NCC242001_Site Plan or Location Map_20240702

LEGEND:
GRADING
EIS 0 EXISTING IRON STAKE -- ----------- yC I
OWNER: O EXISTING IRON PIPE __- __ - __ y55\P�- I PLAN
GRAVITY COMPANIES,LLC EIP _----- 1 I
6841NDUSTRIAL PARK DRIVE EPK® EXISTING PK NAIL „ E Jac�Cson 8ouletcaccL_U,S 421 S-150'Public RlW ---- ,P RAP �5
ELIZABETHTOWN,NC 28337 N,ps 0 NO POINT SET __-- -- \' ___ R '
PIN NO.1507-33-7313,000 NCGS MON.® N.C.GEODETIC MONUMENT y I �' FJ A- �" _ Silt Fence to be Inside of Limits 15 I
■ EX.RNJ MONUMENT o' - - -_ - ------_-___' �__ IIGENERAL BUILDING INFORMATION RWMON a \ -' ---_- --- ---- - ____ ,�\t` - / � / of Disturbance. �� I IBUILDINGUSE:COMMERCIAL-RETAIL 1265• REBAR SET m ,_-- BT/ / - / _ _ \ / \�\/ --_- 1_ I -
TOTAL LOT GIZE= 1 s26 ACt MNS® MAG NA L SET r - 05e1P - .� -\ / \\ -'BUILDINGSIZE: 16,0005E ♦ POWER POLE t Ro9 /' KKLaDRB--- \ _7,;_,
- - -
BUILDING HEIGHT: 20FT PP J RP /'' \ 1 • -lF� '
*LIGHT POLE W X X---�X- -X_--x TA x / I 1
ADDRESS: LP m •'�� x- -x -X _SA sa.00• 1 S Limits of Disturbance=1.55 AC
46 SHRIJI LANE -I B� �� 194.40' _ _ 195.13' - / 's
ERWIN,NC T f FIRE HYDRANT ASSEMBLY W �_•-�-- K uR 194 00' __
ZONING INFORMATION: H /GAS VALVE 2 �_ ILL I I /..,���� T __'_ /� 193.0 •1193. 1 ZSITE ZONING: B 2 O _ ` / T •• t, f, ' /SETBACKS: OS SANITARY SEWER MAN HOLE Z \x0^ 1, DI1 \ DI JBUILDING MINIMUM BUILDING SETBACKS(UNLESS NOTED) Op STORM MANHOLE I � h. o� 12 SPACES 9 $PACE$ ' �SIDE:0' DROP INLET �,ar��\ O
REARFRONT20 MATw Ex oRnoe �!r.� /,�/n�l%� ��es , / D1 / DI2 IttW:.lM1'11ti� wl'lil �- Y -', -RIM= 91194.237 __ I RIM= 90 86\, t�HEIGHT:35'MAX CATCH BASIN NOTE: 192.82 .w=1�E�� C�B RIP RAP FABRIc / -INV=191.37 / 1 l .° __-/ INV=190.66 94.00' 7Qi TELEPHONE PEDISTAL ALL DEWATERING OPERATIONS SHALL BE FILTERED BEFORE ��y0 / 1;• _.'- INLET PROTECTION TA / L
• SANITARY SEWER CLEAN OUT DRAINING OFFSITER AND A 10 DAY NOTICE SHALL BE GIVEN ( ��♦�- i� ���� (TYP)'
PRIOR TO START OF PUMPING PER THE UPDATED NCG07 PERMIT �� avre ' / J U
• BOLLARD ' i- / �i��/ 9' -s.sc FFs / /195.13' / ,' �.� ��,,, /
STREETS WILL BE SWEPT AS NEEDED BUT A MINIMUM OF ONCE I'
-,�- EXISTING TREETA/
N X�
WHILE THE SITE IS ACTIVE I ,,,,,,,,,/, \_INLET PROTECTION / ASPHALT ,9 �1 w - Gonclete I: I
ALL STO ILE RE 5 AY MALL wHa T 1 Ot, 194.53'- d I L
SHRUB DRAINAGE IN AND SU E WATERS ®. ^g3 �� (TYP) • PARKIN ry ws7nRF 1 TA--
UTILITIES: / 195.10' 1 \ � / w CC
BC BACK OF CURB STORMWATER DATA //,1/ �/ 194.5 / 5 / Tr - 'I qg f \ a
WASTEWATER SERVICE:6'SEWER SERVICE-TOWN OF ERWIN RAN RIGHT-OF-WAY // /1/�'( ^g j' �� '^ 1 I /� /-� \ fLLI O
WATER SERVICE:1'WATER SERVICE-TOWN OF ERWIN TOTAL DRAINAGE AREA- 1.526 AC = I 'I / •,q 90' - 1 1\ / 6 \ �J �f
ELECTRIC SERVICE: X FENCE LINE 193.72' L L
NATURAL GAS SERVICE: \ I, `) /
DITCH TOTAL OFFSITE DRAINAGE-0 AC TA
' 195.30' �(F. 5 SPACES 1 4 37' I W
PARKING REQUIREMENTS: RIGHT-OF-WAY Klu CURB I I 12 SPACES r 194'80 J / 1�BO' 194.90' TA 1 s 0.I/ \ = Hy i
TOTAL ONSITE AREA= 1.526 AC /TA
PARKING SPACES TO BE NPICAL(9 FEETX 20 FEET)UNLESS OTHERWISE EX.WATER LINE \ TA \ Z TOTAL IMPERVIOUS EXISTING O ACNOTEDEX.DRAINAGE PIPEPARKING SPACES REQUIRED:60 _ _ I • 19480 / 195.30' 194.38' \ -<NON SURVEYED PROPERTY LINE TOTAL IMPERVIOUS PROPOSED= 1.02 AC II I _ / TSW1 ,{ 1 \ 7QI °°
PARKING PROVIDED TOTAL:61 SPACES GRAVEL TOTAL X IMPERVIOUS= 65 5 Concrete Sidewalk II II I 195.30' 1 �� 1 ` 0. .�.,HANDICAP REQUIRED:3 SPACES / GI l I I TSW / IIIIIII!!!7:iiii---777/
S 194,51 11 \ wD RqFLOODPLAIN PRE REV. RUNOFF 07 = 2.12FS /L dtq N O O'lGENERAL SITE NOTES: - MINOR CONTOUR POST DEV RUN OFF 0 1 = 4.72 CFS / / / yygyyklJ� I \ \ I..V V a194 0 AP SOLI 194.69'/ALL NEW SERVICES SHALL MEET ALL NC BUILDING CODE REQUIREMENTS MAJOR CONTOUR POST DEVELOPMENT i YR 24 HR EVENT SHALL BE DETAINED / / =:\ ^9 / q igq 6g I U
•
ALL EXISTING UTILITIES ARE SHOWN BASED ON FIELD EVIDENCE AND RELEASED AT PRE DEVELOPMENT FLOWS ` A I
PRIOR TO DIGGING. :L SHALL BE CALLE•: • RM _ /// I.
191.D\1 �// IN ossAREA //// / �195 HC PARKING 1 T • 1 F-I low
LOCATION AND SI•• ALL EXISTIN •ILITIES. CO. •AD _� '` / / / / '- SIGNAGE TO BE t9a.9D' � \J Hy
a 6: // / / r _y�� 11 / / / INSTALLED ON TA 1 a'1X \ \ w i-
/ I IO111 RIM
BUILDING / it 0 Q
L aI
/ I I / / . C;�� 1 ./"RIM=190 /� /_ - w .. \it / MM W �w.,
OCS 1 OVERFLOW CONTROL / I / I `:I" N N 1 INV=187.44 / / - a 1 }`� W Z V
^- SWEIRATELEVATION 193 / I / / III'` '/rn FREIGHT rn 1, 19 I N
y : • SEE DETAILS / 42/9' 111I / HARBORFREIGHT ^ y 1 - L L
Inc RIM ELE= 194.5 /
R"WFIR•WAII WITH / ":: '.�, � `'...,'..i..:... � / / / - / 16,666 SF /� 1 '� I = 2
8" 4-4"OPENINGS •• ..': .'. _ / / / OI 1 1q1 I
NV,9,.5 • I �' (160'X 100r)
3500 PSI :...•�'.'. ,. .;: ,:`.:; ..;.. ° .,
TO ALLOW WATER INTO SAND ,,\\ °
CONCRETE .. FILTER AT A DISPERSED FLOW • _ 18"HDPE r I X1 / 1 I / •13 Z
NV OUT 1so � 1 i E r = 195.51 �1��
II x / / x is DI3 N
24"HDPE G II 1 \�// \ RIM=194.02 L.1_
INv 190 ".. '. ., i 1 m 1 -- / ,95.an• 2 1 \ \ INV=190.45 w
a ' • `- -----___/ \ / BORE •CATION OVERHEAD DOOR I TSW 191r. 1 ill 194.25'I
BY PASS DETENTION VOL CLEAN OUT WITH CAP 1` / (APP••X) -- 195.00' .XI,
TOP 195 3000 CF FOR MAINTENANCE ACCESS TO UNDERC I`)1 ` /, I \
SEDIMENT CHAMBER t94.5 t TA ``i ram^ • / ••STD.NCDOT ENTRANCE PER
SURFACE AREA 999 SF WEIR EL � 005 1 Fence to be Inside of Limits �1 1 / 195.29' 195.50',' DELIVERY DOOR `1 L ✓-w \
CHAMBER TO BE BUILT OF / � OVERFLOW CONTROL I o\ I Tq 550 ,TA, ,1 NCDOT DETAILS.
CONCRETE WITH A WATER STOP 193 III 1'WEIR AT ELEVATION 193 of Disturbance. \ a' TA ,'
AT THE FOOTING TO AVOID 4I SEE DETAILS 1' -- - - CONSTRUCTION ENTRANCE.
GROUND WATER INTO THE SYSTEM - RIM ELE=194.5 r 11 - ° •,: ;� S;. S �•,s :, •��`� -\°\ \\ -
T TR A ' V
EX.GROUND / " ° ° ° /• '• -
E ..:.1.. 1 5'SAND FILTER MEDIA --- � y d .� . Q .i�' ��� fit.R 2\
EL 193.5 ze 22'8"X21'2"DUMPSTER x II _ _
- TO MEET ASTM C 33 PAD WITH S'BLOCK ��i • y, ��� \b 8 \
N'- ''' = a'Pktlrokcep caxcrt WALL PER DETAIL �� l�J 195 S =k ,bq`' 4fi ��'�' o°m• - "(BCC' � ���°��
24"HDPE 1- .. J666 Ps..wml " .• . ���� U�� r ter-A -,0.-�' G _
sHwi t9DINV 190 - 1 _ H5 BARS® .1�► 6 � / ,ao• ,(���'��" GQ�oRADE \n� OUt \
a 12"O.C.E.W. OCS1 1--_. 1s4.Bs•'' • 6`°• / � CH rr\\
III �. � RIM=194.5 �1 �/� , 1m
NOTES
VOL PROVIDED-2998CF T III rJ4 *XI I'T III 18"HDPE INV OUT=190 �I ,� ��� '�' l
_ R_
1"VOLUME REQUIRED=z7DS CF Y"I II � � INV OUT 190
OVERFLOW WEIR=193 PE 3
' a _ �r /�027, SHRIJI LANE
Sand Filter.Per
BOT EL. 189� 6' HDPE PERFORATED PIPE I / 194.21�` T 193.95' ,1 MATCH /
SMOOTH WALL WITH 46"PERFORATION Detail,This Sheet ��� / / - �7 �' ����I
SURFACE AREA=TOTAL 999 SF h 5--�--{--�-�-1 ___IA/ • T•// II GRADE // �, 55 EX p0
SPACING MA%WIDTH 10'0/C 46.33'X46.33'. 194 f ♦ M Y
857 CLEAN STONE x C-C-< Dia _
Sand Filter Detail 6" DEEPWITH ������� _ 1,..,
7- „ Se406e.
e(
BETWEEN FILTER FABRIC
AANDLSTONE / I �7 y\ t 1 Co 1gh 9 Ag 5o tit,19 �66
(NTS) s J MV=190 28 ��. l 1 \O�et 0 n ocy A 6 `q'
-.011111
195 F\ce I \ \ 00 \0�
tale -r Runoff Ifm�'otd ,d -+�� Fee' Ben 'L 905 lOB,, P,.: - - \ \. \ 8 \\ l C
- !!IW� elac Irwin Concrete Washout \ __ --VC,/
Length Ma Pm Codf: CxA CxA Tyne Cane M Raw fvl Slav Slope On UP On Up On Up - \
CO (ad tact (C) Maul lea (nRtl (dn) (d•) (d•) (d) file) W1 RI 0) 0) R3 RI 0) N) /I \ _ - y _ _ _ / G�To\n\19A 0g,6\\ L\\\\i /
139.000' 0.27 0.76 0.98 026 0.74 5.0 92 6.7 5.02 3.32 8.34 13.58 3.51 24 0.17 190.00 190.24 191.50 191.58• 195.00 193.80 SF-014 OG \9 T-. // /
69.730 0.13 0.49 0.98 0.13 0.48 50 8.6 6.9 3.31 0.00 331 3.32 1.88 18 030 19024 190.45 191,87 191.90 193.80 194.02 D14-013 _ \ _ - - - - jg - -_- �\ /
/ e'\\ GRADE SWALE i \ _ N.•
137280 0.19 0.36 0.98 0.19 0.35 50 76 7.2 2.53 0.00 2.53 5.10 2.09 15 0.30 19045 190.86 191,95 19204 1M.02 193.130 D13-D12 7 \ I DRAIN / _ �P \ M/
170-500 0.17 0.17 0.98 0.17 0,17 50 5.0 8,1 1.35 0.00 1 35 3.83 1.32 15 0.30 190.86 191.37 192.14 192.21 193.80 193.80 DI 2-011 / ' DA=0.18 AC - ^ ___ \
89.640 024 024 0.40 0.10 0.10 5.0 5.5 7.9 0.76 0.00 7.62 10.63 4.68 18 049 187.00 187.44 188.51 188.64 189.00 189.00 FFS 1-014 Q10=0.86 CFS
105.840 0,00 0.00 0,00 0.00 0.00 50 5.0 0.0 0.00 6.86 6,86 23.59 4.70 18 242 187.44 190.00 183.83 191.01 189.00 194.50 DI4-0C91 V1V1\9 FPS / o
DATE: Filter PAGE; ? w
Wire Fence
DATE: PAGE; Fabric
NOTES: Steel Post Plastic or a 0
8'Max.Stan.,I• Strength fabrl c with wire fence Wire Back fIll trench
1.AWETLAND EVALUATION WAS NOT PERFORMED ON THIS PROPERTY. / 6'Mon.Extra - rength fabric without wire fence Wire Fence illi' and Compact >ii O
12 m
2.FRED SMITH THE SOIL SCIENTIST WAS ON SITE AND MADE NO AlSteel Post thoroughly W N
COMMENTS REGARDING WETLANDS. �%t 4�� 4�� II
G }
3.SOILS WERE EVALUATED AND°All MAPS WFRF RFllIFWF5 FOR THIS / 1 lope w Ur ~0 w
DETERMINATION JY�J } Z N C U a
4.THEREFORE MARIE PEEDIN FE DEEM THIS SITE TO HAVE NOT IFTOUT ALUMINUM GRATE 1T 4 SCALE 1"=20' Z IycT-
WETLANDS AS DEFINED BY NCDEQ 401 AND OR THE USACOE. SECTION FOR PR ACCESS. Q�� ,'` �� Plostic eo 4 4 18-24" Ml0 ' U O O F 9
(� I Wire ties 8"Min.
ALUMINUM BAR GRATING 18"PIPE G` / ♦ ♦ ♦ g6,
STANDARD MESH CUT TO El \� yn Mh 4 / 24• 1 0 20' 40' y i U F w 3 Q
GRATE EL, FLUSH WITH TOP OF BOX. Qp'0 ♦: a„0 ` 1
194.5 / a o„* L E 8"down84' 1 INNER BANKS ENGINEERING, PC I
owZN• 24•IIEfatWardalongtheP. 0. BOX 154 a ° o n
TOP/E•MER '���������� "i--' trench EL I33 INN • / �,., `♦j Washin ton, NC 27889Woa u_°■■■ 'I .--..... 7°I` I, Filter Fabric 9 U■■■ q =•`•_•'� ' j°� A i i Construction CROSS SECTION VIEWa U Northh Carnolina 16"PIPE �� `"' ♦ - 1. Construct the sedment barrer of standard strength or extra strength synthetic filter fabr'ss 252-945-2983 N Z cc
Orin-Call C0rit0r ■■ ■■ /�' 6'N `1-• •i' 2. Ensure that the heght nn d' t fence does not exceed 24 nches above the ground(Hgher fences mar m a U a tu N
■■ impound volumes f t sufficient ttocausefalureofthestructure) Maintenance• :
MUPEEDIN®IBXENGINEERING.COM o a
IN J4ti a 3. Construct the filter fabric from a con[nuous roll cut to the length of the loader to avoid Ink When Intl are 1 Inspectsediment fences at least once a week and aMr each l V a
-
/ 1Lr necessary,securely fasten theftter Goth only ale support post wtM14 feet minimum wedapbthe next post -rich or greater a mall Make any regdretl repelmimmediately.
LICENSE N0. C-4111 w rO
-tie- 2-3'Course �° '"O �'?Q2 4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts Extend the 2. Should the fabric of a segment fence collapse,tear, File No.
wire ash suppod to the bottom of the trench.Fasten the wire reinforcement,then fabric on the upslope side of the decompose or become ineffective,replace it promptly. 23039
311 `/5 U 12"O C Aggregate .\Ph ante po t Wire or plastic zip ties should have a m nimum 50 Pound ensile strength Remove sediment deposits as necessary to Pro de adequate
♦ E.W. 5. When a wire mesh support fence is used,space posts a maximum of 8 feet apart.Supports should be driven securely storage volume for Me next rain and reduce pressure on the �S E N G IN Scale: 1."=20'
into the ground a minimum of 24 inches. fence.Take care to avoid undermining the fence during
Construction: Maintenance: 6. Extra strength filter fabric with 0foot post spacing does not require a wire mesh support fence.Securely fasten the cieanouts.
1.Clear the enhance ant exitarea of all vegetation,no and other objectionable 1.Per NCG-OI Inspect at least o cafe and repairs
each filter fabric directly to posb.Wre or plastic zip ties should have a minimum of 50 pound tensile strength. 4. Remove all fencing materials and unstable sediment deposits j F�
Sand Filter Outlet Structure (D1) dprogeny grade it h or greater rainfalU make any required repairs 7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line 0 the posts and upslope and bring the area to grade and stabilize it atter.contributing Q
2.Place the gravel to the specific grade and dimensions shown on the plans,and Immediately. a from the barrier. drainage area has been properly stabilized. -,� �f Sheet NO.
KI1OW what's below. (NTS) smooth it. 2.Maintain the gravel pad Ina ondltlon to prevent mud or e. Place l2 Inches of fabric along Me bottom and side of the bench. �'2•
3.Provide drainage to carry water to a sediment trap or other suitable outlet. sediment From leaving the construction site,This may 9. Backfill the trench with soil placed over the filter fabric and compact.Thorough compaction of the haddill is critical to W Gt
Call before you dig. 4.Use 00900 extle fabrics In order to improve stots.of the foundation Inlocations require periodic topdressng with 2 inch stone. silt fence performance. Z
subject b seepage or high water table. 3.Immediately remove all obfectlanable materials spitted, 10.Do not attach filter fabric to existing trees. ��
washed or tracked onto public roadways. I14/
CONSTRUCTION ENTRANCE/EXIT SILT FENCE Ala
CONFIDENTIALITY STATEMENT:THIS DRAWING IS THE PROPERTY OF INNER BANKS ENGINEERING SERVICES,PC.THIS INFORMATION IS CONFIDENTIAL AND IS a 0n '°•+00'°' I e+a''"+e am.u°�mon
TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY INNER BANKS ENGINEERING,PC NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT EXPRESS WRITTEN
PERMISSION FROM INNER BANKS ENGINEERING,PC