEE M )
c w NN , �,� I AVOID THE SiL71NGF STREAMS, LAKES, SWAMPS, OR OTHER WATER GORSES DUE TO THE
'�� ,__: 5 FR WETLANDS Q �,�, :, �, ..___- f _..___. `LT_ SILT FENCE LT FENCE ` CONSTRUCTION OF 7- S PROJECT.
�`' IW ; , ; , w I �� 5 FROM WETLANDS
I� o o' i i to , 5 FROM TLANDS I
I ,i Q .�- �, ,r_�_,'-rs'
W
E TL N D S '; LINE TYP . ; -- _ _ _.--- • / 82' �-- �' i ' �� 1 1 p01yD EPS ENT ALL TRENCHES SHALL, BE SSTABUZED AS SOON AS IS PRACTICAL.
i - S I - I r'' rn : i' t`j �, __ �, x ` ♦ p, CE`�' THE OWNER SHALL 'MAINTAIN ALL EROSION CONTROL MEASURES ,OR DEVICES IN A GOOD STATED
•
♦ LONGER WARRANTE
w , ,r X O OF REPAIR SO THA", `THEY FUNCTION AS INTENDED UNTIL TWEIR USE 1S NO
IW, • - - - %-_ / - AT THAT TIME, ALL TEMPORARY CONTRO!_ DEVICES SHALL BE REMOVED AND DISPOSED OF SO
'- SEE OUTLET c� ; SI R ANY
�C. Qa a"'o Q A _" Di CHARGE 7 " •- FT. t �i;; .._~�--X ELT FENCE AS TO CAUSE NO �'.�'ATION OF STREAMS 0 ADJACENT PROPERTY.
'` ------"- PROTECTION DETAIL 12 - OM P TY
40. ``�� o : ; .. I I --= - S TURE --�� g 1 FR PRO ER
__.
I I -
SEE OVERFED DISTURBED AREA In o __.
SHT.C2 B \` - - - i-P , � ✓- f `. f SEE AIL 11 + I
,
WEIR DETAIL 1 8.0 \? I ,
INV. 2 -
-��� f ca , I j '"� LINE
LIMITS 1 �'.f, ---' , r .
SHT C
SHT. C2 iL _ a i
1•50 i ✓�' 6026
' FROSiO
�,
SILT FENCE I ,,: !<,: ; � r , I
:- wN -- , ,-----1- I . OBTAIN EROSSS... • = ONTROL PLAN APPROVAL.
'� \ ' - -' 0 "`� t I k` -°` T - toF , = '' t' ' 2. INSTALL CONST�UOTION ENTRANCE AT THE END OF THE EXISTING PAVEMENT Ot�l COMMERCE
w
( r ; y -_., , , �_ . OVERFLO - -- -- - 1 ' +
5 FROM WETLAND �:` EE OtJTIO
r ;,
- 10 I 101 `, -' PRO CTION DE Ai • SILT FENCE -►` 3 -E ,' IS SHEET.
2 ,, i- ILT/FERCL'�`� , __ _ _WEIR__p AIL 13 1 r �, ,
PER ON THE [:ri=TAIL ON TH
8 ' 1 t _.-.
�_ . 12 SHIT. C2 • ;
- - 5 FROM WETLANdS '':
10 POND
�___... 5' OM WE'tt DS SHT. 1,.
8
� x� ;,, - _.__._.._. � IN�L. g&50 _ , `, , t t . -- " i 10' POND iNSTALL SiLT Fr_tvCE ON NORTH SIDE OF LOT fi, CONTINUE SOUTH OF WETLANDS.. ON LOT J, THEN
I - I J �� " ; �, , I ACCESS EASEMENT ALONG NORTI•i i'P.OPERTY LINE OF LOT J' AND I TO A ,POINT 5' FROM THE WETLANDS ON LOT 1,
~! CCESS EASEMEN 4g� L, FT. \ �. ,,.._ - " _ - - X X X X X X`� •
8" (���_�_ `� _ --' - """X` '{k=' 1 • 1. AROUND WETLY*FADS ON LOTS l AND H TO A POINT 100 ALONG WETLANDS ON THE NORTH SIDE OF LOT G.
DISTURBED ARE►-- .,,, 1 CMP ZQt' t ; . , _ INV. 26.5 �..- r,� • •�.--jt� ...... _.__. , . --_. _- « X� E _
�,YJ r- SE€-OUTLEI� I - X----- �X_.... -•. r i ;
LT FENCE P. £A CH BASIN -- - 1 _ 34.00 .�
LIMITS I �'`�. Sr �_
- .-- ' `.i.� �'` i FENCE 4< CLEAR LOTS I AND H.
'"I i i 2 _PROTECTON SI..T
-.,. - '}� \. , L.-- DEWEY }BROS.:.- ` + I i i. r�, t- .., w oo 5. CONSTRUCT PC` D 2 TO SERVE AS SEDIMENT BASIN INCLUDING INLET AND OUTLET STRUCTURES.
-._. ��. �..�� \ 5 FROM WETLANDS DETAIL 12 1 _gN-1 (GRATE s I I g E 10 PON GCESS -EAS ,MEMO _._ c ; , ,' 1E t >:lo0 1 FROM PROPERTY
• �__ -- - 28 --- `,.. 34.00 4 �L. FT. .1
, . \ , ___ _ `\11 47 SHT. C2 I T P ELEV.1 30.00 , �" 15" CMP OF +' ,1 ,\ 'i '', ;1 ': LINE 6. CONSTRUCT POND 1 INCLUDING INLET AND OUTLET STRUCTURES.
SILT FENCE /X _ _.--\ "� _-% • �' = ,r N INV. ELEV.1 26.60 l� ; '' (USE EXCESS h�lATERIAL TO FILL LOTS I AND H).
X �' �0- �'� _. - 10 L. FT. 24 F C - j l f i1 i I �c , _ 1 6•
5 FROM WETLANDS is I A_._.__._-_.____:_,_..__...�..___ ___,_.-,._. __,._._--_ ,' 1 t 7. INSTALL NEW ..WALES ON LOTS J, K AND
I ,,,..,.•/� p --- i r SILT FENCE f t, I / r I,
. V; 3 ! t __ --- - ._ ; - -- " : }• 1 + A SHOWN ON DRAWING.
_•..-X ,, / -�- I __ _ ___ - _ 1 , 8. GRADE LOTS J , K AND G S
X� % --#g- M ANDS -
X----.--�- / - 7c 124.43 5 FRO ON SOUTH SIDE OF COMMERCE VE.
T
j----------� ,• ' DISCHARG ', ;{ ,, ` '.`�_ , i `� 9. RELOCATE EXI,i'ING 48 CMP AND REGRADE SWALE DRI
.---,
i ���~,�� / UC R - k : 01 i i _
CO �lSTRUC
T ROADS.
__.. _. _ ." ,-� i , „ ; g Ai 1 i : ,__..-.. __......-...._.._ i ; , i ; .._. � 1 rni - N ELEVATIONS.
- '_.� �-� ____'\ f_ --}-' i I SEE DE L .;__ -_ ____._.__ ,' I. _.,` 11. SEED WITH N 15 DAYS AND RESTORE PONDS TO ORIGINAL DESIG
__ ;
,; `'' - �'oN :• :. �. Z ., _ _ _ - SHT. C2 - __ --.,. 11 L. FT. 18" RCP _
-''- ` , , 1 I _ _ .__. ____-_ { �- D, :E&F, f�ND LOT G INSTALL SiLT FENCE AT WETLANDS ASSOCIATED iMTH POND TO BE CONSTRUCTED.
` �0 P -:: -� \ \ �' / w. 1, 28.00 ..- - _ - _ !\ 12. LOTS
2 POND _ _ - - �_� 3�.�
+ / 1 ; = -,= .. =`� = U/ DISTURBED; AREA x�, � - ' _.- I- b _.- __ �.-- -- '" .._ 13. CLEAR LOT OR LOTS ASSOCIATED WITH POND TO BE CONSTRUCTED.
_-.•F- �. , -- r' 1 ; ,-- �\ ° + ELEV. 30.68 - I
f ::-, ,l .�- . -- l.. - `, 1 ` LIMITS , ,;'� I r • __.___�_.�._ __ _ i _ r l r �c ? i _ M 14. CONSTRUCT POND AND ALL ASSOCIATED STRUCTURES.
POND 2 , \, � 1\\ , - '= 2� ! `�-� ' _ - -- 1 j / \ I ; ELEV. 33.61 +I : ,, r os C a.
;. \\;' ..%':_-� �. -' `, i i r 10 L. FT. 24 RCP ; , CATCH A IN
.- - E s9 HARGE �---i 0 OND ACCESS EASEM,E ; 15. SEED WITHIN 1„ DAYS AND RESTORE PONDS TO ORIGINAL DESIGN ELEVATIONS
THE OLEANDER �' =: z� -�- r ___ .___. -_ _
•�. E N ° . r `, ` l 153.96' �_"i _�ItMP. CATCH BASIN V. 28.5 W DE Y ROS. .r,.,, TROL MEASURES UNTIL PERMANENT GROUND COVER HAS
'::r,., �\ \ -'""- ; ,L U R t N I _ 1``� /� ,,, t �� __ _-. ,= SEE OUTLET /
• E / ^�^ �° CH- N '1 RATE 16. MAINTAIN ERGa�,v►v CON
��_ _ t \� ;� \ o,. DETAIL ..� x �" I J W i �`�, X "'� W DEWEY BRQSr X i a;a�
CO•, INC-,.."____ 1 ~=, N'C.---' Ln SHT. C2 U It i . �;.• /; i �- ^M� -- / \ PRo CTION -TO L '' 31.0 BEEN ESTAB�I.. ,,.D. SEE MAINTENANCE PLAN BELOW.
BOOK 438 '' '' r O. \• U , f ''r'i / i, - _ -- - f-t 13N-1%GRATE i �DETA1 2-'"" INV. V. 17. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND STABLIZE THOSE
\ /'- h a ��� t I 33.00 I ��� S
�� I ,' i t i v ` ' '" INV. 29 0 - �'QP ELE0
PAGE 1 O2 �",14'.� - _.-_ - v0� _� I o ,:, � I i \ i x I 4.4.E -_._. -- 'w I INV. ELEV: 29.12 ► I I ` AREAS WITHIN 15 WORKING DAYS.
i �- o ! i Z �_ ' ':; `` I \ i' / I I ? + " P�0!0 THI N DETAIL 12 34� v, I
. �'' MP. CATC A ���'' -- ��` �c a. +1 �E' , : , r I SHT., C� I 1, ,
�• , Cy�f��.i� . t V '. t i r , ,
W DEWEY iC . \, �',, /'
`� .--rt-- f �`'`�-. v �, , i ILT FENCE ; 33.54 _ ;' SILT FENCE, EL�ON ('ONTR•S?L �+RINTENANCN:
I 5�ROM-WE I i + ---- ` , / , 5 FROM WETLANDS r
SEE OUTLET I 1
-.. C B#� 1 G A N' ; ��� I I _. , ---I -- •_-_.-- _ ___ --
-'- PROTECTION DET 12 1'i3P ELEV. 0 'c� ? _. A �,�"" --� --- I i 1. Ali erosion and wr3diment control practices will be checked for stabiilty and operation following every
SHT. C2 - 1 �.� /� �.1`, : ; I _- , ' I I �, ( Hoff- roducin fo;i�fail but in no case Tess than once every week. Any needed repairs wilt be mode immediately to
.20 _--- INV. ELEV. 29 f vv cJ \ I 1 f __ 1Q 33•QO '1
ru p g
i _2 \ ' _ E I _ "+' maintain all practicer as designed.
I -,- 10 L. FT. 24"I P �.. � �`' � �� � ,, i 1 � � � �: � I 1, � � �'',, �., - I
{ �Y
,, A , __. � i _ _ ,dressed 'with and additiono 2 inches of stone to mainta
I - I .�A�• ��' E 3iLT FENCE <t I i �1; \ I 1 i," 2. All constructiran entrances wail be periodic®iiy to p
i \ �, \ j + , ► SILT FENCE
j i �\
__ _.__ r er d th. iment that is tracked into the street will be immediat removed.
' 3.00 _ _ _ __._ _l_ ._. 1 + Or, > t � � ``ill, � 5 FROM WETLANDS � I ' � ° •,, '�� �; iz' 5' FROM WETLANDS ' , � , P p e .
i �-- �k• D AREA �.� yc o p An, sed e1Y
IN. '� Ii LT FENCE '
_.._ .-. j !� f-- " SILT FENCE \ DlSTURBE .�. , I � � ; I rnl I SCE---- i a 3. Sediment will be' `removed from the sediment trap when storage capacity has been approximately 50% filled.
LIMITS -}- ; 1
DISTURBED AREA .Z i \ ', i , 5' FROM WETLANDS °0 W I __. ,_. ` _ 1' FROM PROPERTY' 00 Gravel wilt be clecned` or re faced when the sediment ool no Ion er drains ro eri
` 1 /. `'�
I w I 5' FROM WETLANQS „� ... // � � Ni - _.� ---I---- Q .._.__ _.. _ - ._ .. f P P 9 P P Y•
LIMITS M , \ \\. I `�` / _ +- }-� �# '
I � , w I \ \ , \, /,. �Y / 35. 00 _ .- --. - _ -- I i w ; -}-- i v LINE I
I I I _ I (A `� '� I � -f' � \ �� �^�-e- _ 1 '�`' __ _. ' , . 1 t 4. Sediment will be removed from behind the sediment fence when it becomes 0.5 fee# deep at the fence. The
r
i ! �. _ �_ _ - - - 34 -�- - - i I.� I - - " ', t 1 -- _• _---__-•,_. ,/ I',� y _ �.. ' .�
,. , t "1N , \ i . N sediment fence will ,,ie repaired as necessary to maintain a barrier.
I _ j `- w 10' �l.Q�: A i , 1, . 1 "\ �/ , W + : I .
I ivi to -PROPERTY LINE SHIFTED ' ` �,, I ` ; r' '•\ I I v l `,,
1 ORIGINAL SURVEY SIL FENCEv '
10 FROM i a I . t <I "I ��. -! r., ', 5. Ail seeded areas will be fertilized, reseeded as necessary, and mulched according to specifications in the
( � 1 OM WETLANDS
5 \ I i o t vegetative plon to maintain a vigorous, dense vegetative cover.
I o . i --� \�•. INV. 27`16 }. i __ ,
I f "�� ��\ .� I �. _ _ \ r SEE DET. 12 - C2 \ ' 1 .- 1 � --- o i
j SILT FE�ICE i ' n. Z2 \r . ; ', i 33_50 ''� i I _ --_ _ -_. /�'' - I c 1
' ' , 1' FRO PROPERTY I o f , SILT FENCE " _
i
M� 49 t \ \ + 36
,
I
:
I r,, ALONG THIS LINE �, I ' i I
LINE i
' i , i w. '� SEE OUTLET '�" ATCH BASIN 5w:.4.l� ��' i 1 ` ,'- 0 SILT FENCE
C '�_
I r -_ _ PRtTECTrIflN QETAIL SEE NOTE 5 �' 35.00 I ``r.. ,
f 1 `, 12 SHT ;2 ''� .6 �- I N 35I + i '~ \ 1 FROM PROPERTY
I
TOP 34 9
,F
1 /' INV. 26.8 11.E I V. .77 " I \ _____ ____ - _ - _ _ _ - -` � � � LINE
. ,�.
___ 3f�___ ____
.7
- - --
.I r 1 �. .__ , t SIO.BM iN..�tb. __ _ _ ,
_ _ - ,
�•,�•�••-- }
,
�Q __- - _ _
► _ - ---4fl U�'+LI T'F- EASE T - _ _ c',
, \,
1
.' _ ---- _ cx A TI 0 N S
, _.._. , _ ...�. - __ ___ I \ GR, . iNG SPECIFIC
r i r.. -�r� -34 _- ... 1 J
I 10 UTILITY EASEMENT 3 - -
____-..
3
• r �, -- I\ -------•--- ` -`__ _-__ .--. F.H. ASSEMBLY 1
♦ y __.._ _ ___ 1
{ , ,♦ `
-'
. -� ..
�- 1
4 ,.
�- CRE
\ ��Gi.iei+ia.-•�•�+i�iii - .� - i 1 ` I.ik ` 6�1 '�` LGS/A
r. 's.�i.` 1.0 . -
1
{� 120
•..••.rrr - «.raw w•w+w.rM +r .�.•_• • S
,a":
♦ 47 L.FT. 15 RC , WV ^� 1. .
1 1 _ _ ._ ,r i;..
--. t 47 L _ - _._,_ _._._.__ __._... ^•___ ;____- __.__ -_ ``__ / r." FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
. �•� ---�•- SQ(� A
c�+ _- ._- _..__34-......., ' b 34 ," .;. AGRICULTURA" UMESTONE AND 1000 LB ACRE 10-10-10 FERTILIZER
F.H. ASSEMBLY t �-�-� '��BAS'IE OP �V. 4i, ♦ I '_.
1 N �-
♦ AT H BA 4':� -NOTE 5 'I' - - •..�-. ! _ --+ __� / ,
CONNECT TO � , W NE E T 1 C ♦ ____..., .,.. _- _•,...�-IN. �.. �• _._..; � ,-_-- .. ..r �_ _. _ � .._.m. ___. -- _..�•.--"-_.__. _....� -_._ = -,>�, � ! i
p; =r, "^ / R STRAW WITH
\-_.�. �F P \�.___ _ \ _ _ _ __: __ .... __� - f 4 �� A„ r,_Y�00 L:.,/ACRE STRAW. ANCHO
.r..... ...- ---- --- !"'�"'' \ � 34 _......14 - UTI!_! TY -E-ASE#EN T
J r""." 4 L. FT. 30" CMP / Y' . \ \ 30.69 Ly�l.-'� .40 _ .._.__-__- - _ _.._-_ __ __ _ _ _ �.- - � T ,
1 • 10 UTILITY EASEMENT __ __ _ =--- --- - �''_ � -- %✓'- AL , tvi"" T�NC, nR A MULCH ANCHORING TOOL.
,a- _ _ --___ ___ - --.r3o Frso" c P- ' `�. "\ - �- t (-�� �-r"_ .._.._ - / ASPH
\ X ` i \� _
\ - _ i I ,- ` , -iC'' I i I i _ 1 ( �` �` �" TFM..., P..�._ORARY•
DISTURBED AREA '�
• _ ._ _ _ . .,__._ -..._ ___ - ------ ' OVERFLt WEIR ♦ ``•, `gip .. 'g� I V) I M 1 ! 1 36 ' I
..,..-_
' �� '�., -�''�`"�� I �QING IX'Laf r" R`YE 120 LB/ACRE
UMITS � � a_.-- ~-� `'� ` 1 ��. SEE DETAIL I 1 1. ' i CATCH BASIN 2A TOP 32.50, iV. 29.24 SEE NOTE 5 �= EED NG AT ,• DEC. 1 -APR 15
.� r ��` E ~ d c /
,, \ �i �, AT H ASIN 2 TOP 32.50, INV. �29.z 4 SEE NOTE 5 I ��"•-"' "
`_:. SHT. C2 I 1 ,l�IS. GROUND
\ �� ;, i ! W ' � C C B 10 10 FERTILIZER
..._.__..:.._-__ .._,__....._,_,..._. ,�h , ` "' CONNECT CB2 AN CB2A W ONE \ --� _ _
_ �` \ __,^`_� _�._ -� . - co ,OIL AM_, ��� FOLLOW SOIL TESTS OR APPLY 2000 LB ACRE
i SILT FENCE '' I HARGE ;' ._.__ _- - i = ,- �+ Fi I w 1 ! Q / �,__ -- � ,� , ,.
` D SC ` T_� ,_._ -! , _ ,� \ I i N I 4 SECTION OF 18 RCP L Apl• Y 1400UOLB ACRE7STRAW A ANCHOR STRAW WITH
I 1 FROM PROPERTY -.. I �, g•�RU REES I I f ; _ . , ; I_ _, :.�:,;_=:==- III ! I E �• rl�! S. f9, INT.�. I ; w i CATCH BASIN 3 TOP 32.50, INV. 28.47 SEE NOTE 5 � ; i /
I - '' ° SEE �X 11 I ; ; { ,I ; j ;; ♦ � INV. 27.821 \ I ASPHALT, NE?� t�NG. OR A MULCH ANCHORING TOOL.
LINE
SHT. C2 z i I I �# 1 I �H .� SEE S T. �3�' I I �-. 4_ _.. __ __ _ _ \ , , I
- - _ i I I k. h I I. \ ' \ I I -� 3 F ED NG MiX��IJRF,,•,. CERMAN MILLET 40 LB/ACRE
_ I i ;;,, �,1 I i i
I t I { ' t I MH 8 ?' �! a i \ t SEEDING QATr'' APR. 15 - AUG. 15
_--. _ ; , h l o , , I ,
{ , .1 <;t �, 'V 27.78 ��. � 1 I \ ! SOiL AM NDM,_�ITS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
I i , \ i=}
1 i I 1 Il V'�' ;III I m ., J �;i ., �; } . T-
I, �'�` I i _ Ili 1 ,I I NV.. 7.00 `v ='�'� - A i AGRICULTURr _LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
i
''� AEEMENT ! I;i S; EE T / ` , , �, co�i \ 1 APFr Y 4000 LB ACRE STRAW. ANCHOR STRAW WITH
\ 20 DRAINAGE E i , f�U , s ._ I MULCH• /
�- , .I ,t R I I
I i I ' = I { ` 2 I -�- I ASPHALT, NE'TTiNG, OR A MULCH ANCHORING TOOL.
, I ti
t , i / I ^i'`w I
i I / i �: ,i f; ,IliliI j 1 t ,\ ti.\ �t j I y
\ �, 6 l i70 ; I . I I ; . I __. _ \ C 1 I PERMANENT: �'
°' � ` . ,I , i I 1 i : _ 1 1 �\ `\ I `p SEEDING MIX I;. PENSACOLA BAHiAGRASS 50 LB/ACRE
\.•�" .\ ` ,/ I k NI i , i, I 41.5----_Y_ - --- I I , �- Cn � COMMON BERMUDAGRASS 10 LB/ACRE
1�300 I i ' i'i ;' 1';1 ' __. = ' - - `�. l \ GERMAN MILLET 10 LB/ACRE
--._...,•_._. SE18fit;IC FROM 141Gi' �* HEAVY INClUSTRIAi�(I-2) ONING 11l I I . , ; ,• ; , I ; < < - g- - �` , ' F
'"'_." "..°.`_-...,' �____�_ ZONING LINE , I ;
NEW STORM DRAIN MH 5 I DISTURBED AREA SEEDING D� ';. APR. 1 - JULY 15
x RURAL AG#�K•TURE (RA Zt�NiN C I I i r r, I ---�-� I i
`) \ ""''•'-�-�------- �.._.._._.,.. ; ,'s; .I ? I I' 1 ` - '' _ '�, •\ INV. 28.28 '\ , �� ; UMiI'S SOIL AMEND ,ENTS; FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND
l �sw•�'. .w+.+....w�..r r 1 , ` I ;t t� . f ! ; i ' p i i it r r ' 1 / �` IA <. " iV 'ii
• °.*n..r�._..�+e Sir ,, -+-- i i . , E rt ? r z �. U' n _
r : ; , : i i AGRICULTURAL LIMESTONE AND 500 L/►CE 14 10-'i 0 F'EFZTiLIZER
/i I __ -
�' \ ,.. I j;'; i i, t---+7-f�-••-•--- , i tJ I ; ; t M I . l
�� t'� 1 1 ' 1 ( '� , I I i i i1 ly i , , I- ..�..»�. - , \,,. II 4 I r ` 4 , �.,, - •l J�tU.LCH: �.
-. I TRAW WiTH
I✓1 4 A TR AN R
A •.Y 000 LB/ CRE S AW CHO S
,AA I i ;, I; ,; i -_-- - -- �:� ;',, , , ` ' : t �i �- ._ ____�_ ��......•°°._• i ASPHALT NE:"i 71NG, OR A MULCH ANCHORING TOOL.
\ `; - �.1/ . % . , i i I '.f t'.M ---- _ _,_'{- - \ , \ y , i i : � I ; ) il. , I , �• ! -�...� i i 1 i
\ I d ' s . i4 t t 11 �.._..._..»..__...._._..._ `, ,\\, ., •,,�ti,; `� - it i ' (�:I t t i ; ` I -.t•• �� jl.��..--..�... •�.- i
\ I , ,: ,,,, 1i r, I I I I I --......_._ PERMANENT'
,. "--•.. �, 1 ; ; .i ,I EARTH WEIR \' ' , t
I�
1 i I t; sv:, \: ; `' I '"1 I I i 'oo 1 ATCH BASIN 7 SEE! NOTE 5} "_'�
,', I It
f ALL SILT I �, t� I ; /
ST i; ,1,,,\, ,.\\ i \' ' 1 s ; N I ' /ACRE
EDING M X;, PENSACOLA BAHIAGRASS 50 LB/ACRE
I• ;iI M I TOP 30.92 INV. 2 I -}-� �'• ` TALL FESCUE 80 LB
F E 5' FROM ' EXTEND EXIST• 30' DRAINAGE EAS MENT �, \, ,. --' ; ;; ik_ ` __. ,\ `�',; `r ` '', • ` '
, „ , ; . \ CATCH BASIN 6 (SE NOTE 5)
__� ( ; , , ..._. Ei:E .�':, .SAS=_ _. - -_--: � , �. , \• : _,� : ; +, - '` ATCH BASIN 6A S E NOTE 5 KOBE LESPEDEZA 40 LB1ACRE
�,� \, _-_-.-._! ; ; i ; I i SEEDING A'� FEB. 15 - APR. 1 OR SEP. 1 - OCT. 1
WETLANDS AND EXIST. SWALE ALONG WETLAN S , , i ! s ? 5'-__ :•-'=--_::::.:•---=-::•_-::--==---, _.,..,_.._,-.... I , 'i-'' .Q ' U
9 . --''' \ I 1_.._==-- - - - _ _-- = ---=- ,' == -=- I r : ; t ` ' r TOP 30.50 INV. 27.6 REGRADE WALE AS REQ D TO \PROVIDE ELEV. 31.00 AT HDPE PiPE CROSSINQ,._-__-__-_-_._-__-__,.•I %o \ t,A! FOLLOW SOIL TESTS OR APPLY 3000 LB ACRE GROUND
• k LINE TO PROPERTY LINE F� { Lip. - ; I I i_____ ___ _______._____�______ _ ___ _________� _______� ; , SOIL Ar��,R'._.(
H4WN. SEE DET. 15 HT. C2 ! -_���- E.EV. -__ _ _-__ _ _ _ __ t i ; I ' I CONNECT C86 AND 6A W/ONE 4' SECTION OF 1 RCR_ ___ __-- •,.�--- -,` r� AGRICULTUR yi.. LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER
GRADE ASS \ I ELEV. 27.00 I' = f ` - AS 'D 9� �-� __ _ ------ I I APr='LY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
t I i EXIST. SWALE REGRAh REQ --36-- --- I r. i ��JLCH.
' i ° ELEV: 29.35 1 i I ; I i h W STORM ORA } iH 4 r XIST. WALE �. I ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
`� • , I V i NEW STORM DRAIN MH 3
X �'` --._ EXiST. SWALE I ELEV. �4 00 I SEE 0 ET '; 11 _21 c •:35.50 r-C-- t
T L A D S �__.- _ �_- . _w _.� : _ . _ _ -- _ ___ __ _ _
W INV 27.0� -- INV. 29.Q•, -
,_.___ : - \\ 1 �C' P CTI9N i3ETAIL ; .' . l ------ :-- __ - _ _ _ - __.._.. 4. - _ _ --- - - ___.._ ____ _ _ DISTURBED AREA 1.33 L8. L.FT.
-aC _._ _
�•.. ice, _ _ __- __ -- _.�_.._ _ ,_.._ -.._
`� �'�,��•�' C" •-•l y"''�Gl SHT C2 I 1.5 31.8 }i 1 \,� -__-- -.__ i_ ___..r 'j2____ - .._. -_-.. ,__-__ -- - __ ._.. �-= UL1TS 'MAX. 1 S�'EEL 0
_ _
• ``' '' ..�%'• {►.1.E r ._..�.- of Nd O --ir►- N -_: ~~ _ ---.__ -I v-.. - _ _-- , _�---.. --�- _� . _ ___ _.-. w i 4 WOOD POST
LINE ` SW ,� - 2'""8�'i; FT. 24 _.._. _ _ __ __ _ _ _ __ _ _ _ .- - -_ LN G
r - _ .---._---.- 2 - - - --_` _-i . r _ . _ --- W- ..._ _._._ _. ( WIRE FEN C
,� . `� � i �w o � W �'j L _....- - _..---„_""__.._. : �' �- ..�'i7.`Iw ` i ! jI �� • -�. � www� ��. • 1 �` {
\ �.�
. --_ -- t __ _�-- 'fi` ! ; _ f j . { LINE SWALE OVER PIF�E i FILTER FABRIC
X I k.> CATCH BASIN 1A i -\ (1 NEW 32 HDPE I' ` D T 14 SHT. C2 DISTURBED A A DISTURBED AREA
DISTURBED AREA �,, , r "___, i DISTURBED A EA I SEE E
LIMITS ' '% `` DISTURBED AREA ---CATCH BASIN 1 \ •I; ;' F- Y z MiN. 14 GA.
�'..I, . - � - � LIMITS 1 i i ..�-� OTE 5 , `: i �) I Z i I � r EXIST. SWALE LIMITS W 1 ---` II ,
U�ItTS-� LIMITS ___- -- ; x W,�MESH SPACING
x r,, t SEE �I j I ; I ND OF EXIST. PAVEMENT W I ; : , I Z
; t 6 MAX.
1 II: r ,1 �I
�� I DISTUBED AREA ,/ ; r 1 TOP 31.flQ INV. 27.5 I , , � , LOCATE CONSTRUCTION ENTRANCE I --'"~ _
i '- .r-- , 1 , \ c i' t , ; , ; i, cni 6- � ; �• 3.�. 8" DEEP x 4" WiDE TRENCH
i LIMITS( , . 36 ---_ � _, I CONNECT CBI_., AND CB1 A W/ONE t• v T THIS POINT �rl 1 i I I ; NT a! r3 I i G E �/'"
`� \ _ . I •- ; i (' ..,, , I ; 4 FT. SECTIO "" 18" RCP ' wi _ \, / I I I EXIST. 30 DRAINAGE EASEME w,
- I I
.,
• i I I 1".H. ASSEMBLY , - I t ,/� .}
v W4 `�.� wI .�._.�
\ � i I 1` i i \ O 18" MIN.
/� ``�� ` 1 I I DISTURBED AREA I" _ I ca a
.,i LIMITS '' I�� �`` i , i . al �; ,1 Ii �, ,v z / , i` GRAVEL
I I \ a �, I _ I r z1 i + - __ _ __ _ _ _ _ Q1 I I
_,,
~` INSTALL T ' f.Z 1 4I i (' Ii �I I t
• \ ,, I / \ ; I1 I I ; I i
FENCE 5 FROM 1 I! W i y 1 r i
��� PROPERTY LINE .-..._ . i
'III ; .
F. �. r # j �,'�. - -gyp• ..1�
j
I :i i, t ---- -- -� , t P T c� i p i j ;1 i I ` _ s�E�''�..'a
M`
I '�
f
r M i' N » , r- r
f \ ' �' ) i ,
\ 1 \ ! i I Q j i r ..�•- f r o Trl ' tl1..r. Cr'OS '
! �o ! ; ! { ; i E ! I 1. J� i :.. S ANC EXt.AVNTE A 8 X 4 TRENCI•i UPSLO. E ALONG E
1�
I i 4 k .i I I I\ \ I
. \ `�-� 1 / I, i f I I I i
�,, �-I' i II ` ,�-.-- =EXIST. N1 • - i I ! ` xI i 2. STtiF% ..., t,k WIrcE TiiE FENCING TO THE POS I �. En ! - ND FENCING INTO ; ¢.� t ...,.
r ; \ \
I I ; j `�, i I! 1 y�/ , CMP w \\ 1 wl ' ' r ,! WiRE FENCE AND EXTEND fT INTO THE TRENCH.
•\ , fi nR'4 \ _ `• } i i 1 ✓ \ I 1t 7 I - l I I '.� 1 4 -
• \. ` I ' \ / 1 W i . _r. . . ram• . � I ' ---- 1,. ' ' ` /
A MENT I I I / � i I ,\, \ r.,
x 30 DRAINAG ESE �I ry I i ' \ I • A , T. TIE ALTER FABRIC TO THE
` , I I .\ % ( I 1 r• ; 4. BABE I>.! �D COMPACT THE GRAVEL IN, THE TRENCH.
i ,
. �: 1 i ' _ _., `•. 1
• 1 11► , �'' t' r ,
, ; \ I i i d _.. cu► , , i c� f/ ti '; . EXTR" STRENGTH FILTER FABRIC WITH fi POST SPACING DOES NOT REQUIRE WIRE
1 N I ,� NEW SYUALE r� 1 i I I� j `„y561 \ , '"' . �j i `_\ I �' ` ► \ \ 5 �, • �,
p SEE L}ETAIL 15A \ i `\ I I I t hlEsri JP�dRT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO POSTS.
\. , , icy ; i I I I
SHT. C2 I' m I I; , I i .,. _ I .
\ \ �r"I I , i I c ( J I i I ' \ \ 1111 IN NEW 32 HDPE IuiPOR�RY SILT FENCE
W I r / I i i R W i I i I , `-
`\ �..:.... 1`.' -- :;: , , I I I , I . , . ' I -,._ \ NTS
• • i -r I ,:I t ! 1 I ✓r- . i I1 i 3 1t j i j 1 \ �"`�. t� �
\ i , - i '
I . 1
w .� a y ,., x I I i I 1 I I ` ,/�- : 1 1 �{` ' # 1 Ii 'i �` j 1 t ' F t `\ ! \`
\ \\\` • ; 1 ,�f t ' i ! j I \. I i' ,I. 11, I• 1 f1 111t+ '1 ` .. I ` i
00 �, �,;, , I / ;` 1 1 , ' i I �, 1
.1, I , I l I ,I ) ; 50 MN
N7 cn I I , I ! I i I \. ; 1 ._ _ r .
t I I r / .1 -_- j EXIST. U '\ 11 I.I - \ I
I •c - \ `', i DISTURBED AREA --- I I ; ; I / " I I I , l ! \ -
I , 15 CM < I r I ,c •'�-__.,_ , ± \ NO. 4 STANE
• N OVV• `EEWI S c'' t I LIMITS \ 1 I i 1 _ i ; i \ c�
i ,
X . , I I \ I I 1 y - - .. �~ , •-• ; • \ \\ li t I!; \ •
FORME �•
I I ( I, \ I F ; i ) ` I ,, \ i 25 OR WlD N OF
GINENN B. DEON \ t o t ! i I I __.__.._
M I r j , XIST U \ \, 11' I;; i 1 ~- 36 - __
`' ,\ i x , I i I I I _- I EXISTING CONTOU •. £XiSnNG
j b I PROPOSED STREET,
A D N \ , 'I I i\ , I 1 I ; t r , _• . 1 I �! • I '_-_ 1 •, ROADWA Y NN/CHEWR /S
• _ -
I v, I I L_ i : I ,� GREA TL�R
UiI TIC B. P'IER,CE ' i' f ,i __� I �' H
r • } i i. I
J �' ; 1 I 4 I i ,.- '� i t �, = j I I\ 1` i \ 36.5 FINIS GRADE
.. t I I XIST. \ ii 1
BOOK 1023, PAS 249 , r i I I 15 CMP -_ _
O0K 272 PAGE \, \97 I I 30' X 60' i
I B `�
\ f f ;, 1 I ` I M i r ,5, �' ,� I ) i i� ' t \. f `> P
'•,.. � ; I , I DRIVEWAY EASEMENT _ i I cn �; l =, � i EXIST. SWALE ,30 X 60 i� ! rf / � ��
r - i , t I I . _ . _ . I I �- _ --_-
r; I I I t I ; • I 1 I I r , DRt1lEWAY EASEMENT �_ - -.30 X fi0 - 50' M/N
I 1f `;', � I 1
i 1 1 t1; iIi `
� \ J' DISTUR D AREA G ... "••--30' X 60' � �' • ' EXiST. `; ` ! ,1; - - _ -DRIVEWAY EASEMENT _
`� ++; i; LIMITS I 1 t , t , _.__..._. _- I , ,
cn• I DRIVEWAY! E1A►SEMENT PARKING LOT TIE TO EXISTING I j , ; I
\ ; ' I I , : I , , f. NEW STORM ORAIh MH 1
I h; \ SYSTEM WITH I• \ I I I i; t ' NEW STORM DRAIN MH 2 PVMT NEW 32" HDPE iNV. .31.20 �" M/
1,\, Ir I IBC i 32� i i r t I ( - r-
` ;,' -% W \ AO i=''v T TAPPING VALVE I ° i i ` I , ; / ' i I� `I' i__`
�, ' i x Gt-W •�, GR i I i I I \ ` I , I INV. 30.19 I 1 =I i ►= t ,--
i i , I , AND SLEEVE _....=- --.•• .r ' ` I _ ._._ _.. ...._ .._ ._.._. .` �_...._. • ROSS SECTION
• _ I
• N
•__•� , I t
• �� � �� �� � r � I EXiSTIN
. r+--'
......�. , 41 , , t�i ,' , '; I I 7 t ", G �. _� �� -ram ..._.«_._.--•^"--.�-- N ( ` � -�,�^,"
r,r XIST. I ; w ` I _ __ _._.__36__..__ - ----- � ___ EXTEND 24 RCP TO NE1�1 Mai 1 ���
,t I ` XIST. SW _ _. .... ._ -__ _-_-___ _- _..._. _._..._. ___.. _ _ _ _ __ __ - J.
,, ,ijr " F.H. ASSEMBLY E _._-__....__ _ __...._. __ ___-.,_..._. _ __, f�if>_ _. _._-----.-•___ _^'"�-- T H AS R iG rRO,VIDE COVER `
N _ ____._ _`=„-=---� __-_. ._ 3 " - EGRADE Dt C EQ D
�O \'' 1 "' JI INV. INV. 18 CMP " _ -12 X__6 - TEE `� t _....._.. __,_ _ _---Ay -_ _ �-- ._- :1 ` ,�' _ f -__ .. _...- - - - _
!: V " ; ' 12 PVC WATER LINE _ _ _"_.
__ --
_ _--
_ �- _-
J
1 12 VC WATER LINE _--=•�i•� =-•�- -_ - ___ - -'___._., ._._.._..__ ...---- --_--- - - _ _ s NTS ,,..
32.13 ._ 32.2 _ _
XIST1NG --, -- ----- _______- 3c . I _ . -__ -.- _....____ _ --_ - _ ___ ---=--___... -
\ : . I!. -•.. 6 OFF EOP E ) � :�. . _ ,4_ __.._- .. - _ ______ _._.__._ ._.___ _...__._ � __..____ ____..... _..__.. __.___ \ • __._..-- _._-,-..
`h�
1, .,r 6 0 EOP XISTING ^e: ' NV. 34.09 - ---------- -- -- ______--- _ __ ..,._ _ ._._ -- __ _ :.. ,'; ;\ _ •,°
E
_._ _ _ ...
\ ___ _ 47� _. __ _ _----•---
c •- - _ --- 3�_._ -- _ _ _ _ __._ - -_ _ __ _._- __. __ �.__ -
__ _ _ _.. -._. ��- y-- _ __ ..�.- Z--'"�36 - . _ __ _... __ NOP s .i <AL
i
-
36
3
6
i
i
I
i
DRAWN BY: 1
____- WJR----___
CHECKED BY:
J.R. HONEYCUT, T
JOB NUMBER:
8022
I .
i- SCE: !- _
i
i AS NO i ED
\ _ __.__ •-•----- _ _ __ moo, ✓ --- - __ _ ____ ._ ____- _ - ___.....�..._ �_-. _ - - - INV. 31.47
= % US HiGHWAY 1 - - - - .�-
...
_ �•---EXIST. 24 RCP
1 -
- .._ , -- - -- _ -_ __ _ _ - __ --
- _
_ - ---
__ 3
38 _,._ _ 36l.1lw.�. '
.�__.. .� NV. 32 31
36 _ _ _ _
EXIST. 30" CMP XIST. 30 CMP
INV• . 30 INV. 32.38 Qz4PH/C SCALE
�-
. DATEE
_i
� 1
3 02
_ .-
t
D NO• f
t
C1 OF 31 .
I

------ ----------------- ----- - ----
_7
TO BURGAW
STEEL OR
6' MA X. 4" WOOD POST ,­W'ELL GRADED RIP RAP BEDDING
d STONE SIZE = 6"
/-WIRE FENCING COMPUTA TION OF SU.IL T-UP01V AREA 50
THE OWNER SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING
- - - - - - - - - 911 MAX. STONE SIZE
FILTER FABRIC
DUE TO THE (0
T 177 (71vpER v I ous SURIFA CE) OF STREAMS, LAKES, SWAMPS, OR OTHER WATER COURSES
c*j
CONSTRUCTION OF THIS PROJECT.
MIN. 121/2.GA. 9, F VEL OPIVEN T 12�37 ACRES 3', Q - ----------- -
TO rA A R CA Of
-- ------- ---- "p"
ALL TRENCHES SHALL BE STABILIZED AS SOON AS IS PRACTICAL.
`W/MESH SPACING
6" MAX.
_4
ALL OWAgLE 8UIL T-UPON AREA (3011,' 72. 37) 3.711 A CRES THE OWNER SHALL MAINTAIN ALL EROSION CONTROL MEASURES OR DEVICES IN A GOOD STATE OF
GLRADE,, T R E N ...... 1411�
REPAIR SO THAT THEY FUNCTION AS INTENDED UNTIL THEIR USE IS NO LONGER WARRANTED. AT
ESS A REA' OF S TREE T PA VEMEN T -0,268 A CRES
<
THAT TIME, ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO SITE w
w
LESS AREA OF LOT .4 (NO RESTRICTIONS)
- z �.7 �A�S CAUSE NO SILTATION OF STREAMS OR ANY ADJACENT PROPERTY.
is" MIN. -A
AREA OF LOTS A VA ILA8LE TO 8E 8UIL T UPON 1.655 A CRES
W
7
1� " -, '1 -,� , � _,z , z
0
KLEYATION
E R 0 S 10 0
§K�P_T_ION COMMERCE UKIVE
A1U1v18ER OF R51vM V NG L 0 TS 5
1. OBTAIN EROSION CONTROL PLAN APPROVAL.
ALLOWA&E AREA PER REVA INING LOTS TO SE 8UIL T UPON 0, 337 ACRE 74418 SO. FT. 2. PROTECT CONSTRUCTION ENTRANCES AS SHOWN ON THE DETAIL ON THIS PLAN.
I. SET POSTS AND EXCAVATE A 6" X 6" TRENCH UPSLOPE ALONG THE LINE OF POSTS�
3. INSTALLCHECK DAM IN HIGHWAY 117 DITCH ON NORTH SIDE OF PROPERTY, uj 2. STAPLE OR WIRE THE FENCING TO THE POSTS. EXTEND FENCING INTO TRENCH, 4. INSTALL CHECK DAM IN DITCH ON NORTH SIDE OF PROPERTY. PORTERS LANE
76
.49 ACRES NOTE:
TOTAL DISTURRED AREA
5. EXTEND ENDS OF EXISTING DAM ON EAST SIDE OF PROPERTY' AS SHOWN ON x z
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. I. IN A WELL-DEFINED CHANNEL w
THE DRAWING. 4, BACKFILL AND COMPACT THE SOIL IN THE TRENCH. PLAN EXTEND THE APRON UP THE 6. INSTALL ROCK DAM( TEMPORARY SEDIMENT TRAP) TO FORM SEDIMENT BASIN. CHANNEL BANKS TO AN
0
ELEVATION OF 6" ABOVE THE INSTALL GRADE STAKE.WITHIN THE BASIN WITH ELEV. 32.40' MARKED
wo
MAXIMUM TAILWATER DEPTH AS SEDIMENT CLEANOUT LEVEL. to 0
TEMPORARY SILT FENCE OR TO THE TOP OF THE BANK, 7. INSTALL SILT FENCE AS SHOWN ON THE DRAWING. N.C. HWY. 210
NTS 1. ALL STREETS ARE PUBLIC STREETS. WHICHEVER IS LESS. w w
8. INSTALL NEW DRAINAGE SWALES. INSTALL A TEMPORARY LINER OF CURLED
2. WATER BY INDIVIDUAL WELLS.
C3 a
WOOD MAT IN NEW SWALES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
3. SEWER BY INDIVIDUAL SEPTIC SYSTEMS.
9, USE SPOIL MATERIAL FROM NEW SWALES AND EXISTING SPOIL AREA TO TO Will kA1NIrTr1N
4. NO WETLANDS EXIST ON THIS SITE IN PHASE 1
FILL EXISTING DITCH THROUGH LOTS 1, 2, AND 3 AND THE EXISTING
CLASS 8
DITCH ON THE SOU*71'H SIDE OF LOT 1.
I' LAYER OF EROSION CONTROL
"�5 MM I �NN
10. SPREAD REMAINING SPOIL OVER LOTS 1, 2, 5, AND 6 AS REQUIRED.
NO. 57 STONE STONE
d 11. SEED AND MULCH DENUDED AREAS WITHIN 30 DAYS AFTER FINISHED GRADES
ELEV. 34-50 d 14" HAVE BEEN ESTABLISHED, EXCAVATION IS COMPLETED OR WORK IS SUSPENDED L 0 C T 10 MAR
FILTER FABRIC
1.5 TREVIRA SPUNBOND
NTS
T
ELEV. :33,00 MIN. STYLE 1125 OR EQUAI 12. MAINTAIN EROS
kUTLET PROTE.CTION DETAIL
cc
<
WATER STORAGE NTS S ELEV. 32. 40'.
uj 3 GRADE
14� REMOVE ALL TEM
THOSE AREAS. GRADE D'ITCH IN THE AREA OF THE SEDIMENT BASIN ONCE
13. REQUEST FINAL
'NOTE: SEE PLAN FOR
SW CENTER MAT IN DITCH.
LINE ELEVATIONS A FILTER FABRIC GRASSING SPECIFICATIONS
TYEICAL GRASSY SWALE
NTS MIN,
TEMPORARY,
400'
SEEDING MIXTURE: RYE 120 LB/ACRE
SEEDING DATE$: AUG, 15 - DEC' 30
OVERFILL 6' RO
10::I-L OIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIM �__AMENDMENTS: FOLLOW S,
FOR SETTLEMENT f SEE TEMPORARY SEDIMENT DISTURBED AND 1000 LB/ACRE 10-10-10 FERTILIZER FILTER FABRIC DESIGN cc
MQLCH.- APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MUL-CH
ANCHORING TOOL. TOP
EMERGENCY BYPASS
I I
6" BELOW SETTLED
ELEV. 34.50 A
TEM�P
O�Agy:
TOP OF DAM CLASS 8
A
-EX STING DAM,
SEEDING MIXTURE: RYE 120 LB/ACRE
EROSION CONTROL
r-AIEND -5 ![��DING �DATE�S-DEC. I - APR 15
d5O� 9"
SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTON18:1.u') w
W I TIN, CREST—- AT 3,4�. 50
MIN. 4ND 750 LB/ACRE 10-10-10 FERTILIZER
d 14"
TO 4TERSECT,, EX I ST-.-,, mox
_CH- APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
it LAYER OF
ANCHORING TOOL,
OUR
NO. 57 STONE
c WIN. CREST WIDTH,�.5
R
FILTE
2z
RARY_
FABRIC w
SED I ME a�QIN�GMIX�TURE� GERMAN MILLET 40 LB/ACRE
SEEDING DATES: APR, 15 - AUG. 15
ELEV. 27.50 10:::1L,_AMENDMENTS, FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE A99jjP_N _A- A
ANO'750 LB/ACRE tO-10-10 FERTILIZER ­4
BOT. OF. DITCH NATURAL - APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MUI-CH
�Lq!& H. FILTER FABRIC
3' MIN. HORING TOOL,
GROUND ANC
A
P LRM NTS
ZI �_FU_PING —MIXTURE: PENSACOLA BAHIAGRASS 50 LIB/ACRE
GERMAN MILLET 10 LB/ACRE
NTS
EM
COMMON BERMUDAGRASS 10 LB/ACRE
E� NG DATES. APR. I - JULY 15
70
�LPIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 5000 LB/ACRE GROUND AGRICULTURAL. LIMESTONE 50' MIN
A 0 500 LB/ACRE 10-10-10 FERTILIZER
k
DAk,
EXJ-STING Lvl_(&_�H. APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MU CH
r0AIE
ANCHORING TOOL,
E REOU 7
NO, 4 5
=NJ
T
EPERMANENT
WITH CREST A �TO INTERSECT�,'EXIST\ R5' OR kYID TH OF
�EEDIINGMIXTURE. PENSACOLA BAHIAGRASS 50 LB/ACRE NTOUR
34 50'
TALL FESCUE 80 LB/ACRE
IIHI CA 5 FF
fN CRES`T WIDTH .0'
M\ i , y
KOBE LESPEDEZA 40 LB/ACRE
-E- FEB. 15
AREA LIMITS -S t--DING DATES - APR. 1 OR SEP� I OCT, 31
�1 N� T S.
:r 40'00 B "ACRE STRAW. ANCHOR 5TRAW WiTH ASPHALT, NETTING, OR A IZER
419�42� A M
GROUID AG""ULTURAi
FOLLOW SOIL TES1 S OR APPI Y 3000 LB/ACR
-4
-84'
A
1000' SETIBACK'Ff [a ANCHORING TOOL.
ROM 140 HEAVY age=
INDUSTRIAL (1-2) ZONING MIN
'm a:
HATCHING DENOTES DISTURBED AREA I
--------------
--------- WAI,/
'SWAjL AREA LIMITS
6" m//vt
Sz_CTION
77
ARE LIM-ITS NE_ -SWAL'E'--#6
1,N E
to (SEE,­DETA I Q. 00
z EX I ST.
ENNAN CE
CHECK M�LC77ON
:CONS'TRUCTI DAm
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ENTRANCE
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El
NEW.,5WALE #3
EXIST, X ST. PHASE 1 L #2
START OF,,
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-IL AREA E ',/l' N -,DETA L' V SWALE LIMITS 'A I
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NEW SWALE #5 LIMITS (SEE DET , AIL) (SEE DETA[L)
PA
71
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S"0021'10' -E s 10 21 S10021
ST0*2110"E S 10 21," 1 O�,,E t lCO2 0
2
0 20 .0
0
0 205. 00 00 150+0 205.00 94/,,52'
2 5
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EXIST. SPO,(L AREA
NEWSWAL t I�
TO BE REMOVED
/*
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E B CONSTRUCTED
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FVE EASEMENT�
�-`PHASE� 1 0
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L IMI T$ DR I,Vt WAY EASEMENT 0 X 6 WAY MENT
EXIST.
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lit
22'
-11, PHASE, 1 PHASE
I 'W N 1 :Cr 21'10"W NfO�/�l Ill O"W` 016:1 DE
2m). 00, NEW,SAI­E #1 CHECKED BY;
i 21 1 O"W
T
LIMITS LIMITS 50' WJR
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205' 00' 05.0
NEWSWALE #lA,/
205.00 F0r I'STURBED
'OVER P I P�--` lose
5.47" 205. 00' EX I ST. E/E DETAIL) SLOPES,
�SEEI`-DETA I L) AREA 'LIMITS
DJSTURBED
INV INV.
15", CMP
5$' L.FT. 24,,RCIP�
REPLACE WITH.18" RCP 4 NV. 31.04,
3 x 32.1,3-\ AREA LIMITS-- AREA LIMITS
NV 34.09 DATE:
3
-DfSTURB BED EaL�_ JOB NUMBER:
US HIgHWAY 11 D I STUR L
�AREA TE—.O.15. EA E-M I TS 2
L71 M I T�
LJ QCON
IT
A Cl ELAN
ENTRANCE L__I NV. 32.. 31
DAM LOCATION /0 60'
DWG. �NO,1.
60' 30' 0 60, 120,
P A,*­—EX1ST., 30" CMP EX I ST. CM
INV. :32 -38
GRAF
ICA 1, E
INV':, 31,98.

MIN. 12 2
W/MEsHoP4o|m
s'M4x
TRENCH
MIN. i
GENERAL FILTER FENCE NOTES:
LSET POSTS AND EXCAVATE AG" x 6"TRENCH uPsL0pE ALONG THE LINE oFPOSTS,
2. STAPLE OR WIRE THE ,FENCING To THE POSTS. EXTEND FENCING INTO TRENCH,
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND |T INTO THE TRENCH.
4.eAnKFx_L AND COMPACT THE SOIL |wTHE TRENCH.
------
wTo
I' LAYER OF
|.o'
LEV. 33-00
\ WATER STORAGE
CLASS
5'M{w EROSION CONTROL
r
sTVwE
/ |uno= g". d=",= 14 ,
,
TOTAL AREA Of- DEVELOPMENT
A�LO�&��EB��ARE
A /J%Xx 12.3/
LESS AREA OF STREET PAVEMENT
LESS AREA OF LOT 4 //VO RESTRICTIONS)
AREA OF, LOTS AkA/lAfLE TO 8E 8U/l7 UPON
NUMBER OF/EM41//V/NG L 0 TS
ALLOWARLE AREA PER REMAINING LOTS TO 8E 8U/L T UPON
iQIE_sL_
1. �LL 3TREET5 �RE PuBL|C �TREETS.
2. vwrTER B, |wD|v|Du��
�. sEwER �Y |wD|V|Du�L 8EPT|C �,STEws.
�. mD wETL�wD� EX|Sr Ow T�/� S|TE |w p��SE 1
12.37 A/RES
3.7// ACRE'S
+7.268 A(RES
J
0.331 ACRE= 14418 50. F7
16.49 ACRES
_ ____
� GRADED P Pocoo/ws I
, �� ,.^, ^ .`. .`� /o �u�o��
oTowss/�s~sFd �m MAX. STONE e/zc THE-O�NER_SHALL_T�KE_�LL_�EAB0NABLE PREC�UTI0NS_TO_ AV0ID T�E SlLTIN� | rmllmm��
\ \ �� � | I
`
u'
�/n�xm�. �*n��. *�a�p�, OR u|nEx WATER COURSES DU� TD THE
C0NSTRUCTION
OF THI� �ROJECT.
�LL
TREWCHES SHALL �E ST�BILIZEO �� B0DN �S IS PR�CTIC�L.
THE
O�NER 5HALL �AINT�IN �LL E�08l0N CONTR0L �E��URES OR DEVlCES IN � �OOD �TATE OF
REp�IR
80 THAT THEY FUNCTlON AS INT�NDED UNTIL T�ElR USE I� N0 LONQER ��RRA�TED. AT
-1 �
THAT
TIME, ALL TEMPOR�RY C0NTROL DEVIC�3 SHALL �E REW�VED �ND DI�PDSB} OF �8 A� TO
" �> ­k _:�_ I " � , � � I ,
J
��U�E
NO 5ILTATION �F �TREAWS OR �NY AOJ�CENT PRDpERTY.
�NQ
|
1.
OBTAIN EROSION C0NTR0L PLAN APPRUV�L.
{
2.
PROTECT CO�STR UCTION ENTRANC�S AS �H0�N 0N THE DET�IL ON THIB �L�N.
~ I'll
_____�_
�.
INSTALL CHECK D�� IN HIQH��Y 117 DlTCH ON N0RTH 3IDE 0F PR0PERTY.
'
[
4.
INSTALL CHECK D�� lN OITCH 0N N0RTH 3IDE 0F PROPE�TY
r r°_- '
| ��[��
| |w�����-o��/mso c��mw��
5.
EXTEND ENDS OF EXI3TINQ D�� 0N �AST SIDE OF PROPERTYAS SHOWN ON
'
pL�M EXTEND THE APRON UP THE
CHANNEL BANKS ToAw
8.
THE DRAWING.
'
INSTALL ROCK DAM (TEMPORARY SEDI�ENT TR�P) TD F0R� SEOlNENT BA3IN.
. cLEvAnoNoFs"ABOVE THE
INST�LL �R�D� �T�KE �ITHIN THE B�SIN WITH ELEV.32 4O' MARKED
- MAXIMUM TmLWATEnDEPTH
AS SEOI�ENT CLEANO�T LEYEL.
THE BANK,
7.
IN8T�LL SILT FEN�� AS �H0�N ON THE OR��lN0.
�=�
8.
INSTALL NEW DRAINAGE 3WALES. INST�LL A TE�P0R�RY LINER 0F �URL�D
�0OO ��T lN NE� S�ALE� lN �OCORD�NCE �ITH WANUFACTU�ER'S IN�T�UCTI0NS.
g.
U�E SP�IL ��TERI�L FR0� NE� ���LES AND EXISTIN� BPOIL �REA TD
FILL EXISTIN0 �ITCH TH#OUQH �0T3 1, 2. �NO 3 AND THE EXISTINQ
DITCH 0N THE �OUTH Sl�E
20.
OF LOT 1.
SPREAD REMAINING SPOIL OVER L0TS 1'2,5, AND 8 AS REQUIRED.
­���� |
11
'
SEED AND MULCH DENUDED ARE�3 �ITHIW 30 OAYS �FTER FJNI�HED QR�DES
��� - `-_�FILTER FABRICHAVE
BEBN EGT��LIBHEO. EXC�vATlOW IS CO�PLETED �R �0RK lS SUSP�NOED
SgCTIQ TREv/nA SPUNBomoOUTLET
FOR �N EXTENOED P��I�D OF TIWE
- or,Lcxoo OR EQUAL
PROTECTION DETAIL
22.
MAINTAIN EROSI0N C0NTR0L �E�3URE8 UNTlL PE�W�NENT �R0UNO �0VER H��
BEEN ESTABLlSHED. lN��ECT �EE�LY �NO �FTER R�INF�LL EVENT�. ��KE
���l���=
NEEDEO REPAl�S I�WEDI�TELY. REW0VE ANO PR0PERLY DlSP0SE OF SE�IWE�T
wTe
MEMT LEVEL -REACHES ELEV. 32.40'
13.
REQUEST FINAL INSPECTl0W �ND AP��0V�L BY ERU3ION C�NTR0L ENQlNEER.
1*,
REMOVE ALL TEWP0R�RY ��OSI0N CONTR0L WE�SURE� AND STABIL{�[
IN
I
an
00
cc
cc
,
Z, mi
. I FILTI�R FABRIC �ggTION A -A TYPICAL GRASSY §.WALE GRASSING SPECIFICATIONS .
I i All<
I I .q-1,-- � P, , " I ; I 11 I I ,,,, I, -, ,_ ',-, ,;-.,, N21ji SEE PLAN FOR l___7
IOVERFILL 6" I SEEDING DATES:. AUG, 15 - DEC, 30 I,,,- - ,__L�_ I -1 ,�,_ .l - - 0
FOR SETTLEMENT _��OIL AMENDMENTS. FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL, LIMESTONE I / , " ,, k�' T ,
DESIGN AND 1000 LB/ACRE 10-10-10 FERTILIZER . I _k A,�_,� _1�, -, ,,, Im
SETTLED M_ULCH- APPLY 4000 LB/ACRE STRAW, ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH I , 1­�i I _�- -
I I--' 6" BELOW SETTLED . 'I, l I I uj Irm -
1 1.51 , ll_'­ 16, 11"V__l ,� " - I I f I , I .�011_ AMENDMEN IS, FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONk)'-f d5o= 9"
I , ­ [-a*- w
"I., I , I` -� -1 - ,- I , , , 2
_,��` I . , - I - _-­-_-, - / 1 i
>� , ,,,, . - > ,,,>--- f )­� ,,, l> -, i. i, .,I ! __.___ . - _ , I L I M_ULCH.- APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH �_­_ ii 0 co si
. m FABRIC , --- I I - ,`- _,��,,\ , ,,,--- - , `!� a <
_j , "', ,-,,, ,i, ,,,, r."/ �-__!' A �-_ , I , - -, - 5' k4l N. CREST W I D TH- 5. O,' - i :)
N,' I ­____ I z
I 1, I I ___ , - I 'I, , ' SED I ME , - ,,�, 0
, &. - I " --- 11 =
t ELEV. 27.50 1 , _/l -_
. , , - . , - ,,, I --./ __­- � I , I 11 ., I " I--- am
. � - , I l___l I .�K__ TS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE ' , .- <:) I
1 1I . I I -.,-- -_ _ '­ , I . I .1, AMULCH: APPLY 4000 LB/ACRE STRAW, ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH FILTER FABRIC �99IIQN, 6
I L___"� I-.*- I A I ­1 I �, _ , I T �m
, '__ - ", `1 - '��' I _,_, I 14. I 1 \ / ,' , I / I '11lrol 0 z
\ I',- , ,-�, -\ ", I 1, ,",
I 11 , I .,., R I 10
I ; I A I , - . __ -­ - - _1 1__ .11 I '-" I .�_)[L AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND AGRICULTURAL LIMESTONE 'llom
I" : " u ' I I / I 50'MIN 0. I", 0. <
- I I I kl-QLCH. APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
I " ,l -1 ,_ I l I ' , ,, I " I " ' " '­1 - - ;� -_ <
I . , . N_,\ , �', " ) ll__ ---
ir "I EXTEND AS REQUIRED , .
I . , ____ " "l j - \ I - � , 1./ I 'z I , -- --�,_,,', , � -, I >m >m =j
I I . \ I 1, 11_ TALL FESCUE 80 LB/ACRE -'XISTINO ;, ,-­3, -�,, -,, I
� I I , " I 11 , I _­ : " " I , , 1�51�_ - , wl-11CHIE ER /5 �e �e
l000, SETBACK FROM 140 = HEA _-1 I - I . I - - ,­ , 1--1 , �_ - - Ll o 1�5= -- - -- - -
I , 1, I ', " ) --- ­ - DISTURBED FOLLOW S"'ll T - i () 0 w
f-------- - ____ __ ____ ____J ___ -------,---�-----,------------------------------,--- 419.42' __ -1 ------ ­­_ - _ f `�A EA L I M 1 TS ., - N'D 1000,L'B/A'C'RE 10-iO-10 FERTN iZER LL I : ,
. L� ...... � "­--� ", _­­ --,-----,-,----,---.."--.,-- I I I ) I 11 I" ,_ 11 - o
I , , I" _7��� --- ------ - I I ", l "I ' i I a: = a: a)
I 1
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I I .11 I , I "I , I I I --- � ­­_� --- ­-- ___�L , I " I , , _� , I D I STURBED '-, 1 f 17_�
I �_E I 1, , I __-� - I - I I
. I -, I I / . 1'I .1111, 11 ll. ---,- _____ I I I` I - , , --"---17- ­-� _­� 6" MIA I � ��� ­_; � � ", I 1�
u') U-) I , -I- . . , - _____ /_ - , N\' 1, I I _�a 11 "r__­� I I "%tt'
r, i . .. -- 1 ___6 '. I -.1--, -------_ 1. . ) _- I , __! ­­ �,,,',,
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t , , , , I" , 1, 1, I I I 1I 1 7711_��,�-_ 1"EW , u
I I -:,::i-- ------- I. ,, I I - 117 zg��
I I , / , I , ___­ I ' . E \ SWALE ;� """, , I � - _ " ­ - IR
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I I ' I 1, � I - " - La > i ; , i I , , N, , \ ;If 00
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ISTURBED -""'X ' I I / '] , I , 4� (:� I \ \,\ ,\ \ , 0 Z If)
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I PHASE,l i l I , I \_ -.-,-. \ I DISTURBED I , -,"+ .' ' ' , , - X­6b " -
"! ;!!",/ I I I "' I � , I f - - i DRI VEWAY N� EMENT ,. 'I � I
I/'l 1I , C51'! 1 V I I L - - _"',_.e_'_ - - - .�" ' - - !L� " , , ___, 2 . \ -,
s I , , I PHAS r- ,, C"J, ,
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`
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- I !, i I ==ff_- .,-- -f
, ::�,:v --.:- --, ,I, I ___ - ___ - I ­_ __ ., /, I 1 -.4-- . I . 1�:l __ , l DATE:
I , __ ,,�R __ �_____­__ I I "�__117 . '' I .0 -, I [ ,�a .--,-, 1'l `� --�_-�----- -,--- SEE ED . I
'
I EXIST., 30", CMlP_,.,)t_l*__EXIST 30" CMP I . I I I I �� � ii?!! 11. I 11 � mom I j . AOO*%
'/
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-` I

1A
A_ IN i N7 F rl, i
N
L E G EN D:
P,
01 CONCPME MONWAHENT
ROIN MAKE
R V E)" REFERENCAIE:
QAa
MAP BOOK 32, PA E 62
N "T Es�
, ul.
'
1, Till- PROPEMY DOES NOT IIE WITHIN, A 100 rcclkR FLOOD ZONE -\HW �Y
PENDER COUNTY FLOOD Pj-JE MIIAP� 0350 C H
2, IRON ROD)S ARE SET AJ ALL CORNER-$
i R Lj
C'01\47 01 zE_D ACC'ZcS,��',
A TH D
3, AREA, COMPUTED BY THE COORDINATiE F1 0,
4, AUL DISTANOES ARE H0RlZ0t-JTAJ_ FIELD MEAS"t-JREMENTS
5. ALL BFARINGS', ARE NO GRID (NAD 83)
-7 1,08'
7-, 14
-E
COIJRIISI� BEARING DISTAME
N 060`52*z"E 'kzk 14'
1501 �- 1,5014
1504-1505 N 2,TY47'31A-E 2 8, 6 2'
15011117-15-06 N -'99134'13"E 27,64'
1506- 1507 N ()9'02'44`_E 23.46'
.151 M�
11,1507 1508 N 5'718'04'
COURSE MRING DISTANCE
1047-1046 S 2W2 4'18 ` E 38,92'
1046-104,15 N 7V57'58"E 15, 17' r
104r-1044 S 59'46'43"E 25,99'
1044-1043 06'321 15"E 45,65�
A-
1043-1041 S 18'50", 4,"E r,5.29 OT
PRELIMINARY LAYOUT
1041-1040 S 3 J i t
L
S 4 '48'1 CE 4Q_51'
i,040-1039 1 F (), R
ov �g VIP
10,39-1 OS7, S 01',47'511,%_E 62�86'
I Q,37,- 1036 S 17 22'1 2"N '6 1 � 48' Vlk 'A THRU M
TRACTS
1036- i 035 34�37'55`R 5"Z_55�
AT
0'08"w 3 8,4 1
1035-1034 S�'78 19
1034- 10*3 S 8-5;'04'25V
-7
1033-103 1 S-1 84�45'501V, 10,26 ROCXY POINT,
10 311 ­ 103-0 S I 6-36'05"W 45M'
1031-1028, S 392'z"54"'W 34,W
S 8',3 4 "N 43,03'
1,628-102
0 283 r-P,
2121'
0 4 � 2 1 '5,5 E COMMERCUL PA&FC
1026-1025 S 4T29'05"W' 60,03' PENDER COUNITY NORTH'CAROLIt-,1A
ROCK e POINT TMNSHIP
S �372W35"W 60,18'
1025 10�4 SCALE; I MH 100 FEE T DAn - J U N E, 6. 2000
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