SW6231107_Plansheet - Other_20240314 (2)

MAX VALUES FROM 10 YEAR STORM CONSTRUCTION SCHEDULE LEGEND drawn by L.S.
(INITIAL CLEARING,GRUBBING AND MASS GRADING)
OUTLET PROTECTION / RIP RAP APRON CALCS checked JK-JR
rn4ERs:ON BERM w/MATTING pLplYk RDA° 1. Obtain all permits before beginning construction.
2. Install gravel construction entrances at the locations shown,then - DIVERSION BEI;N (TYP.) reviewed JK-JR
install all silt fences,silt fence reinforced outlets,and silt socks CONSTRUCRON UMITS(TYP.)
PROJECTPSSB-1 INLET #1 PSSB-1 INLET #2 PSSB-1 INLET #3 PSSB-1 OUTLET PSSB-2 INLET PSSB-2 OUTLET PSSB - #1 PSSB-#1 PSSB - #1 PSSB - #1 PSSB - #2 wattles around the perimeter of the construction area. -K- "01 SILT FENCE(TYP.) date MAY 2023
SITE S.D. OUTLET-1 S.D. OUTLET-2 S.D. OUTLET-3 S.D. OUTLET-4 S.D. OUTLET-1 (wattles)
3. Construct permanent skimmer basin I; PSSB-],and permanent 3 CHECK DAM
ROWN \GHW Y Dt skimmer basin 2;PSSB-2.Alongwith their accompanyingriser, job no. 20-1035-02
pe go A° �y PIPE SIZE (do) 42" 42" 1 5" 24" 24" 1 8" .1 8" 24' 24' 24" 24' headwalls and stabilized outlet setup as designed. GRAVEL BERM
/ ` \L n, w = La + do 4. Clear and grub,strip topsoil and construct all diversion berms,
t FIG� REINFORCED SILT FENCE OUTLET
S Q 12.75 CFS 17.16 CFS 1 .11 CFS .63 CFS 4.99 CFS .38 CFS 5.18 CFS 21 .75 CFS 26.53 CFS 16.88 CFS 15,13 CFS check dams,and armor the berm sections as noted on the erasion
JOHNSO �' ' TEMPORARY GRAVEL
c,r� control plan with turf reinforcement matting. coNsTnucDgN ENTRANCE
Ao� � = VELOCITY 2.00 FPS 2.00 FPS 1 .00 FPS 1 .60 FPS 1 .4 FPS 1 .4 FPS 2.70 FPS 7.0 FPS 8.0 FPS 5.3 FPS 4.9 FPS N
us � 9 .�cr 5. Continue clearing and grubbing of the site as necessary.
s v 6.Seed and mulch all completed diversion berms within 7 days of INLET PROTECTION 0
c d ado 10.50' 10,50' 3,75' 6.00' 6.00' 4.5' 4.5' 6' 6' 6' 6' their completion. N
.�. . . . . . . � . WETLANDS
7. Continue mass grading of the site while maintaining all erosion
ROCKFISH RD s)z 4oe d50 „ " 4" 5" 5" 5" 4" 5" 6" 5" 5" _ o control measures and diversion berms duringthe site's grading. ❑
8•� �-� � g RIP RAP APRON
-00"]
RI p Rap d 8. During all site construction activities no construction or
La (CHART MIN.) 2 2' 2 2' 8.5' 13' 13' 9.5' 10' 13' 16, 13' 13' 50 disturbance shall take place in the wetlands for the crossing or pipe c �� BAFFLES �- w
extension until the final wetlands impact approvals for the project PERMANENT POND RISER W/td�- TEMP. SKIMMER O
' > > have been Obtained. TEMP. SKIMMER. W/OUTLET
W 25.50 25.50 9.75 15 15 11 11 .50 1 5 1 8 15 1 5 9. After completion of all site grading,re-spread topsoil,fine grade, APRON 0
VICINITY MAP N FM ra- -FM- FORCE MAIN 1-
" " seed,and mulch all disturbed areas that will not be disturbed by the
NTs THK. 22 22 8 12 12 8 12 12 14 12 12 3do ---�� EX. OVERHEAD ELEGY. p roc,
subdivision's utility work within 14 days of completing the site ------ 101 ------ EXISTING CONTOUR U H z
work.
r CONSTRUCTION SCHEDULE Q
101 PROPOSED CONTOUR
5=
rl ti fr + (STREET&UTILITY CONSTRUCTION) I 75
TURF MATTING ON SLOPE p
p m U
r , ! 1. Obtain all permits before beginning construction.
---ss---ss---ss---ss- EX SANITARY SEWER W O LLJ u N
-- I`+"•`="` !J 2.Maintain previously installed gravel construction entrances,silt fences, �{
silt fence reinforced outlets,silt socks(wattles),and diversion berms. Ex. STREAM LINE Q W y
! -r` - C f�
Adjust berms and silt fences to work with site grading. Z O
_ 1 ! 3. Begin installation of gravity sewer,manholes and laterals for Kingston -r „ Ex WATER MAIN Q
N
Village.At this stage the road will naturally act as a diversion berm at Z
DOUBLE ROW 1 BLDG PAD ::: 7 I 1 `r1!/ ! -�sws ws--- RETAINING WALL '�
J various sections,allowing for the removal of some of the intermediate � � �
SILT FENCE _r` _ `. 2s8.4D' - 2541 z5s_ 25/ ' - r.::: , diversion berms previously installed around the site. ~I�� o
�! STORM DRAINAGE LINE �II
PHASE 1 (TYP.} ` ' S4 rr1 4. Finish sewer construction in the project and begin storm drainage for
r r 1 f •; : : I = " Kingston Village. BOUNDARY OF AREA Tn Ire (~
1 / `h- 255 -�1.:.:•... g
1 1, _: 11r APPENDED TO E I PLAN UPON
■ ` � ` ■ I■/ r_ : N 1 1 I _ ` 1 1 •L{'.;::..... ��� �����-yy 5.COE351CDCt drainage StrDClllreS,install 1rilCt protection and�1llS1T St01-111 APPROVAL OF WETLAND IMPACT
- - 2531--� '1 _ e MAPS IN FI1LL E.0 PLAN. W
PHASE 2 I IA r drainage.
it r rr 1t -' 253LR Q 6.Install water line,laterals,fire hydrants,etc. _
�5ti 1 - / -___� CONSTRUCTION 253 I / 1 _ '`� ''::': � ,S'�ff P I•S`IQ�r PIN# : 494560301441 7.Install underground electric and conduits. ■ ■ a PHASE LINE Q
n" I 'LIMITS(TYP.) `-52_ -- - -" ---- - 7 1 f I z5� C p Y 'Co,Y FLOYD PROPERTIES AND 8. Finish fine grading,instal l curb&gutter,adjust manholes,catch fs1
FUTURE EXTENSION OF _ - =I T D Q
• ry _ I _ zss !' :`I:la r L LA ]�� �r �[ l, r basins,etc.
CONSTRUCTION LIMITS TYP.).TO BE 252 - 2 ' r r 11 ` �Ji L� " PL,AV DEVELOPMENT INC
( _ T t r 1 6 L 4. Finish stone base of the streets in Kingston Village and tine grade.
AMENDED TO FULL EROSION _ _ ,•, N L� y ♦1~ 1 - - - y: ZjG,UO' --•y, �z 901 ARSENAL AVE 10. Pave project,install finished street inlet protection(Gutter Buddies
CONTROL PLAN UPON APPROVAL OF •] r - . -25 2s ^� I ::'•.::. ..• ..• rr A
• N ♦ - ` � ''--.-\ 255J ..I r r' y c11 U for example),as approved by NCDEQ.
WETLAND IMPACTS- f _ - - \ ---__ z_ f FAYETTEVILLE,NC 28305 11. Install meter boxes,adjust cleanouts to grade.
(IYp.1 i ::';i_iiii;i:.::: ! - _ , `4 S2 ` ' 254.bG V.::,r r J
I • x (.I DEED BK. 1367 DEED PG. 825 12. During all site construction activities no construction or disturbance
DOUBLE ROW• REINFORCED SILT shall take place in the wetlands for the crossing or pipe extension until
NOTE:TEMPORARY DIVERSION BERMS TO
REMOVED ONCE LOTS ARE GRADED AND '�\ SILT FENCE FENCE OUTLET(TYP.) � _249 - SD_�� *`` - ,'�iI BLDG PAD .;`: l Vrr- �; � the final wetlands impact approvals for the project have been obtained. N
LANDSCAPE AREAS ARE STABILIZED OR _ 254 ::, 254.25 a far. C \
(TYP.) _ J �_ - - 252 �;c 13. Fine grade shoulders&easements.Grass,mulch,and stabilize all
AS NEEDED DURING CONSTRUCTION. if I (: ' :'1 7.^h [U
` \ / r ■ �"��� ' BLDG PAD ':: };LA e,:.. disturbed areas.
I1 >iv I t�_ 1:::::::.::::::::. - WETLANDS
NO CONSTRUCTION OR DISTURBANCE SHALL 1 - \\ - /� '! / - z / / I / ``X 14. Finalize site construction and record the plat for Kingston Village.
�3 / 2sz r- '�= "' f I 15. Ins ection/final acceptance b NCDEQ.Begin Home Construction.
TAKE PLACE WITHIN THIS AREA UNTIL I' `. ILT FENCE I' ' TDB-"F2" • k, + �� �' - I ! I 1► p p Y Q g >'
APPROVAL OF WETLAND IMPACTS. f` TYp. W/TURF MATTING REQUIRED ' '! + - I Individual builders are responsible for the their lot erosion control - a
( ) • • I ALONG ENTIRE LEN H OF SILT FENCE w `- �`���� �`7 - ' -` - rV r I ', plans.
ALL EROSION CONTROL MEASURES TO BE I I I \ \, • TDB-F2(461 S.Y.MAX)(TYP.) TY'P r �� _ `��� -' - O -253/
t 4 1 \ _�° ) •7 DAY STABILIZATION REQ'D • {, ) ��\ J' \ + 1 /f�? '`25D -`� _ 11 �o DB••C'' rr a o
SHOW N ON FULL EC PLAN l 4 \ \ +�'°� 1 • - �+ L z5T- ,-,
1 t a , ! �� _ a�, E uS
TDB_„Fl,� CHICK DAM TYP. �� r - r • CONSTRUC N ��Y IzsD 2ss - `n �' -
❑ l, r ! 1 f t j 1 j *7 DAY STABILIZATION REQ'D ; SILT FENC LIMITS(TYP.) - _4 2st - z5z , m
. , L (TYP.) - -�' PHA - 25D -,� _L�2
f! r ► 1 ::alp: : CB ST-330 ,, r SE 1 - _ -- _ a
`` _ 1 C 1 1
:iy, \\ , \ / \ `� y \\. ~ i ■ !� ■ 2A �_ _ 1 _ - 2A9- ?49 1 1 t y / TURF MATTING �a
I -
t INLET �o 2 .,;, : � • , - - \ . PHASE 2 , - �_' -!r,."■ DB-A� °
o ::... _ .. ALONG PSSB-#1 �Z
PROTECTION TYP. '-+ CmP 11 - 1 \c'�s o- \\\\ �\ •7 DAY GROUND TABILIZATION
NOTE:TEMPORARY DIVERSION • Y
I I r 51 1 (TYP)
BERMS TO BE REMOVED ONCE LOTS ' • 24t3 e �" ` - �� - a��
�� �° 1 1� 251 _ -,r, REQ'D{TYP.) ] rn m
11 t � ' 1 G� 7 \ 256 .<,..'{ `,..:.':'{.BLDG PAD ram:, / / r / < 2 CB 51 u�
1 \t�.�. ? "� ARE GRADED AND LANDSCAPE f y 1 4F CONSTRUCTION
CB ST-340 \ \ �r \ .\:i .:::'::; :::'. 257.T5' : / .. AREAS ARE5TABILEZEDORAS _, • _�_ / SILT FENCE /`Z - ` ) & \`� 1 ``
/: - - - -247-_ t LIMIT5 +> '4'� • a
NEEDEDnuRINGcoNSTRucrloN. (TYP.) , _ ® (n'P•)
ALONG WESTER,\'SIDE OF ENTRANCE DRIVE n / y �' - PFF.P POOL_ �� `
i.�zae _ ` _ TEMP.GRAVEL CONST.ENTRANCE
(682S.Y.MAX)(TYP.) - -��- 2 2&�s�?3r`- / . ,// ``1 - +J+\ }11 �'' - 1 - \ m
_ \ TYP.)
\ d r
•7DAYGROUNDSTA$1LIZAT[ONRE / \ s? 252�� WETLANDS 'LANDS / , REINFORCED SILT - _ +-��_ `- _ + PS B- -1M•RGNC - \ _' ( -v
fa f [ 1 QD(TYP.} �,, TEMP SKIMMER{TYP.) . , �` % - + _ $ I E E E ` �`'250-- t °r•y
r I r I, ill \ :, .::eLDc PAp:;) \ 2� / r ;a;:;;.: ` Pss6 - __ - -
I I 1 t I \ � n \ s \ �/�\': :'�: // . '��`\ FENCE OUTLET(TYP.) ..,.�• __ � - srr`L\vaY Rtse��r.1 c°
r I r II \ •`r +~ _\�2 �ti r/� a/ 1 ti° \ zaa -24�
I ) r f t ! I 257.60' \ / \ 2522 PSSE-2 s ,/ 4 yy
1 f \ \ ♦ \ \ STREET CUT7OACTASDIVERS[ON _ SS + ~ `+�\ - '
\ OUTLET TEMP SKI�i1fER TS'P.
t I 1 \ DURING SITE CONSTRUCTION \ • - - r
I f 1 4 r :: j:;;:: ' ` s2 . - • - - I t- r
\ AC'rIVITTEs(TYP.) ' _. \ /2h8'1 .2A `�� � '+
I I / f 10 \ ! \\ ♦ `y C BLDGPAD,-�--'
: 24& . � t • + , ' � C).. ..:.♦ . _- _ _ ___ D`ram ' :... / \ 25 �` .•t ::� \ �•.. ��\ � - -- _�
- s - - --- - + a \ /
I \ : A"HEADWALL _____ _ 2 /►
I I r I1 I I I / \ 1 \ � � '-4 . ♦ � -•...t 24q / • +\ ��a � ` � � i� 7 ' .� �\
� _ ` + ♦ 9 ` ry .,. J .r ♦ \\`
` y ` -
I r ,
S _ 4 _
r - rssB-I `9-• � GRAVEL BERM ACROSS
CB ST-380 - 4- �. , , � / \
v _
/ \ auTLET ( ♦ Q',
+ � 9
----------
4 (TYP-)
'CB ST- CONSTRUCTION ---- - \ /�/ _ ;� so"HEADWALL �'' r - �� �• ��
C. � ~ES1\1 f L �� _ �\ \ / ♦ +ti .♦ -cyo�K i' ! tiSM } = V. Q
CIE �9lyjg �- CB ST-400 9,UV,1r1- - , - - LIMITS(TYP.) _ - 24s. �►•'QS�c
[ ! I I 1 f CONSTRUCTION /�. BLDG PAD \ \ ` \ R.q -DOUBLE 2 z' -`�- _ - - - ?- `24 24 ?gS ,r `�_ I \ / �4y
I r f 1 LIMITS(T)P.) / 257.15' . . rQ s - _ / \ ;' 49 8 >� `. /D�/ ` r 1 S�,\13 ��r i��'2A6' 'CONSTRUCTION
+ ~\ - ?S� \PSSB-? \ ♦ / r �, g0 �'J r _
\ I'!� \� AFFLE TYP. . ♦ r e+ % LIMITS P. U t!s C�n. ) >�
NS S(TYP.)
(TYP.)_ �: `�� . �. `�`C I r ��\, SILT FENCE 4. y�."O `__
f : P556.2 INLET RISER TYP. ✓
[ r t r I� / •� ::.'�.,:::�:.�• INLET C �rY~
+ 7- r•1 `�sS ~ -250--� �` \♦ \ ** \` ` 1 j. A - �r r {TYP.}
PROTECTION POND B IS TO BE UNED-SfE �� / �� \ 14 DAY \ \ r = i /'d t, d \♦
TURF MATTING \
ALONG PSSB-#2 POND DETAIL SHEET FOR ♦� / ++ �� GROUND 1 • � ' r �' // �,•'
I i SILT FENCE 'S �/J I r r ` \ (754S.Y.GRO)(TYP.) POND LJNER INFORMATION. STABI I ATIO • �'�' ' •• • O
�\ / CB ST-390 --� :;. SILT FENCE '7 DAY GROUND \\ L Z N r\ I ♦ ! SITE LIMIT F
(TYP.} �, / / :: .:.:;,=.;_:::,:: �� �\ :BLDG PAD / TYP. . STABILEZATIONREQ'A(TYP.) ♦` REO�D (TYP.} S O
- _ _ ;- - _ CONSTRUCTION 1111u1I+
/ (TYP.) � -'� ��
i 1 f r I BLDG PAD `' r:.=: \ i \ ` \ I
/ ! ` -' \ \ S _ i I S"DIAMETER WAFT LE(SILT
256.63' 25 \ �. SOCK)PERIMETERPROTECTION
7-_ __- •. CHECK DAM TYP.} I - - r= 27.97 ACRES I it1 i P S SB-2 ♦ ( ` TO BE USED. SILT SOCK TO BE { )
I \ 2 TRENCHED INTO EXISTING 1
r r. _ 6- / �: 1 CONSTRUCTION- \ / S
1 r 1 5 TEMP.SEDIMENT SKIMMER BASIN \ \
I I � / r 5 - -
__ - 2 5
r 2
I '1� GROUND WITH STAKES AT
r l
I 1 4 0 f N I I � TO R@MAf fN PLACE UNT L END OF PROTECT -
� LIMITS P.
I !n' ) - EVERY AFT.
{ h I 1
I r f 1 / '�-• v
WE3FREITWILLBECONVFRTEDTOWETI'ONO r 'REINFORCED SILT � t ..�� (TYP.)
♦ -- !.
B-BAFFLES M SKIMMER BASIN TO BE
III 1 I!r / 2 : :::'i''•::' f \ ♦
i 1 I 1 ) 1 r 1 I r / ' / r `•BLDG•PAD• t / EQUALLY SPACED AT;SSO', _ FENCE OUTLET(TYP.) \\♦ % II / - -� 11 1 O
LLJ
_ ._ ��.
'' \ FUTURE EXTENSION OF CONSTRUCTION
LIMITS(TYP.).TO BE AMENDED TO FULL � G)
EROSION CONTROL PLAN UPON f
L _
7--25$.__ �� N
! COUNTY OF HOKE ! - - (9
FENCE / / \ Y = / - - \ _ APPROVAL OF WETLAND IMPACTS.
I I \ __ � I PO BOX 210 r �.,'- � ,.. \ _ , O
f ! 11 111 r ,� r \I �'->+ __ / / �'�. - J � // (TYP'} \\ �' i RAEFORD,NC 28376-0266 )1 '�� �` ��r �/ \ ALL EROSION CONTROL MEASURES TO BE < b 4 DEED BK. 947, DEED PG. 531 1 ��- �\ -+ O
\ SHOWN ON FULL EC PLAN �{. 't
Lo
NO CONSTRUCTION OR DISTURBANCE SHALL
7 I i TAKE PLACE WITHIN THIS AREA UNTIL M X '� 0
j APPROVAL OF WETLAND IMPACTS. Q Q
LUMBEE RIVER ELEC EMC I / ` -%
HWY 211 E
PO BOX 830 ` i I r W +,
RED SPRINGS, NC 283770000' / I // %_ Q
LO
0
DEED BK- 641, DEED PG. 620 O� \�' I \
I HENDRIX,JOANNE
1r 5604 FAYETTEVILLE RD
r
RAEFORD, NC 28376-9421 ��` \r ♦/ �'� %'.��'� i
_ter)BK. 00,DEED PG. E-6
Z
,r
GROUND STABILIZATION
SITE AREA STABILIZATION
DESCRIPTION TIME FRAME EXCEPTIONS W
01(k, PERIMETER OWLS, 7 DAYS NONE
i'
gS SW& SLOPES
HES
HIGH QDAL1rY 7 DAYS NONE
WATER
�y If (� SLOPES STEEPFR 7 DAYS IF SLOPES ARE W
-O THAN 3:1 L10 OR ENGTH AND LESS N N
�..... n•,`` \ NOT STEEPER
1
DAYS ARE
J 111 THAN 2:1, 14
ALLOWED w
SLOPES 3.1 OR 14 DAYS 7 DAYS FOR
FLATTER SLOPES GREATER
THAN 50' IN O
TURF ItEINFORCEMEN'r LENGTH
ALL OTHER AREAS 14 DAYS NONE (EXCEPT
MATTING TOL DIVERSION
UP 4ATTi SLOPES FOR PERIMETERS
TA D TO
TEND UP N BERM FLATTER THAN 4:1 AND HQW ZONES) � LU
AN1370 EXTEND TIP TO THE
COMPAC D Y SAME ELEVATION ON THE
50� PIN. EXISTING GROUND Z O
`'tt oW "All construction to be in accordance with current Z O
applicable Hoke County, North Carolina Department of
Transportation (NCDOT), North Carolina Department of
scale
-° T Environmental Quality (NCDEQ) and/or Hoke County V=60.
Utilities Standards and Specifications." Field Book No.
DIVERSION BERME U NOTE: NO CONSTRUCTION WILL TAKE PLACE
ROLLMAX SIiO OR APPROVED EQUAL TO BE USED
ON ALL DIVERSION KERN SECTIONSO THIS PLAN. IN THE WETLANDS FOR THE CROSSING NIA
OR PIPE EXTENSION UNTIL THE FINAL 60 30 0 60 120 SHEET
WETLANDS IMPACT APPROVAL HAS 1 2B OF 23
BEEN OBTAINED. SCALE 1" = 60'