NCC240823_Site Plan or Location Map_20240322

Site Benchmark Legend
N.C.G.5.Monument"Phone" AG-Above Grade
•
• a<b Install Inlet
Convert 1e.a ai°Protection far Elev.l5.56 CbG Curbb Gutter •.1(
eyi to CB lee.at Existing CB
•
RaixTap CB-Catch Basin
to 18.7 \ \ \ ' �.° ;I Conc.-concrete y "F
FL 182 Inman \ \ D.B.-Deed Book J'
Ins.13.9 .B over DS-Down Sporn
Z' -::-----'�n ��N n" --- do \..' ---- lop 180 t! \ Gli Site
Z/ ELM S55 PI ex Edge of Pavement'fIA - `Erode this x ` Im114.2z MEG p \ ng
p egp Existing Guy Pole `1/ a
ABpi / �,•�' ^ 411,
Area ro \ 1$4.,O,WOp •4• \ OEIP-Existing Iron Pipe / 3
Remove Existing Asphalt ay" a1s LB w/ID Tr�� A, Drain(Typ.) \ `<h'S,�•q'•'y77 \ b t;` O emit-Existing Manhole v`kc' Z n's
and Install Silt F /*r Tap 19.0 °6 \ \ \ Existing Monitoring Well d
t Existing Design turn Lane. 1 5 0,0�. emw-Existi •f' �' �,og
2'Behind BOC.(TYp-) FL 18.5 O ,�� �r/ e,i \ See Srorbecka Plans. desgn +- t3 e sac-End m Chute ,<.P,e{
1 Im.14.5 4 ' �Z. um 1 \\�...A < Icb r ✓ \2 OECRWM-ExiBi conerox Ri Right-of-my Morument sfL
.,..
c--90 N �\8 �� ` *\ t°p17,5 Install Inlet \ +0r "9 944 .
19.31F7� \ $ I-Exiotl 5rrectU r• (installir \ ll caw/m 'DiaS�Perom'�ily�cs« "99""•
18.8 / \ /' petsb-Existi Traffic Si IBex 'I ��ll I 4/4',ep �` Top 17.E \ \ \ \ \ Owp-Existlrg Uflllty Pole ( •�,C ,this,
I ®�Flap
c k.r\ erx.des D awns-Existing Watermeter add,.
9t,
Erode this ll J�\ *+T `'° \\ J8 w°p 17.0 I F.F.E.-Finished Floor Elevation
+ I I w --r IN,16.5 I fl-Flawure
Area to / 12"RD 1
rX Drain(rypJ �`?•6 } I ) \ } _ i� ... \. r*/r y\^ Ins.RAJ \ \ H/C-HaMicap NC,High
R\ I / \ I 55• ' IP-Inlet Protection fejeure gY 29/
/- 19.6\ „6���������•••aaa\�,,, -_�_" \ JB-Sunctlon Box °Uk"w•d
/LBew/IP � 19.9 .k R ® at9.6i G� 7te4 \ \Iv \ M.B.-Map Book •
T 18.E 19.4 I8.6illl • 17.9 �\ ` _ Pg.-page
T� • 17.9 wW �'G w \
FL 18.1 + } lam ® 18.1 \ \ \ try 17P R-Radius '
°p `\ iFFF �.
L 18.11 ., 4 9.7 1 s 02 t895 7.4 \ \4/ t1 leeks,/
19.2 •�,IC �s�e \ /�• 1 */� \ \ rcp Reinforced Concrete Pipe Vicinity
CO•
Y 18.45 /' . \ I Ei /I-� ,,,, \ RD-RoofDron V1C•m1.J Sketch
A, , /' I -�„• M Ira.Iz7 71- -..\/ Tvv. ii `\ r"$� Yi�,/j=� \ \ R/W-Right-of-way Not to Scale
y[[[[` DS Ds m / ��18.8 / r t A��r< -, a.f--Square Foot
/ /y,; 0 O ' �y.x �rx�� ���18 ! 1i275 • !� I /O�l/s?Fi O555-survey Spike set Erosion and Sedimentation Control Notes:
Install 30.C86 •t9.3 I' co Elm gmrla,eo E[x>•i ,:� t/ 1a.1 ay: / \I ((//�. �h' V
SW Typ.-Typical 1.Utility Notes:
to dose rxisii 18.8 .` Ins.17.7 '` 1 .A one di with mechanized equipment in right-of-way, vote
n9 A • 17.E / �. VG SutterGuticr
entrance.Remove t9 O '• Anyone digging eq pit highway g -way,pro
` \ w \ \ YI-Yard Inlet utility easements or public spaces will be required by North Caroline law to
Drivewa A,ton ,�':,' Temporary "/ Install Silt Fence K` give notice of the proposed excavation to all existing area utilities within
/ ` •195 �r Co"cM Remax L86 U til Dri Conttrucibn L\ \1 + *r; 4.___,_
)
-� 19.0 //'' Washwt Area Install H/C / \ \ (�-Existing ballot Flow Arrow
Install silt Fence / i.r_, Ile _ 1.e �\ \ r + \ V 3-12 working days before starring to dig.The utility owner is to locate its
/ and Barricade `�� - "'�r C%• WTI R°mP ,.,� �I Rcmove Cd6 ` \ °/W + \
�� LIiTL •�� / b Install m +> 9 6,-Handicap Forking Spot facilities in the areas at the proposed excavation.Utility members of NC 811
Entrance Until F. - boil g �esl <4 • �"@
< ��� �eo s - vault tow/IP bl�k �� VG. ���A v ..":b can be contacted at 1-800-632-4949 or dial 811.
Cons lefion 18.0 ��� / Afz Pik, -Weyfirdirg Strophic Arrow-Single B.Contractor is responsible for contacting any utility company that is not a
„ 119.3 B Top 18.5 a}A,169 YL w/IP � � 'Y\
1. lee I / Ell ; FL I8.0 I ��m Inv.152 �� / si I(ty / w.,wure �\ < �.®\ + tt member of NC 811.
n b5. I\i� t� �� ins.35.5 , ' I✓ 1 I\ V Wayfirlding Graphic Arrow-Dwbk C.Contractor shall verify location of all underground utilities prior to
Remove LBG.Replace with i� �Cll1, �'�' ' \ \ • commencement of work,
Removed Expressway f 19.3 Jr., ex.building _� + CB w/IP I ) =���V / i/ r,•�y �, \ \ -Wa tondo Graphic Arrow-Exit P try damages to any existing utilities.
Gutter(see Detail I/ <b top IB.B I ...
J fie ear / "•c°ibf1y - 55 "6a• Way finding G"°P D.Contractor is responsible far a
"� - FL 18.3 O- y/ p.m , . jj,�Ur \ q1A�\'\ \\ Z.Comiruciian Sequence:
I •I o Ins.15.3 �' Q� • \� \ iw.tze .4.\ -Stop Bar A.Contractor shall request the mandatory -construction meeting with
Relocate es' /� Q /�a° 1 „dd.", �- \ \_ . STOP q °r'Y Pre re
1'e CB w/IP adlCL - - \ q'\ the City of Jacksonville,prior To start of construction.Contact Pat
-I> Cdb to \ _ \ Ear -has Line
<yd, I d y Top 18.3 :18 e5 t9;1 i • Ransom / . \ I °'- -ohpl -ohpl overhead Pawerlire Donovan-Brandenburg at 910-938.6446 to schedule the meeting.
1 I _ FL t7.e I t8.35 18 6,ros ` ,�- �{}.F \ \ �< B.Install oil required Erasion Control Measures prior to any demolition or
1 Ins.15.0 / r r%� '�-- , {'"''1'8� \ ;` r I xiii Proposed Spot tEl ty.}'qFq 20.60 �/ B w/MH I \ ~` '4 \ Land D sTurbance Activi
• / I da PYO Osed 20.10 ccess O �II f r �e '•
\et \ C.Install stabilized construction entrance prior To beginning construction.
,3 '� as" + I wry '. ,tiv D.Install Silt Fence and Catch Basin Inlet Protection prior to Beginning Construction.
tn� y
CC «. r W19.5 r
/°� '�bp�p� • 4� aaoaan ' Shops m.14.8 U� �©���' w I '' / J� \ E.Remove Existing Asphalt as Shown,then Rough grade drives and parking and
P {. ., "=,r. •''= '� mo'.. C 9 P 9 9 P° 9
° !on Ere' ,''C•
- �"� -n -�7 1 '''L\ Maintenance Plan: banding pad.
r� )15-fi - ire. ," r • C,C F.Install sanitarysewer services and grease trap.
I U-- _-_ 20.60 �� �% \ e--<..tFary ...air .1r rap 9 P•
20.45 Kzepi x®.0 O Y I Esn \ „<r //%/, / i.All erosion and sedimentation control devices shall be checked for stability G.Install storm drain pipes and with basins with inlet protection.
'Z I, s - ■I 1980 . I 9% \ - -•" a and operation following every runoff-Producing rainfall evens and in no vise II.Install water services.
Grade this . immediately to
COGtoteema operating proof
20.60 ri9kli\� \lI 'J \ a..IJ ern \
Driveway Apron.Install ,n } 20.60 YI w/ID 20. I to Extend d.9 ewaw / ,,,,4 rpm \ 2,sediment shall be removed from behind silt fence when it accumulates too stone,and on the stone prior to installing asphalt.The proof roll tests shall
Barricade Until completion •tii� T 19.75 p, �,I / I Asphalt \ * depth of six inches. be conducted in the presence of The Soil Engineer.Density and thickness
20 60 ® l 46 y *p *o Existing Design \\ 3.Sediment shall be removed from the inlet protection devices when storage tests on su rode,stone and as h It The Soil Engineer shall be conducted
' 20.10 e4J Ins.16.3 I -� 6 I'Nt 'sin W \\ 'O / / • 69 P° �' n9:
:� \ / \ capacity has been approximately 50%filled. pp Engineer.For additional into,
s° ' Starbueks and approved and tuts results submitted To E+b rr 20.60 e_ ITS
\ i \ 4.Any sediment tracked onto adjacent pavement shall be removed immediately. See roads and drainagentes.
•
/ 20.4 zLz° sr«k ik A vA \i Under Construction / ant
D \ 5.A maintenance log of all erosion control inspections and maintenance performed
it
20.70 nJ.Maintain erosion control measures as needed to assure full functiombii
Y .,19.8 /y r, 20.E'-� �w © 'D` I If Need d , , •
`- .ti - / \ \ shall be kept rot at all times �'
\ 19.3 ® Al. r \ \ ® K.Install asphalt surface tour.,Soil Engineer To witness laydown and test for
r space for Ut Ides :5.'Wa(k U . 20.80 'I �/^ - 6 All catch basins to be installed with inlet protection.
` ® v I° I 20.30 2090 i s '/, e I to=`) Temp tar and density and submit results to Ergirme 11
Install silt \1� ` t�9Fte ' \/``I,I U I I I _ I'. L.Tens or manenY seed,fertilize,and mulch all disturbed areas after
Fence 2' 'i\f,� \ iCI \. .J/f I ® ,' •.•. i 20.30 +4 �` (\...._ O\ +,D I +� I 1 I I_-I- 1. completing
e °rY ar per
`\ h3.kj . 1 I' �y q, I �� n.wk,' leti a hose of The ado work within the following time schedule.
Illli� M °r h ° P n9 any p grading 9
1 From BOC / 20.1 \ �� I t
*PI � �� .er ` t9.6 �- f \ =\.41 cal \ .1< Apply temporary seeding and mulch if area is to be disturbed again and
r ,
• b
olio L 7r - �k � � ®- "m \ / permnent seedng and mulch if areas have been final graded and accepted
EM `�� \�ae I_hpl 63i� -aap7-_�hN_�s`i 20.40 �, d, -__C ML - apl(III 1.., TIT 2 IP \ lopes, i ev. \ � \ and arw near HQW waters-within 7 days.
„1, CB - \ nee x lee 2.)Slopes 3:1 or flatter,and all other areas with slopes flatter than 4:1-
rh
-- within 14 d
6. Fp rt CB 1.8 /.'-1 r' w.na..ro Cg w/IP Top 19.7 19,8 aye.If temporary seeding is used to temporary stabilize an area
'iiTn4a'' �" s FL I938 er`- CB w/IP Top 20.3 Flow 19.2 - - --- upon final grading of the Job The permanent seed,fertilizer and mulch shall
p a Install silt Ferrice To 20.05 FL 19.8 Inv 16,5 be completed.See detail for seeding specifications.
V I m Inc.17.1 _ P °AAi P ng Pe
along Chaney Avenue FL 19.55 Ins•.16.7 3.Seeding Specifications: I
until Drive Construction Ins.16.9 / \°4v (= Apply lime and fertilizer and work Into 4-6 inches of soil.Seed mixture shall be
z' rC•, Slope away from)EOPI • " � distributed uniformly and covered with a clean'strow mulch.All mulch shall be
Temporary stabilized Gonsiructlon -^a crimped or asphalt tacked to hold in place.See"Seeding Specfications"for
l I Entrance.Use this EMranet onlyAsphalt Valley 1% material and application rota as follows,and are generally or Lonc.Valley Gutter Chaney Avenue 60'R/W \°/w 4,Contractor is res noble for complying with erosion controlasibenieonditionss
During Construction.Barricade other responsible plyingpermit
(Entrances Until Construction is Complete. and NPDES general permit condition.See permits for odditiorml information.
5.Contractor a responsible for removing sediment and restoring the stormwater
wetlands to its design dimensions.Contractor shall amend measures as required
to prevent accelerated erosion from taking place on this site,until site is
reslabilized and accepted by,City of Jacksonville and Owner.
ROADS&DRAINAGE NOTES: Tract Data 6.Upon restabilization of all disturbed areas and Swale,tenor«tor shall remove all
•
L The streets to be constructed for this project are subject to the Department of
Total Acreage 0.882 Ac. (1.5i Ac. Including Starbucks) Drainage Pipe Chart temporary erosion control facilities and grade,grass,mulch,and rutabilize the •
Transportation Certification Program and Quality Management System Acreage of Land to be arena. j
Disturbed and Exposed 0.8 Ac. (1-7 Ac. Including StarbuckeI OUTLET 7.Once contractor has completed Job and site ii rntil the developer shall be test emnce Version ursde,manes.The Contractor,at his expense,shall previde Acreage in parks or other AREA 010 DIAMETER GRADE LENGTH VELOCITY responsible to maintain the resiabilized areas until time when the lots are sold or test results on 1)Subyade,2)Base and 3)Pavement.The Contractor shall insure recreation land usage 0 Ac. PIPE (acres) efs (inches) ft) (lf) (fps) developed.that all construction and testing is performed in accordance with the N.L. Acreage in open space (Required) N/A Al 0.05 0.4 12" RCP 0.91 22 --- 8.For additional information,see other plan sheets,and permits.
f Department of Transportation"Standard Specifications for Roads and Structures", Acreage in pan apace (Provided) N/A A2 0.05 0.4 12" RCP 2.50 12
' latest edition,2006 Hot Mix Asphalt Specifications and Manual,and'Quality zone DTB Zone (City of Jacksonville) B 0.10 0.6 12^ RCP 2.50 8 ---
I Management System Maintenance Version",and shall report the testing and/or Number of Lots Existing 1 C 0.18 1.3 12^ RCP 0.70 28 --- �t'(N�AAp'O.
core locations,test method,results and D.O.T.allowable range or tokronce,as Number of Lots Proposed 1 P (�'„
• D2 0.06 0.4 12" RCP 0.50 40 --- O F8/tl'•.y
applicable.Subgrade shall be tested for density and shall be proofrolled by the Number of Unite 5 �•,�;Q;O 4;P••y.y
testi E Minimum Lot Size Allowed N/A D2 0.09 0.5 12" RCP 0.77 26 --- Item �,
rg Engineer or the Engineer or Surveyor will issue the Final Certification. D3 0.09 0.5 12" RCP 1. 0 20
Base and pavement shall both be tested for density and thickness.If Parker b Average Lot Size N/A F 0.15 0.9 12" RCP 1.14 35 --- u i 14b75
Note: Associates is administering the construction they must also proafroll the stone. ownership status Fee simple G 0.19 1.1 12" RCP 4.17 36 '\' I.
Twenty-four(24)hwr advance scheduling before proofroll.Testing for pavement Type of units Commercial H 0.37 2.2 12" RCP 1.41 92 3�1�"2 9s''•So •` "
Contractor shall insure that he and all his workers(contractors,subcontractors and shall be certified by either a professional Engineer or properly certified QMS
Density nN/Aet --- OJJvv 1)'¢�N gP+•',Q.vp"
Proposed Ose(el Retail Shops I 0.17 1.0 12" RCP 1.03 58 --- �`'r,;y ,
other site personnel)do not damage construction stakes or other measures used in technician and shall be in accordance with QMS criteria.Required thickness for this
Y
y, Existing Use(a) Laundromat 9 Garage J 0.30 1.9 12" RCP 2.73 22 --- "'u sss`
kying out the project whether by the Engineer or another entity including thox project is m shown oe ihe plans.Note that thickness for widening or turn lanes is water 3erviee coo M 0.09 0.5 12^ RCP 1.7 9 24 ,
undo the employ of the contractor.Contractor shall coax his workers to observe greater than that for internal streets. sewer Bernice CDJ --- Grading,Drainage,Erosion and Sedimentation Control Plan
r1 and verify to the fullest extent practicable that stakes,other measures and grades 2.Minimum Demitia: Existing Total Imparviou9 Area 79,718 a.l.
PL, are,or appeartaf heat rateardcarrect,andimmediately,butpriorioary SabgradelW% Proposed Total Impervious Area 59,992 a.f- O-CiA CHANEY AVENUE SHOPS
associated work,notify the staking entity of arty potential conflict,error or question Stone Base 100%
I regarding the work The Engineer shall not be responsible if all of the above meamreo S 9.5690% Tax Map 419, Parcel 16 PIN 437606391460 c-Varies RCP-Reinforced Concrete Pipe
are not strictly adhered to.The Engineer shall not be responsible where due to damage, I 19AC 92% Deed Ref.: D.B. 5758, Pg. 301 tc-5 min. CFS -Cubic Feat per Second 420 DhanTwp..Oey Avenue
A his staking can not be verified.For critical or costly components of the work,where 825.0C92% M.B. 81, Pg. 212 110-7.17 in/hr. LF - Linear Feet Second Jacksonville Twp.,Ondow CO.,North Carolina
r the contractor believes that staking may not be preserved,the contractor shot request 3.Notify the Engineer or Surveyor,who will issue the overall Final Certification,of all FPS - Feet per Owner:
G5' Developer: and Associates, Inc.
NOTE: Bailey Family Ventures,LLC Bailey
the staking amity to place staking in on area where its preservation can be insured. phases of Roodway Construction. 405-D Western Boulevard
4.All metal used for any type of catch basin or inlet shall be long the
ing the USA. 1.Contractor shall use invert elevations shown on plans Jacksonville,N.C.2854E 408-D Western Boulevard 5.Aminimum sight distance of 10'X70'shallbemaintained along the right-of-way of for construction. Grades shown above are rounded.
Ye all internal intersections. 2. Lengths shown are from CL catch basin to CL catch basin.
Jacksonville,North Carolina 28546
6.20 foot radii at right-of-way intersections,30 foot radii at edge of pavement g pipe will be less. [phone]
Intenections. Actual Lengths of
e 3. RCP shall be Class Iv. GRAPHIC SCALE: 1"=20'
7.All culverts under streets shall be reinforcedconcrete per North Carolina •
aDeportment of Transportation spocificeitione unless otherwise specified and/or DATE 10/12/2023
approved by the Engineer and/or Department of Transportation. 0 10 20 40 6 U
B• ,All roads shall hepublic and bulls to NCDOT standards. SCALE: 1't=20'
u 9.There shall be no encumbrances within the NCDOT Right-of-way. FEET
10.All materials and prootiws shall meet North Carolina Deportment of Transportation
$fans. TIDEWATER ASSOCIATES INC.
nIt,For other detailed construction notes,see plan and profiles. s
Rev,03/ll/2024KHW-ReNsiomprrCOJErmianCommolmNew neMbok:N/A Consulting Engineers - Land Surveyors - Land Planners
Rev.0V3V2024 KHW-Real.far signatue Dlek Name:Arad 3003 Jacksonville,North Carolina
6 Rev.01/23/2024 KHW-Revise address in ri5eblock filename:Sterbucks Chaney-Site.dwg xtw P.O.fox 976 - 306 New Bridge Sheet 28540
C.noet
v Rev.12R2/2023IDIW-Add Crofewalk,Volt Addressee,Accessible Way,sidewalk,bike rack,H/C ramp,Hese Pull lengths,reNuentwnce radii and address intitkblod Job Na.,8230503-8363 Sheet 4019 Phone[phone]-www-TidewaterEN -cam Est.1961
'o Firm License Number:F-0108