NCC242659_Site Plan or Location Map_20240828

4.
Site Benchmark Legend
ROADS&DRAINAGE NOTES: PKF#147 at The Intersection of Ac,-Acre -Berm '\`
1.The streets to be constructed for thisproject are subject to the Department of Tro tiara Certification program and Quuli Bellchoee Drive and Bonair Drive AS).-Apply Swale Liner lac ++
JPar aspensty
Marogement system Maintenance Venlan Requirements.The Contractor,at his expense,shall provide test results on 1)5ubgrade, N=389,t02.25 �-Centerline 1.<I-Concrete +
2)Base and 3)Pavement.The contractor shall insure that all construction and testing is performed in accordance with the N.C. Elov 45,606.90 Conc.-Concrete _ Ex.Design
Department of Transportation"Standard Specifications for Roads and Structures`,latest edition, Elev.47,12 Datum NAD 13 D.B.-Deed Book \]II i-Existing Lot Numbers
par Po peci 2006 Hot Mix Asphalt Specifications ( ) Sandy Hollow
and Manual,and"QualityManagement stem Maintenance Version",and shallE-Emting • Subdivision
g y report the resting and/or core locations,d method, E-E-Edgeof Pavement to Edgeof Pavement -Existing Spot Elevation M
results and eo.T,allowable range or tolerance,as applicable.Subgrode shall be rested for density and shall be proof rolled by the testing EFW-Eelsior Fiber Wattle x � Dr. •�.�
Engineer or the Engineer or Surveyor who will issue the Final Certification.Base and pavement shall both be rested for density and Elev.-Elevation f -Flow Arrow
thickness.If Tidewater Associates is administering the construction they must also proofroll the stone.Twmty-four(24)hour advance Ex.-Existing (ram/I�
scheduling before proofroll.Testing for pavement shall be certified by either professional Engineer or properly certified QMS F.F.E.-Finished Floor Elevation (Ids:in •Gravel Emergency Fire Access Slte��� y y L7iblkm V.`5, �v
technician and shall be in accordance with QMS criteria.Required thickness fee this project is as shown on the plans, / 7, y"•
Note that thickness for widening or turn laws is greater than that for F.,Invert
Feet O-Pipe Label e¢`h2'ff•
internal streets. /' M.B.•Map Book aLg4
2.Minimum Densities: ,1pg; N-Northing
O-Proposed Lot Numbers 'yi
Subgade100% \
Stone Base 100%
5 9.5890% \ r
Pg.-Peg
I l9.00 92% / ` , PKF-PK Nail Found x -Proposed Spot Elevation B,d4
B 25.00 927. ,B so / — P9 RCD-Rock Check Dam
CPO'
RCP-Reinforced Concrete Pi jTyTYTy1 -Sediment Basin
3,Notify the Engineer or Surveyor,who will issue the overall Final el
®RRA-Rip Rap Apron !���� _Sediment Trap
Certification,of all hoses of Reed Construction. @ o Live Oak beam SB-Sediment Basin
P Roadway 21' Section III-3,Port S,F,-Square Feet 4
4,All metal used for any type of catch basin or inlet shall be produced in •,g.„..••••3., Ma 57,Pg.93 -Swale Label
the USA. O 5HF5-Scour Hole Flaw Spreader - 6
SPS-Sewage Pump Station _ �h`ry `�,y
5,A minimum sight distance of 10'X70'shall be maintained along the right-of-way of fall internal intersections. 9... 5T-Sediment crop m•Wetlands Hatch �9-
6,20 foot radii at right-of-way intersections,30 foot radii at edge - `g way in ge of pavement intersections. i07 i Typ.•Typical -Existi Fence
7.All culverts under streets shall be reinforced concrete per North Carolina Department of Transportation Specifications,unless otherwise - YI w/IP••Yard Inlet With Inlet Protection
- -Proposed Ditch/Swale
specified and/or approved by the Engineer ant/or Department of Transportation, U.Oak Estates �••��
B.All roods shell be public and built to NCDOT Standards. Section III-9,Pat 2 N —-Slit fence
M.B.S],Pg.93 .W`W`W W '"w W v -To f Bank Vicinity Sketch
9.There shall be no encumbrances within the NCDOT Right-of-way. // P a
10.All materials and practices shall meet North Carolina Department of Transportation Standards. C Ill, . . . syi . -•.-•.-..--Wetlands Lira....-:-
Not to Scale
11,For other derailed construction rates,see plan and profiles. Jn� �v\ D'••
'/' `� / Tract Data
W.�. - Total Acreage 18.90 Ac.
�i1z i / 4,:
y• ./ .\. . �1�' Acreage of Land to be
.\W ."4••..x. / Disturbed and Exposed .. 11.8 Ac.
/� "/' " s`.. .• ....r Acreage in Open apace 15.60 Ac.
*` . /` W / Zone R-10 Zone
'w,.... 5 •. .,,/. t'\'v ` �` ` . . '0'• Number of Lots 75 Lots
'dr . . .,. �.6 ' • 'v t, ' " R`m`T° • " ` / Minimum Lot Width N/A
•ta9 W t` w+' w+'./ .\•./. . .." Existi-Ground 43,7x .10,x10' 'W Minimum Lot Size N/A
'A'*
..•
tti . . .W. W'Y., • . . .. i -�z '�s�'. . �✓. -�•�'�/ . . . . . ."l`HFS . W�. t..s:y\. . \705 i / Average Lot Size 1,919 S.F.
ti �, _-• " � . ",� Wetlands / / ." / r >� " " \" `` �'L Live Oak estates Smallest Lot Size 1,560 S.F.
L+ / •Inetop silt Fence ar t,a. W.W OD' y,
b•s . •
e W �•` w�4�,�y, • l Ure \M� �' W �, t W�t W v\. ....Vya •'•� Geese iii-e,pant Linear Feet of Street N/A
o lema To . .• + .' a•W a4' / 'Z�� "T-0, . • I \ (TYPO W. Clearing/Disturbance .✓ 1�- \ . . W. .�.> -,^aterro�• �. Me.57,Pg.99
e • >" �. " y ` ` Linear Feet of Drive
d, Itxlsring6round 51.0z Wetlands• •+/ ••�• / .''� .Limits ,�l'1 .(�•W . t6aak �< �Tgao"• / 9
. Llna(�yd) ` / / / \\\ W . //�`\ \,\• W \ // Oil, I\ �\o J. �w� ..... - ' . F .,',.! Ex. Design 103 L.F.
y . . =. W\+� . //^ . \' N }}� •I \ \ ,:W �\ \ : -ems. _ Proposed 2,419 L.F.
GJ —.�� +*..-y ----'.q'es
'/ / \' . „-•• metal si r Fence at �__ \\\ IP�e�' I " N. \ •/ Y•;�....• ;ice;
/ \ ' clearing/asturbanro \ Z, . a1 .\ ' y /� (�Y\� + 4••••., _ Total 2,522 L.F.
�r+ \ . . \ / / \ \ .Mnatlal�, Sewer O1gwASA
i� t\ . . /} \ . . .•• // i\ \ '•W '�W'�W�'W. /�W •Limits - _ \'t . Eil �C .� `.�
1/J \y-w 4. W.,/ '' 2 . . . \ M�'�''A'�. * \ \0�\'\ ' s+nan
�. // ��� \ \ \ •.� . . -1` \\ �•�" _ „_} e % t- \' water o gwasA
+�W _ >f '_\ I\ •.. . ./ / \\ �\1 =\✓..� Ilo•xto•I� \ /_- -
tit \\ \J 1 F11k} \•,' . A \ \ \ . Existing Use Undeveloped
\ _ . ..I / ASHES 7
Jy \•I• O�Pma N- \,hTel...� �f" '. . .y. . \ DistrictFire
�I t-�. G I J / \ -v� "� W �� 'f�45� gf , \ y>N� \�`\`' /'/ I:�7 \\ \ .\\�� Proposed Use Townhouses
o \ \.I . . t�1r �.nTr4 _ / '\\ ►���� �. .W :J1�.y. �` \ \ \____. }ir1 ��k�% ►� \wai '�\'� '
++ I rtt y- ��� - . . ./ j�r` f► \ \ '+ M } A� e+" Lixc 4\'� *„5.y.y . ISO Ratin Rhodes town
m 1'.*.\)144- 1../4� / \ ,f�'rl '� ��. .Wi.�o' \ \ \ �11 a°� OR,
(T1pl \- `.,,t g
r18* I or a He \^ • �.' `-Retaining Wall } 1 �� �' \ T 4.1.... . 4•.••.
\\ .- \truer \ srm slopa(Trp) // '�/ °j'•\� / _ . �\ Reeking
\}f''►1 / \\ '„ ,�+A' \„ \`1 .\ W\�" General Notes
p•+ \_ �' `gyp' r•`�ew1r�A m \ 1 / Ratdning W°II \ \.+� `a J,-`Rerani Wall © • / �r319�_, o \ \. W '._ 1.Boundary information taken from MB.67,Pg.69 and surveyed by Tidewater
V \_ It\W ` '„rip \ \ -al--`` --__1---/ / /1 ®i \�� T..57.5 \ __4,—
` �'}..Y���+- To.53.0 x x 0:1 \\\ \�\\ \ \ \. .I// ` $ \\\ \ \ \,y W W...r\„W.W .. . . AssockreA.Inc.dated June 2024.
U ___ Trope - \\ I I \ � Iy i sf } I \ 1 )) p- �r Nir
( � \ V:,......../
2.Topographic information was created from Survey by Tidewater Associates,
ropex*Ida 'k '* b]1('g - .I 5�� \ \v W .. //- \ ;j •�' ...To Inc,dated April 2024,
pt Swals/ASL I /"...vet
f ]^ FY:E] F1)f) ® l0. :®i ,I b�.` k� ®p Ili rap, FA-] P[1[r��.7,1 y, / \ #3 ��Il RC Retdmrg Wall Existing y�*M `--_59_-- / \ 11 W Q j\ \/7 / \ ,' W _ 3,WetlaMa delineation Dave Resource Group and surveyed O \ 'sw _ ` 1. .1 yk \ �`, T. 49.5 .,}-Csou d 42.5s by Y P a rveyed by Tidewater
fi,,-f13e7 v Grovel E ��j i/ \ 5wak \ s,� I - / / \ kIIFI �- �---- - Associates,Inc.in April 2024.
W \ ).= ;��* Emergency - ���r/ 1 , \ © � 'ilk �' / \ �.. •_ . Si
\ v1Y 10 wise,B i % % i� j •® x� i i �� 1.•./ / // \y ='sf 1 1 r / 4.This tit¢a not affected by any Special flood hoza d per FEMA GPN
\ 1 =��� I ps1yrt Thick CABC Flee % / % I i� I \ _ % , re.,
I / d� I 7 �./� / � � '�• \W y / 370340 4348 7(Onslow County)effective dote ll/03/05.
\ 1 Vile Access(TypJ / / I \ --'t J/ } / El 1 / •4 1 • \ i / \�rI '� .l 5.Development area parr al ly cleared,timbered and wooded.
1.
\ I 1 �� Building#13 Building#14 `� st /Buildin #15 /- Building#16 0 48 eoM./ '�I 4 1 r \ g utility at dimensions shown,unless
/\ `I / r1r, l$kl S / x S I� \`` S 8 . '� I--�_ 1.x L `�.•/.I: 6.All easements to be drainage e and utJl
T 1 O M [(�7 ` �� J B�k sHFs \ otherwise pored.
/ 11. �� P.P.E.58.5 © HE Ira F.F.E.59.1 m F.F.E.55.5 \Eta � F.F.E.53.0 r. 1 ''S.Can6. .ter � Mtn,f ►�.� i t�1 I 1 \ 7.There are w Areas of Environmental Concern(AEC)as defied by Coastal
° err.. - �` Mi- M __ , / mu
� ' I R^ All*. .I '= /- ; Et r:
/ rap P \ walk �� . \7ilt
`�i9�i. Area Ma meat Act(CAMA)on this site.
4 ` G:{ . 4P� • , I xr } 1 �. �g�ii Lrl ✓ lax }:' Y' 1 Fenac "°g`/ \ Inv.Out , /ii/i% ii/2mAwd,rirAt ,e_, mi%40w4wi% pi \ i %,w4m . \ Q �� 4�'�. A,p Jg.#, A/j� / M/?p . .\;L' a. T��� B.For additional information,see plan and proNkand detail sheets.
L "'4�11'Iswl®g911iw�11�:B1iP t �.'9RI1i1�5®iIR"ilul3a&zr� ��� �_ �B`-;a91�1�,Bu+Jll�,ea •( �nf�il��il'f65mx/il�peaF � �I► 1•vc1�, / ,S 9 I it'F \
/ \ \I an Jid iki blo ® sx © it •. IgZi:Ii IP
�� ����1► av_l din FL -r'. �e �.Amat .. eeeo��®pJseeu�a� z� '�iQ�I�� Effi Cj �I R� sHFs Ex.Design ;30
k /� .,1 ,,/ L•F34 .Bl�®AYr�..E♦EB1�lL: ��•�m••,F57G �A�'7a7;�IP9.IF3b11 kShc F:k7 F31� F�9 14 : o Hollow Subdivision
® r ._. yam`mow..._ .. ... �'� ktx�) 51 Toro 4 04,iel Sandy divid
1.
// '' / l w-+1®_ .. x ,.. .. .. 'Np7 ;I /w I Pump Single SanityEnd of Ex,
t•LF]�J�P.g/'� �-^ I�III�'�'�1•iE7 vlF' \ ® f r ® f5]. 56. ' kfJp \ 3 \ YI#2 w/IP _... �®411r*4441011,arom� ��^�l' 'm /° _ 1 P �29°� \
-Y ,' V .—.._.. R..._.. -►\ © \ \ /` \ \ �Ars, d, / rEx.DW n� _ °9�'/ #3 / �... i Y `N \ llImerredcrownf ..1 �� xm.45.eo /.,' �'. >. �� k a } /y \Ixme ted sawn \ —. T...—. pI`�w'a9s € 5'Conn._ d Hol1oT¢pr1 (Pr) Dmrti> \ }7, a Design walkq�l h� '• '/ _`` _ i2� y bfkl T start -- station HJP) �� /,` ) j . p:,�IlBra��S'l®tl�lrajlarm . 1�'qJT/r®111m:�sl9srw-sf�sllr (;i%�NNT®Bl�ra�)vw�s�LAT1YiEr ,;lre8 -11�'�TVI�Y� �y1Br�aSetHlr56aw� �p.., \ wF �f /I�� l�I ,�,1 l•11ld Dam stet Pod Intermittent1 1¢�5�E�6f lI��S5 .P1�I p•se ,¢¢ww1��EEll ���Mpq ♦SeeDetail Sirwmr/ II'' 4 tbSYl� IF��/, � *,g� Z T#3 /IP1 1111 W1 11 Ai ��'� � / .v , � � � ', 1111111 :' 1� � � \ p '1( p ) / " (�\ \ -.:..•./.
A / /Av.52.10 ��Ike-.� '.'�1� 61' I•,g .o li"g>�w;ypBslF9jtllmss;"�tllaEPl;�Itl�Bau '! p-i1 `,'Stl�BPl�;gtl�rA�;gBlk2ala,�tlleMt:;a :`i �.aIB; �u�, �I�7L;a) L 1'). w I( , � kig lw N.'' l•• 4 , werlatds ��,.,
1 ►V
, , f ctl •�. 41 'EI oil ;il �t�.�tl' end I •� �, r 4 € '/
--� I 1'� \ % ii% i�' a'.ii%/� ��`% ice% it ,i/ ii% i 1 ice' it U,I ii% i �1 / ii' i� m iI ., i N Imom' /•/ una(TYVJ.----
d'oe
- , 4 1Ih140,11 �� f,- t•J/ %' �..0.F I// �,/� /,/�� q' 1/ I� �� / % // ; ,( ,45D .PY
1 ♦ � \ I�' , ...Iv!
Swale .kiR. I O y �. Eft, / 9.
0= P.!� \ / / baxa/ -F.E.58S �� N:x4j�.F.E.59.1 / I•:iu /F.F.E.55.7 ©z...\121 /F.F.E.53.0 ® I \ l m I.® IraOut1143,co Ex,Design o�'16.
�6'111k 4i \ \ �� I w , / l �.F.E.52.1 �/ \ ;' sPs DNwe 4� 00
�� � \ ing Bujldin #4 � Building#3 �� run w/IP € E I / l� 0.0
`• eft / / Build' #5 c i I I g uri g 41 i.a9 \ N. I - et / ,,let _ 'k�
��/ g ftJ g tJ 1 Building#2 Building#1 sp--- -- kti / t 1 i / / \ \ T 48.50 Wetlands �„. \ Sidewalk , l • 1�x a�
L•SJ11 / I149 / /� //� �F �/ tsA9 �� 4,� \\ 4 I Yde 4� \. \cx:) Inn 4470 uw(r -� , * —_
C-1 ® ii'. ® �� ////. /� i / I/.. i / y//.�� i�L� \ \• \ i \� � Lz. •' / ;. ) • ,�� egg /
�... v ��, ®�i'w® \ �� �a1� �a iota ���J �' "fc eca `ham rIwa.aa�svfeemu>ela�� //
O •�, v�+ •• d 1 �1 ... �. I / /. nMailbox ` '4\I.I : : [':, Da1B
w. �o _ 6.
ei.
FyA• lets F5J:1 58. FIA EMI \ I 05 ® Ifs] Fes greet mire,.
If • ,. n
Ix �. A-- �B� RL`� / L•ldl iv.v, I ( I �[ d ® _�' Q` ����.�; O I� \ \ \_ /� �i „ - / Kask ® ® , i !��44�•� iii �' ` �:
}! ..10 it O it:.
� 0 ... __
-...�-... / 62 1Be1J n/ � b1 hRFir.^.1Yir11 \ CL.Yw ES \
/ _-' Lux / d 3 \\ \ _ O Iswain 51 RS R e • / 45.40 \ i emporon —.._._—..._
d / / 1.rxi 1 ,- tix.Li r /• /i 'i \ I9:13kM TYPJI -_ -v #2 r••• Carutruetlen manna
Design
y-
�'i I[ ---' 1 s1 k - � J s I II /..e \ \' ovation Dmaana
l;J) ••-� - C3uJ:7 - -._ / _-- - __ - _- ` - _ --- ) I et,-!�1� _—Entnna OP.SPau
^\ Swale( 1 , / Ex
// I I ex.fame Instoll Sih Fence \ -- 8 -i��i �I ��_\\\ / ./ •1I ax.f. /• ( ///,/ )'. In; et / -6ug,� - - —�..............
O,'� III-
,/ —
IIm.In 43.70/ I at eleaingLlmib \ \I I I - 'e / 1 / / ) ' �� In Frmtaf Hpa ' / Lilt Fence) fA7(/'1'•'��`�
fC / / _ I _ \ ` �_ I I 1 / I • •ex.fm�a Ivrall Silt Fence / .✓ / / / / / / / �,.zr / / _ r�a.�.Pp'ESS" 11 el
7 / / I 62x, \ -\. I E.(a3 i I !f4 i I 1 (38 i at Clwi Limim - / / / / _ _ , (tom
:0 / // Wan Forma \� I \\ I eryanFamm € II I Bryon Forms/ I �361 // xnn // // I // 9 // // /` "/ / / / �� / •39-y r s«ram in / z •SEAL •
rs / / secrimry ( \ • sect on III ( \ sectionry ,8 / / / _ 7 �-
\ I rr / // // /� / / / / \ (\/� / / / Me.ei•P96 - ° .14575 ° �9-Z
rn O r r MA.87.Pg.53 \ \ \ M.B.'13.Pg. I I I 1 M.B.53.Pg.53 I / / / / / / / / / a
ob
{ v M • N M.St,,
444 Erosion Control Notes
I.Construction Sequen . O.Temporary°rpermonent seed,fertilize,and mukh all disturbed arras aS ter completing any phase 3.Contractor Isrespomibk for complying witherosioncontrolpermitcoditionsandNPDESgeneralpermit Grading,Drainage,Erosion and Sedimentation Control Plan
A.Notify Engineer,Omer,and NCDEQ prior to beginnig mnstructi°n of the grading work within the fallowing time schedule.Apply temporary seeding and mukh i£area conditions.See permits far additional informatian.
B.Clear only the area neowsery to install the comtructim entrance and perimeter silt fences, is to be disturbed again and permanent seeding and mulch if arms have bent final graded and 4.Contractor shall amend measures as required inwote prevent accelerated erosion Frans taking place on this site,
sediment traps and sediment bmine.The remainder red bulk of clearing is not to be done until accepted by Engineer and owner. until site is restobili of and accepted by,Engineer and Owner.
I E+ installation of these items has been completed. 1.)Slopes st«par than Mend perimeter dikes,seeks,6idms and elopes,and area rem HQW 5.Up restabilizatian of all disturbed arms and maks,contractor shall remove all temporary erasion
C.Sediment control measures are required to be instated at the wkesr proeticable date after waxers-within 7 days. control facilities and grade,grass,mulch,and restobilize the mess.
start of workeradingoperatlom shall begin at lee points,points of°Hall release or M other 2)slopes 3:l or flatter,and all other areas with slew flatter than 4',1-within 14 days.If 6.Once contractor has completed job and site is rwmbilized,the developer shall be reapaaible tomimdn SANDY HOLLOW TOWN HOMES
locations of where sediment control measures are sheen on pert'ant the sediment control temporary seeding is coed to tanpoh eh stabilize an area upon final grading of the Jab the the restobilized°rem until time when the lots ore sold adeveloped.I ? Note: devices simultaneously
xolyninh the meat traps,sediment basins,etc.)decoc shot be insrolkd before or p«mments«d,ferrilizer and mulch shell be completed.see detail for«edirg specifications. ],For additional information,see specifications and other plan sheets. Richlands Twp.,Onslow Co.,North Carolina
el Contractor shall insure that he and all his workers(contractors,submnrracrors simultaneously with the grading of amy area draining to the device 2,Seeding Specifications:
1 and othersise personnel)do notdnmoge construction stakes or other measures D.Install stabilizedconstruction entrance prior to beginning construction. Apply lime and fertilizer and work into 4-6 inches Mmil.Spedm roreshallh distributed uniform,/E.Clear and grub entire project am and covered with a clean straw a mulch.All mulch shall be crimped aspholt raced to hold in place. MaintenanceTJ 1 lan' r:Owner/develope
i used in laying out the project whether by the Engineer or another entity including F.Rough grade and temporary seed aeon not to be disturbed during street Material and application rates as follows,and are genaWly considered minimums.'Midi rare to be '
6 those under the employ of the contractor.Contractor shall cause his workers to and utility construction doubled if c.o.d.: 1.All erosion and sedimentation control devices shall be checked for stability and operation following
II tooInstallsaniterysewermainsandsernw, Material Application lb /n Pate v¢ry runoff-producing roinfallevent and inro case less ihononce every week.Arrywsdedrepain South State Development,LLC
1 • • observe and verify to the fullest extent practicable that stakes,other measures H.Install awake Vim— i000 lbs./ae. will be made immediately to rlpintaln all devices in the i conditions intended. 121 Garnet Lane 3 I.and grades are,or appear to be,accurate and correct,and immediately,but prior Install storm drain pipes oho inlet(catch basin)protection.Install elppes. Fertiliser (10-10-10) 750 lbs./ac. operating eon Lane
to any associated work,notify the staking entity of any potential conflict,error J.Rough grade rood'. Mulch 2 eons/ec. 2.Sediment shall he removed from behind site fence when it accumulates to a depth of six inches.
Jacksonville,North Carolina 28546
question bin The work.The En near shall not be responsible if all of the K.Install of moire and.+en;w. Asphalt gel./ee. Mao/ 3.Sediment shall be removed from the inlet protection devices when story has been
E orq regarding gi pq s halt t Se 435pr storage capacity
L.Fine grade atreett.PloceCABt over compacted subgnde.Contractor meet aonduw and pmsa Permanent Seeding
I above measures are not strictly adhered to.The Engineer shall not be responsible proof roll ter,on the subgrode prior to imtaning stone,and an the stone Pia to e De Common Bermuda
9 approximately 50%filled.
where due to damage,his Braking can not be verified.For critical or costly asphalt.The proof roll ears shall be conducted in me presence of The Soil Engineer.Density 10nhulled Sept. 1-April 1) 1001ea./ae. 4.Any sediment Tracked onto adjacent pavement shall be removed immediately. GRAPHIC SCALE:1"=40'
and thickness tests on subgrade,stone and asphalt by The Soil Engineer shill be conducmaed (Mulled April 1-Sept. 1) 75 lbe./ae.
5.A maintenace l DATE 04/30/24 q components of the work,where the contractor believes that staking may not he approved and ears results submitted to Engineer.For additional info,Sea Roods and Drainage •
Mulled Fescue 50 lbs./ac. a9 of all erosion control in speMians and maintenance performed shall 6e kept onsite 0 40 80 120
€ T preserved,the contractor shall request the staking entity to place staking in an noes. Rye Grain (Sept. 1-April 1 only) 50 lbs./ace. at all times,
M.Maintoinermioorfoce control mmmresmweaedroawure full fwctiorobili German Millet (April 1-seek. i 1 50 lbs./ace. Any SCALE:1"=40'
() arm where its preservation can be insured. N.Install asphalt surface course.Soil Engineer to witness kydeen old ear for thickness and Temporar seedlnar p only) 6.A sedimentation that occurs into the offsite sbrmxnter drainage network shall be removed
y Immediately to prevent the stormwater device from sediment accumulation. F T
demiryand submit results to Engineer.
Dec. 1-edesa b TIDEWATER ASSOCIATES,INC.
Kobe rain azn 50 lbs./ace.
Rye Grain 120 lbs./en.
April 15-Aug. 15
d German Millet 40 1bs./ae. Consulting Engineers - Land Surveyors - Land Planners
Au 15-Dec.30A.
Field Back:Sandy Hollow,Pg.tb,f7,39,41,45
CI Rye Grain 120 lba-/ac. Dirk Name:Acedd3007 Jacksonville,North Carolina
€ Rev.07/09/24 BLD-Revise Per TAI Review Filename:eels Property-Tewnhamo Gendwg BLD P.O.Box 976 306 New Bridge Street-28540
Job Na:523060]-8386 Sheet 3 of 11 Phone[phone]-wwvaidewaterENC,com Est 1%1
Firm License Number:F-0108
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