NCC230102_Site Plan or Location Map_20230118

x
LEGEND
DIVERSION BERM W/ MATTING
DIVERSION BERM (TYP.)
INEENIIIII-....-..-
CONSTRUCTION LIMITS (TYP.)
SILT FENCE (TYP.)
CHECK DAM
WdQ 'E
GRAVEL BERM
64
REINFORCED SILT FENCE OUTLET
TEMPORARY GRAVEL.
CONSTRUCTION ENTRANCE
INLET PROTECTION
w w W
WETLANDS
w w w
RIP RAP APRON
d-d °--�----•^.....:...:::::.a--
BAFFLES
PERMANENT POND RISER WI TEMP.
SKIMMER
TEMP. SKIMMER. IN/OUTLET
APRON
-FM- FORCE MAIN
.�: --- ----
EX. OVERHEAD ELECT.
EXISTING CONTOUR
1fl1
PROPOSED CONTOUR
TURF MATTING ON SLOPE
EX. SANITARY SEWER
.,...._... _...-....,_. - _................_..._._._.
EX. STREAM LINE
-WS ws rats-
RETAINING WALL
-XX-X-X
EX. SILT FENCE (TYP-)
4 d
3d
7o-
EC-ICONSTRIUCTION SCHEDULE OUTLINE
drawn by L. S.
checked TJG
FOR CLEARING, GRUBBING & MASS GRADfNG
1. Obtain all permits before beginning construction.
2. install gravel construction entrances at the locations shown, and then install all silt
reviewed JMK
fences around the perimeter of the construction area along with the reinforced silt
fence outlets.
date AUGUSTf2022
3. Clear and grub, strip topsoil as noted on the erosion control plan.
job DO 22-2902 -01
4. Topsoil to be placed as necessary for future use on site.
5. Continue clearing and grabbing of the site as necessary.
6. Demolition all required site areas per site demolition plan to allow for site grading
and new construction.
7. Provide temporary seeding & mulching as necessary to stabilize the outer perimeter
of the site,
8. Continue mass grading the site while maintaining all erosion control measures and
during the site's grading and filling.
9. After completion of all site grading, re -spread topsoil, fine grade, seed and mulch all
disturbed area that will not be disturbed with the subdivision's utility work by
OWNER INFO:
REINFORCED SILT
PIN: 0502-60-3651 providing ground cover within 7 to 14 days per NPDES requirements.
FENCE OUTLET P. � '+,
N T Ti Im SILT FENCE WS sRB D.B.1063 , F'ta. fl' $3 4 d
(TYP.)FOR S1 RLET & UTILITY CONSTRUCTION
�,1„� E� 10, Begin utility construction for the proposed storm, sewer, underground detention (D Z
PO BOX 2524 SILT FENCE EX. SI w aI system, retaining walls and water mains.
R ETAi N I h G FALL EE y ` 11. Install inlet: protection around all proposed storm drainage as necessary to keep
PAS TT iLL 9 NC 28302 REINFORCED SILT" (TYP.) t%. 4 RW_I sediment laden storm runoff from enteriaa the storm draina e netufork. Ins4ull utter
IV g g glitter
m , FENCE OUTLET (TYP.) i ,, .,- OUTLET-] buddies around inlet protection devices within paved areas. Maintain all inlet
�y q protection in non -paved areas.
PLAT 0131, PAGE 1 CONSTRUCTION � � " i r v ENTERLINE 12. Once all storm is in place direct required storm runoff through inlet protected storm LL
rc .. OF CREEK system which will then be diverted to site underground detention system.
dREP�IEOR�CEI3 SILT LIMITS (T�r�:;� _�- ___�. ::
13. Continue fine din of the subgrade for the parking lots, entrances and building
>
1}€
� �����O�TLET(T�^�a WFTLAND grading � P g �PLO
.� pad as necessary.
14. Fine grade all stone in parking lots to the recommended pavement structures. Pave
-., ) ,, parking lots and entrances.
r
EX. CHAIN LINK
'�'
FENCE f.. ' ` '� '`_' CONSTRUCTION 15. four all concrete curb, set storm drainage frames &grates and spread ABC stone iu
BRANCH BANKING TRUST CO_ I
O a parking lots as proposed. Pour concrete aprons around building's truck docks as
PIN:. ��a2-�0-$��� � � RETAIi�IN� BALL �<:: � t..w_. �_ -- T� . ,:-- _,=- � LIMITS (TYP.)
shown. PEIIJP=OPiCEdS SILT EX. SILT g° "
I
"' 16. Backfill behind all curbingwhit topsoil, grade, seed and mulch or landscape,
�, �. 0132-01 �6 FENCE Ot1�`�.ET (TYP.) ' ' .�..'- O � _ r W _ I �, P �
FENCE � F -- ;-. P r s. 17. Seed and mulch all disturbed areas to establish permanent ground cover.
D.B. 9309-0836 a rt� ,1. _.w . ram " - ,. C3
DOUBLE ROW 1R. Final inspection and closeout with NCUEQ upon the establishment of permanent
p P
u a„ S �s�`� - O w ` SILT FENCE groundeove€ and construction completion. ®!ry
EX. RETAINING w. ,
CONSTRUCTION WALL _ t (i YP,)
l III/T(TYP.) r, ;t r J F4 I: t C'E `,; j
» �a
Le -I- J, FLOF "t w`�
of • �,.... _/ F` - �.,.�.� ke 's.. i ...P,., ,. pt+ 1-I -2 W
C)UTLET-2 f) to
t3 �� LLI
� t;fl,o.
t
e____._.......__.
INLET <
Y
PROTECTION (TYP.) 3
551
r=.
/ awl - zy _,- ... i w
GRAVEL BERM ACROSS RfWi 1 1 w .'
(, _, l 2 y DOUBLE ROW
(TYP.) ,.,� 4.%try
')., �,,,,.•-- j° g �`. .._ �-"` INSPECTION JILT FENCE
l
w
EI 3 t .fR 1 F I✓' i
INLET FFFE = 203.31Y INLET
r I .,
D � ° � w RETAINJr1rG,'V"u'ALL
PROTECTION TYP. 43
� ( ) �03 � � � PROTECTIOI�i (TYP.) �.-�i� ti FIRE HY. � �. - .
w `
SRB_< .
„ -'
INLET n _ n__ y �' , 1 \ I .
„ tx PROT1 ION TYP. _ _ 1 W
_ , i [DO NOT MTURa
RB (A ..-- $
___,w.....1 .._...,_.I , � , , EX. R TAI :i t; � ,° , . w WETLANDS
(v��
144
t
..•. y ..
WETLAND
1
HAMP .. . ,.,> - t �i
R
TON INN 1 I LINE TYP.
SIGN ERB I r r_ t i' w
. EDC
ERB
D 'f DN T UCTION W
_ � N ..... _.. :... . GTE °' , ,, �`� _... :.� _
SIGN EASEMENT n u Or?F' . " „
t' ! g .� 3 w LIMITS (T!'Ry.
3 +
EFL _ FOR THE BENEFIT OF,.: ,
r
LOT 1 •_- ti ,_ ! gS ,. . i . w W
�• t '1'Y a'`•I' i,.,.- - ` 'tom• -
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l� Ss s M D t V.-ti IIW- 3
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03 12 33' j i �( e r.. _ C�IJTLET-3
t'
To SIGN BASEMENT
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.t
V Co ""'UCTPC1lV - ' _ �p >1171
w w W W w
FFE - 203.30'511
/ t } LI ITS'(TYP. ' - `
TRiMURTI OF SPRING LADE LLB � _ _w � RD FFE = 203.�2 � W w w '
w " CENTERLINE'
C? L - - TRIMURTI OF SPRING LADE LLB � �_ rOFCREEKw
Ij �i: 0602-50-8204 0 ` PIN: 0602-60-0276
SIGN EASEMI NTV W w w
PB. 0131, P. 012$: CAICi
1
FOR THE BENEFI1 OF , w PB. 0131, PG. 012$
LOT C}.B. 7317,-PG.'(}$27 .r r J - _
c�., " . o , .N D.B. 7317, P . 0827 RD D _ RD __® c� w w
N775151 E50.00 ���-,...•RD ..' RD-..m-RD::-.
•'
-- ` � � FIC�TELI4 STORIES
ElP , w
g.
RD _ . S-FOa ,'xl' r B(3 O w `k; W w w
4' WIRE 77 GUEST ROOMS •„•...R ___ 5
FFE = 203.1$ - .,
FEN E F w
> W Y
DUMPSTER V
WON0 3
IGUY WIRES_�
GATE ''i� 5 OA SURE
. { aw ;
'BERLUS NIR1A
Loo.R HYDPIN: 0502-67 43 9AND ANCHORSFE
5
CONC, P.B. 0138, PG.0056
T� `ICMU
N
CANVASS N'IC� WALL] RETAI
IZB POOL qr
AWNING ING ��
` Ro ✓ �_ Ul
FEN
.00NC. s ¢ ir.,F { J :.. Y
°'
o GATE _ F w., All
_ c• ,PAD
f Q - T
e, Allf �000 \ ' - INLET RE INING
i sc`s �`
- PROTECTION TYP."iet,
y „
I C I € i I IRON (TYP.)
,.
„
FENCE NSTR UCTION
�. " s�� '.: ..:." ,:.,_ "' x ,s '"y„,..m,., w b CENTERLINE
-py LIMITS TSYF'" 3 .,,..
.•'�` ;, .. COi�rSTRi!v'CTit�rii � : `.
e cn ( C ? . Y,. y w, OF CREEK
MILLER. & RE�IEO INC � a ° ° -' ,._ [ s... �, LI IIS T%�
p,p• 0 02 r- [y 1
4:2.� . -_ 9 : mot, x. ( ,I
s... IIV, 002lP $1 V'1 .e.;<.':°:"
�.. ..,e•...a..
F, -
O - RiEIIVd�fiRCEO SII T
.8. 6927 PCB. 0606 ~ -. _
FENCE OU
Tp
SRB,, r''y �'y
;r ..,..' / F .. . , w.- x: .:mos-a- r CA fit, 1 , j L
.�� INLET ,.% pt�, -- s r Yam.. .. .. �:.
ti PROTECTION TYP. ? SILT FENCE 513
(NAG NAIL -
e, AN b-
CONTROL „
..:. ° '�.; » ' �' �., �.. _ ,r... REINFORCED SILT (TYP.)
a ._. =
::<.< = 203.94.: FENCE OUTLET (TYP.)
dam.)
_ � - " CENTERLINE *7 DAY GROUND STABILIZATION REO°D (TYP.)
' _ TURF MATTING AT OF EX. DITCH
V„THE SOUTHERN
CONSTRUCTION
PROPERTY CORN ER SLOPE
LIMIT ( *7 DAY 05 S.Y. MAX) (TYP.)
S ILT FENCE � T'�Ia'. - - YSGROUNDS7AIILIZATION OWNER INFO.
(TYP.) REQ'D(TYP.) ROSA, JULiO M;ROSA, IRENE MARIE
T I U TI P LL
_ PIN: 0501-69-3904 g
C''ONSTRU i
- P.B. 0121, PG. 0193 PO BOX 2524
LIMITS( CENTERLINE
;h,. D.B. 8678, PGA 0442
I
STORMMAX VALUES FROM 10 YR
OUTLET PROTECTION/ RIP, RAP APRON
L
HWW-1
HWW-2
HVW-
OUTLET-1
OUTLET-
OUTLET-
PIPE SIZE (do) (IN.)
2411
151f
1811
(Cubic Feet
Secould)
14 CFS
2 CFS
5.5 CFS
VELOCITY (Feet Per
Second)
2.4 FPS
3.7 FPS
4.82 FPS
3d0 (FT.)
5'
3.75�'
4.5 '
d5O (IN.)
6"
411
511
WW=La+d0(FT.)
5'
10.25'
11.50
La (CHART MIN.)
(FT.)
13'
91
10,
PIPE SIZE (do) (IN,)
2411
1511
181/
THK" (IN.)
15°'
1O11
12f1
FCE EN
EIS
N
ROLLMAX S] 50 TO BE USED ON ALL SLOPED
SECTIONS REQUIRING 7 DAYS STABILIZATION.
OF EX. DITCH
REINFORCED SILT
FENCE OUTLET (TYP.)
AA BUSINESS PROPERTIES LLC
PIN: 0501-59-9956
P.B. 0008, PG. 0180
D.B. 9078, PG. 0276
REINFORCED SILT
FENCE OUTLET (Typ.)
ROUND STABILIZATION
SITE AREA
STABILIZATiON
DESCRIPTION
TIME FRAME
EXCEPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES &
SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER ZONES
(Flow)
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10'
THAN 3:1
OR LESS IN LENGTH
AND ARE NOT
STEEPER THAN 2:1,
14 DAYS ARE
ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR
FLATTER
SLOPES GREATER
THAN 50' IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4:1
HOW ZONES)
PIN# 0502-60-0276
PLAT BOOK 0131, PAGE 0128
DEED O
"All constructionto be in accordance with current applicabLz
Cumberland ;County, Town of Spring Lake, North Carolina
lepiartment of Transportation (NCDOT), North Carolina
*epartment of Environmental Quality, (NCDEQ), and/or
Cumberland County Utilities Standards and Specifications."
GRAPHIC SCALE
-40 0 20 40 80 16C
( IN FEET )
I inch = 40 ft.
ISM
11M.• • Z•