SW6231107_Plansheet - Other_20240813

CONSTRUCTION SCHEDULE drawn by L.S.
f >. INITIAL CLEARING,GRUBBING AND MASS GRADING}
i� ; NOTE: NO CONSTRUCTION WILL TAKE PLACE ( TEMPORARY SEDIMENT SKIMMER
CONSTRUCTION
{ LIMITS(TYP.) + IN THE WETLANDS FOR THE CROSSING �� ]. Obtains//permits before beginning construction. BASINS PLANKR0A checked JK-JR
OR PIPE EXTENSION UNTIL THE FINAL 2.Install gravel construction entrances at the locations Shawn,then
reviewed JK-JR
I f 2 \ install all silt fences,silt fence reinforced outlets,and silt socks BASIN ID PSSB-#1 PSSB-#2 PROJECT
r ± 1 \ WETLANDS IMPACT APPROVAL HAS ss
(wattles)around the perimeter of the construction area.
3.Construct permanent skimmer basin 1;PSSB-1,and permanent SITE date MAY 2023
\ _-260'` `� BEEN OBTAINED. P P DRAINAGE AREA (AC) 21.98QQ 4.51 OO
SILT FENCE + l� \ \ \ \ " Y 01
SILT FENCE �s� \\\ h aWailbanastabilizedo let atop as designed.accompanting riser, DISTURB D AREA (AC) 21.9800 4.5100 94R4RD� J5 \G � job no. 20-1035-02
59 (TYP) ` `\ 4.Clear and grub,strip topsoil and construct all diversion berms, REQUIRED STORAGE / R°A
FRIE'NSHIP BAPTIST CHURCH �\ �\ check dams,and armor the berm sections as noted on the erosion 79140 16219 \4 °
J r 1 r \ \ \ RAEFORD,NC �i control plan with turf reinforcement matting. VOLUME (CUBIC FEET) 'JOHkAso
t ! r r \ \ s� ! ` S.Continue clearing and grubbing of the site as necessa t'
r J r 1 1 \ \ DEED 8K. 772, DEED PG. 124 t \, g � g �'' REQUIRED SURFACE
+ r r I \ \?S8 \ } SILT FENCE 6-Seed and mulch all completed diversion berms within 7 days of 31079 6369 155 p c, cV
AREA (SQ. FT.) °o �,
! r r I \ �, \ \ (TYP) their completion. o A
+r If r \ \ _ _ /\\ \ l ,� ,\ 7-Continue mass grading of the site while maintaining all erosion AVG. LENGTH (FT) ZtjO' 138' � °
! 1 \ I ". .v - , / �, CONSTRUCTION control measures and diversion berms during the sites grading.
! I I \ \ ! �h°j� / \ lI \ It 1\` LIMITS(TYP.) S.During all site construction activities no construction or AVG. WIDTH(FT) 1 62' 70' ROCKFI- RO SR 446 Z
r I ! ! lel
\ I BLDG PAD ` / I disturbance shall take place in the wetlands for the crossing or pipe
f SILT FENCE / �� \ / extension until the final wetlands impact approvals for the project DEPTH (FT) rj,5 5.5 a
/ 1 /
(TYP.) / ` \\ z5> have been obtained- ACTUAL SURFACE AREA w U
ft. 9.After completion of all site ding,re-spread topsoil,fine grade,
40,988 7,796
r� 9-1
! seed and mulch all disturbed areas that will not be disturbed b the (S Q. F T.) O V
I / / Y
CONSTRUCTION
/ h s~
BLDG PAD :-:':'�-•�.'-=��:�^�;:=' \ � v - / / � subdivision's utility work within I4 days of completing the site
! r 258.50' :::` \'-:;;;::;•:.:; ', „:: :''. \ LlMrrs(rYP.) " " /� 257.54' ::,;,.:�\ i work. ACTUAL STORAGE VICINITY MAP
r t ! :,:::• / / :`.:: BLDG PAD . \ ti� '� _::::: `.'ti :: / 234,643 21,252 NTS Z I�
r Y :'::�, :x:;: 1 z57 \ \ �. = / q�,! VOLUME (CUBIC FEET) O >- o 0
Q Q) r r f r '.:'::..*;}::':_~ / �--�� 258.25' �... 258--
/ T CONSTRUCTION SCHEDULE z
ti' r r r//" ?� F• r:_::� 257 ' ®/ \ \ ::;;•;':;': // A / c / (STREET&UTILITY CONSTRUCTION) m G7
ALL ELEVATIONS FOR Z
L..�
CL ! ! i ! / \ \ \ : ::; Sa -• / / Al 1.Obtain all permits before beginning construction.co
BASIN I N FEET. O �} c
Ir 1. ll \ 1 /2 /-.- \\ / / S / 2.Maintain previously installed gravel construction entrances,silt fences,
-'.pnB_Ol„ � � ••-- ,::;;;.;,;, � C? �� silt fence reinforced outlets,sift soaks(wattles),and diversion berms. TOP ELEVATION 249.3000 252.2000 p � o.. o
*7 / :::;;p= :. .., =:y 3 / - Adjust berms and silt fences to work with site grading. O U
DAYSTABILIZATIONREQ`D _ / �� - EMERGENCY SPILLWAY Q -•1
+ r z / , 2s ! :: BLDG PAD";F;:::? ; / w / 3.Begin installation of gravity sewer,manholes and laterals for Kingston
O r + ':' / 4 Q- 247.7000 250.5000 W 0 (D
rJ r + r ! I t / f::::.: /Q / --25 Village.At this stage the road will naturally act as a diversion berm at EL Q �( > -- O
O r r - / ` •\ I J 1 � / 257.10' I ,� * / 7_
- r r / _ _ various sections,allowing for the removal of some of the intermediate �! _
Q) r I 1 1 : /� 1 - - - t �� a / / :: � ::. f - diversion berms previously installed around the site. S.A. ELEVATION 247.7000 250.5000 z s�
F- f ! r 1 _';._ \ - 1 1 sB _ ! / H -✓/ -WILLlA7VIS;JOliN A.JR. 4.Finish sewer construction in the project and begin storm drainage for
t !r 1 J 1 B�e.2s'D ..:.::::t\�y0 \ 1 I I `• **14 DAY GROUND / �� �� \?ss WILLIAMS, CHARLE'S C ETAL Kingston Village. P l g g
o r ! r : 25 \ \ �1 _ / \ gBOTTOM ELEVATION 239.5000 240 Z
_ STABILIZATION REQ'D 1 ;:;;:;;;,.._ C/O CHARLES MORRlSConstruct ins e s in tall inlet protection an finish storm~' � r r ! r 26fl t�'��'��•- -�- / ♦ x / S. drainage fractures, s p ec d s s o 'C
TDB-„D2" O
U J r 1 \ ...: "} ::':':::.F ' `�` / \ ::: BLDG PAD Q TYP. j /::.:-'` ;_;: \ PO BOX 53361 drainage. I-I
J '•. WI TURF MATTING REQUIRED _ t � / V
11� r J !r1 ! / 1 .,.. fy.,•,: - , 257.25' ALONG ENTIRE LENGTH OF _ ?ss / / FAYETTEVILLE,NC 28305 6.Install water line,laterals,fire hydrants,etc. E-' ,-••-�
_ / /`t �z s t I TDB-❑z I s23 s.Y.MAX)(TYP.) -. 25s - / /::_":::':::: 7-Install under ound electric and conduits. SKIMMER SIZE (1 N C H E S) 5.0 2.5
:`'. z� y ( r l / _ 1 DEED SK 72Z DEED PG.292
1 1 l /� � L.� / / / 1 � •= a �_.:.::; *7 DAY STABILIZATION REQ'D .i: 7 I � � � 1 ' / /1 •' �� 1 \ 8.Finish fine grading,install curb&gutter,adjust manholes,catch (~
:::`Bt�G PAD ::_ 1 \
-� o_ (!) 1 1 „1 • - � ' basins,etc. SKIMMER ORFICE SIZE Z
1 257.10' / 9.Finish stone base of the streets in Kingston Village and fine de. 4'J 2'3 W
CONSTRUCTION I ► \ N - / / :< \ G y57 z 256-sD' :i? ` 1 / 1
� g g grade. DIAMETER IN INCHES
1 ♦ - \ 1 r is{-I SLOG PAD I I ] CT / \ )
CON 10. Pave project,install finished street inlet protection Guitar Buddies
' / 1 � � - .:� 1 I . I �, :`.•-::�. ... 1 CONSTRUCTION P J P
LIMITS TYP. r f :...I 2 ,: .-. 1--r
� . _ /s 4 �:
1 1 m •2 for example),ass rovedb NODE . EMERGENCY SPILLWAY
-260 I .�:-I �' � �' ';.�,' - 1 58, PP y Q , 1
r \ h �'� :=:•••r-.:.\ n � I 1 .. .2.:::.:: LIMITS TYP. /
\ _ CB ST-220 a _ ( l \ Q
J ':Y,i - _ � � /�_ �'-�• 11. Install meter boxes,adjust cleanouts to grade.
:. _ti:. r! ' 1 T 1 1 \ \ WIDTH FEET 20 20 W
! ! ! \ ♦ 12. During all site construction activities no construction or disturbance ( ) LEGEND
r INLET 1 INLET 'T I :' :- un 1 \ \ g
} 1 r \ 1 256 256A0' ".1 I k1 1 256 J shall take lace in the wetlands for the crossing or i extension until
! 1 1 r `♦ / PROTECTION YP. 1 PROTECTION TYP. 4 / r ) P $ pipe INTENSITY 6.50 6.5Q
y / �. /
1 f 1 \ } 1 BLDG PAD '-: / �! ! \ the final wetlands impact approvals for theproject have been obtained.
..........
:,,. .........-•:1 .` .--'.:•..:•..:�:':::::•'I I:i` 1 `/ / I\ r ` P PP DIVERSION BERM W/MATTING
r r 1 ` l r ♦ ! \ r \ - 256.00' CB ST-180 ` 256 I C 13. Fine grade shoulders&easements.Grass,mulch,and stabilize all Q=CIA (C-0.5, 1=6.5) 71.45 14.6 4
CB 5T-270 1 - - 2ss '1 1`- '~-- .•.rL_.i' OUBLE 1 / /' I \ r \ disturbed areas. DIVERSION BERM (TYP.)
f ! r r h \\ \ A \\ DOUBLE 1 CB ST 250 CB ST-23D \ ! � 1 !� ®_ /' I \r 14. Finalize site construction and record the plat for Kingston Village.
f r I \ v tt,1 I f 1 \ / ' x corlsTRuclloN uMlls(TYP.)
r r ! r r. \♦ ♦ � `\ \ �� 1 �,, CB ST-2D4.� ! CB ST-170 f � / I I5. Inspectionlfinal acceptance by NCDEQ.Begin Home Construction.
I I _ ��^"-Ot •OCK SILT FENCE(TYP.)
r r ' ! 1 h� ♦h\ CHECK DAM(TYP.) 25 I D 2 1 DOUBLE :- !I \ �57 \'-� Individual builders are responsible for the their lot erosion control
J ! h v ` S ! 1 I Tans. CHECK DAM `r
r !
SILT r „ !, 1 ♦\ �\ �/ / `D 6 1 ` BLDG PAD ! :::.: 2 l 5$' ` P ci
f 1 FENCE I ! ! � \♦ \�\ / ��6 I o ' ' 2ss.aD' I ! 2s6 \ `. o_
r h \ \ / i / :::.a ! :... :.... / GRAVEL BERM RS \
(TYP.) I r " / / '� - i 1 \ a _ ... ..; -.:: �\ } -p PO \
\ \ - - _ s /1 SILT FENCE I $LDG PAD• I 1 S7 REINFORCED SILT FENCE ouTLE7 n
1 � + 1 rl , ..-•\` // 7 :::�::�:'Ai,�'::'if r T3'
r ! r ! :>::> ... \ ♦ 26 - z54 z ;<'� \ CB ST-160� zs7.(14' r I 1`�_ t (TYP•) .
! ► + r I ! .::g :.:...�%s_i=;;:�-;:• .� ♦ _ �� �CB ST-240 2ss- S' .� ' '`n l \ I �:::-:-�=�:�: I / 7., ra �
T B 256 1 + srD -� -' 1 / i ( cox, DANlEL L. PIN # : 494560301441 � J J
CHECK HR! TINE A. r c 'oNSTcTYiow ENTRANCE
o 0
® 1 , _-- _-• - . �h r- ' - AM f - s Cox, c s FLOYD PROPERTIES AND
t 1 _ cn 2 'W \ :' I 257.00' I / 125 CHEROKEE DR m
TDB Bl" � ��::: :: - � Y p =•��• '� \ Due
r ~\ 1 so O 1 �....-...,... \ DEVELOPMENT INC
* / �.:::���. :::•�.:�'---. � - P `. RAEFORD NC 28376 INLET PROTECTION
i 7 DAY STABILIZATION RE D ,•� t'V 2 �:::� :: S / �
1 / ` CB ST 190 L! S \ �
E
1! -:•:r: 1 -''•-'i=:::. C �---:i:=::�7.�::ii��si= I �:i' BLDG PAD •:
1 1 r r / �s 901 ARSENAL AVE a E a
STREET CUT TO ACT AS DIVERSfON + . .. .. .'_r_ . WETLANDS o"$ w�fi,fi0' 8
DURING SITE CONSTRUCTION f / \ ,■ . . . . o
1 N N �C ST-29D / 256.60' / \- na
1 r r / / 1 1 zsss4' 1 . .=:=.:.-= -- zss ACT lYt'rtEs fIYP-1 ::: / 2 FAYETTEVILLE, NC 28305 p
1 1 r ry DOUBLE ii:raFi::' -
1 cB sT-1 SD DEED BK. 1367
1 J ��:":r- :::•. BLDG PAD rr::.;;i Z� �� � RIP RAP ar�rtort r�
... 25s.1o' _ FERR! LINDA , DEED PG. 825 ❑ 2 az a
! ` r CHECK DAM TYP. / / ! hh 5 -_�J _ 1 \ =' $ � m
r t I ?s 1 ) BAFFLES I ry � 6 y o 0 o-ta-
-I NOTE:TEMPORARY DIVERSION BERMS TO B
/�� � � .-.:---:�'•'-�-.�- - �:-.'•�� �- 12 HEROKEE DR
! r +I 1 ::a:::::.::: ' / / 2 L ::•.�::_::•.: \ CB ST-140 / ::;y:; BLDG PAD ::::::;:'::: / 3 C ,;4 a
� 23s .'. •BLDG•PAD�.:� =.' REMOVED ONCE LOTS ARE GRADED AND � PERMANENT POND RISER W/ m d
25fi.25 _
LANDSCAPE AREAS ARE STABILIZED OR \ TEMP• SKIMMER O d O o 0
l ! r \ ! r r CB ST-280 � J�� I � � I -_� 256.10' _ 1 1 _ �>�'1::=:- / / RAEFORD, NC 28378
1 r I BLDG PAD _ J 1 ___ ::.:: :_::::::::::: �, _ y
1 1 N J - - _
r �/ - _ AS NEEDED DURING CONSTRUCI70N. .:• ::}'.' / / c
J r / / I I \ TEMP. SKIMMER. W/OUTLET •rn _� a
1 r I La _1 e 255.60' 1 L 1 _ 1
1
1 / � APRON- 1 \
1 Tr.' S / " o
J i \ z �•, �� / CONSTRUCTION
•7 �! i I ss -� � RUCTION
! S Q.1 ry � \ ``'r V
l� 2 �' 1 \ S n o
D
r I � tY_! _ 56 D: - t'.{.i .'• � :-:- LDG PAD'�'•'�'.i�'. -
r :. s � - - a1�2 Fl.l FORCE MAIN 1 r h � I 5 ry�-----rw rw
f --r r r � h':r:�::'::;::.; I ! !:::'•. '- r � N h � _ '•'.:�.�.i AI, � ..�:';'.::',:''�/ / sa, LIMITS TYP. i•• rn a .
J k ■ \ z ) a
/ ! ! _ l 1 L_ ::r::'i:rr.::r::ci:ir:::i:: l `G \ .::•::1: I ::[t::1i•'�i:. - i=r-/ / 6 r -one a,e EX. OVERHEAD ELECT. or "D
- I •::-. :�'-•-�•'-:• 1 •�`-_ . _-
f f r _ z s a _ 3 a
.::•:: .t-::: ''' _ _ ------ ------ EXISTING CONTOUR 1 ! 1! �.:''.�.•:::•�••:::• -- h S6 � / � / .+s \�� �� BLDG PAD'i�::i=' 1 \ 2 '`� /.::r-'a':.. COX DANDLE / 1D1 m 60-
, e c
I ? u
r r � 1... .:
P : - I i 256.75'
.. I t:::..
! _ :-:'"�- BLDG•PAD101 �
1CB ST 130 127 CHEROKEE DR PROPOSED CONTOUR
1 .
� -_r _ -:r � -n
E
_ SITE LIMITS OF -00
- _ RAEFORD N 28376
f -1
I C a+�
J T L _
.2
4
Ir ::'::.F:::::_::: 2 1 STREErCUTTOACTASDIVE SO CONSTRUCTION
257.44' •..\.::--::'. TURF MATTING ON SLOPE
. 256 1 1 J` \ � ,•• 1 _ :�:= I :'•: =k'•:::' DURINOSITECONSTRUCTION \
! r ! r 7 ! �y / .:i::=::'•'-:i . TD- 256 � \ .' - ACTIVITIES(TYP.) � \ (27.97 O
STREETCUSrrECO CONSTRUCTION
3255 PAD ..... II �l ! \ I 1 CB ST-110 ACREs� -- - -
y 258 DURING SITE CONSTRUCTION 255.74' � :�:1 � 255 \ I
! 1 I 1 : � ! J- I \ � --:•-.\.. , I ;f:-�- BLDG PAD �[:: `:: � -g- -sS- --ss..---ss- EX. SANITARY SEWER
! 1 C 1 r BLDG PAD ::~ r STORM MH - \ \� 257.40' .
f !
ACt'IVI'['[ES(TYP.} ::ii I :;i§1 "�'~ - I "4 \ J I _ ♦ t t I I t
'+fJ1` -�-�-••.,• / :'.�'•r. .. '::• 1 f
ST-300 � -•� _ _ \ zs \ � 3 ze \ \ ::.BLDG PAD .: .. •� '1 PER,ROYC.JR EX. STREAM LINE
I!/
N : .z 1 1
\ 1 �
.. ., \
I :�::=.=::E' ..- Z BLDG.PAD �.•i.i�•:f�' � s
�:�• • zs5.so' � HARPER,KAREN P.
In 256.70'
_I / .:�/ / � HARPER ROY C SR ----. . Ex. WATER MAIN \J i
\ / '• . ;�- / \ CB ST 1.00 �;�::�:_: .
�
::::::'-�
\ ••..••I � �. ..- S 117 CMEROKEE DR. • �
r ! - 1 `r _ PAD �:��:::-.
- CB ST 410 I � I - �/ - � o �•
U. ! 1 �_ 57 - INLET _ 1 I ! 256 � - _ \ ws-ws-----x� RETAINING WALL
1 255.34' - r� \
_ � RAEFORD NC 28376
r
7
-r �• 1 N \
1 - 5 � z 2 PROTECTION TYP. � Lil
( ) I 1 1 _ _
! -,�� �zs I - \ INLET ¢
zs4
1 1 ;: _
I _ L�
D 2` � ...��. STORM DRAINA N 'In! r _ S CE LINE -
r _ �/ 5 \\
�-.-•BLDG.PAD�;:'• � LL
PROTECTION(TYP.).::.F-•:: :::. �-:.,- � \ ,'", SILT FENCE � -
1 1 '::=.-:.:.:, .,.-.•~ - S' 2 1 .`:.a'::'' � 5S I '-:BLDG PAD �'::::. '- 1 ^^ •„-
1 ! - 4 -25 SID �- 1 :? 255.30' :.':' 1 \ • :..::. \": }i'::•:::•_';`: \ `' BOUNDARY OF AREA TO BE v '
'.Ji::' BLDG PAO r:. (TYP.) y '.o
! r r '•r ;.:: Y 2 2- WA - •... .. 1 I iit:=.i==:•:::•::. _ / i ^ Q AMMENDED To E.c PLAN UPON d \
GJ6 5S �- _ -'.'\ - - \ h APPROVAL OF Wt7LMID IMPACT •.d
f - _ 2 0 V'
f `L `1 BLDG PAD =:. . 5q ry \
r
_ N _ ___
\ MAPS FULL E.0 PLAN.
CB ST 320 \ __ a d
� R _
� T _ -•�"�'�::•':''�-�.:�..�.;�:•.�- OSLUND KAREN A.
f z55.4o' \ T 90 �`=-`�����
r
.•.'-BLDG .•• ''.'.:'I _ s •'' • ' =:..-..�L- -1",, ♦
1 CB ST 310 5 I _ 57IV
r . .. f ...:�.�.:•_'.� a t 115 CHEROKEE DR. �
- --256 Ug TDB_^C2" BLDG PAD "'I -_ ` " \ \ 5r ■ i PHasE uNE \�
TDB "Al" 1 - LI R '�:-�:I':�:ii::ii: : :::�•I _ \ � � � .' \ / - � �'
r CONSTRUCTION CB ST 42D T C 3 2s \ CB ST-54D RAEFORD NC 28376 / 1
•' !1 J 0 * t 3 : TURF MA 2 _ 1 :?.:i' 254.60' ! .: � � ry ♦ / :}::'::::�::'' � , 11 li
s I 1 ► �61/ _ 00 MATTING
REQUIRED I I t I t 41
7 DAY STABILIZATION RE 'D '�.: � _ _ ✓ / \ � ���
Q r :1 -_♦ 1
LIMITS TYP. 1 2
s AEON ::'•:-':-
( � 1 r < G ENTIRE L :-•'I - ! / /••'-.ENGTH
,
r. OF
r / 5
� TDB-C2 1 .'•BLDG PAD ! _ .-�:�a � Cl.N 591 S.Y.MAX)M e /. .AX � C
( TYP. • Z .::�:I \
_ 1 BLO
' 1
I I
! 1 Y STABILI ZATI 2! ON RE 'D r'Sq /
� �-� - 1 .... '•-x::'.: 54-56'
/ •:• BLDG PAD .:�::�.:. `.
2 :1:•2
1 5a INLET / \'.-:'r`':: r`'::•.
❑. 2 ~. I 5 `�� 5a :� 253.95' `(•' � .._ // `v 2
J DUNK REX MORGAN
PROTECTION(TYP. �
! / =.=:�$LDG PAD •i:'-'-'.. 54
s
! �-•-: I � - � DUNN MAHANNAH
�/
CB ST 440 ti CB ST-80 \•. 256.00' Z�:�:�: ti DOUBLE Raw r �=:���•-,/
;o
::.. '= : I 1 z 113 CNEROKEE DR 1 /
12 �: 5q -
�����-•.CB ST 520 In
SILT FENCE BLDG PAD:i: _ 1 - / :..:>! ::• ::;•' �S �:'.:. ' :. ` 1 i \♦ ♦ //
- ! BLDG PAD . .. / RAEFORD, NC 28376 0
(TYP.) _ 258.4-0' .'S6 '=2s '/ CHECK DAM(TYP.) ,: / •: _ S'SID 253 - _ �'- CB ST-490 O \�\ `\ 2� ` ��/'�
254 f - � _5 �♦ - f. llr 3 \ \
�BLDG�..PAD •I -
!
4
2 fi _ ' ♦ ♦ 0)
` -I �� _ cB sT-47D c6 sT-7a _
\ .. .-..::..::.. / U � Dn �::-`•BLDG..PAD �:r'�i:`'. _ 6 A
\ PH i r -:..�.,::-': ► � �. _ _:.:I -f : ..,-. � *00 Llt � 113 L-'zSs�CB ST-51D CB ST-530 � �s 2 . /\ � 0�
PHASE 1 I 1 ' 1-� 255 1 I _ r = NOTE:TEMPORARY DIVERSION BERMS T~BE _
1 q, / _ / 255.24' O _ _ 9 / cf \ S `:`:` /' c3`
n ! 1 - - REMOVED ONCE LOTS ARE GRADED AND - -- I \ ! / / 6, to • `L
Ik SiftN
.. � 2 - 253 - I I � LANDSCAPE AREAS ARE STABILIZE R A O�- � .. / \ �
DOUBLE ROW 5a 1 Do s / \ \ / t,
2s5 •� +v _�'` �._ a +z52` 5z � � \ \ � ;:=- NARRIS NATAtlE
I I NEEDED DURING CONSTRUC7TON. Z _ - 5 x '�` `- / 1
1s ` 9l as\ / \ \ 1 111 CHEROKEE DR U
PHASE 4. Iq 253 _ O SILT `=\ -� 25q I _ 2 ,.. .. sa ` CB ST-460 _ �? - 255 >`'�\ �/ -
r TYP. � 1 i 4: ; :-•::':'�`::�::-.� I �••--• CB ST 480 �.....v•• \ .60
( } I RAEFORD, NC 28376 CO
! r I t• it ry ❑ h _ �� ��BLDG •.F•�
_ \ Z
0 NT I
1 s
1
r $ 1
-� ♦ \ TDB "E2"
M
i 2 11 � \'JLL
1 1 CB sT 500 N p
, - BLDG PAD i�.:};:.=' .f 3;-.r=� - � ` � \ ♦ �� ♦ 2 WI TURF MATTING REQUIRED
� 4"^
CHECK DAM(TYP.) •. -t::;::::::::.•.: _ - �-- 1 TEMP.SEDIMENT SKIMMER BAStN O \`�3 1 _
_ _ 255.00' / ,�- 1 / ALONG ENTIRE LENGTH OF - r
- .2 Z LACE UNTIL END OF CB ST 54_ � S z IO REMAIN IN P
3 _ S
-1 I'1� 4 5°` TDB-E2 376 S.Y. P.
\ h 2 ry \
( MAX)) )
COOPER ERlC EUGENE Ea X
-� '•`- BLDG•PAD• PR Wn R£IT WILL BE CONVERTED T° \ V�
,SILT FENCE 1- 253 �^253 � .,' �7 DAY STABILIZATION RE 'D •>
:'-" 1 r • . `1 `�.Z52 - `\ 1 254.60' 1i SVET PONDA.BAFFLESINSKIMMER BASIN / PSSB-I TNL@T#2 2 \ S� \ Q 107 CHEROKEE DR
I U - TYP. I / ! 2 \ S \ 'S \ N Q�
! 1 5 S
SPACED AT 6S'.� � r TO BEE UALLY 'Z
'rn -� • 1 - a 2s 2 -/ /.:. RAEFORD NC 28376-566d MM +�
sa H M L�
' \ '=:•: BLDG• OOKS,MONA ELISE �
■ REINFORCED SILT 1 -r•::: " 2 \
lxm
1
o 2 \
5 I \ \
-
I 2 5 .•'1 '- 1
\ \ 254.10' r 105 CHEROKEE DR
R _ 1
0 FENCE OUTLET �::'•••BLDG•PAD �'�:::�� 5
/ i 9 1 s CB ST 40 RAEFORD NC 28376-0000 0
TY _ 254.25 I l \ ♦ ? :'s ti::- 1 �' 'S=a P. zss wfroa �:4: � \\\ \ 5
5 ry _ O
'�. WETLANDS z;:. z ,;°�;;'.% ry q5- 2 r
/ �� � -�-c � TDB_"�„ I 1 1-: 42"HEADWALL \S l U
� 3LDG PAD :=i= -I _:.•�..�.BLDG.•PAD �-:::'. � PSSB-11NLET#1 g AqS'. - r
GROUND STABILIZATION - - �` - .J CONSTRUCTION 253 1 1 WI TURF MATTING REQUIRED 1 gr° \ �a�_ ry� 2 2p �S\ 1 ?s\ nn
253.85' : 1 `.;4.. 253.95' } - g \ \ / r 0- LL. 0- J
f/ ! ._ 2S ALONG ENTIRE LENGTH OF :_;:.'1 1 1 \ , \ = DOUBLE ROW
SITE AREA STABILIZATION - LIMITS P. 2 4 \ CHECK DAM TYP. �,,
i ` TDB-A2 1525 S-Y.MAX TYP. _ I \ - ( } /"\
' � - SILT Exc�PnoNs ! � � ( )( ) l _ 2 a - �-� S L FENCE
DESCRIPTION TIME FRAME *7 r - ` �S2 42^HEADWALL ry ry \ �\ � *?,
7 mil' L�`� _ - ? DAYSTABILIZATIONREQ'p / f I _-_ - -� '~, 1 ry �x� .::.:::. �..._. P.
PERIMETER D[KES, 7 DAYS NONE r 1 ., r • ► �w _ �� - _ - / I 1 \� y. ,�• 2F \2 CB ST-3o /::;;cc>'i`c?-'.- •":�'i}::''c:'.';�• � ry4jry (� ) �
SWALES, DITCHES 1 . - _ -
& SLOPES
` - -`� ry �a �24�� F� - < t3LDG Pao" MCKNIGHT,SNANTAL
HIGH QUALITY 7 DAYS NONE ALL EROSION CONTROL MEASURES TO - r 1
WATER ZONES - . �`,� - 5� - I 5Q--� ► w r _.----- PssB-#I Y'� ` N --253'- ) \ 6345SENTTREEDR
BE SHOWN ON FULL EC PLAN r \��� �! '_' _ �.`Y�25 1 0_ [/. --
(Haw) ` !�_ _ _ ' L _ - �61. S.DOUTLET I p \ =:.•:::_':.;. F :,: FAYETTEVILLE,NC 28314 - ❑
SLOPES STEEPER 7 DAYS IF SLOPES ARE /, `r. ` 1T� �` Z� 252 L�-{ _ 1 J PSSB-#I PSSB-91 ��9 5 \ `\ // �� Y \ + CONSTRUCTION INLET y
THAN 3:1 10' 4R LESS IN FUTURE EXTENSION OF _ ®r®tt _�- _ may' 1 C J- 1 S.D OU3 IT 3 ., 'S - -- -- ``: / ry 1 \ LIMITS(fYP. IJ
LENOGTHSTEEPER
- _ \ ► 1 !!__ - �.5 1 ?�, / __ _ \\ r` (GUTTER BUDDY W
CONSTRUCTION LIMITS TYP. .TO BE +--X- SILT FENCE asti -_ z� j 1 s.D OUTLET 2 _ } PROTECTION
c ) >_''�► PHASE 1 _ _ - _ 1 t ,__252-----_. S )
THAN 2:1. 14 AMENDED TO FULL EROSION \\ ! �r (TYP.) 2as� 24t 1 1 ' 1 BAFFLES(TYP.) 1 \ L .:.:: ` ;•' �;:::::::::: -?5j -\ _�f` INLET (TYP.) C
DAYS ARE CONTROL PLAN UPON APPROVAL OF • ! ■ rra�� �497g 9 _ 1 1 _..
ALLOWED ___ ��_ ._- -\ rn I ' \cgs \ 4 ;:: BLDG PAD - PROTECTION TYP. Zky�' OI
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR WETLAND IMPACTS. • PHASE 2 �� '�� _ C C 'r PSSB-#1 ma's ny \� - _ 1- ~` ( }
FLATTER SLOPES
OHAN 50N GREATER 4$ - R �- 1 -11 r� s. O ?ems.. .� .24 \\51,� ^' CB ST-10250--.-,..•'•' - ::.v250.35'
D✓-�� � \r SD OUTLET 4� ... � W
NO CONSTRUCTION OR DISTURBANCE SHALL pd n ,[] - 2 t � ■ rX '' \ �+- s�
LENGTH PAR 1 1 , w -a 1 1 \ 251. _ s s 4�` \ : �..:... : -� 250 / / ■i
TAKE PLACE WITHIN THIS AREA UNTIL r / z48 _ ` 1\
`]� cB sT-2a , 2\ ,
ALL OTHER AREAS 14 DAYS NONE (EXCEPT d I 1. C ,
WITH SLOPES FOR PERIMETERS APPROVAL OF WETLAND IMPACTS- / 49"- - �' as
FLATTER THAN 4:1 AND HQW ZDNES) O(l']' '✓��'\/�-{ - •247 _ 1� * _ -� 247- _ 1 ® CONSTRUCTION PSSB-I-EMERGENCY �_ - \ � -• ���-" •-" - - ✓ r ✓ /
S -E u Ol 7� LIMITS(TYP.J SPILL\S'AY a l-I 9 1 ✓ �l
L. l,f _ STREET CUT TO AC'r AS D1VEItSEON C - -
•�� • -- 241.75 ,n II\ DURING SITE CONSTRUCTION ����' r -,��'- • � ® \ �� �_
�' _~`-__�- _ z a ACTIVITIES TYP.
WETLANDS `�� - 4 `25O• / �\ rl 15"HEADWAL ( )
L - _ - -�t
TEMPORARY DIVERSION BERM VELOCITY CALCULATIONS ANS �OL p - �� _ -_``� _ RISER ' PSSB-I INLET#3 - a \ri4s•{ _- N
H��� d �►r �`f 1 _ RISER(TYP Y }�lJ/ -. r N /
�-+ A L(�( 44 ,
MIN. - TEMPSKIMMER(TYP.} i� ��' 1
BERM SIDE BOTTOM Q-CUMMULATIV VELOCITY 12� -- ` / ?�� ��%' \__ ! 1 --24$ 2
SECTION SLOPES WIDTH DEPTH AREA (AC) E (FPS) LINING ry .2� ,5� _ Z4g", 24 -� �' I\r \\ //
(FT) ��� '�� �k5 g °�� -�~ 1 -- 18"DIAMETER WATTLE(SILT SOCK) \
TDB-A1 3:1; 8:1 1' 1' .70 AC 2.29 CFS 1.95 NO - _-- �,� �` ` _ - - ,,.2A5/ :ryA " b�-' I _ �,�` �- PERIMETER PROTECTION TO BE •`�`\
r �` `M1 \�_ ` � - Ay: i �� -`� " (}6' /// -+ -2 _ USED.
iNTOEXIST SOCK
INGOROUND VI-1 \`\*.� -247 TDB-A2 3:1; 8:1 2' 1' 5.19 AC 16.88 CFS 3.23 YES _ I`r �_ _ zqa ` r >" 2 _ 46 `~--
' PSSB-I '` _/ \ ^alb STAKES AT EVERY SFr. •
TDB-B1 3:1; 8:1 1' 1' 1-54 AC 5.00 CFS 1.94 NO ��� �. OUTLET \ �' \ / as �� / \\
.\ ` �\4 ��A \ 2'1'zg7�R� .-,��', i' ' (TYP}@�\ O\
TDB-Cl 3:1; 8!1 4' 1' 1.08 AC 3.50 CFS 1.90 NO -�♦ zss \1l '1
TURF REINFORCEMENT 1 Y• `\ / '�� i 24 - �•.�� - /`y \��
TDB-C2 3:1; &1 5' 1' 8.16 AC 26.53 CFS 3.34 YES MATTING TO LINE HALFWAY UP TURF MATTING ��� TEMP.GRAVEL CONS, S \ ♦ ` Z O
ALONG PSSB-#t 24"HEADWALL i p6 \�
THE SIDE OF DIVERSION BERM 'Z \ `\• Ab
w t do AND TO EXTEND UP TO THE (2248 S.Y.MAX)(TYP.] - \ / � .�' 21 ENTRANCE(TYP.) �� +. �� LO \ ♦.2
TDB-Dl 3:1; 8:1 3' 1' 69 AC 2.24 CFS 1.94 NO - O 2' SAMEELEVATTONONTHE *7DAYGROUNDSTARILIZATION **14 DAY GROUND ��' ' �44' - 2 2 �\ \♦� W d H
COMPACTED MIN EXISTINGGROLIND RE v(TW.1 ' r .� is^DIArv1ETERwATrLE slLTsocK GRAVEL BERM ACROSS � , �6,\ (y \\\♦\
SOIL Q STABILIZATION REQ O .,� _, ( ) A
TDB-D2 3:1; 8:1 4' 1' 6.69 AC 21.75 CFS 3.72 TYP.
YES 'y �- )
( PERIMETER PROTECTION TO BE ( * J"
;'v'4•i'-A. eh'�1_ '�.a.. 1e+. `T�.�
t8' DSED. SILTSOCKTO RETRENCHED \
,* INTO EJ(ISTTNG GROUND WIT'fI Scale
TDB-E1 3:1; 8:1 1' 1' .28 AC .90 CFS 1,99 NO L sTAKESATEVERYSFI. 1.1=60'
All construction to be in accordance with current �
a �` ` / applicable Hoke County, North Carolina Department of
\ �`� Field Book No.
TDB-E2 3:1; 8:1 2' 1' 1.60 AC 5.18 CFS 3.20 YES Rip Rap -- d
TDB-F1 3:1; 8:1 1' 1' .77 AC 2.50 CFS 1.95 NO 50
-I' --- Transportation (NCDOT), North Carolina Department of N/A
Environmental Quality (NCDEQ) and/or Hoke County 60 30 a 60 120 SHEET
DIVERSION BERMEQUAL 12A of 23
ROLLL DI EISOOR BERM SEC IONSON
THIS
Utilities Standards and Specifications."TDB-F2 3:1; 8:1 2' 1' 4.51 AC 14.64 CFS 3.05 YES 3d ON ALL DIVERSION BERMSCrION50N rHIS PLAN. p
SCALE 1" = 60'