NCC240706_Site Plan or Location Map_20240415

8B,,b,,,,,,,
t-f.. , *
Engineering,LLC
Phoness. CAROTIN E Main Street,Sorts 201 0 Civil Construction Plans RTAP 01
Rock Hill,SC 29730
Phone: Jona)an R.Mu
Contact: 11
SJonathan R.ordo cMdre:this review was carried out
Plan E he�f'I's Part OT�f'tN@murdotkl(�rbn the information
Overa I A royal As Of The This
by the design engineer. for
toper: ,,s5 LT h,LC This review was done using the
Followings 'e 2/2r: t minimum acceptable standards of
Greenville,SC 29(ogle applicable jurisdiction. Davidson Murdock Engineering
Phone: (80haelJo7544
Conta t: Michael Johnson
�1ohn50 t rt� 116E Main Street,Suite 201
A — — — Rock Hill, 2 630
KM ^ 9730
[phone]
Harris& to \
Teo=r=rc cr,p,np Engineer:
TOW-I FLN t Work 03,ra L ngineering-Trey Akers-
Email: ApPP9aaeilliRai t2024 tt\ C''''''AR
Erosion Control&water Quality Inspector: \ \ P h a s e I I / /2 Land Devvlrtletyt-Adam Nowocin-Approved-2/$9/2024 � w
r9• n-9osa \ E iw SEAL r'? E
050079 iv,
Land Development Inspector: Parcel ID 4654081653.000 =9'� ��o`'`
Heather Davis
[phone] /yd ���:
o ,1NR.VO
Zoning Inspector: \
Vitoria L;chtenfeld \ Town of Davidson, Iredell County, North Carolina / 02�''r�bZ4
[phone] / at �� ,,, ,,
EPM Reference Numbers: \ \ -/ :ss�� pFEss 0,�(/�9
EPM # 455229 �N Ro
u359628 Construction Plan \ \ - Q 9
/ _ SEAL -
#455229 Construction Plan(RTAP 01) \ \ / / // / FN 254aGv ``
\ \ / cv.GMEER
���fNGINEER\ 0
\ \ _ I ' / -----
\ This drawing and the design shown[hereon are the property of
\ \ i ' ' / MuMock Engineering,LLC.The repmtluNon or unauthorized use
without written consent is sin prohibited.Furthermore,this drawing
shall not be used for construction purposes until the engineer of
---
\ / ]ILLIANS l N' a ale has delivered qui edfetl and sealed pales the appropriate
/ / :------\:-
60' Parttles one all requiretl fees nave been Pale.Permits nave been
acquired,antl easements have been obtained to do so.
\ FI RIw ©Murdock Engineering,LLC 2024
EXISTINGMap: •
\ _ ��'\ \ � LOT I / ROAD
\ \ IJ / f / CLO
---:-
V \V A\ ��� #222 / Q� LOT t / ot"c
\ \ \ / ''��' Q, #2 / VAIII
0. EIM
\ \ \ LOT r / / Aanm
\ q LOT
#19 LOT #21 0- LOT
\ / \ \ LOT #20 #3 /
/ #18 \ ��\ #19 / Scale:1"=1,200'
\ O f Sheet List Table Drawing Orientation&Scale:
/ \ / t o Q sheet Number etTtle,,, 4,,,,
:d :
tit
&Demoltion Planase 1 f
\ ' i /
\ LOT pL�EY#3 / CS Erosion Control Phase 2 To,
-' 7 , \ \
/ \ #16 p , poS LOT C6 Grading&Storm Drain Plan
\ I / #5 c7 Landscape Plan 0 30' 60'
/ \ / / ce Alley Profiles CALE:1"=30'
\ \ \\ \ LOT \ ' / c9 Drainage Area Map
\ J #15 cm Details Date:
\ n \ / LOT / C31 Details February 15, 2024
/ t LOT clz Notes Revised:
m�:Ct- #14 ; // 10/06/23 Minor eLayout Revisions
\ \ %IS tt / / Q. 10/16/23 Per Mecklenburg 2n
// \ 7 / \ LOT ' g / County Pre-Submittal
/ / / t / LOT
\ t / #7 Q-s / 12/13/23 Per my e Mecklenburg 3�
/ • �cp / County Review Cycle 1
/ \ \ �� / (fie°,,+�� / 01/12/24 Per TOD Comments
Q
\ \ \ '' �8 Q~ EPM Name:Davidson Pointe
Q / EPM Number:359628 02/15/24 Per TOD Comments
\\X, / LOT\ , -- / RTAP Scope of Work:
\// \ / \ t/ #9 / 1. Change Engineer Record(Entire Civil&Landscape Set)
((( 2. Remove 1 on-street
parking space(Jillians)&add toff-street parking space(center
\ \ ' / \ \ LOT /' / island)
\ \ t #10 / 3. Add proposed CUB location(center island)
I LOT 4. Expand Proposed Alley#1 Right of Way&Pavement Section to accommodate public
\ ------z- 7 --
\ #11 / sewer Civil Construction Plan
5. Remove One Way Alley between Jillians Le.&Caladium Dr.right of ways in place of 6' for
\ #12 /' / sidewalk w/public access easement,common open space,&landscaping
\ \ \ / 6. Move proposed storm connection&SDE from EX CB 3 to EX CB 8(Bridges Farm Road) Davidson Pointe
\ \
/ /\ \
\ \ I /- 6.1. Associated COS&sidewalk connection to shift from lots 7-8 to lots 6-7 Phase II
\ t\ 7. Minor grading&storm drainage revisions required of above revisions and as requested Town of Davidson,North Carolina-
/ by proposed builder
V
�� / Prepared For:
\ \ JES LAND, LLC
\ / PO Box 5835
\ / \ //\ Greenville(704),SC873-7544 29606
/ \ Project Number:
:,. N \_Ft
/ v �� // ' 2214
\ \ / Sheet Name:
//� // \ Cover Sheet
y° / BEFORE YOU DIG!
I. \ \
CALL 'i-800-632-4949
3
\\\ \ / / —
/\ Iv.c. i011,1
S THELLAyyEIV TER Sheet Number:
Cliiiiii

3 0
NORTH
.s� ``_ ,,s „� IREDELL ZONING // General Notes: Engineer's Notes:
8B �� DISTRICT°RA°
F'Mirr; " '-�..� oAN "•"'�"�`wi a"" °"1O) / i ,, 1. Coordinate all curb and street grades in intersection with inspector. 1. Contractor shall notify the Engineer of work 48 hours prior to commencement of construction activities.
/' N.xo
" �,:'• --'� _ __ ---T• / 2. All road improvements are to be coordinated with the Town or County LUESA prior to Construction. 2. Contractor shall be responsible for obtaininginterpretations for anyquestions regardingthese drawings prior to
P P
%'-�..-- ,'t,.,,,,.•', \•� �•\ � d� / :/----- 3. Sight triangles shown are the minimum required. commencement of work or obtaining of materials and shall bear the cost of all rework if not property coordinated.
1. ;"% ,;- ',.�; _ \. 1 \• 4. Approval of this plan is not authorization to grade adjacent properties.When field conditions warrant 3. Contractor shall provide Engineer Record Drawing information from a registered land surveyor upon completion of /
Note:t rew was cardejfnUC' ` "'�•'.• `\ \ IISDELL ZONING
e based./4he for on _ -. _______________ I `•'. / 7 off-site grading,permission must be obtained from the affected property owners. construction.
Plan heel Is Parr lP At- �;- \ \ DISTRICT % r' may requiredbyrepresentativev, by (MCLDSEngineerresponsiblesafety 9
provitl;:.yth gn�ngi�eer�; � �-�` `� - ;'»., w� `\ \ RESIDENTIAL � � 5. Handrails be a of the Count if warranted field conditions. 4. The of record shall not be for the enforcement of measures or regulations.The contractor
Overa I Approval As Of n,4, .iew a A6ng;he n I x 'v \ I >7 , le 4. 50.04A,B) shall design,construct,and maintain all safety devices and shall be solely responsible for conforming to all local, /
e ,
9 n t°I.•I:- r_ I ' / // / 6. In order to ensure proper drainage,keep a minimum of 0.5%slope on the curb. state,and federal safety standards,laws,and regulations.
Following Date 2/29/2 ,'\ dmdm p xdd g .w aA$ _§._' -_'',
�- thZ'�app )e.p, �t r dW JC< ` r'--- / 7. Subsurface drainage facilities may be required in the street right-of way if deemed necessary by the 5. Contractor shall adjust all proposed and existing facilities to final grade.
-°ram ._ I:__. �' Murdock Engineering
- 6 a, t �•`.� _'��; inspector. 6. Contractor shall notify Engineer of any discrepancies between the field data and the information shown hereon. LLC
r!-'> OZI) .jt `h -..-_ _ (�`� I, "��, E��P" - '� (. 8. The purpose of the storm drainage easement(SDE)is to provide storm water conveyance.Buildings Engineer shall not be responsible for any work done without proper notification and coordination. 116 E Main street,suite 201
A-- _i_`1ry ).I;. ,.' _-"A -� IItS' r+ r / ,'I/ , are not permitted in the easement area.Any other objects which impede storm water flow or system 7. The Engineer shall not be responsible for or liable for unauthorized changes to or uses of these plans.All changes Rock Hill,SC 29730
/. i ( 'l : 'ff �,�.1' I, * �i ; %r maintenance are also prohibited.Property owner is responsible for any onsite SDE. must be in writing and must be approved by the design engineer prior to implementation. (sos)76za6so
I 1 ••v }! - ritririn771731-1'
.� -,� - 1 �.„x, ` �I' 7000. � j ^^-•• 9. High Density Polyethylen(HOPE)storm drainage pipe installtion within the existing or proposed public
8 • �' / street ri ht-of-wa must: Project Contacts:M / I" ° - 1 t � C--"'e '� Pavement Notes. g ter.
9 YI � fa If*li`� I 1 I"""' ��I�'L I. lit �� 9.a. Be approved by the Public Works Representative from the Town prior to getting plan approva. En In' I,mm � llj If°�s°S ak'�I 9.b. Be approved by the County's inspector prior to any backfill being placed. 1. Heavy Duty(Alleys)-MCLDS#11.50 rirr�e „iwe .+ilk'^U, I y 3 3 i 1 Civil Engineer: Murdock Englneering,LLC `�".
t P
I "«; �'" -`•w, �1 9.c. Backfill material must be approved by the County Inspector prior to any placement of the material 1.5"S9.5B Surface Course Address: 116 E Main Street,Suite 201 »t,�N C?R j2%,
I/ I• ,/ .- -T'- L within the Public Street right-of-way. 1.5"59.5B Intermediate Course Rock Hill,SC 29730 //-,er-��y,„p ��
l CC - PHASE-2 10. The developer shall maintain each stream,creek,or backwash channel in an unobstructed state and Phone: [phone] °_-
PHASE-1 ✓ i ! 6- P 8.0"Compacted Aggregate Base Course /°;i
+\ w;„wa d �,y�'[�f _ shall remove from the channel and the banks all debris,logs,timber,junk and other accumulations. contact: Jonathan R.Murdock,PE 5 w SEAL ' '
g•, a -W.1 'Ir Email: JonathanSmurdockeng.com °
y\ Af f 4 I }P''I I IP yi 3 3 6 I - - - -! 11. Retainingwalls>4-FT(residential)or 5-FT(commercial)in height requires apermit from code :� 050079
-u;}-- �, I a '- I 9 q 2. Jilians Lane Overlay ° =rrc
•t\` I - .I 1 -I'6 k I ht I I ps1' III - -' ' am 1, ° : �" enforcement prior to construction.The Engineer of Record for the retainingwalls must certifythat the -0 A. �,c,..
,,. T� .. I�u r,C k 9 1"Overlay,S9.SA Surface Course °•. o
Kam-
`• ,i o•-ll, -m h-.ivt�4_/1. 11 ( La-J i! - = """' Address.
,co„*�:.__._. =_...r_..,'� 'f o`" 12. Retaining wallsrinvol involving specifications culvert or located within the influence of a road must be reviewed and Po Box se3sC 9... R. ...."",-
•�•.' • .. _ .- 3. Concrete Ribbon Developer: ,per
t•
'� '.t �'- „i -I f:. 7�', ),-f-w . '+sue" ...�••?� / Greenville,SC 29606
�••` _ „k°.:.�- \ - - ;. m I ), $' approved by land development.Culverts must have headwalls ore be collared. 8"Thick,12"Wide,4000 PSI Concrete Phone: [phone] e.PI` T62.4
�`'• .. j '° I, a •' - ' OPEN SPACE
,: i �, ql ;% ,� 13. Construction of retaining walls cannot begin until al necessary permits are acquired. Contact: Michael Johnson
+., J, „� .,,, v`4'% • 14. As-Builts for storm drains e s stem com onents are re uired.As-Builtsare to include invert elevations Email: mlchaeljohnson(tLthejohnsongroupnctom ` c.
LAW oxMosw •N;\''-'., .I. 13.--„kj � ,L�;IGA / •yr »,„ T 9 Y P q 4. Concrete Curb v.♦�1N�CARp��,,,,
_ __ _ �/ �- of all structures and culverts at juncture points,length of culverts and computed slopes of culverts. See Detail Sheet C10 STD.#10.19 O °•°°°• 2
�'4`- _17,w � T -' " ® --- `- / 15. Non-standard items i.e. avers,irrigation systems,etc in the right-of-way require a Right-of-Way is- Ess/oN°:- i
yR if, 'j� ' -3 ��g- °FQ�s„I g yj, ( P 9 Y ) 9 Y q 9 Y Surveyor. R.Joe Harris&Associates,Inc.Ioc e Qp ie e
e �''., '�m r x $ ,�,,,5 a-"e.. t-I-1
$ /l Encroachment Agreement with the Town of Davidson. 5. Concrete Sidewalk Address: 1186 Stxeecrest Blvd. SEAL Si,
L4'A.\,s \•�:% »�,,,m E,... $..•m,j..,�'i,,>.,,'i0�,..$m«'j r.SToga Cay,SC 29708
16. Standardparallel parkingspaces are typically 9'x22.The Town of Davidsonplanningstaff has isisted
- -- ---�--g- -"�"-'�`-- -^ w--� that this roject haveparallel parkingp a maximum of 7-FT wide.The have been revised 4"Thick, 600 PSI Concrete Phone: [phone] = P- 5 °
3 254
�V m __ ;_ ss - - - project spacesplansContact: Ken Green,PLS 9��q FNGMEER� °°�?
•\` ==3:` per the Town's request,against the advise of the Engineer of Record.The smaller spaces increase 6. All concrete work will have appropriately spaced Email: [e-mail] �'.�U°°'
%JB •. \_� ::a's, ^-,_•._-_ �.S j"�•'� % potential hazards to motorist exiting their vehicles adjacent to the travel way. control and construction joints. ''.,,rENGIN-V'..."",
� •♦ _ ¢„,� .w,,l P) &water Quality Inspector:
/ IRETJELL ZONING DISTRICT 17. Dimensions from Back of Curb(ty . Erasion control
R xto,N Corey Priddy
"•1 ,..."3,Ps` •'gnu• -°°" N ��•�• 18. All curb radii to be 5'-0"U.N.O. Note: (9so)7z1-9oss
•.n f?.R°,,•po g� / All fire access roads shall be capable of supporting this drawing and m<aesign shown thereon are the property of
/ Utility Notes: 80,000-Ibs for fire apparatus.A minimum of 6-inches of land Development Inspector:LAKE 0010SON
Murdock
1 / Heather Davis Engineering,LLC.me reproduction or unauthorized use
compacted aggregate base course meets this requirement. without written consent is prohibited.Furthermore,this drawing
/ 1. Contact the Utility Company to relocate any existing utility poles.All Existing facilities which conflict [phone] shun not be used for construction purpo..s until the engineer of
4 POND VA°0 'Jfi0 }��/ d has delivered signed and sealed spies m[lie ahob been
1p0 20D •00 rvc g with the improvements under the scope of this project must be relocated at the expense of the zoning Inspector: parities and an required fees have been paid,permits have been
OVERALL SITE PLAN x Applicat. Zoning Victoria LiChten eld a•uir tl,and easements have been ob allied to tlo so.
[phone] ©Murdock Engineering,LLC 2024
Graphic Scale 1'= 200 ft. 2. Before you digSTOP.Call the NC One-Call Center at 1-800-632-4949.It's the law. Notes: I.
3. All installed utilities must meet the DPO screening requirements Map:
1. All streets,utilities,and related infrastructure shall be constructed to the Davidson Planning Ordinance i
\ \ \ EW CONCRETE CHRISTIAN C JENSEN I NEW CONCRETE -- requirements,the Charlotte Water,the State of North Carolina,or other applicable jurisdictional agency, .,
\ \ \ \ \ D•�VEWAY APRON ADDRESS#114 DRIVEWAY APRON �' NEW STANDARD following c
PROPOSED \ iCLDS#10.27A PID:4654080933 MCLDS#10.27A CROSSWALK(TYP.)PER , g the more restrictive of the conditions. c4
\ \ \ Dt,ENERGY
q CONDUITTEE
\ 10'-r 2'WIDE MAX _ I 10'-12'WIDE MAX EXISTING TREE(ion DETAIL THIS SHEET / 2. All streets,including alleys,shall be dedicated to the Town of Davidson for Maintenance upon satisfaction of BRIDGES ROAD
\ \ \ CHRISTIAN P ALEGRIA \ otoos TE 180000GvuNrtEo.000 - xc"� C" I f NEW CONCRETE CHRISTINE ANTHONY / conditions set forth in the Davidson Planning Ordinance.This includes but is not limited to Milan's Lane after
\ ADDRESS#118 \ NT (70a)a07-7837 \ xrRe I DRIVEWAY APRON ADDRESS#106 / / ownership of the right-of-way is assumed by Town Directly From NCDOT.Per requirements all facilities shall
34,
\ \ PID:4644988880--5-\ NEW 6'PLANTE arveaera PID:4654082945
\ _ az onK MCLDS#10.2]A / be bonded and constructed by the developer.
\ -�\ \ \ - \ \ IliSSA HOWAkD ► -�: �k0'-12'WIDE MAX ' / aonDOREss wxzo \ .�� �_. _ _ _ / 3. This site d vested and is exempt from all water quail ordinances and detention requirements.It does note
\ \ 4644989827 - -- �s -- --�____ u I xxgFER,.urvE require any additional measures.The site is vested with a previously approved plan that pre-dates all water
\\ \ \ \ \ - - STOP BAR ��-- •-� 1 -� 5NEW 9SAOVERLAY / / q tyMt`'T��• ury and detention ordinances. ,>\ \ _ , =-�e� - _ / 4. Survey provided by RB-PHARR from June 15th,1999.
\ \ - STOP SIGN RI-1' -->� NEWS-PT // .\ \. - \ \ m /I .�, � 5. U dated survey provided by R.Joe Harris AssociatesROBERT&BECKY\METZGER I \ _ � - - - ----r--- NEW 18"CORB- •
_ •� SIDEWALK ;�p / 6. The 6.95 acre park as shown on the record plan map MK:48 PG:101,shall be dedicated to the Town of �'oow`'.•• SITEADDRESS#�117 i \ '-\\ 7.0 - - 7��_ .� -
YB 6'SIDEWALK/ `� . _ _ NEW 6 PLANTER - --- /� Davidson at the time of recordation for these final 22 lots.
PID:464498 44 - y wa7 •' _ I /
6 \/// _ C.O.S. e , a - _� - o I�LIq ® % 7. There are no screening or buffering requirements for this phase.
PUBLIC ACCESS �_
i.
EASEMENT '�� „..A.......___.
� •� �-_ __ _ NS LA/ - I
I r�I//'
wiri
t f0. - _ o _ 6p-FT -
NEW4LF CURB&GUTTER i �� d ® �._ - _-\� p �W w
EXTEND ROAD AS SHOWN& \ / k,.s R 5vo7 x•ss z x=s �$, - XISnNG __
RESTORE EXISTING DRIVE �\ / 5+'''J / r,i ILA 10 p ''°- �iL�.,, �` -� �'Nr`W 6 FrREAR YA , FT Z de Sum SC 0\ R z -' . -- SIDEWALj o g o maryale:1"=1,20 '
/ / i 'u / / LOT CURB / # 12'RIBBON - j �r, -_ RD O Project Name n Davidson Pointe Phase IIn CCURB 4 NEW PARALLEL SPACES , '� I Drawin Orientation&Scale:
-- / #1$TRANSTION MCLDS• #11 50 ��/ � �, � vstgn I _ 9
:� Owner JES LAND,LLC
•
-1 III I TRANSITION _ 't . 1ao\ on anm \ Zoning Lakeshore Planning Area per N
------ NEW ADA RAMPS �II - -Mood- I J a I ;,'El'
re I LOT 4fir
o aPovaovlo[o Bm EN�xnn"r;°u ��� movGaevuc\\ vest n9 rules,currently
&CROSSWALK I'• a / T r��j• • NEIGHBORHOOD GENERALI'; I OlriLOT #22 "�i COORDINATE RVENERGrurvnxocoM P°•+ i�1 non PLANNING AREA
LOT g ILo 1.5
#19 LOT n)607-727 E TEETER '"�7'1 Jurisdiction Town of Davidson
. ; - Ex.s Fr SIDEWALK #17 24 VALLEY URB d N #20 LOT LOT I / Nit44/ �uM / Iti
Proposed Use 22 Residential Lots ►
#21 30.0'R/W 12'RIBBON #1 I/ / lJJ� / nv
I I" -Mood- I I I CURB \\ T� •�.' Land Area 193 Acres �'
DANIEL D&JENNIFER E BEREI 47
Gross Density(Phase 2) 11.4 DU/Acre
ADDRESS#115 it I D \ / -- nolSanrnv
PID:4644988692 i.� l� LOT gl =1 I © / `moo LOT $/ } A 0 30' 60'
26.0' //3 O $ \ ]''/ ��Y Total Lots Perm tted 194
• C #16 yl I / STREET ti p #2 ®' / •° STREET LIGHTS SHALL Existing Lots 164
vi I;: 20.0' LIGHT 2 p \ ; '� °•4/ / COMPLY WITH DPO AND SCALE:1"=30'
Ex s sir srDEwALx�� I' woo / / \ep './ / • MATCH EXISTING LIGHTING Proposed Lots(This Phase) 22
z3.o' / / �� 3 FT SIDEYARD,TYP
I 1 L za R ssd 4 .� / Date:
- CURB
1\ 1. L/ \ '% � Total Lot Count(All Phases) 186
] - LOT g \ �9e'- s °�° y�i LOT \ �� ./ ¢ / TIE NEW 18"CURB February1rJ, 2024
•:I I� #15 R \ ' . , z0 s3 t L/ \ #3 "° j q �/ // TO EXISTING TOIaI Approved Densty 4.19 DU/Acre
v od100 P e e y�" \ /• Actual Total Burldout Density 4.02 DU/Acre Revised:
EXISTING RARALLEL PARKING ,U,,"" +-- .-/ �:
� . 0In �1L -I KIOSx .f% - o+ \ 41 / .//Q- L, Tax Parcel ID 4654081653.0000 10/06/23 Engineer of Record& 1n
•J Q / Minor Layout Revisions
L 11, -_ 18'C&G �y / '/ 2C>/ /• \I Yard Requirements y
I LOT LOT LINE JJ B T w I � i / .°, LOT •s / / / / Wit, NEW 18 CURB&GUTTER FRONT YARD,O Ff
#14 (TYP.) �/ \ /�, " REVERSE PITCH Setback(Front) MIN. 0 FT.;MAX N/A 10 16 23 Per Mecklenburg MATTHEW ELGIN 0-y x l 0 \` L /V cJ
ADDRESS#111 • -room- / /\\ 24 VALLEY\\ / %Q / TYPICAL LOT Side Yard MIN. 3 FT.;MAX-N/A County Pre-Submittal
PID:4644989516 5 ,�7� t/ ,<e5. CURB / f:/
ILm f � 4, ",-,-/ ]]ttQ�� / /: Rear Yard MIN. o FT.;MAX-N/A 12 13 23 Per TOD&Mecklenbur 3�
f• Q • t� 55 pX .% . / 8 NEW PARALLEL SPACES % / 9
P V \ Qa\ LOT ' • ♦.- p 00 \ / '/" MCLDS#11.50 Watershed Lake Norman W5 IV Critical Area County Review Cycle 1
TIE NEW CURB TO EXISTING f.. #13 /�/°x Y LOT \ V M/ /� JES LAND LLC
\ " / #5 -'i° / H' �� ADDRESS#217
° 554 /�� �� / / /• �� 01/12/24 Per TOD Comments
ak11 PID:465408441]
r:. "- a=zt a • ���*AA OPEN SPACE/PARK .�.N
PROPOSEY.D CONDUIT o+oo !°` ,®,1i.• / // / o$ HI-VISIBILITY CROSSWALK I I STANDARD CROSSWALK
#1• O NEW STREET TREES y >
Nn OORDINATaWITH RATH o on - STOP SIGIy't1'ik�3<-55-- ALLEY 6, • �� LOT •/ % t Ex .' a< 02/15/24 Per TOD Comments 5�mortoma (7oa)s07-i837 'I I S5-<j 3+oLPR°PpSo FT•W a 'sy \ \ �4�� #6 >✓•�/ .i / /` SIDEWALK
gg,"r m •`0"°"A ¢moo
I • STOP BAR ! ,` / •/ j 33 2" ti DIM. °oy2
DUSTIN DRESS IFER FRTZ E:;I •s - _ --�s0 LA,- NEW 5' f',, I .._ •/ / / //%,' 1I' ir3gm SIMI. r,�¢C2
ADDRESS#10] '.) CU'B (s 17.60.r ztw R R SIDEWALK �, ' Exm"vuxrea "�..// / /� z mpG / 11.1 1141
txoesLux LINES rs�2
I NH yOw
PID:4644989520 '' fRANSITI"N �i's° l s. I \ �,',,, G •• / or PAVEMENT Ca 4T�"'m ® iii oN�
1 LOT l� �, "�;•� EXISTING EDGE
i„ G �.�
PROPOSED ADA RAMP \�p,\PROPOSED 15.0'SDE '��04 rF� /••// 18.0' // /�/ w m zK MITE LINE
o
I I Jz, 10'/5'FROM PIPE CL �, -
&NEW SIDEWALK irl
LOT CCC \ •/ ` Civil Construction Plan
1""�, '/ • :,1 . for
:1 �1�4I LOT \ #8 � ,-,a',.°/ •// /i ''✓ • _ noaax ,.`
TIE NEW CURB TO EXISTING Y I'3I3 LOT G LOT LOT [ #9 �\ � 't':�/ // / -� LINE �, Davidsonante
h: #12 $ #11 • #10 2 / ,� m P
x. �IpE o
MARK C FOLEV '
o IS: LOT LINE \\3'SETBACK //� f TIENEWI8"CURB © Phase II
ADDRESS#103 _ a //
(TVP.) (TYP.) ]" /.� TO EXISTING 9 I N sin
N PID:4644989464 I,� I i •"..;:,.
• // SDE NOTE: T s= -=:< Town of Davidson,North Carolina
\ L' IEnssio 6-FT .`i • / ALL STORM DRAINAGE EASEMENTS"SDE"S LL COMPLY m a ra nx RIM 0
SIDEWALK
HA
N \ I s1^ • / �)<\_,/
WITH ALL COUNTY AND TOWN STANDARDS. 9 m a I.y Prepared For:
s 11 • z.o E.,2 JES LAND, LLC
j/ ) \ - 4 R - ♦ PLANTER EXISTING s a g° o i-„ Greenville, Co 29606
tl s �, - / Ex.CURB m GENERAL NOTES F Gi cc [phone]
_ .. B e�. xE xINT,x x am-. E t THE xINIYM ilr of$T"NBNxb C'x089U.Lx8 Ta W W
r aF xi vxsream urossN"Lxs is Project Number:
•„ 1- i-.-J 'Orgi r°x°xG r�T�aLis�p a :284xp,xE 2214
. -- m w Br"ro'ma TM�.rNE°IxNEI cox EsxoNmNs wEELCw.ix R.r.s.our?fir` a a_
i �EC RB ' x x Nm u,x INTERSECTION RADII.
Sheet Name:
•
g Ex.ORB - TO EXISTING CURB PHASE-II SITE PLAN CROSSWALKWITHIN LAREA.BAAS F ABUT ELCHPLACED FEET AMP. PLACE
TO as PALALK LANES. NOT Bet
- _'= �'+: -I LEGEND n o L EASES n,N IRE LOCATION of Site Plan
♦ o z
o �� � ��_ � xNEBLgp,3x x.rrEe�Ei�ErBte,x°"° FL,we1� PI
c
£' // "I _,-. .,' ].0' NEW 18 CURB&GUTTER NOTE: j DIRECTION FLd.
dI \ / REVERSE PITCH SEE LANDSCAPE PLAN SHEET C7
Y S a ' -+--EW 18"CU ! FOE TREE&SHRUB DETAILS /rl\0 NNEELav,zx xnw
'- \ i / .� 4 NEW PARALLEL SPACESSHEET I RB
Sheet Number: /'`
v s,�I V /j� TIE NTO EXISTING MCLDS#11.50 1'LOSOrO7 1205.07 C 2

.u.svo.,.---.00
68,46..
CURVE TABLE
_ CURVE LENGTH RADIUS CHORD CH.BEARING /
Note:this review was carried oat C1 31.41 20.00 28.28 S64°25'07"E
Plan£heet Is Part Of The based on the information
Overa I Approval As Of The ;is
by the design engineer. I C2 315.35 325.00 303.12 N42°47'05"E
PP This review was done using the C3 39.40 20.00 33.33 N41°27'22"W
Following Date 2/29/2024 minimum acceptable standards of
the pplicable jurisdiction. C4 140.88 3611.29 140.87 S80°58'57"W Murdock Engineering
RTA P 4 5 229
C5 136.10 590.71 135.80 S73°15'52"W 116 E Main street,sake zoi LC
- -\ I Rock(803)1762-7630 0
\ --- \ Engineer:
\\ \ I N CAR
-\\ \ \\ CHRISTIAN CJENSEN I ..........n/2
------ MELISSA HOWARD ADDRESS#114
-- \ \ \ \ ADDRESS#120 PID:4654080933 ;/)�• 9i.. E.
\ \ \ \ PID:4644989827 I CHRISTINE ANTHONY >r SEAL ze
\ \ \ ( ADDRESS#106 050079
\ \ \ \ \ PID:4654082945 L.'S ::,•V
\ I sr
�9''4A/R.b...
\ \ \ CHRISTIAN P ALEGRIA \ nrv>:� -
rtrvERe1RCH
\ \ \ ADDRESS#118 \ \\ _ ..,
\ PID:46449888XI-'\ \ // /// //
Of Z
...... ............................
\`-/\\\\ \\'' \ \\ .........�• ,., \ ___ 795� ... - az nit - •- .......-....-.................................. DemolitionClearing Notes:
•
\ . \
\ \ - _ —- ' / 1. Boundaryinformation taken from a survey prepared H u\ \ �� \ \ `. - - - - - t _ - dry - } // and Topographic rvebyRl 3 ?o¢p SEAL 0`/�9
.7...40. ...... ,,..... --- :.,? IJ —�—/ �// Surveying in September 2015. '"
2. Contractor shall remove all existing trees,concrete,asphalt,and other existing
..............
P 2545
\ --
ADDRESS -`• ....._.......................................................................... .... __ location.
structures indicated on the plan.Contractor to dispose of all debris to an approved
\ ROBERT&BECKV ETZ�CER i \. r -...::::::........................................... LjA _
\ #ill •
- _x............` _ 3rmnt
Illi
\ PID:4644987844 \-•••••--..- - ,// Contractor shall be responsible for repair and/ payment of any damaged items to
...........................................-` remain.
"- - Exls - // %�//z s�/ lcurbs, ree ildfegs�utili utilities,
nner itefrom t roc
adjacent s,buildings,
°..,,,fNGINEE Co°•
- 95. SAWCUT AND REMOVE "::::::; "" -- ' -J '� 4. The location of existing utilities as presented are approximate.Contractor shall WA drawing and me design shown mereon are me p,opem or
\ \ i' \ 1-FT EDGE OF PAVEMENT .................................................... ...
\ _ __ .................-^ TO ENSURE A CLEAN.
locate all utilities prior to start of construction,and notify Engineer of any rnnmo:b Engineering,uc.,pe reproduction or unauthorized use
.......................................... ., withoutrc written consent is prohibited.ed.Furthermore,una this dross,se
- all underground utilities and shall _
EX.EDGE OF PAVEMENT EXISTING SIGN
/ i%
/ ....... If(TYP.) ......... .........................................
TO REMAIN
shall not be used for constructionpurposes
•
•
j panbesrd bee and alllvered signed and requi es M1 eebeen n palls to the pe m[s appropriate
e been
\ "'����............... repair any(damage rice result of this
/ ..._.......,_.:.{........ _ c_..........: _ 5. discrepanciesg erated his clearingacquired,ana easements © nrmek Eng een za
- :................................... DEMOLISH&REMOVE .. .. ...
red fees
been obtained to do so.
��� J l.% _EXISTING TREES(TYP.) plan immediately reporto Engineer for discussion. M g uc zo
_ en bythis in
I
6verify closure and accuracyof curve dataprior to commencement of Surveyorshall s
s 7riry
\\.44. ......."...
'DEMOLISH&REMOVE .., - \ s
.............. / Map: m
1 90 T / `,\y field staking.
EXISTING TREES(TYPJ //^ 4 / - 1 / 7. Contractor shall make every effort to save additional trees whenever feasible.
�+ _, // '�> / 8. No soil disturbance or compaction,construction material,traffic burnpits,trenching
�:.) /. / / 'N P BRIDGES
• _............................. �;_• �:'y>J' or other land disturbing activit allowed in the tree save areas.
DANIEL D&JENNIFER E BEREI �' a:' % //a /_ /, /' y/ 9 Limits of construction on th s p an indicate the extends of a l ma) r c earin ROAD
ADDRESS#115 I i ...,.. .. - \;/' v I 'O
PID:4644988692 m ,,. ,... '♦'` required.Contractor is also)responsible for any incidental clearing required for minor
,n I'1 tt' RELOCATE EXISTING / R discrepancies in grade,utility installation,erosion control measures,etc.
-
' / ,, ,, ....._. GUV WIRE....... ...
•. facC` / . _785
•
JQ
DEMOLISH&REMOVE /
1 i ..; 7 ...
Y , EXISTING GRAVEL DRIVE / ,-' ... .... /..'. I�� �.'. "IIII ...
/ 4
• X
,. ,..� �y DEMOTREES
l�\ f
MATTHEW ELGIN \ /II _•
Scale.1 - 0
I' '
Q1 Drawing Eon&Scale:
y//s
.. w ,. " PIDD4654084 17
-'f' _ ". ................. .. OPEN SPA / ARK
e /
/ REMOVE
It
-........... `� ... ...... ♦ EXISTING CURB
liiir
�]rI� `/ a �` DEMOLISH& ill
I\
!- I" - DEMOLISH&REMOVE % 9 % °♦♦ ♦ \►
i EXISTING LANDSCAPING(TYP.) //♦// - / il.
DUSTIN E&JENNIFER FRITZI • DEMOLISH&REMOVE /� /
ADDRESS#107 'l `ix EXISTING LANDSCAPING(TYP) •
,-' �.�f J ''
PID:4644989520 { r } / / "/j %�� ;: //• DEMO TREES / 0 30' 60'
j1
SCALE:1 30
• ^ DEMO T /
/ •^ • nao / i i/ // - / Date:
SAWCUT AND REMOVE EDGE •% /% ;t
February 15, 2024
•
OF PAVEMENT TO ENSURER / /�. .// /. 'r /
'1 f . CLEAN JOINT(T'P) J i •✓J .i/'� Revised:
MARK C FOLEV • CBS I ,��(I\ IA_' (\ �' - 10/06/23 M190reLay0Uer of C Revisions
ADDRESS#103 '•l / ^^� • �� ♦% ,% • / /
PID:4644989464 :: ' 'c1Y1 • J /� fI
I' P , / ..: 12/13/23 Per TOD&nbur 2�
•
`� " % J/- County Pre-Submittal
X� � � � i' / ------- / 12/13/23 Per TOD&Mecklenburg 3�YY /`'
/ ' /\/li� / _ ! ' • County Review Cycle 1
• - . •e T 9 / -d - L - - 01/12/24 Per TOD Comments
m
•
-
v
/ -z1n ,dn �
' � �n �n ��n do n `
��, - i — -_ - �•.•. - / � •
02/15/24 Per TOD Comments 5�
NnouT ses V,. wn x — •� /
8P'f
T /
'_ , -,\ /, -:ep '- \ DEMO TREES /
•
.
DEMOLISH&REMOVE / / Civil Construction Plan
/ 9 EXISTING CURB /
/ TII'I for
• I i7.. / / Davidson Pointe
;I Ir 1 // / Phase II
as , I ' ''NA IsR SURFACE EL767.0 // /
/ Town of Davidson,North Carolina
S - - - - - - e{I III. /
1 / Prepared For:
f:,I JES LAND, LLC
_ / / PO Box 5835
`I / / Greenville,SC 29606
(.'J I P: / [phone]
/ / Project Number: ��i ^
d [• 1 t
P I.'
et Name:
z FIe / SheExistin Conditions
g k
f `~ - - - - - & Demolition Plan
2 ` ` J - CALL 1-800-632-4949
BEFORE YOU DIG!
v - - I••. / N.C. ONE-CALL CENTER Sheet Number:
j ' I Hs' IT'S THE LAW! C3

d-:...
TB
ence: c Erosion Control Notes: Enhanced Erosion Control Notes: General Erosion Control Notes:
Ee
TJx�'yNO F°+ -
L. `
Ureuing/Erosion Control plan ap. . . •Mei klenburg County 1. All"Std"numbers refer to the Mecklenburg County Land Development 1. Surface water draw down devices(risers or skimmers)shall be installed inall 1. Prior to construction of new pavement,site shall be graded so as to provide settling areas around catch basins.Catch basin rims shall be set at finished
LUESA. Standards Manual(MCLDS). seiment basins.Forebays shall be used in conjuction with all sediment basins. grade.Areas immediately adjacent to basins shall be several inches below finished grade until pavement is constructed.
2. Setup an on-site pro-construction conference with the ollowing departments: 2. On-site burial pits require an on-site demolition landfill permit from the zoning Rock forebay embankments may be used in lieu of porous baffles. 2. Erosion and sediment control measures shall be in place prior to commencement of an site work or earthwork operations,shall be maintained during
UES rQgiion Cont oitiniiLt6P,wlf!IY erVVIfdf rfNlit Ir spector,and Zoning administrator. 2. Polytacrylamides(PAM)shall be used to reduce turbidity and suspended solids construction,and shall remain in place until all site work is complete and ground cover is established.
Plan Sheet Is F1ajeVbr.Pure to spA Il Ftte,48 hours prior to any land 3. Any grading beyond the denuded limits shown on the plan is a violation of the whenever a sediment trap,basin,pit,hole,or building foundation is being 3. Stockpiles shall be surrounded on their perimeter with staked siltation fences to prevent and/or control siltation and erosion.
PP sR e� a eslgn eng!neer.
Overall A Y01IQIftytf}jilOfa��y is'1'��� a County Erosion Control Ordinance and is subject to a fine. pumped out to remove sediment laden water.PAM is not required when any 4. Tops of stockpiles shall be covered in such a manner that stormwater does not infiltrate the materials and thereby render the same unsuitable fill for
I ,Cc nmtr uceorl�`ntara d i 1'e`( mete is n and other measures 4. Grading more than once acre without and approved Erosion Control plan is a of the above is being pumped to an approved sediment basin on-site.This use. /
FDllov►ing D t6 b mmum cce r- pond rc4s o
a ns, ;I�elR¢¢ppR¢ � e� $�y o Ins al these devices. violation of the County Erosion Control Ordinance and is subject to a fine. activity must be inspected and approved by the Mecklenburg County Erosion 5. In any event,slopes left exposed shall be stabilized within 7 days of completion of any phase of grading,be planted or otherwise provided with
4. Call for on-site inspE coon 6y inspe/tor. hen approved,Inspector issues the 5. All perimeter areas and slopes greater that 3:1 shall be stabilized within Control Inspection. temporary or permanent ground cover,devices or structures sufficent to restrain erosion.In addition,all measures must be shown within the limits of Murdock Engineering
Grading permit and clearing and grubbing may begin. 7-days.Ground Stabilization on all other areas must be completed within 3. Double silt fence shall be used along wetlands,streams,lakes,or other construction. LLC
o for shall C usly maintain all erosion control 14-days.Refer to the Erosion Control Ordinance for additional requirements. surface water quality buffers.High Hazard silt fence with wire backing and 6. Culvert/pipe inlets and outfall shall be protected by filter berms until disturbed areas are permanently stabilized. 116 R RockMkin Hill,
SCl,Suite7 zoi
!/�I� 3)l 7 2 630
d �'�re. _��)F.•�/�{i I//Ii/�,■�/I�/, 6. Additional Measures to control erosion and sediment may be required by a washed shone will be installed as determined necessary b the County 7. Erosion Control Inlet Berms shall be constructed at all existing catch basins.Temporary Silt fence shall be constructed at all proposed catch basins (803)76z-7630
R6. r erosi con r alb�lFd!!6r shall meet with Erosion control representative of the County. Engineer or Inspector. located in fill areas&subject to stormwater run-off from proposed fill areas during construction,or as directed by the owner/engineer.No sediment
inspector prior to commencing with each phase of croaon control measures. 7. A grading plan must be submitted for any lot grading exceeding one acre that 4. The amount of uncovered area at any one time shall be limited to no more shall enter the on-site or off-site drainage system at any time.
7. The land development inspector should be called to condut inspection on was not previously approved. than 20 acres,unless approved by the County Engineer. 8. All erosion control measures shall be routinely inspected,cleaned and repaired ore replaced as necessary throughout all phases of construction.In Engineer:
storm drainage,sidewalks,driveway on storm drainage and all aspects of 8. Temporary Driveway permit for construction entrances in the NCDOT righ tof 5. A 10-ft undisturbed buffer shall be provided around the outside edge of addition,inspection shall take place after each rainfall event.
road construction. way must be presented at the pm-construction meeting. drainage features such as intermittent and perennial streams,puns and 9. All proposed slopes steeper than 3:1 shall be stabilized with S75 Matting or better and protected from erosion. ,��t\1CAR�� .,,
8. Stabilize site as areas are brought to finished grade. 9. All embankments must be constructed per section 4.0.6 Embankment wetlands.Incidental drainage improvements or repairs will be permitted 10. The contractor shall keep on site at all times extra siltation fencing for installation at the direction of the engineer or the Erosion Control Inspector to '•S,y,Q/�'I3
9. Coordinate with Erosion Control Inspector prior to removal of erosion control Requirements in the BMP design manual. within the buffer as approved by County staff. mitigate any emergency condition. 2 -y'"'5
measures. 10. Slopes shall be graded no steeper that 2:1.Slopes greater than 10 feet 6. Installation of Temporary ground cover or seeding must be performed within 11. Disposal of all demolished materials is the responsibility of the contractor and must be taken off-site in accordance with all federal,state,and local = w SEAL ';'1 E
10. All erosion control measures shall be constructed in accordance with NC require adequate terracing(MCLDSM#30.16).Soils engineer to verify the 5 working days or slope drains installed after fill slopes are brought up to municipal requirements. _ N 050079 4.-�,f.
Erosion and sediment control and design manual,U.S.Department of stability of slopes greater than 2:1. height. 12. The area or areas of entrance and exit to and from the site shall be maintained in a condition which will prevent tracking or flowing of sediment onto �o�.,,> , 'r•`o
Agriculture,Mecklenburg County Erosion Control Ordinance and the Charlotte 11. Soil compaction tests are required on any berm>/=5-ft in height fromt he 7. Permanent terraces shall be installed on 2:1 or steeper slopes over 10-ft in adjacent rights-of-way.All sediment spilled,dropped,washed,or tracked onto adjacent rights-of-way must be removed immediately. ',-T •°
°•°°°°.°''' ep0,,.-
MEcklenbur Land Development Standards. natural grade.Soil Compaction must be at 95%proctor and certified by a height to reduce runoff velocity coming down the slopes. 13. Tree areas to remain shall be protected and delineated with orange construction fence. ,'�o AN R.‘`,.,`‘
11. The design engineer must verify the drainage area is properly stabilized, licensed soil engineer. 02'./ ifT02.4
measures are in place to prevent sedimentation into the storm drain inlets ������
and pavements have been properly cleaned prior to removal of erosion NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENR/Division of Energy,Mineral and Land Resources ,
measures.Erosion control inspector must aprove of the removal of all erosion `,,`O1.,..........%
control measures. �.QpotESS/p4.e7
SEAL
NEW STABILIZATION TIMEFRAMES = P-2545 sI
r
\ \\ \ I (Effective Aug.3,2011) 00ire/NEER���;°V
\\ \ \ \\ TEMPORARY HIGH HAZARD azzi�ENGMEF"R\`'�,``
I SILT FENCE(TYP) TEMPORARY HIGH HAZARD
\ \ \ \ DOUBLE ROW SILT FENCE(TVP)
\ \ CLDMS STD.#30.06B DOUBLE Row SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
\ I \ \ \ \ CLDMS STD.#30.06B /' This drawing and the design shown mereon are the propem or
\ \ \ MAINTAIN DRIVEWAY \ \ --. I n docx engineering,LLC.me reproduction or unauthorized use
\ \ \ ACCESS AT ALL TIMES \ \ ._.- , -•_ I r"",:
d for
of
\ i - °-----•-- ... - ....I•::::......................................................... Perimeter dikes, wal itch slopes 7 daysNone
/ without
nail ono written consent
is prohibited.
a obi pdm Furthermore,r this
h g yawing
-�. i / � es s es,ditches,sloe � copies tnnaappmprla[c
\C \\\\ \\- /\ \ ......Y^'")..- \\ I' ..._.-..-..-.._._..-.-..-. .-...............795.�_... I -� '-� _ i _ .... / // parities a�a all required have M fees have erd obtained En9 n,edngeen pald,permits nLLe been
rodo so.
0
.................,..:r /• "�.:`................" Map:I / /
\ - \ \ \ \ � """""'""- __- - �,. • - /� High Quality Water(HOW)Zones 7 days None
•
>y a c4
ROAD
Cam) ...." ......�....._ -- • �_ _ Slopes steeper than 3:1 7aonp
: / If slopes are 10 or less n length and are
✓95 \ ' S _ days not steeper than 2.1.14 y are allowed. _
..........
wr
01`t\ �EX YI 12 / I\
/ _ .... ^,�1 .•"....•.RIM:791.46 / J� •.
• Ii :.'' our 76 z Slopes 3.1 or flatter 14 y 7 y for p greater than 50 in length. SITE
7
I 87 00(CB )�� days days slopes reen th 'ep J'
T•
•
ZONE 1 w""
f* q -
.I I:.'
•/. %4
All other areas with slopes flatter than 4:1 14 daysNone,except forperimeters and HQW Zones. �Sca 0
i q
•
•
•
I'' "' I.`l . DrawingOrientation&Scale:
-"'" •
TEMPORARY CONSTRUCTION ENTRANCE ; /t ................................ , (��•C�
•
' " 25'x'100'CLDMS STD.#30.11A /
I- ZONE 3
a
• -]85 .+, tRNM78215(EX YI 12)
•
r�
•
J�C OUT.781.
i'
•
LIMITS RUCTION(TYP) //r /
�,.,;. INLL OTECR
INLET PROTECTTON(TYP) ! / ,:. &NIL
�. .
ti
/ P 1// CLDMS STD.#30.08
r. �� 790-• CLDMS STD.#30.08 '� `'�, • / / INSTALL STIL SACKS FOR Contractor •shall install a turbidity curtain soe�LT
• h .. / ",/' .."INSTALL STIL SACKS FOR ;/ ZONE2 I z'..•// 0/ ` EXTRA PROTECTION around the end of the storm drain
('o0 I[a EXTRA PROTECTION -
"..."..._ /
Z
•
•
•
•
P Je t d
discharge at the pond.Upon completion 0 30' 60'
•
a'
70
a 1, ''" > +� ,...-' •u .> 7/ `> f curtain and dean out any silt orWillacoochee,Ga.31650 N'N'N'•an msupplyco.com 800912-534G254fax) SCALE:1"=30'
P.O.Box 640 9125
',,off>♦ 'z - SHALL
;•� I\;-. .'`, , ,o - Date:
NOTE:20 FT OF SILT FENCE /. sediments on the project side of the
BE TAKEN DOWN EACH DAY TO ." •�J'�♦/� /
ALLOW FOR ONSITE TRAFFIC FLOW. �,;�//°! .•/ curtain specifications.Tough Guy Floating February15, 2024
'' ",.•' • 1 ♦- .....SILT FENCE SHALL BE REINSTALLED ,• /..:,,
'" . >.% ... Turbidity Curtain or Approved Equal.,.' ,..- ♦ AT THE END OF EACH WORKING DAV � ��"�. •' �dit C � A ro E ua ....II..... ..... .r i:.....
1,:,i
I/ ,. .. " Q a TEMPORASILTIFENC TYP)......... �� / , / / Minor LayoutRevisions
,3 isj / Revised:
•
95 t7'f'.41� o
• • 1 9ff.�i DOUBLE ROW /Q/ ♦, / •EX CB 9 10 06 2 Engineer Record 1�
/ DENUDED AREA = 2 55 ac w / / 3
/ ,�' y , CLDMS STD.#30.068 RIM:779.94 -
•• / N:775.44(EX CB Il) er Me klenburor &
I -"' f ' County Pre-Submittal
r• Cs )
ti'
,' „q OUT:775.34 S = m / / 3
1 sr� 10 16 2
•
'" // /'/ f IN:J75.44(Ex 30
.''1 " STORM DRAIN SYSTEM TO v F•,.y T FENCE"ZONE DA 0.77 ACRESPer TOD&Mecklenburg' BE INSTALLED DURING - /•j SILT FENCE RE 1"DA=0.77 County Review Cycle 1
/• ./ SILT FENCE PROVIDED=405LF
3
PHASE-1 EROSION,SEE /`-,' p /'/ EX CBIO
g1213 2
...............I ,f / _ _
I .� / ,, ,,.! SHEET C6 FOR PIPE AND ♦ /•..�yf RIM:780.04 Ol/12 24 Per TOD Comments 4
:F ,, STRUCTURE DETAILS / ,♦ / �� OUT:775.84 /
!' a� / ''�"/ S 5 Tough FloatingGuy® TurbidityBarrier
•"� SILT FENCE RE 2UIRED 392LF g
_ / ,.% SILT FENCE STONE ♦'J* ..•-7 „/
{.< ,,.% ,,, ./ / / /'� Via!! IL SILT FENCE PROVIDED=637LFRE Type 1.DOT 02 1
;I .^(a ...it/
y „",,. WEIR .i. �/. ... / /,'• yp / /4 PerTODComments
OUTLET5 2
•
EX CB 7 \/ / �." -"'` " ^ / M /•
SILT FENCE"ZONE 3"DA=0.32 ACRES Specifications(ST: 10/08)
RIM:784.03 ,-. 9 ",.-'' ]. '� / SILT FENCE REQUIRED=128LF
OUT:780.63 , I1' ,. I INLET PROTECTION(TYP) '" / (\ .5,'' / !!. _ - SILT FENCE PROVIDED=281LF
""""" "CLDMS STD#30.08 ,:DER PREP =i'� r. / // / r� ' Fabric-18 oz.nominal laminated vinyl/polyester having the following
til• EX CB 6 INSTALL STIL SACKS FOR LPN r.. ' characteristics:
L EXTRA PROTECTION CONTRACTOR SHALL COORDINATE
'� RIM:783.58 / " -j/ / / EX CB B REMOVAL OF SILT FENCE WITH
\ I 1 IN:779.88(EX CB 7). - / RIM:776.88 EROSION CONTROL INSPECTOR
o OUT 779 68 r 9y - ,•r" / % IN:773 48(EX CB 9) Construction-vinyl laminateon 9X91000 1300 denier polyester scrim Civil Construction Plan
AV �� x
�r
9 1 Weight-18.5 oz.per s .yd.(434 gr./sq.m.)
i y ��' ,� OUT.773.28 Adhesion-24 x 20 b,/2"
r' � �' Grab Tensile-410 x 410 lb./in.(430 x 421 daN/5cm.) for
�°•• -I ,� EXCB2 Davidson Pointe
1 4! __ -� *•-•:e
RIM:776 45 Tongue Tear-100 x 100 Ib.(95 x 95 daN)
�n �n 1 do 7- an fi ,.��. _ �n IN:771.95(EX CB 3) Hydrostatic-600 psi(4167 kPa�'� �J • Cold resistance to crack: -40°F/C) Phase II
- '--'•- •
/ �. OUT:771.95 ♦ Town of Davidson,North Carolina
" ' ~t •� Ex FEs 1 All seams heat sealed Prepared For:
on
--_
5 - \ �{ �p 5/8 inch diameter poly rope reinforced vertical edges J ES LAND, LLC
t, W W� `- W' ro) o -2 Ex CB 3 #4 brass grommets PO Box 5835
� / -C,„ �'if 2 1/4 in.galvanized chain ballast Greenville,SC 29606
RIM:]]6.5
EX I ' 4
IN:772.52(EX CB 8) EXISTING PIPE EPS flotation,6 In.x 6 in.,13.5 lb./ft.buoyancy in fresh water and 14.4 Ib./ft buoyancy [phone]
o :-�I / / /1/,'i.,`� •
•
\ RIM:777.31 IN:772.42(EX CB 4) DISCHARGES AT WATERS
^,-' EDGE.INSTALL Project Number:
.}' - EX CB 5 IN:773.71(Ex CB 5) OUT:772.22 in saltwater.
^ 'T TURBIDITY CURTAIN
w / �'.. \d • RIM:76.11( OUT:7]3.56
t �,'.jr / T. IN::76.11(EX CB 6) AROUND END OF PIPE.
OUT:776.01 2214
g xl`' EXISTING FARM POND,THIS Sheet Name:
POND DOES NOT SERVE As A
' II'''. WATER QUALITY OR Erosion Control
o DETENTION FACILITY
al r,,
Y- Phase 1
Y 'I 11,. BEFORE YOU DIG!
v J N.. 49
C.CALL ONE CA LL CENTER
T
IT'S THE LAW! li Sheet Number: /'`
{ �` 4
0 7"1 r.

TJxEe�'y once:
d-:... c
Erosion Control Notes: Enhanced Erosion Control Notes: General Erosion Control Notes:
TM
MO F°+ -
L. Ureuing/Erosion Control plan ap.':`. •Mei klenburg County 1. All"Std"numbers refer to the Mecklenburg County Land Development 1. Surface water draw down devices(risers or skimmers)shall be installed inall 1. Prior to construction of new pavement,site shall be graded so as to provide settling areas around catch basins.Catch basin rims shall be set at finished
LUESA. Standards Manual(MCLDS). seiment basins.Forebays shall be used in conjuction with all sediment basins. grade.Areas immediately adjacent to basins shall be several inches below finished grade until pavement is constructed.
2. Setup an on-site pro-construction conference with the ollowing departments: 2. On-site burial pits require an on-site demolition landfill permit from the zoning Rock forebay embankments may be used in lieu of porous baffles. 2. Erosion and sediment control measures shall be in place prior to commencement of an site work or earthwork operations,shall be maintained during
UES rQgiion Cont oNAStj t6P,5I &tferVVId rfN{it Ir spector,and Zoning administrator. 2. Polytacrylamides(PAM)shall be used to reduce turbidity and suspended solids construction,and shall remain in place until all site work is complete and ground cover is established.
Plan Sheet Is liajeVbr.Mure to sNI { Il Otte.48 hours prior to any land 3. Any grading beyond the denuded limits shown on the plan is a violation of the whenever a sediment trap,basin,pit,hole,or building foundation is being 3. Stockpiles shall be surrounded on their perimeter with staked siltation fences to prevent and/or control siltation and erosion.
PP °R Q e eslgn engineer.
Overall A Y01l�ftyk}jil�la��y is'1'��l� a County Erosion Control Ordinance and is subject to a fine. pumped out to remove sediment laden water.PAM is not required when any 4. Tops of stockpiles shall be covered in such a manner that stormwater does not infiltrate the materials and thereby render the same unsuitable fill for
I ,Cc nmtr uc or��`ntra d i 1'e`� mete is n and other measures 4. Grading more than once acre without and approved Erosion Control plan is a of the above is being pumped to an approved sediment basin on-site.This use. /
FDlloVring D t6 � mmum ca fr pans o instal a ns, ;I�el�¢¢ppR¢ � e� $�y o Ins al these devices. violation of the County Erosion Control Ordinance and is subject to a fine. activity must be inspected and approved by the Mecklenburg County Erosion 5. In any event,slopes left exposed shall be stabilized within 7 days of completion of any phase of grading,be planted or otherwise provided with
4. Call for on-site inspo coon 6y inspedtor. hen approved,Inspector issues the 5. All perimeter areas and slopes greater that 3:1 shall be stabilized within Control Inspection. temporary or permanent ground cover,devices or structures sufficent to restrain erosion.In addition,all measures must be shown within the limits of Murdock Engineering
Grading permit and clearing and grubbing may begin. 7-days.Ground Stabilization on all other areas must be completed within 3. Double silt fence shall be used along wetlands,streams,lakes,or other construction. LLC
o for shall C usly maintain all erosion control 14-days.Refer to the Erosion Control Ordinance for additional requirements. surface water quality buffers.High Hazard silt fence with wire backing and 6. Culvert/pipe inlets and outfall shall be protected by filter berms until disturbed areas are permanently stabilized. 116 R RockMkin Hill,
SCl,Suite7 zoi
!/�I� 3)l 7 2 630
d �'�re. _)F.•�-/�{i I//ii/�,■�/I�/, 6. Additional Measures to control erosion and sediment may be required by a washed shone will be installed as determined necessary b the County 7. Erosion Control Inlet Berms shall be constructed at all existing catch basins.Temporary Silt fence shall be constructed at all proposed catch basins (803)76z-7630
R6. rF erosion cong- all�c4-iWr shall meet with Erosion control representative of the County. Engineer or Inspector. located in fill areas&subject to stormwater run-off from proposed fill areas during construction,or as directed by the owner/engineer.No sediment
inspector prior to commencing with each p`iacc of crop on control measures. 7. A grading plan must be submitted for any lot grading exceeding one acre that 4. The amount of uncovered area at any one time shall be limited to no more shall enter the on-site or off-site drainage system at any time.
7. The land development inspector should be called to condut inspection on was not previously approved. than 20 acres,unless approved by the County Engineer. 8. All erosion control measures shall be routinely inspected,cleaned and repaired ore replaced as necessary throughout all phases of construction.In Engineer:
storm drainage,sidewalks,driveway on storm drainage and all aspects of 8. Temporary Driveway permit for construction entrances in the NCDOT righ tof 5. A 10-ft undisturbed buffer shall be provided around the outside edge of addition,inspection shall take place after each rainfall event.
road construction. way must be presented at the pm-construction meeting. drainage features such as intermittent and perennial streams,puns and 9. All proposed slopes steeper than 3:1 shall be stabilized with S75 Matting or better and protected from erosion. `��T/i[CAR�� .,,
8. Stabilize site as areas are brought to finished grade. 9. All embankments must be constructed per section 4.0.6 Embankment wetlands.Incidental drainage improvements or repairs will be permitted 10. The contractor shall keep on site at all times extra siltation fencing for installation at the direction of the engineer or the Erosion Control Inspector to / '''
9. Coordinate with Erosion Control Inspector prior to removal of erosion control Requirements in the BMP design manual. within the buffer as approved by County staff. mitigate any emergency condition. \ -5'.
measures. 10. Slopes shall be graded no steeper that 2:1.Slopes greater than 10 feet 6. Installation of Temporary ground cover or seeding must be performed within 11. Disposal of all demolished materials is the responsibility of the contractor and must be taken off-site in accordance with all federal,state,and local = EfF, SEAL ';'1 E
10. All erosion control measures shall be constructed in accordance with NC require adequate terracing(MCLDSM#30.16).Soils engineer to verify the 5 working days or slope drains installed after fill slopes are brought up to municipal requirements. _ N 050079 r f.
Erosion and sediment contral and design manual,U.S.Department of stability of slopes greater than 2:1. height. 12. The area or areas of entrance and exit to and from the site shall be maintained in a condition which will prevent tracking or flowing of sediment onto •:.o....',,, ‘C',",
Agriculture,Mecklenburg County Erosion Control Ordinance and the Charlotte 11. Soil compaction tests are required on any berm>/=5-ft in height fromt he 7. Permanent terraces shall be installed on 2:1 or steeper slopes over 10-ft in adjacent rights-of-way.All sediment spilled,dropped,washed,or tracked onto adjacent rights-of-way must be removed immediately. %,-T '-----....•°g �,-
MEcklenbur Land Development Standards. natural grade.Soil Compaction must be at 95%proctor and certified by a height to reduce runoff velocity coming down the slopes. 13. Tree areas to remain shall be protected and delineated with orange construction fence. �''o AN R.Voss'
11. The design engineer must verify the drainage area is properly stabilized, licensed soil engineer. 02?MT/J2.4
measures are in place to prevent sedimentation into the storm drain inlets �t rrtt
and pavements have been properly cleaned prior to removal of erosion NPDES Stormwater Discharge Permit for Construction Activities(NCG01) NCDENR/Division of Energy,Mineral and Land Resources
measures.Erosion control inspector must aprove of the removal of all erosion `,,`O�'.N.......L''%
control measures. :?:QQ'Fess/o4-y
SEAL
NEW STABILIZATION TIMEFRAMES S P-2545 sI
r
\ \\ \ I (Effective Aug.3,2011) - 0 f',re/NELY4'.'V
\ \ \ LIMITS OF CONSTRUCTION(TYP) '•idC�...•' :Q%,\'',.zt`
\ \ \ TEMPORARY HIGH HAZARD ., ENGINE tt
\ \ \ \ I I SILT FENCE(T'P)
\ \ \ DOUBLE ROW SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
\\ \\\ \\ \ \ CLDMS STD.#30.06B /' This drawing end Me design she.thereon ere the pinpem or
MAINTAIN DRIVEWAY \ \ r I Murdock Engineering,LLC.me reproduction or unauthorized use
\\ \ \ ACCESS AT ALL TIMES \ \ .-. -- ! ! .........
r without written d for construction
[is inhibited.Furthermore this engineer
o
\ \ is .--. .................
\ \ ......................................... i/ // Perimeter dikes,swales,ditches,slopes 7 None
shoo not be used for e°nscP rnon purposes until the engineer or
\ �\ \ \ // ), \ I ..........� .......................................... ....................................................... Y w ,aria easements a been
ecord nos delivered signed and sealed copies
\ \ \�� \ \ -+"; \ _ 795 1" • _ Q urdock En9 ben 2a
� / parities and ernavhave
eeebeen
Decpaid,
yea io ao t:naa
\ \ ..rir• FIceil,..' ........ ..... - / / Map: s\11
t
:t _
M LLC 20
•
.... ,.
C:>4
\� \ \ \ ,t 4ft'�g- "" _� QualityWaterQ Zones 7 None
------
ROAD
.....2:::::.„._ - q If slopes are 10'or less in length and are
® ®�. �� - ---- _, -- - �/ Slopes steeper than 3:1 7 days ROAD
+r •, _Illi -••-• _ / // \\\ not steeper than 2:1.14 days are allowed. CLOVER BANK
• LOT "....... ,.,
...... ..." ICI 1:00010ftimii......w ,.1..7----."".•:; -'''' 45% - I
.. .. fi
6.
- ® -'T +n �� IN:787.00(CB 200) \�? Slopes 3a or flatter14 days days forslopes greaterthan 50' length.
- 9p...... our 76 SITE I
1,,. .' 2
/ 1 '
LOT •
,.I III .. I' -
86
1 i - ei I I ♦ .... �`' -- All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones.
'I I ® a ��� ~ i, y ` _ K �6cale:1"-1,200'
'I: "' LOT / i TEMPORARY CONSTRUCTION ENTRANCE : ' -`/ "': / � , Drawing Orientation Cale.
I #16 1' 25'z'300'CLDMS SiD.#30.11A
1
&S�/
® _ _ J/ Engineer's Notes: 'rr
a III,,, v 111111
® ® / ♦ / / • RIM:789.95
';( , I,. ' our.7.15( ) 1. g eer of work 48 hou p or to commencement
,;I . f I•.. LOT"."._.'. ` • n .
_ fC/� IN:782.15(EX 12
®� / Ji -. Contractor shall notify the Engineer hours prior \
.. 2y ® LOT � Q!/+f - �\
��P-`� ' I�I}i .,,....�'#T5 ��/ ._• � i v /:.. fi:,> �.- 2. Contractor shall be responsible for obtaining interpretations for any questions
{- v �..1;> _ r �� .. regarding these drawings prior to commencement of work or obtaining of \� .
• t�, �4 materials and shall bear the cost of all rework if not property coordinated.
• 7 3. Contractor shall provide Engineer Record Drawing information from a
`1 v II.. / - P 9 9
( o � �L f. ' �� LOT' �® �/J / / "'- registered land surveyor upon completion of construction. 0 30' 60'
#14 � �� • � ,z://, ,/ 4. The Engineer of record shall not be responsible for the enforcement of safety
:.Il\ 9 All 1 i. _ ® 4�I�r ,- ``� / may' ja / measures or regulations.The contractor shall design,construct,and maintain SCALE:1"=30'
\ I i iF I. �.I• ' '6-YJ` ,{',�f, /,-tfj•
all safety devices and shall be solely responsible for conforming to all local,
' •
,� / �y'O Is.
W:_)
,55''�`is,���1 � -1J'`/�`,f state,and federal safe standards,laws,and regulations. Date:
• N \' _ o ?r �♦ _ �'/i / 5. Contractor shall adjust all proposed and existing facilities to final grade. February15, 2024
} °',.. : i� -' ../ /?%•'4' 4 ... ... _a --...; / • / 6. Contractor shall notify Engineer of any discrepancies between the field data
/ bl f
#5
.., , ,` and the information shown hereon.Engineer shall not be responsi a or any Revised
✓. ire • work done without proper notification and coordination 10 06 2 Engineer of Record& 1�
•
105/'�'` ",± Oft)*• �A, -_. �..,... .,,.,..yri �. / •.. . The Engineer shall not be responsible for or liable for unauthorized changes to Minor Layout Revisions
1i: <---,--< ss < n=0 /A LOT JQ/;♦, EX CB 9 or uses of these plans.All changes must be in writing and must be approved
,.. _` "" - - ♦ RIM:779 94 by the design engineer prior to implementation. / / 3
•- `""'"` � �'�� � / IN'775 44 EX CB 11 Per Mecklenburg
[, ��,� � „' ... ..� /� / v�� ,•._ ( ) 10 16 2 County Pre Submittal
� /
�� �• � ' :1,t's �. J �� OUT:775.34�' �� � /F j / / ?..! 12/13/23 Per TOD&Mecklenburg 3,
go
r ///;;; ®)� ''\ �:/i� // // / - Ex cB10 Seeding Schedule: Seedbed Preparation Notes: County Review Cycle 1
:I -J ® ���� � '' ♦// ✓ RtM:7so.oa For seeding sites with a 2:1 slope or flatter use the 1. Surface water control measures to be installed according• 1{ /� i g p g OS 12 24 Per TOD Comments 4
,�/ ♦. / OUT:775.84 / /
' // \ . ': o a i i following U.S Department of Agriculture specs: to plans.
•
V � I \. •T�..^�' 1per acre 2
eo
. ra 4,_,�-;:j..j.? / f A)w100 lbs of Kentucky 31 Fescuel Areas to be seeded shall be ripped and spread with
} ......,,..t.,:.� deep.Total seedbedpreparation / /4 Per TOD Comments
acre
'.. � l•OT f� •, �.i�� l.'// f/ C) 10 lbs Kobe Lespedeza per acredepth blh II beo4 3" ee
Y1 • '`#9 \ ' ��"'`''•,z / D) 30 lbs Sericea Lespedeza 3. Loose rocks,roots,and other obstructions shall be
EX7 4.7 " v `I P':!•,4 • .' •T LOT \ / \^'' �' ,� f� P
RIM:784 03 Ih # 2 .• 11 #10 '• j .,+ f f -. - E) 15 lbs of German Millet per acre removed from the surface to that they will not interfere
02 15 2 5
OUT:780.63 '''3",-----
I III I ,, -,-'7".. / • / ,, / -- F) 1,000 lbs of 10-10-10 Fertilizer per acre with the establishment and maintenance of vegetation.
,• ,),•' ® !� ' G) 4,000 lbs of Lime per acre The surface for final seedbed preparation at finished
�f ! EX CB 6 ® \' / ' H) 500 lbs of 0-20-0 Super Phosphate per acre grades shown shall be smooth and fine graded.
' ii.. i
/RIM:783.58 I ��'�' `yK.� j �' - Ex ce a I) Work Lime and Fertilizer into soil 3"to 4"deep. 4. If no soil test is taken,fertilizer and lime are to be used
\ r I I' IN: •779.88(EX CB 7) �,. �(\ f ,P„-"/ RIM:776.88 3) lbs of Straw Mulch per acre and described above,in addtion,151bs/1000 SF of
_4:' �. OUT 770.68 .......... .{ 9y.� / .% IN:773.48(EX CB 9) K) 225 Gallons of Emulsified Asphalt per acre super ho hate is to be provided
. ' . '''rl� _ lit IN 773.48(c 1 ) Civil Construction Plan
/-- �� i At - �- 5. If soil testis taken,provide fertilizer and lime according
� /f our:n3.za B Ash It a for
�[\ o0
� \ >�; A.
�-„�"" _ •�� /..� �/ � .� Note: to results of test.
t ,•I✓ / `• • - 6C''''�- / )e Ex CB 2 In areas that will be be well maintained also add 6. Lime and fertilizer shall be applied uniformly and mixed Davidson Pointe
�` / yy��� • --dn '-y RIM:776.45 50#/acre unscarified Sericea Lespedeza(Aug.-Nov.) with the soil during seedbed preparation.
-sin -an `1 an ,-1-d - 1` •• l• • • �N-J = . IN:771.95(EX CB 3) or 40#/acre scarified Sericea Lespedeza(Dec.-JJuly).
-"-0- ��11 I -S -Ii�-•p -� -- / Phase II
-- • - OUT:771.95
a _ %# Town of Davidson,North Carolina
< / •- I t� y - • on
+lam
7 `, -� -EX FES 1 Prepared For:
-� \ fry _ JES LAND, LLC
w w �, w.° c - r;{ W -" - -: Ex CB 3 PO Box 5835
- _ DENUDED AREA - 2 55 ac Greenville,SC 29606
• _ \ i RIM:776.52 ,
--`\ Y /' / y \ -- E%CB 4 IN:772.52(EX CB B) [phone]
o I / ^1r,?.,`� RIM:777.31 IN:772.42(EX CB 4)
I II 4- ` Ex CB 5 OUT:772.22 Project Number:
X. w / 1" a
-h RIM:779.61 OUT:7 773.56 CB 5) i �t
5 IN:776.11(EX CB 6) 2214
�;:I OUT:776.01 Sheet Name:
g It:;� Erosion Control
N Phase 2
V I r.,
.
. BEFORE YOU DIG!
I
.I I_.'. -_ - - - - I N.C. ONE-CALL CENTER Sheet Number:
CALL 1-800-632-4949
"{ IT'S THE LAW! C5
11 Y l..

8B6,,m;r,mily 0+00 0+50 0+00 1+00 2+00
Grading&Drainage Notes: Notes: 81 O 810 810 810
notify the Engineer of wo °1 ,._:o'.rio to commencement 1. All grading and site preparation will conform to specification as given in report 1. Approval of this plan is not an authorization to grade adjacent properties.When field conditions
of construction activities. """ of geotechnical investigation. warrant offsite grading,permission must be obtained from the affected property owners.
2 Ce^t-^tree'. .'ii be•e-qe^clble Fe^ebrai^i^0 i^•e•p•er,«ie•s for any questions 2. Contractor shall verify existing topographic data,locations of existing utilities, 2. In order to ensure proper drainage,keep a minimum of 0.5%slope on the curb. 808 808
regarding these drawings i&rtAP,4a,mencempEgtit{ork or obtaining of and all other site conditions prior to beginning construction. 3. The purpose of the Storm Drainage Easement(SDE)is to provide stormwater conveyance. N
Plan Shegt I owitio et II bea t( as,rnQ(,#k(,rework.A not propety coordinated. 3. All storm sewer pipe to be RCP,except where noted on the plans or requred Buildings are not permitted in the easement areas.Any other objects which impede storm
3. Zonfr or rovldi f� igrd Drawing informion from a by jurisdiction. water flow or system maintenance are also prohibited.
Overall Apprl@j 81 eyo-r ierhap DpieSion of construction. 4. For dimensional layout,see Site Plan. 4. No soil disturbance or compaction,construction materials,traffic,burial pits,trenches or other 606 806
Follov►ingfDate 12129k2ealkord slnihirmo=berresponsible,focrtheseniorcement of safety 5. For grading&drainage facility details,see detail sheets. land disturbing activities allowed in the tree protection zone.
measures or regulation..tpbeespintractor shatkidesign,construct,and maintain 6. All cut and fill slopes shall be 3:1 or Flatter(see plans)unless shown 5. Tree barricade must be installed before any demolition,grading,or construction begins. Murdock Engineering
all•a'ery tle•,ic�c^^<^^^ii"^^fly respoc°-ibie C c^^en ming to all local, otherwise. 6. Before grading/clearing/construction begins,call for inspection of tree protection barricades by LLC
�fi�e, nd ral saf ty d la a regulations 7. All construction within street right-of way shall conform to applicable state urban forestry. 804 804 116 E Main street,suite 201
Rmint or I ad' r s d �g facilities o final grade. and local jurisdictional requirements. 7. Tree protection barricades must meet or exceed tree ordinance standards(in City of Charlotte Rock Rill,SC 29730
�n r all ncies betw-:en the field data 8. All open drainage swales shall be grassed,and riprap must be placed as Tree Ordinance Guidelines,Appendix 3)or Land Development Standards Manual 40.02. (Ros)762-7630
and the in ormation�hereon.Engineer shall not be esponsible for any necessary to control erosion. 8. No grubbing within tree protection zone.Leave soil and leaf litter undisturbed.Supplement with
work done without proper notification and coordination. 9. Grading contractor is responsible for stripping and stockpiling of topsoil. 1-2 inches of mulch re-seed with grass only in disturbed/graded areas. 602 802 Engineer:
7. The Engineer shall not be responsible for or liable for unauthorized changes to Grading contractor is also responsible for removing from site excess topsoil. 9. Brush,vines and small trees(<8"dia,or sas small as 2"caliper)may be hand cleared only,cut
or uses of these plans.All changes must be in writing and must be approved Grading contractor shall subsurface for pavement and curbs ad backfill curbs flush with ground surface.Existing trees must be limbed up six feet(leaving at least i of the .t ,=Cq ' .,
by the design engineer prior to implementation. after curb construction. branches to improve visibility. Z-- R�QJ�/2,�%,�
10. Landscape contractor shall be responsible for topsoil installation in landscape 10. Exposed tree roots must be cleanly cut with a sharp pruning tool;backfill ASAP to minimize 800 800 800 800 ��"�Y'r""
islands. o-r • 9
exposure to air. N m 0 E °w SEAL
11. Contractor shall confine his off-site activities to existing rights of way and 11. Asbuilt drawings and plans of the storm drainage system,including designed ditches,must be - E
easements. submitted prior to final inspection to the City/County Engineering Department. o osoo79=•e�;
This site is exempt from water quality and BUA 12. Contractor shall obtain a copy of the soils report directly fromthe owner.Contractor shall 11
Moo 798 m F,,-"98 %o'°.��'y '-o
requirements.No BUA data shall be required or provided. adhere to all recommendations of the soils report and the soils report shall override any .ft f F A N f^ ','9,'4•°..°.•...".,-,&o�,�
notation listed on these plans.Murdock Engineering,LLC is not responsible for any subsurface N s k i e. 8 S o •, N R. ..•
"�--° 02,f1 TO24
exploration or recommendations relating to soil conditions. rn v^ 796 796
13. Contractor shall obtain approval for retaining walls&provide detailed drawings to all local and(D a m , _'rrr=
government agencies for review and permitting. < o^ 1 /_� "",,0\.AR0°'''.,,
14. The Mecklenburg County Engineering Department has not reviewed the structural stability of r�°r, u z o g a N �� "�J oFESS/pN,.�.'q
Is
any retaining walls on the site and does not assume responsibility for them. 0 794 `x. o 794 4. 9e'°:
' i SEAL i E
STORM WATER MANAGEMENT PLAN / ' 'o••::",'e�NEER�.`:,° �
792 792 ,,Off, •• \�V`p�"
\\ 190 f 12 RCP @ 1.00°b -_ '=4nn u=U••
\ = 790 4 790 79 _--- 790 This drawing and the design shown thereon are the propem or
\ DENUDED AREA 2.5 5 a C ___---- Murdock Engineering,LLC.The reproduction or ore,this dra use
without written dforcconsent is prohibited.copurposes
Furthermore,this engineer
of
/ shall not be used for construction purposes until the engine een
t - '88 788 record M1as aenve q"retl fees ntl sealea Pala heci permna°a epbr p
23P@t paritiesantlallre have been
\ \ \ RCP(3 f.00% acguiretl,and easements hav©en Murro k Engineering,LLC 2o2a
\ 7 I :::
:::
• / RCP9%•
. / /
Rono
vER Ea
�) \ \ , e ....... ........_ .......... /// 782 782
--.411110
•
\ 780 780 780 78
7 ® ®� ►'�\� �:. :.... y : �'�oow�'• SITE
• 0+00 0+50 0+00 1+00 2+00
LOT
a ........." "." � .".. fr, Ex ri 12
`., III g I, -... ..INM78Z00 6C8 200) ; Scale:1"-1,200'
.. ."." .......... ... OUT ]
'� I . . .".� - - /-.. �--��-��............. � Drawing Orientation&Scale:
i �9?; I! l , ".'LOT •
LOT �..... f41i` 790... �... ..� ',� / ! Station
78
j
11111 #2a ��I j 0+00 1+00 2+00 2+28
zo
® IIPIOADUIT . t io, om I . ... 800 800 I.. - - l..- wRxn"a eo.c ��' "r%//-. 7.:,,' / \.) EI' "".. LOT 1cooRotn re �' .:.`.,rF/V/q, Y w
• ." Nmm�N.rE,,,i, NE,E ere .. clp, illi ,..)
n
u
#16 Ioo7aea7
0
III .Y
:) II .N 1.:,� .......... _ ........... .-.... 798
1 1-
\ I 5 ® a.i� ti.c-2 ' /: /^ //,/ / ..2'` RIM:789.95 it PP/ w
v III' ,�^/ orv1,� •JC//r 'a/ /` IN:782.15(EX VI 12) W
.. 9V I+oaEos
._d ..,., :• �.. "TRACTOR T.�r'�./ ®' LOT a// J our.7a1.95 0 30' 60' >
onomnoun
LOT,.."".: �, ^R� B." rrT► �- Tr '...
o PaaLANDSCAPING
•' III I' ...".•"..71T5 ` �� • ' • ex, 114111p/ �/,,. •"°`,�/j� % ... 796 SCALE:1"=30' o
� r''� ...- - -� "- _]so� �� f� /t / • ,.. Date:
II, Ir.
� �� . ."�,... 794 February 15, 2024
so III I I: N/' /<:
�� �,'� .i x•.. ♦ice LOT' /J/%/ •
"".•. .. Revised'
..../„„ ,7 ,
,,, ...
. .• ,
.t l �, l _. ` /// / • /'�7/,.//,.... /,....,/. „- 10/06/23 Engineer of Record& 1n
• F �� '°� ® (. •� �� �� ,,,..
�/° ` f•� m 792 Minor Layout Revisions
,,,,o,
•
• ,
.. v r.: ,,•\A .,3. ® .. - CPre-Submittal. • ..410111'4V4-4 r7 os 6
..� ou y
0/16/23 Per
�.� 790 m m "_� 790 1
- S�7 . #� „ ! O DI mi:m m 12 13 23 Per OD&Mecklenburg 3
�� mN u�o
." •
T8 �o♦ .. County Review Cycle 1
<-ss-< y
<-SS.," ♦� D uBLE��'��,
�,.,.,, - �� u a o 788 / /4 P TOD Comments
EX
III • :--, .'' ,♦ ® ................. Per ommen s
« �........+ %' ♦ � td''� \...�.... ."...///%� NM767544(EX CB 11) U��O
/, n
•
T . m�r` tit R C cl
#¢_ � j L / 01122
III - _- _- �� �',W/ t�' �Ve�.�. / ��/.:.. IN:775.44 E CBIO)
` � ® /`/ / OUT:5.44(X
III ♦ ♦ -- X. 02 15 24 Per TOD Comments 5
O,"''.� . f. )� .'� c�I .;//� / .. /.1.'/ CONVERT EXISTING FRAME 786
' ))I v �� Lg.-F.,'" ,(� E %• / RI :78 &GRATE TO FLAT FRAME& -
P .I........... / ♦♦ '� •/ . RIM:780.04.n '9k7 , � // GRATE NCDOT STD:840.29 /�''� j ..:i^ / '...% OUT:775.84
� � �. 1 784
•T
'��:} I•.............., #81 (.._8"DIP
SEWER
il 7:"
I \
go
LOT ��\ \ 1J� ���,�• !'/ �e;/,'" /
RIM:784.03
IL,, I': # 2,.-• -11 „"" #10 -'� ` ,--E` �' • m o 1.6' 782 Civil Construction Plan
OUT:780.63 •Vii ..>.' . 2 . �' ` - u.+
as `1�;. �y,. IT ' .' .,/ / '`.7./ w u / for
o I` �XCB6 ®" 1 %� i WvvN 43LF-15" -�'� RCPLF0.50% Davidson Pointe
[ ) \ RIM:783.58 �' E%CB B 780-w n r7.'r rr7;, @ 780
a • IN:779.88 EX CB 7 I //
o�l,.r T77
'� �/ . ,, �(; °..........-. /._ RIM:776.8 B nnF i RCP Phase I1
c OUT 779 68 9 • - IN:773.48$ -
:•./ x�n • ii !� �/■ > % •I r r��...-:2;/•/ - OUT:773.48(CO C00)) p ° / I Town of Davidson,North Carolina
.28
S - / w \\ . ^�- yx��P >.,''` / .. -778 Prepared F
2
0 .. / ,.`.wry, - :.. .. - -Tin _ �(\ �/ , RIM:g76.45 I e or:EX JES LAND, LLC
Y ,n-t:`j-dN-7 d0 - N` , . a n --- r '� IN:771.95(EX CB 3) i PO Box 5835
- -_ :U::
I. : 1.95 776
+ 9606
(.`' w - / ..rGreenville,
87327544
lei
' / ----© ,-_ Project Number
5 _- / = . -__ - - I 309'of 15"RCP @ 0.50% 774
W .. -
i �II
.,�W,' - -_:,U.-.: .... , EX CB 3 ^f^f 1`i
�' A. -- - Sheet Name: 22
w
3 i RIM:776.52
.1 -- / I ! .',aT EXCB4 IN:772.52(EX CB 8) Grading & Storm
\ //,'/ '� BEFORE YOU DIG! 772
I RIM:777.31 IN:772.42(EX CB 4) _ _ _
' • �i• EX CBS IN:773.71(EXCBS) OUT:]72.22 NCLONEOCA63CENTER Drain Plan
g '.I ¢ / �" RIM:779.61 OUT:773.56
E :.� 776.11(EX CB 6) IT'S THE LAW!
v -.ry II *I•I..:, IN:7776.01 770 770
II II v 11I I I.`1 0+00 1+00 2+00 2+28 Sheet Number: C6

NORTHEe dhaw4-6mn.
REE NOTFS:
I. RDAS,Al I SARRIFISS UPON COMP!WOOF OF PROJFCT.
CAROLINA ° �o° FUN ��L APPROVED
nRR R _ ry E��ory o ooD NOTES: i
A scEAurvoscAPEB OF PRESERVATION RADIUS
FAR PLAN FOR
NOTES: REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. \
".,, OF TRFFv\vf
/
CL UUL s LC C a I,La 0 C LL o LC ON. 2 SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 111'1
1. SCARIFY ROOT MASS OF 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W.OR UPON v
CON I•NILRIIL{LLU tPLSAN II MeA ILHIAL. MISA A2INSTALL CUNT NERI tulip NN MIN.2"HiaS L r a onried outL REMOVE OF SSAR SOILT.Phan Sheet IS Part Of The FINSHEDon eIn Drina ion 4. REMO E EXCESS SOIL FROM SITE AND DISPOSE OF IN A
Overall Approval As Of Thaw L provided b the design engineer. wi APPROVED L
P Y 9Cn t j f LEGAL MANNER.
'FHTi^Ve•iw rmil.done using the V /'�`yt R�- /7`
S PIl �F pp 5. RESEED UNMULCHED,DISTURBED AREAS.
Following Date 2/29/202 AGH ��diipe apEpppp lP risdi standards of e-,e1 i,.. .ar�® ��sof ll' /
'lhe apcable;MNsdiction. < °„/ ,�- >3 .� ✓ Murdock Engineering
fI 4 Y'fi g " ., y . COX .,/.-.Y<oN STRAP- �iR j 9 LLC9
WHEN IRRIGATION TSYSTEM IS PRESENT. EINI re,Pin AK BED
A {4A_41 a P�` ts
RGER,xAN,REEOAMETERRTAPS '�y' L�9nN D .,IfIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIC FUNr M�a TAIMIP I)i"''iIllx DNOE Fr ROOT CROWN TO
AT MTN GRADE �uxx I ro zM116E Main 762-,S730 2U1
Rock Hill,SC 29J30l� EDGE of / / / (80Hi 1,SC 2 7PLANIING BEDINS LL N MINIM P rviBALL i0
O SETTLEMENT BEnu MS.OF ROOTBUNuxRaMutcxTYPICAL PLANTING BED DETAILzE PLAN VIEW OF ROOT ZONE / Engineer:anni CENTERED 3/8.NOTE
ORIGEN IN UNE DAM STRAP
roux,SPACED AMT.,BEE . nNisx GRADE /2.,oNF Fool FOR FncH o, dP t= 5+�1nlIIIr5IbIIE$p!I1nj '
=11111\ '�I=�II-1ILAckFlu AS vEaFl•]IIII IIIIIIIIIII=0FINAL cRnDE ♦ �� ♦ - UN sMA IN . I=IIIIII IIIIII=]IIII ;�G a:d �?O
F L- ♦ ♦ ♦ DEAD TREES ANo SC Rue oR uNoerl �` PROTECTED BY^PARRIER. RA,`,00�Ir I�:;v�HS,x, illllllIllill 1RIIIIIIIIIIIIIIIIITIIIIIIIi=IIIIII-1IIllllll- - - III ''''IN Mv`��.`
01f1010� GROWTH SHALL PE GUT FLUSH xoOTAe 1F5 olp.uN ISmRBt20 5 IL %49T •••••• •`D G '', }pRy
f ...- 1vEX -� PIAGFNT GRADE. NO GRUB I�`,j v L 02�'I�i T62.4
1 .1-- E%ISTINO EOUAL SPACING EDGE IN A U, OP tE.a OF ME ,
GRADE BETWEEN ALL PLANTS BEONTNG Al OWED UNDER DRIP INF. BASKET wnER PRESENT 11111.r„
z"x4"STANDARDS+ I"x4"RAII S „SE P BOTTou m SET ROOT CROrm ,Ks' "\H.CARO/,,
TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN OR ORANGE SAFE.FENCING AT TO CORRECT Mar.ORM SOIL UNDER Rom BAu. AL
MAY BE USED. -=_U= h 1= -II I-I 1+oFES3/0,1,';9'.
L/ I I I II I III -III- ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) A
II I I
FOR EXAMPLE. HEIGHT(RANGE) MAX. MIN.ROOT BALL DM. MIN.R DEPTH
= SEAL
P-2545
APPROVED DATE 02/2007 APPROVED DATE:02/2007 APPROVED DATE:02/2007 CALIPER Ia-is' Is, 24 OOzi ALL • "'
NOT TO SCALE ``dG/NEER���•�
MECKLENBURG COUNTY y MECKLENBURG CO(.S'ri MECKLENBURG COUNTY �I•°. °�0,ZENGINEERo°
LAND DEVELOPMENT n�'l SHRUB PLANTING BED D.ND. REV. LAND DEVELOPMENT - i TREE PROTECTION /SED.Na. REN. LAND DEVELOPMENT � le� TREE PLANTING t
*`a A'.STD NO RBv.
STANDARDSry r 40.05 . STANDARDS �� 40.02 STANDARDS FOR SINGLE AND MULTI STEM TREES) 40.01
This drawing and Me design shown thereon are the property of
Murdock Engineering,LLD.The reproduction or unauthorized use
without written consent is prohibited.Furthermore,this drawing
shall not be used for construction purposes until the engineer of
\ \ \ I a:Citleshand alilvreetl signed a�00 seableetl copies m the appmp
quired fees pall,permlfs M1ave bee
\ \ \ acqui\
red,antl easements have been obtained to tlo so. n
\ \ \ \ PROPOSED STREET FREES ©Murmck Engineering,LLC�2024
"AMERICAN HORNB M' PLANTINGS IN STREET RIGHT-OF-WAY Map:
\ I 40-FT.ON CENTER i
V �\ GENERAL NOTES BRIDGES
\ V A V A v[gixcx x I // I. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS REQUIRED BY TOWN ARE TO COMPLY WITH THE TOWN ZONING REQUIREMENTS.ALL INSTALOTIONs OF IRRIGATION ROAD
\ V A V A R I / SYSTEMS WITHIN THE RIGHT-OE-WAY OF STATE MAINTAINED STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH NCDOT TREES INSTALLED WITHIN
\ / I / TOWN MAINTAINED RIGHT-QF-WAY LIMITS SHALL BE PER TOWN REQUIREMENTS.TREES INSTALLED WITHIN THE RIGHT OF WAY OF STATE MAINTAINED STREETS REQUIRE
\�'�V \
A\ ��'� � V ) V A\ � _ 'cti _ // A pUNnmc PERMIT FROM NcooT.Ncoors REwew ANo APPROVAL paocess MAr wcwoE AooinoNAL REOUIREMENTs ROAD
CLOVER BANK
�a
ili
�) - �__ ENCROACHMENT AGREEMENT EXECUTED RN NCDOT FOR STATE MAINTAINED ROADS.CONTACT NGDOT Fare ADDRRIGATICNFORMAITIION SYSTEMS
GARDINREQUIRE
F o9 F sIIRMITTAI AND\ \ \' A \ \ ( \ ��z�-- s� ���� V I l z. A DRAINAGE srsTM Is REQUIRED FOR All IRRIGATED P Al I
\ -- a� �� a IIABII ITY INSURANCE COVERAGE REQUIREMENTS ITIONAI
\ \ \ \ _ _ �C' 1A. _ // / VItA�
PF INSPECTIONS MAY
/// \ \ HOLLY(TYP.) *OS;e4: `,-� _ _ �S _ . �® .,�„/ // s. ANDsc ASou DRAINAGE
AGE INSPECTION
C ION STIR •
F FOI owwc ��.
'�ry7�// ]NCI UDE TH
•
MIX
OVAI
V A �. �•��e. A� SUB PI/WE NSPECT
DWARF BURFORD *° _ •_
\ F -- • ;; TREE PT/wE oR PUNTING NSPEcnoN '''• SITE
\ i - - 0 � � ., /� / /22� TREE APPROVALS/INSPECTIONS
Ns
IRRIGATION INSPECTION
P
\ \ / /` •: .00 •1��T )� _ ' •.•����� �- --__ ��/lp ! FINAL WALK TREE NHRoucrlcnoN wn
,- • �� _ /// PECTaNs sHA DE PEREDRMED BY TOWN AND/QR COUNTY
�� / •. '/ I .. _ 4V• _ _ / slZ Y Scale:1"-1,200'
_ _-___________---
LOT I \O 1 I �- �,�'� '=-- / i,I Drawing Orientation&Scale:
I I LOT �' y• f V
i I I I #22 / �1 1 t ,, y / v4,
I I LOT / 0 / \)T S3'.7j \\
:� J= LOT #19 / 1 ! �`,' 1 / !e �)
�' #17 I I #20 I I #21 \ LOT
#1 if ./ `/' ___/..„,
1� / ��
'•
I'I I / \ II Ib. illP
i.' LOT I I I ' I y`'// / LOT \ %.'���° /3 \> Y APPROVED DATE:02/2007 0 30' 60'
Pi DWARF BURFORD / \ y:�/ /" 'l #16 #2 . . /• MECKLENBURG COUVII `> TREE PLANTING-NOTES
I HOLLv(rvP) \\ !�!, / / LAND DEVELOPMENT "aka g SCALE:1"=30'
EXISTING STREET v N.
\ ./-J/ // /r C �T�." / \ sn�G- REV.
*ii1i STANDARDS a, r.a DRAINAGE AND INSPECTION/ 40.10 Date:
TREES LOT#15 �' LOT I/ .i/, - . ,. or February 15, 2024
"RED MAPLE" - V y _ - Y
\/ ..,•/a/. /•••' Revised:
I.: Rn r"I Klo _ _ � \ //:/ / • PLANT SCHEDULE
30/06/23 Engineer of Record& 1�
J K �.�-� __ / \ / Minor Layout Revisions
��� / ! / \1 SYMBOL COMMON NAME # BOTANICAL NAME SIZE ROOT SPACING NOTES
LOT s w I a 1' / LOT / /.
11. #14 �� j�/ cs #4 /// /T : 4- 10/16/23 Per Mecklenburg 2n
' l C_i' // \\ \ / / • DWARF 26 ILEX-CORNUTA 24"TALL 5'O.O. 2'SPREAD y
�r IN ✓ .7 /. / Count Pre-Submittal
'N •
•• f. �`, L 5'�p; / \ ^//...//// , /!'/. / 12/13/23 Per TOD&Mecklenburg 3�
•
�;• ,, FORTUNE'S TEA OSMANTHUS X
.i -a\ LOT ' ♦ � `\` f \\ LOT \ ./ /"' !� 18 ::T::LL
2'SPREAD/1:1; v N,\ #5 , /� 01/12/247-1 • 2" B&B 40'O.O.
• HORNBEAM CAROLINIANA
'1 <-SS-< / / / �� 02/15/24 Per TOD Comments 6�
{ F <-55-<� , 0•i` LOT Q/ I WILLOW OAK 14 QUERCUS PHELLOS 2"DIA-8'TALL B&B 40'O.C'
ss-<� \ \ ��,,. #6 \ /.•//JA / / PROPOSED STREET
f.- I d / /•/ lti TREES TO MATCH ss
f��� /"//•/ / /. 'II EXISTING
�'-J •
- i- - \\ \ WA •_.f✓JY•/ / // Y J "WILLOW OAK"
��:', %is/� T�. 40-FT.ON CENTER Seeding Schedule: Seedbed Preparation Notes:
\\ LOT
/
W�`�,\ /.-,7O•//� / /�_- For seeding sites with a 2:1 slope or flatter use the 1. Surface water control measures to be installed according
_ �& / (2,/,/ // /• following U.S.Department of Agriculture specs: to plans.
r •
H I \ LOT \\ N trA..1 // i/ / � A) 100 Ibs of Kentucky 31 Fescue per acre 2. Areas to be seeded shall be ripped and spread withCivil Construction Plan
I.^I #8 / /� / /. •
• ,IDB) 15 Ibs Hulled Bermuda per acre available topsoil 3" deep.Total seedbed preparationfor
_1Z' I I LOT \\ \\ ' i/••i�/ / '/ , C) 10 lbs Kobe Lespedeza per acre depth shall be 4.
#9 !i•i� /j /_ D) 30 lbs Sericea Lespedeza 3. Loose rocks,roots,and other obstructions shall be Davidson Pointe
F, LOT LOT I LOT E) 15 lbs of German Millet per acre removed from the surface to that they will not interfere
F2/..•
Y I-. #12 #11 #10 /" F) 1,000 lbs of 10-10-10 Fertilizer per acre with the establishment and maintenance of vegetation.
rPhase II
"o, Y :� \ --;:-.1,',..,
j / /p /7 EXISTING STREET G) 4,000 lbs of Lime per acre The surface for final seedbed preparation at finished
I I \
'' I °•� �• •/ 'WILLOW OAK" H 500 Ibs of 0-20-0 Super Phosphate per acre grades shown shall be smooth and fine graded. Town of Davidson,North Carolina
.." �,�. • I)) Work Lime and Fertilizer into soil 3"to 4"deep. 4. If no soil test is taken,fertilizer and lime are to be used
" \ I /, / • i / J) 4,000 lbs of Straw Mulch per acre and described above,in addtion,15lbs/1000 SF of Prepared For:
.P. �i i•
DWARF BURFORD
j A HOLLY K) 225 Gallons of Emulsified Asphalt per acre. superphophate is to be provided. J ES LAND, LLC
/ - N .� _ �<1 �.,- 5. If soil test is taken,provide fertilizer and lime according PO Box 5835
AT: ( .i \\ • �'"• a- L�- / Note: to results of test. Greenville,SC 29606
/ \,E_. ; 1 q In areas that will be be well maintained also add 6. Lime and fertilizer shall be applied uniformly and mixed [phone]
/ y • •- - _ D - c i - 50#/acre unscarified Sericea Lespedeza(Aug.-Nov.) with the soil during seedbed preparation.
1 - •__ / i Project Number:
a -eif)- -dD- ":7 JD- -z1D----fi. 2'ti!1 _Jn - _ ��•, or 40#/acre scarified Sericea Lespedeza(Dec.-July). 2214
Ej
P . /� �� Sheet Na
g - - General Notes: General Tree Notes: n Plan
Name:
Landscape
fF - � _ �I -_____--E::::,. !'� • 1. All areas shown with trees&shrubs shall be covered 1. All parking spaces shall be within 60-FT of a canopy tree.
W W W Y r%1 _ withl 4-inches of topsoil and 3-inches of mulch.v 2. Street Trees shall be installed 40-FT on center.
P _• \ \\ CO /^ �'I""w - ._ -' -1 I 2. All areas shown as"lawn"shall be seeded with 3. Shrubs shall be installed 5-FT on center for parking lot
S •- ' --\ I //I //'� -. - - --- native species to provide permanent ground cover. screening. Sheet Number:
%..\ / V+

T��ysOri I� Station Station Station
8B 0+00 1+00 /443112
NORTH CAROLIN.A E00 �° !�90 2+00 3+00 4+00 810 810 0+00 1+00
810 810
N
810 I I 810 Note:this r view was carried out 808
Plan Sheet Is Part Of The based on t e information -808 808
Overall Approval As Of The provided b the n eeer
PP This revie was done desig usingngin the. 806
Following Date 2/29/2024 minimum a ceptable standards of 806 806
the applica le jurisdiction.
'— 804 Boa Murdock Engineering
804 LLC
RTAP_455 29 116 E(0 Main Street, 201
Rock Hill,SC 29730
802 7t02 [phone]
PVI STA:2+00.00 802
PVI ELEV:786.11 Engineer:
K:17.61 800 800 800 800
800 LVC:'l00.00 800
N C g v LOW PT.STA:2+32.39 g m 798 ZAR 4,,,,
6 m d LOW PT ELEV:786.,2 2 798 798 L
i W � /.- -
95�
SEAL ';'1?
N ai =
r%1 U 95 U ° 796 :r 050079 ^
> U> 796 6' 796 `o�'9 ,,=e r c
-0.11% m °I w w .4 x",.iP
794 =,9;y •.FA�c�O
794 794
•� / b24
792
m Ret 792 C N A6h°l% O rfl 792 C :0,:112:41..Af.:R.11.1!.$121,,,4ss,1
p�2,,03 790 790 to - T °t 790 — i> > �,2% 790N >11J N - 5 c
\ 788 7 % -1.82% 1,18% W •vD 0.540788lL1.00% \ 788 �?; �:1.66% C9.`\� 786786
786oE�o`
This drawing and Me design shown thereon are the property of
784 784 Murdock Engineering,LLC.The reproduction or unauthorised use
-784 without written consent is prohibited.Furthermore,this drawing
shall not be used for construction purposes until the engineer of
ee, record
782 and delivered
ll ree wife aha sealed napld,to the
782appmpra e
parities, easements
fees paid,to do so.
have been
782 acquired,and easements have been obtained to do so.
Q Murdock Engineering,LLC 2024
Map:
780 780 780 780 780 780 2
778 778 4
778 ° FARM
ROAD
776 776
776 Rono
774
-774 774 `,t\nca4
-772 772 ./
772
"` SITE
770 770 770 770 770 I 770
0+00 1+00 2+00 3+00 4+00 0+00 1+00 7LfF� 0+00 1+00
Scale:1"=1,200'
Drawing Orientation&Scale:
0 4' 8'
°(LOTT s 19-22> 1€0W
ETBA VERT.SCALE:1"= 4'
ck�. 25 w w 25
/ 0 40' 80'
/ 50' R/W(MINIMUM) /
RWtW E NA ,-vr — aSE °`0' PROPOSED ALLEY#1 SCALE:1"=40'
OEwa k °N 9wM '0°EWALK
S,R,po sL o1 CPG�STR,p 25' (MIN) 25' (MIN)
ALB• _
2%.TM C°o 2.00%SLOPE oPEvaPER Fr. SLOPE 3ie°PER FT. z%-MP.
�- o VARIABLE (13'-6"W/2'-6"STANDARD CURB) (13'-6"W/2'-6"STANDARD CURB) VARIABLE 30'CLEAR OF ALL OBSTRUCTIONS(MIN.) Date:
(MIN) 10'-0"(MIN.) - 13'-0" •.•-• 13'-0" 10.-0' (MIN.) (MIN) February 15, 2024
NEW Le CURB REVERSE PITCH 1'-0"-- - f
23'-0"
�� 0 2 0 f(BIN - 3'-0" f - 4,_p^ f Revised:
(MIN) (MIN) (FIXED) (FIXED) ) (MIN) 10/06/23 Engineer of Record& 1n
fs—yo"�fa'-o"� o"yfs-o'+ zp_p" Minor Layout Revisions
BRIDGES FARM ROAD(WITH ON-STREET PARKING) w °% %1• -)
1/4"ET SEOUl 1/a'/FT. 1r_.l
_ SLOPE d^PER rc mP_1 10/16/23 Per Mecklenburg 2i
.A A,.., r County Pre-Submittal
....-. -_.-_ ._,..,y yes:...-.- r-•r.
RETE
EP RAN z o^coDCURB
2:1 CUT MAX. © Q 0 ® ROLLED CURB 12/13/23 Per TOD&Mecklenburg 3�
YARD - TO -- ao 3:1 FILL MAX. 3:1 CLT MAX. SURFACE COURSE) County Review Cycle 1
LOCAL RESIDENTIAL STIR,- - MAX. 160"CONCRETE
sETBncKiLo:n) t ...�T .uR arF - 1uTACK gFINAL
(PLACE-�\\y ��(ITITIALCOisnumouas uBaoncuka
01/12/24 Per TOD Comments
aL' �nnns�ni coHsinucnooN>E
PROP a B"aT s-o^ LB a LANE Lb r Nr°�N�Oev°A0' E ,E T„r -E 1 �o°o°o°o` PROPOSED ALLEY#2&#3 02/15/24 Per TOD Comments 5�
waTER EnssmsnT mEwnuc PLANTING "" �P`" ���� RASE 1/7"S�, R,= NOTES: 0 0 0 < MP crE
STRIP �� w 1 c. STRIP ,' 0 0 0 o AGGREGATE BASE
COURSE
:°� MP. z.dB9wE R o°o°o°o�COURSEp
2% • \ 1. SIDEWALK SHALL BE PROVIDED ON BOTH SIDES OF 0000000 20'CLEAR OF ALL
', _ �i"��},c'''-���VVV e COMPACTED AGGREGATE BASE COURSE,OR 4"AC BC TYPE 925.00 OR 4' STREET,MINIMUM 4'FROM BACK OF CURB. I0000000� 10096 COMPACTED OBSTRUCTIONS(MIN.)
Rafael; BC BC TYPE HS,INDIVIDUAL APPROVAL REQUIRED).SHOULD ENTIRE 0..0..0.0,
SVnVcSRE
`a- DEVELOPMENT HAVE A CB OF 6 OR GREATER,THEN AN ALTERNAT,vE BASE 2. SEE SECTION 1.F.SIDEWALKS AND DRIVEWAYS.
• COURSE PAVEMENT DESIGN MAY DE SUBMITTED TO THE COUNTY ENGINEER FOR
A - - - 23'-0" •
(3 ram.coviR) " = SU a`//NAI' 3. FOR LOCAL RESIDENTIAL STREETS IN THE TOWN OF
isVl__ COMPACTED SUB GRADE(SEE SECTION 1 n.1a) MATTHEWS,USE DETAIL 11.51.
20'-0" •
JILLIANS LANE(NO ON-STREET PARKING) KEY �_L Civil Construction Plan
SLOPE?TYPICAL PAVEMENT SECTION
® 2'-0"VALLEY GUTTER OR 2'-6"STD.CURB AND GUTTER 2m-�'1 2m°I for
QS 4"CONCRETE SIDEWALK RFvislolvs Davidson Pointe
_ 60'ww NO. DATE DFSC RIPTION A
°FRONT 4 1 Rear"en,FROM.e r "
0.CONCRETE ROLLED CURB
SO' ° Dg REVISED PAWL SECT ALLEY.ALLEY3 .B CONCRETE,ANDARDCURB w0"CONCBON RE Phase II
2 11/16 REVISED SURFACE COURSE AMOUNT
Town of Davidson,North Carolina
e/zz REVISED PAVEMENT MIX TYPES(59-56,e,+. E 83 APPROVED DATE: 02/2007 BASE COURSE
'M'"`MF,TF POURSF -"a Prepared For:
S PROPaa•aT� MECKLENBURG COUNTY �+ JES LAND, LLC
p NE: 'PARktNI — LANE -- t� OCA RESIDESECTION
EC STREET PUBLIC ALLEY TYPICAL SECTIONS PO Box 5835
"'^ , 51°`"'"�°`a%;.".o�.CPG �e��sT"`R;o" ""'ETMP� LAND DEVELOPMENT �, TYPICAL S EC T O V f STD.No. RED. Greenville,SC 29606
ENCROACHMENTS) STANDARDSi�T COMPREHENSIVE STREET CLASSIFICATION SYSTEM (CLASS VI) 01 3 [phone]
LJ C.:_ ] Project Number:
d 4 2214
Sheet Name:
M1NCnER1 1: Alley Profiles
JILLIANS LANE(WITH ON-STREET PARKING)
1
E
Sheet Number: C8

8B .......,_ _
6:16,4, ,-,:.,:.._:.:..„_._":..,
v__,,.00 1_,
N \Note:this review was carried out
Plan et is rt Of The based on the iAformation
\ provided by th design engineer. \ I
Overall Approval A�snnn��IO���ffff The This review was one using the
III
Following Date 2/2a1�024 minimum accep ble standards of
the applicable jur diction. \
Murdock Engineering
\ \ I 116 E Main Street,Suite 201 LC
RTA P-4 5�522 Ile
R ck 0,8762-76300Engineer:
\ \ ssov, EAR,\ > \ \ \ w 2\\ \ \ \\ I CHRISTUIN C JENSEN _l,r050079 z°\/ \ \ \ \\ \\ IDD4654080933 x ,1,°tisd '2,...p/ \ \ \/ \ \ \ CHRISTIAN P ALEGRIA \ \ +� 7 I ...
CHA DRES #106NV\ ADDRESS#118 - \ ---�.a► •„
D ESS#1 6\ \ \ \ PID:46449888 -' Y__. '"'c:�"""""" PID:4654082945\` \ \\ \`---- \ \\ - ADDRES$. Z:.,O \ -.......... / //// ♦ .\N�CARp"'%,7 \
\ PID;.A6L4;9827 „ j'�� �ESS/ON(/�9':/ \ -- - \ \ ... .�_ _ / = 7 SEAL\ \ �\ \\ - -) \ \ .^.,. 3 _-411
jaiiiI y...m. r ® Y f'PGMEER�G:..-ezoo/ \ ADDRESS# 491 `I �� <'Q w+ o: - -- . �_ - / `'�kfNGINEEE;\o°'•// \ \ ROBEPIDRT&464498 44 GER- \ ,l/ csm�ry r _ ga a cre _ �I-. //'�o9 ' � - �� TM1 s drarvng and Me des gn shown thereon are the property of
1111 aREA6Murdock En n ue me re rodumon or unauthorised use
c o acre
rswwucENr ��,� t/
IF
,.I.: aREa o 3o Acre ....._....„. -/� /j been
< � ......... / riate
W ,and easements/ �.. .. llr- co.sou d kE 9 2a
E%YI12tten consent is prohibited.Furthermore,this
d for construction purposG until the engineer
'RIM 791 tlrea�and J f�es"habeen btnp dp tlwit
'.j •. totm 4 , / .. ©M pLLCp2ouga a n d<a�e9�.i ,I Map:• MN �/
/
\ \a DANIEL D&JENNIFER E BEREI N,'. I... ® ' ® ifidWier0r# �2...::::::.:'...::�::::.:.�..:..:...,., „ �'\ ERIDGES FARM 't
1 1
\^� ADDRESS#115 `�• J \ ROAD
\': PID:4644988692 / 1F. . / / 1 rillirijy
\ - 'f �j �1 .:' / /) M ]89.95�.... �' / ,� , fiY' 1 ® OP �JJQj \ / IN ]8215(EX VI 12) cw,151t / ":I II 11W ��� �� c Iry ;ir Ip OUT.781.95\ \ \ - � /osa� , ®Rroc e�J/ CATCHMENT
..'
SITE
WAX
I' .•.
ll
l,.l I II MATTHEW ELGIN\\ \ \ \::•., .•• I .0, ,III - •ci
\1 IllW2:----77-77-All .NP411, 69 4,141111114.. ... / /
�®
ADDRESS#111 ?I 1 I
.I 1,:. PID:4644989516 ® �� / s® uT xM / /' \'� Scale:1"=1,200'
III Y^..-.
... 111 TcrvMexT cr
1 I \> AREA:066 Acre
^ �I � Drawing Orientation&Scale:
a ,.. )- •
\ PIIIIII0 c 0 6o a ..' '\'')
ice / ` A®.S ���,o.. �, / .. N
.� CATCHMENT Ex 2 Tot s MIN •.
/ p[D RESS04 21 7
aria oeonere I � �•��® ............ l `Yw:/ h #3ES LAND Lz17
---IW._I - - - - . roc s m�rv. `�•. , . ® OPEN SPACE/PARK
ADDRES
„
cl,
1.IF.„.'+ �Y►►CBS 101(DOUBLE) ', J RIM:
MCB 7
6
® ' ",% � N 7]544(EX CB 11)
F ....
f
DUSTIADDRESS JENNIFER
107 FRITZ r.;.l j , s` ,�®� �� ��/�!, �.< IN:775.44(EX CB10)
�P' �' �'4,, ® .'�.X'^ /, / %� ... OUT: 79.94
PID.4644989520 i71 ���' / / / 0 30' 60'
J Ex C830
....�........... fly ' -. ..
•
/ / RIM.780.04
,� 3 �9 ..��%••• / /..•' 1, ' OUT:775.e4 /• SCALE:1"=30'
•
•
1 �....., 9 ,:�,®,; j....../y Date.
aREA:CATCHMENT February1 2024
[:::: .
ary s d.6p
., y1 e6 o.6d .. 5,1 �TOMMErvT- ,i' •' �°
I:ARE,:o.osAcre ./
0.60
oc:6Mrv. )
Ex c67 '.�h To „� sty\`•
•
" / r" / / Revised:
JA• RIM:784.03 a / / ° / 10/06/23 Engineer of Record& 1n
: • MARK C FOL , T.780 63 Jgs l• MI / , •• `% / Minor Layout Revisions
• ADDRESS#103 \� M ./ /
PID:4644989464 s ..� '� / / / 10/16/23 Per Mecklenburg 2�
�XCB6 6
• •
"•
CATCHMENT Ex CB CountyPre-Submittal
'L ..,, AREA:0.55 acre \ - I I IN:]79.88(EX CB]) „.
♦ N ✓
100001.
r ^:\ c:0.60 J ,� �. 'OUi:779.b6 ,d •- 'dam ^ /�' IN ]]3 48(EX CB 9)
Toc s MIN. -- / 12/13/23 Per TOD&Mecklenburg 3n
/ r. our.nszs County Review Cycle 1
/ / \., �, .... •a •.. • ,•- / . • �(1 Ex ce z 01/12/24 Per TOD Comments
/ -..•r /' < 1 n RIM 776.45
/ \�. ; do -Jn-an Jn-/,zJn - (t\ :n - - ��•
- �._. ,.' IN 771.95 EX CB 3)
.)L , rrr11.: a - OUT:771.95
t ' `al / ..� 02/15/24 Per TOD Comments 6n
A
-�\ y -• ' �� . EX FESI
-'W----av -w - � w -- w w�_�I mow. r,{ - w
/
EX CB 3
, /.. " _ a. - .. - _� Y� ?\ .. .. 4 RNM]]2522EX CB8 /
\ /I /•'� ",.I / /:','9II; a \ •
RIM:7 77.31 IN:772.42(EX CB 4)
.H F J.rY•/ - 1 "' '�%' EX CB 5 OUT 772.22 /
IN:773.71(EX CB 5)
r lI� / ' RIM:779.61 OUT:773.56
,b �'•r IN:]]6.11(EX CB 6) Civil Construction Plan
�'' OUT:7.11( for
I 1( I II..
/ Davidson Pointe
i.. `i 1 ,I ra / Phase II
h
Town of Davidson,North Carolina
wl / Prepared For:
I
1.1 I;:l _I"'� / JES LAND, LLC
1 l PO Box 5835
8 ..I I / Greenville,SC 29606
'j
.-.7 :' [phone]
d �. 1 / Project Number:
2214
q =1, / Sheet Name:
k.l I' / Drainage Area Map
1 1
/
•
..:I 1•
f
•
j II I •
r '1 - - .] �I II C / Sheet Number:
i . gyp'^�

..„,,00
8Brson;r6,61 (--zi--t,,
.,,.,,,ti ,.
1/5 GENERAL NOTES: III
y-f SHFFT TITIF SPFCIAI RFOl11RFMFNTS AND NOTFi1. A GROOVE JOINT 1"DEEP WITH 1/8"RADII SHALL BE REQUIRED INFORC ED CONCRETE ENDWALL STANDARD DRAWINGS NOTF 1 SFF MCI DS 2D.17 FOR SPI ASH'AD
Note:this review was carried out NOTE: e3a.aobased on the information \ ^:s:, I' IN THE cANC BETE SIDEWALK Ar s' INTERVALS. ONE 1/2"Plan heel . Part Of The PFR s o3sR RF° ` 7 _ ,P SINGLE 54"PIPE 90'SKEWSFF MGIDS 20.,?FDR SPI ASH PAD
rovidedb the desi nen neer. ExPAN51oN JOINT w1u BE REQUIRED Ar 45' INTERVALS NOT raP y e 91 F `'' '.« ' - DOUBLE&TRIPLE 54"PIPES 90.SKEW SFF MCI DS 20.17 FOR SPI ASH PAD
Overa I A oval As Of The T1 F'=F ...1EXCEED 50'AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
PP This review was done using t e K GF WAII K VOLE 60"PIPE 90'SKEW SEE MCLDS 20..FOR SPLASH PAD
minimum acceptable ADJACENT CURB.A SEALED 1/2"EXPANSION JOINT WILL BE
Following8:to 2/29/2024 ptable standards of �aAr DOUBLE&TRIPLE 60"PIPES 90'SKEW SFF MCI DS 20.17 FOR SPI ASH PAD
••:`f REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
the applicable]risdiction 'SINGLE 66'PIPE 90'SKEW SEE MCLDS 20.17 FOR SPLASH PAD Murdock Engineering
m RAr,K OF cuRR 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6"THICK. Fn1181F&TRIPIF 66"PIPES 90'SKEW SFF MCI DS 20.17 FOR SPI ASH PAD LLC
y `I y f 1°y .� .ri,:✓ , D0.1 72'PIPE 90'SKEW SEE MCLDS 20.17 FOR SPLASH PAD
11 1 J WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL DE A A38.JC RE\F RC o aR CK NCv DOUBLE&TRIPLE]2"PIPES 90'SKEW SFF MCI DS 20.1?FOR SPI ASH PAD 116 E Main Street,Suite 201
R A 552 \ xP JOINT 3F MINIMUM OF 5'.
838.75 NOTE FOR REINFORCED 12WALL STANDARD DRAWINGS 838.51 THRU 838.73EE MC LDS 20.17 FOR SPLASH PAD Rock Hill,SC 29730
A [phone]
838.80 PREM._ONC RETE EN CN' SINGLE 12"THRU 72"PIPE 9D'SKEW
c'-o" a'-o" b'-0" LLLTTCR LIP 5 STREETSK TO BE POURED TO END OF RADIUS AT INTERSECTING A4003 FR^I. BASIN 1% PIPE Engineer:
1`\ 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL 84000 CO PAD FCR RUCTURES
El DWI
r CURB BE A MINIMUM OF 5'. 84D 01 BR- 4 ,
PIPF
'F ON STANDARD BASIN 12'THRU 54' PIPF TYPE F AND G GRATES ARE OPTIONAL WITHIN THE TOWN LIMITS
Anp.04 CC'.. NOTE t OPENINGS PFRMnTFO IN ,11 ��.
FACE o CONTINUE JOINT AT N t2"THRU a&' PIPE 4 SIDES Ol1TS1DF OF STREET F;":'�; ,,
BACK of CURB 1/8"RADIUS 6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. N 28 DAYS. "�� .
5'TRANSITION FROM 4'WALK MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE STD.8�0-4 ��`'?,(-��y 'i
TO 5' WALK.ALL WALKS MUSTY PLAN VIEW-PARALLEL RAMP 7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS 84005 BR.- .T(::T. /W �. /92 '
SLOPE A' 12'1 `� 12' THRII 48' PIPE OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R /
BE A MIN. 5'WIDTH AT RAMP. WITHOUT PLANTING STRIP WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. MANHOIF RING AND C.OVER REOUIRED IN TOP SIAR SFF STO.Fi:O."u
SLOPE "B" 1/4"/FT ^.: / T / E NOTE 1 _ _
SLOPE "C"5/8'/FT '•t^„'::, +t^ Ba0 to&Ba01 \
1 `K rn'
1 A" 0 1 a" •
30 PIP �w z�SEAL
r R, r PE _I.0. 050079.0 97
BACK OF WA K F UTFT UR UAE 12?THRLISTANDARD" DF OS Po NOTE 1 -8 1....„,„d 55..O z
"PIPE NOTE 1
>>" Tor TNJnu, °AW of curze a4C 1= ,,,RET1. E C.RATE rE o 11�"THRU 36"PIPE NOTE 1 ;�q�yAN R•,��Q`aa
+ 1/2"EXPANSION Jowl MS NOT FOR USE IN PEDESTRIAN nRFns �02�'Ir�il`Z(J24
El
E NOT FOR USE IN PEDESTRIAN AREAS
3�`� '�- JONI FILLER Tcc �, l... ',�
��� 111r1
RETE ,,,,o\H CAR 0e-.,
1/2 2iPF ESS/•
PIPE ?�:QpF 049.L9
�� ouTTFR Ila TRANSVERSE EXPANSION PROPOSED cuRB &GUTTER _
BACK or CURB �� .:•: PIPF ¢ _
JOINT IN SIDEWALK SEAL
CONTINUE JOINT AT . 2545
Nei PROPOSED 4 CONCRETE SIDEWAYK �j
COLORED 1,4 ••FNG/LEERY. •�e.
e DMFNso. ACA c.CURB o PERNSTD.NO.10.35B DETAILS SHOWING EXPANSION JOINTS NL =FTF(25o0s1)_THE COUNTY REQUIRES 3600 PSI CDNCRFTF STRENGTH 0 98 DAYS.3600 Ps ,pE, .......• X�Gw•�
TRUNCATED DOMES cola
APPROVED DATE: 441EIVGINO-Ro°
41 VIEW DIAGONAL RAMP WITHOUT PLANTING STRIP .'OT FOR CONCRETE SIDEWALK
=FOVED DATE: 02/2007 NOT TO SCALE NOT TO SCALE APPROVED DATE:02/2007
MECKLENBURG COUNTY • " 'NV MECKLENBURG COUNTY L, MECKLENBURG COUNTY s,_a. msdrawng and Me design shown thereon are the Dmperty of
N C DOT STANDARDS Murdock Engineering,LLC.The reproduction or unauthorised use
E (j ACCESSIBLE RAMP STANDARD WITHOUT �t -c k ` wthoutwritten consent is prohibited.Furthermore,this drawing
LAND DEVELOPMENT ,� 9 D.No. RE. LAND DEVELOPMENT ��•0 CONCRETE SIDEWALKS o R LAND DEVELOPMENT APPROVED FOR USE IN MECKLENBURG COUNTY o eengneerof
Iiw•t.'. d ,STD.N *nrr'v X sro N shall not be used for construction purposes ono t
STANDARDS Vka PLANTING STRIP 2' 6:: CURB AND GUTTER STANDARDS yt STANDARDS �^,A' AND TOWNS, INCLUDING ETJ record has delivered signed a.sealed copies totheapp:oprate
10.32A 0.22 20.00B P parities and all requiredr<eshageneenpadp<rmishaa<b«n
ac9u red,and easements have been obtained to do so
CO Murdock Engineering,LLC 202,1
G 10 FEET IN LONGITUDINAL SECTION 29 L- (•A•SEF NmE a) 1 GENERAL NOTES: Ma Tq
41
a AC F SIDFWA IYPIGAI VARIES 1. DOUBLE CATCH BASIN ONLY F.US_MII-IN IOWN MAIN-AILED STREETS.INSTALLATION '1
L/4 L/4 LT B., H/4'KP -v11/4"oPEP F7(MIN) ON STREETS WITHIN EXISTING/FUTURE NC DOT MAINTAINED RICHT OF WAY REQUIRES A
09 _J9 /a MINIMUM OF ONE 4 FOOT LONG SECTION OF REINFORCED CONCRETE PIPE BETWEEN 8,
7 CATCH BASINS. SLAB TO BE MONO--FIC BRIDGES
M �' 2. SFF NC DOT STANDARD A40.01 FOR DFTAl15 BASED ON PIPF SIZE PFR CROSS SECTION. 11111 REINFORCING i0 BE
3. CONSTRUCT TWO SINGLE BASINS PER NCDOT STANDARD WITH DOUBLE INTERIOR WALL CONTINUOUS.
A yB yC mAl cn BACK OF CURB +6%° � SECTION A-A ROAD
2-6'�I_ - Iwo 4. ALL CONCRETE TO BE 36DD P.S.I COMPRESSIVE STRENGTH.
- - a 0 5. BASF SIAR SHAH BF MONOI ITHIC. xono
I
6. SFF STANDARD NUMBERS 10.29 AND 10.30 FOR PI ACFMENT OF CATCH BASIN.
7. RCP PIPE SECTION D2 CONNECTING CATCH BASINS SHALL HAVE A MINIMUM DIAMETER
Nti)N ��� SAME AS OF OUTI FT PIPE D3.
J/0 NTFxPA < .
•
FACE of cuRe� � NOTES. e. rill RFwraer,wc srEFI SHOWN ON NC oar STANDARDS Is TO BF PROVIDED AS M -� J M
1. HF HFVA ON 0H IHF _NA S H ::: IFA1. Y' CONTINUOUS MEMBERS.(NO LAPS,USED AS A SINGLE CONTINUOUS BAR IN THE SLAB) •• G[1pC.151
�A - yC SIX INCH S OR MORE IH N F(,H F N CHFS AHOVF IHF J I; ;I
ROADWAY CROWN. IHIS FI FVAI ION OI FFFRFNIIAI SHAH HI
'-
LIP of cuTTER/VIP �w �� ■
CONSISTENT w1n uN LAc 11 BLOCK.
Ir� ��� 1� �i
z ALL CONCRETE To BE 3600 Ps STRENGTH _ Y - Y j -. j� M. SITE
PLAN VIEW 3. ALL CONSTRUCTION PRACTICES.INCLUDING COMPACTION,
AT DRIVEw vI ErvTRnmCE • • - _ �� INLET LJ ���� '����
CURING,FINISHING,ETC.SI IALL BE IN ACCORDANCE 'c,f: : : r .:: ...`,:. .`
WIIH IHF MFCKMNHURG COONM IAND 1.810.(1.1 STANDARDS. --ILJLJL LJLJ0.1. p PLAN 'Nn TY
f1f1 f1f1f1F'
4. MANNING STRIP SHAH HI GRADED WIIH A CROSS SIOPF ce
8 3/4- HFIWHN 1/2 IN.P.HMI AND 1 1/4IN.PFR MI ..C..•.•:. • 8 3 #4 BARS
FXCHPI WHIR, I XI)ISSVH NAIURAI GRADES MAKH IHIS Scale:1"= ,
RI MINIM. WRAC IICAI.IN SUCH CASH S, I. COLINIY /2"FHPANSION
..•: JOINT ., q BARS Drawing Orientation tale.
_ ;... -.�.. � •,...�.:` ENGINEER MAY AIIIHORI/F A S1111AHIF GRADE.
1 200• ili
L. .. ... .',a. '..„ 5.. All uRlvFwars Mus HH MI I. C.uRRHNI IowN DRNFwaY �� ��
2' 4 1/2' 3 201 1/2 RFGUI AlI0N5 AND NCIl01 RF QHIRF MHN S INCI UIIING B. NOI A 1 PLAN i._1 A
Mcli 10 SPACING,SIGH INMANCH AND OHS,IS FROM L.;" :!' ;. der n
PROPER IY NFS AND IN RS 1,IONS. •• t • e"
SECTION A-A SECTION B B SECTION C-C •• _ oT=T Iv
6. A 9RFAHOVFR SHAH 9F 8%OR IFSS(A Al GF9 RAIL DIFFERENCE).CONC RETE WALK
o �� o �'_ . 1� L- \►J. PRIOR APPROVAL IS REQUIRED ON GRADE .
WHAT ARE SHOWN. .�.,. ,; .. ___ I'
cv
NOTES: caoovF Jowl.' SF." CI Y-Y 15' to 24" SECTION J-J 30" TO 36" PPE
0 30' 60'
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS. M18.%". .
APPROVED DATE: 02/2007 APPROVED DATE: 02/2007 APPROVED DATE:02/2007 SCALE:1"=30'
NOT TO SCALE NOT TO SCALE NOT TO SCALE
Date:
MECKLENBURG COUNTY ° MECKLENBURG COUNTY `'. MECKLENBURG COUNTY Op February15, 2024
CURB TRANSITIONt RESIDENTIAL DRIVEWAY TYPE BRICK DOUBLE CATCH BASIN
LAND DEVELOPMENT gpp LAND DEVELOPMENT + LAND DEVELOPMENT �` rnD-NO RF: Revised:
G /STD.NO. REV 5•'rrr^T'Y r STD.NO. R 1 5" THRU 2 5" PIP E
STANDARDS 40n�' 2'6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER STANDARDS Rik, FOR VALLEY GUTTER STANDARDS ��.`.' 10/06/23 Engineer of Record&
�a 10.19 Arms10.27A : 20.03
v Minor Layout Revisions
CORNELIUS
10/16/23 Per Mecklenburg 2�
JOINI SLAM 1/8"RADIUS QYPICAL) NOTES: County Pre-Submittal
1 1. SEE THE LATEST EDITION OF THE TOWN OF CORNELIUS 12/13/23 Per TOD&Mecklenburg 3I
`�r� LAND DEVELOPMENT CODE County Review Cycle 1
1 1/2"59.5B ASPHALT
.:,. ., : (nNAI C,ONSTRUC.TION) OS 12 24 Per TOD Comments 4
„., ..I R. • < .1. 2. CONTACT: TOWN PLANNER [phone] rnr.<rP T(P A. / /
I.I1v. 1 . � . .•.:e: ,a. JUST PRIOR TO TIVAI 1 1/2"59.58 ASPI IAIT
G
• Ja1N1 FILLER E COURSE,OR 4 ASPHAL / /4 Per TOD Comments
• 1 TACT..o.r T1AL cousTRuc TION)
GATE
" CONCRETE OBASE EDOUR COURSE, B25.08 e„ 02 15 2 6
DAVIDSON III-11..1I e
TRANSVERSE EXPANSION JOINT NOTES: coMPACTTD SUDCRADT
TYPICAL PAVEMENT SECTION
NOTES: 1. SEE DAVIDSON PLANNING ORDINACE SECTION 11.2 NOT TO SCALE
STREET REGULATIONS (FOR us IN coRNn I.AND DAVIDSON)
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
A 10-FOOT SPAC INC MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED 2. CONTACT: TOWN PLANNER [phone] Civil Construction Plan
PLAN BY THE COUNTY ENGINEER TO PREVENT UNCONTROLLED CRACKING. for
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. 3. REFER TO TOWN ORDINANCE FOR WHEN FINAL
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. LIFT OF ASPHALT IS TO BE APPLIED. Davidson Pointe
3- ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. Phase T7 I' 11
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. HUNTERSVILLE
2
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. NOTES: Town of Davidson,North Carolina
A 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. Prepared For:
6 6. TOP 6" OF SUB GRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. 1. SEE THE TOWN OF HUNTERSVILLE ENGINEERING STANDARDS FOR TYPICAL SECTION (STD. 219.1) JES LAND, LLC
NOTE: PO Box 5835
IONS
e. .TRANSITION FROM 2'-6" STANDARD CURB TO VALLEY CURB 2. CONTACT: TOWN PLANNER (704) 875-70G0 /o. DA RENSDescRlPnoN V Greenville,SC 29606
AT A DRAINAGE INLET ONLY. 1 5/29 REVISED TGIF [phone]
3. REFER TO TOWN ORDINANCE FOR WHEN FINAL LIFT OF ASPHALT IS TO
SEE STANDARD 10.19 FOR CROSS SECTION GEOMETRY. 2 7/10 CHANCED HUNTERSVILLE
< APPROVED DATE: 02/J1 - APPROVED DATE: 02 2007 BE APPLIED. 3 11/1VREv. N.SECT&NOTE 83 FOR HUNT.,CORN.. Project Number:
APPROVED DATE oz/2007 1o/v REMOVED NOTE q3 FROM FOR caRNEuus "f"I i /1
NOT TO SCALE NOT TO SCALE 5 9/222EVSED PAVEMENT MX TYPE(S955 B25.00) LLlY
MECKLENBURG COUNTY MECKLENBURG COUNTY MECKLENBURG COUNTY Sheet Name:
CATCH BASIN FRAME CORNELIUS, DAVIDSON AND HUNTERSVILLE
LAND DEVELOPMENT •nt �s, `.o_ RF, LAND DEVELOPMENT Gam. G CONCRETE CONTRACTION JOINT ,„.„No RE: LAND DEVELOPMENT w -AEI/ s No Details
a. STANDARDS �� N VALLEY GUTTER STANDARDS lh STANDARDS ' TYPICAL SECTION RESIDENTIAL STREET 50 5
0.29 1 0.17C
2
Sheet Number:
C10

8131 Dai ynCAROLI.
NOA
NC ES: RECOMMENDED MI cI-IP^CT
Note:this review was carried out
Plan.E.heet - Part Of The A ST 0E ofiri 6r iAFl 2"-3"WAYlED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE t e Max. Vw
HE @�9?l�1th5T�e48e�1pJ�Ngb�ST EET n POST
�� ��
Overa I App oval As Of ThericErg 6; ,:c2 Qanry�b6R RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. a--.r„._ _I 1
I wIRF ITNC.ING PARKING ANGLE 90'
Following I:te 2/29/2024 THE EIOttnenomSIcvteptAblai8RaedalldsrotA :ONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT o WAY OPERATION oN v) 1 1 1
1II 1II 1I ONTO WcacT 5 0uggdfaralS PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL a ;I „ , F w M'ry oN Murdock Engineering
STO JE AS CENNNDITIONS WARRANT'AND REPAID OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 04LI r r „j �, I ,> wnr d k E erl
[ I
LLC
4. Y SEDIMENTS LLED DR PED,WASHED,DR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. < ....-Low
3 3
h
.oPc
5. E UST BE CLE INED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN # -. •ASITY �.E -- Y I 1 FOR VCCESSOIBEE PARKING116 Rock HilE Main l, 29730,Suite 201
R AP ��BE DONE IN AN AREA STABILIZED W CRUSHED STONE WHICH DRAINS INTO AN I II II IIn11=11�-n 11 Ilnll IIAn11ElI II II^�II�I�II�n II MAN e 6 vfia to a iT 0 ,6,_, o STANDARDS/SIGNAGE SEE STDS [phone]
P D E STD.N0.3.118. _ II II 11=�1I 5010A, B,AND C.
I-III-I .III --III - -I-rr
o. rA50E IFF-ThE DRIVEWAY
DRIVEWAY(STD.10.24&10.25)TO Iw 11 II II I=II�Bl[ IIll=II II=I I II= II=II= \ /m \ m /m \ /m
ACCESS THE CONSTRUCTION SITE THE DRIVEWAY IS ON A THOROUGHFARE. =11 _ _ _ _ ory nHIL wIIH a\ o /j a\ /j a\ /T 2. PAVEMENT MARKINGS SHALL BE Engineer:N 4"WHITE PAINT.
PARKING ANGLE 60• \ /'5 F"\ '- -,\, /LL 3 ALTERNATIVE PARKING ANGLES, 5,,TCA,p
110'MIN- GENERAL NOTES: ( ) A o, /C A\ ,,o A\ ."o AISLE WIDTHS,AND OPERATION /2 V,
PUBLIC STREET WIDTH AND SHALL HAVE 4 ONE wAY OPERATION ONLY To\ 1 /'a o\ 1 /Q o\ 1 /IQ ( Si
TWO-WAY ANGLED PARKING OR
EXISTING GROUND'vvl - 2 MINIMUM OF 6 I INF WIRFF USED WHFRFASI SPAC
FFNCF IS TO REMAIN FOR A PERIOD OF \ / a\ / a\ / REVERSE-ANGLE PARKING WILL ,.. ,..,,, SEAL 9•
BE CONSIDERED ON A ) (�/•�• .... �:
MINIM FABRIC FENCE SHALL BE A MINIMUM of NC.IN
5,= WOVEN Ell TER FAR RIC B CASE-BY-CASE BASIS.
SOIL sTAB,L,ZARON FABRIC MORE THAN.To OATS. 3 I 3 �N 050079=.•,,
WASHED STONE UNDER 2"-3" STEEL3. POSTS SHALL BE 5-0 IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL ¢, FOR DIMENSIONS OF PARKING �O�`.;"'d �"'^.•O:
,PE. SPACES AND AISLES IN THE TOWN %„9T•• •�O,.
OF MATTHEWS, REFER TO UDo pY Hq•"••'•M�
Too MIN. i STAY SPACING.SHALL RE AT LEAS ryra cnS WITH A MINIMUM of 6 LINE WIRES WITH 6 MAINTENANCE NOTES: \ / "\ o/ „\l'T/ 155.607.3 }N RE'I}1 v5 TURN 5 T FFNCF UP S OPF Ai ENDS. t LTER BARBERS SHALL BE NSPECTED BT THE F ANC ALLY RESPONBBLE P \ \ug\ \ _\ \u 02711T T62.4
;°5[ REQUIRED TO RF SHOWN ON P ANS AT THE Tar OF Prea aNaF6 RANFA ANY REPAIRS NEEDED FHA BF MADE MMFDATF T DURING PARKING ANGLE 45' °4.n.
(CAR,,'
":, ?3,, a SLOPES GREATER THAN Io FEET VERTICAL(zn SLOPE) scHou DIS�HFNFABR DECOMPOSEIMMEDIATELY
OR FroMFANF FLL �:�F PRIOR DAILY LEAST T FA (ONE war OPERATION oNlr) A A \o AA \ AA \a ,.,` AY O/
d. .. - of THE EXPECTED speLE FE AND rNEBARR BARRIER nECEssARTH*REND S\ \_ �\ \ S\ \�= j����;'opESS/p`4;:;Lq%
� ct AUACFN SWIM BUFFERS.RANG IS RESERVED
FOR UALFEN Froth GRADING OSEDIMENT SHALL EPODEPRaMPINEFFECTIVE
\ f / \ f \ f / e l..
.", m GUIDELINES).THE COLOR ORANGE STREAMS
MRESERVED FOR SV VISUAL IDENTIFICATION OF 3.; Q `-
a m. .liy ENVIRONMENTALLY SENSITIVE AREAS smHFNT DEPOSITS PA sHOu D BF SEDIMENT
c SEAL
THE SI OF THE BS RFR. ANY BF
THE s T BF D ssrD ra cDNFaRM TD THE Fx srwG P 254NG FFNCF s RFMovFD SHA D M FNT REMAINING N P AC F AFTER
.. zkY sS-j`�::v:,. ? s- x B. NncF N I/a ACRE PFR 100 Fr OF FFNCF. GRADE.PREPARED AND SEEDED. Cr z-0. �j •��'1T-6'1V 0 16' 0: 3-2 T
F .ARD NA '%'p'pFN�/NEER� ��:
.,OEM•...°...�@�G..
WATERWAYS OR OTHER
., a 4 ENGINE
APPROVED DATE:02/2007 I 6/92 ADD(D NO .
NOT TO SCALE NOT TO SCALE APPROVED DATE'02/2007 NOT TO SCALE
MECKLENBURG COUNTY s� MECKLENBURG COUNTY MECKLENBURG COUNTY �s' �?, This drawing and Me design shown thereon are the property f
HIGH HAZARD ,dock Engineering,ng,LLD The reproduction or unauthorized use
Ar(£ �(I�'c , k nI d without wHtcen consent's prohibited.Furthermore,this draw,
LAND DEVELOPMENT ,.A ;g STABILIZED CONSTRUCTION ENTRANC E rOT,1.N. RE, LAND DEVELOPMENT <�of LAND DEVELOPMENT ,s PARKING STANDARDS D No alnotbeusedmreonsvu construction sent teengneero
yMa yhhn record has de vend s gned and sealed ap es to the appmpram
STANDARDS = 30 11A STANDARDS TEMPORARY SILT FENCE 30.06B /\ STANDARDS 50.09A 1 and have
V paHtes an required fees pad perm[s have been
acgri red,and easements have been obtained to do so
Q Murdock Engineering,LLC 2024
2'-6"STANDARD CURB &GUTTER Map: x
1 PROVIDE CATCH BASIN OR SLOPE PARKING AREA
ADDITIONAL PARKING BAYS AND TOWARD STREET FLOW LINE.
CHAMFERS/REVERSE CURVES AS
�p \ r / / �,� �~ APPROPRIATE. 4'R P
�� �� GENTLE SLOPES STEEP SLOPES II IIIIIIIIII PG e 4
GENERAL NOTES: \ � wgsHE6 r �� ,4c._ ROAD
#g•• Sr°"F 100 Ibs/acre tau fescue "
1. SEDIMENT SHALL BE REMOVED AND TRAP °o°°°°°°*:.:°:' SEEDING 30 Ibs/acre Sericea lespedeza r PT FR
RESTORED TO ITS ORIGINAL DIMENSIONS °S°B°RIP,"'" 80 Ibs a re of tall fesue T ROAD
WHEN THE SEDIMENT HAS ACCUMULATED A� °cs-' R4P�°o,°, STORAGE MIXTURE /a (unscarifled after August 15) CLOVER
TO 1/2 THE DESIGN DEPTH OF THE TRAP. AREA /A 10 Ibs/acre Kobe lespedeza ,P
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN di' e e_ op° �� T I PARALLEL-PARKING OG T R Lpc Mv5, .
FALL:August 25 - October FALL: August 25 - October 15 7 MINIMUM pgVEMENT MARKINGS
A SUITABLE AREA AND IN SUCH A MANNER 9L
THAT IT WILL NOT ERODE. �i _ e e- 'VAT
Late winter:February 15 - April 15 Late winter:February 15 - April 15 PER MUTCD(TVP.) PC' FS
soe
_l_
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add 01.14.,
3. THE STRUCTURE SHALL BE INSPECTED BY STORAGE e�- \T�_�O MV•
THE FINANCIALLY RESPONSIBLE PARTY OR AREA ° DATES IS Ibs/acre hulled Bermudagra ss 15 Ibs/acre hulled Berm ud ag toss PT �o SITE
.4'4
HIS AGENT AFTER EACH STORM EVENT AND / (CATCH
REPAIRS MADE AS NECESSARY. `/ BASIN Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded ----
tall fescue is very effective, tall fescue is very effective,
4. CONSTRUCTIONSUCHOPERATIONSAM SHALL H Oyl - NOTES: NMEXT INTERVENING
TOR /
EROSION AND IN SUCH A MANNER THAT �/ ,,,,�. NEXT(THIS POINT OR FROM
EET
EROSION AND WATER POLLUTION ARE J SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000 1. CHAMFERS/REVERSE CURVES NOT NECESSARY IF FROM THIS POINT OR FROM
MINIMIZED. \ AMENDMENTS lbs/acre limestone and 1000 Ibs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/acre 10-10-10 ADEQUATE DRAINAGE CAN BE PROVIDED THAT WILL PT.(SEE MATRIX BELOW) STREET Scale:1"=1,200'
„o fertilizer. fertilizer. ENSURE THAT SEDIMENT,WATER,DEBRIS,ETC,DOES NOT DrawingOrientation&Scale:
5. THE SEDIMENT TRAP SHALL BE REMOVED tR COLLECT IN 90-DEGREE CORNERS.
AND THE AREA STABILIZED WHEN THE / \
DRAINAGE BASIN HAS BEEN PROPERLY PLAN VIEW / I 1 /1'V 2. PARALLEL ACCESSIBLE SPACES AND LOADING ZONES TO
STABILIZED. NOTE 1 BE REVIEWED ON A CASE-BY-CASE BASIS.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY 12-#5s7,2 EO r1_5 Ground Cover--Protective cover must be established o all disturbed o within 21 calendar days after
BE REQUIRED UNDER THE WASHED STONE. Rv Ras land disturbing activity is completed or on
temporarily ceased. 3. FOR PARKING BAYS THAT ARES FEET IN WIDTH OR \
os GREATER,THE PAVEMENT MARKINGS SHALL BE SET AT �► \)
7. MUST BE LOCATED AT LEAST 30'AWAY _.-_ ,'M ONE(1)FOOT LESS THAN THE STALL WIDTH.
FROM VEHICULAR TRAFFIC, `-_ '_ NOTE 2 y zo MINIMUM DISTANCE TO NEXT INTERVENING STREET
TM, :CATCH S Graded slopes and fills--Protective cover must be established on all graded slopes and fills within 21 calendar days after 4. GREATER SEPARATION FROM INTERVENING STREETS THAN Qo DRIVEWAY LOCAL/COLLECTOR TH'FARE �'
BASIN a phase of grading 's completed or hos temporarily ceased, THE DISTANCES PROVIDED IN THE MATRIX MAY BE a_1 LOCAL/COLLECTOR 20' 20' 20'
REQUIRED AT TOWN OR COUNTY'S DISCRETION. Ja
��-` LLIU THOROUGHFARE 20' 20' 50' 0 30' 60'
�I 5. POSITIVE DRAINAGE SHALL IA PROVIDED EITHER T §p
SECTION A-A �II.Iiild-M-®eneemo INSTALLATION OF APPROPRIATE DRAINAGE STRUCTURES 4
APPROVED DATE:02/2007 APPROVED DATE:02/2007 OR SLOPE PARKING AREA TO STREET FLOW LINE. a a APPROVED DATE:02/2007 SCALE:1"=30'
NOT TO SCALE LLm NOT TO SCALE
Date:
MECKLENBURG COUNTS MECKLENBURG COUNTY, " MECKLENBURG COUNTS 2' February 15, 2024
LAND DEVELOPMENT STONE INLET PROTECTION D.NO. BET. LAND DEVELOPMENTS 1 SEEDING SC HEDULE o,No, RE. LAND DEVELOPMENT �Arl
p PARALLELPARKING STANDARDS STD.ND. re -
STANDARDS vry STANDARDS vry 1q STANDARDSl o> Revised:
30.08 ^ 30.17A50.09C
V 10/06/23 Engineer of Record& 1�
NOT TO SCALE NOTES Minor Layout Revisions
1 BLADES LLON ABA'THICK.
P ST SFALL E 1UT5 0R
, f BoeareAuoY Dae•TH CK POST SHALL ID o•N - • 10/16/23 Per Mecklenburg 2�
250'(THICKNESS) LENGTH TUBULAR 23]50D GLOSS GALVANIZED STEEL
���� CONTINUOUS MILL DIPPED,WITH NO RAW ENDS OR 40, County Pre-Submittal
'�uuI r POST z to a 1590 WALL ALUMINUM(SEE DETAIL B). n.m¢ LG300
7za]s f APO4 HMnHHI I Pole: legend { 12/13/23 Per TOD&Mecklenburg 3
-..-,rX § § § § § q,� g..116.1 G r ass,oar T VT 2. CAP TO BE PLUM NUM p380 ALLOY OR EQUAL SLOTTED FOR ^ Classic __ .- call \'R'( County Review Cycle 1
s 0i 8) Ogr(THICKNESS) + s•EX RuosDBLAOE z3]s o BASE DEcpsT AND coca.
( .. S! VO ps ra to of POLISHED.CAP SHALL BE TAPPED TO RECEIVE AND -1 ,
o i O INCLUDE 3 STAINLESS STEEL SET SCREWS FOR POST NhE can°ii°" 01/12/24 Per TOD Comments
..hI III III III III - MOUNTING AND 2 STAINLESS STEEL SET SCREWS FOR !E x,„, ,,,,o
n n �I II�n II II II II I�III II=1=II n II= AlBDETAIL TING.SET SCREWS HAVE . pro-ua,
i I Inn-n=n n n n-n n I=I n n r�i �' ® SEE DETAIL DI. €€ - s a W•Mr'tea.e.
lay!III-III -;dC97rF- � III - ,f- - r k
Ti ll-I I IIIIIIIIIII 111I=IIIIII n II=11 II II4L� II II i14,11
- - 3. BLADE SPACER BRACKET SHALL MEET SAME „R„rrox, "a"^ 02/15/24 Per TOD Comments 5�
IIIII IIIIRI IP II I-II III III-II.. I I- 4 Neff•
tarf .a..m...a.a ...a..SPECIE CATIONS AS THE CAP WITH 2 SCREWS TO EACH €=II 4 BUDE MOUNT NG(BEE OETALO). X.nw..aamwm.. •:I
ITHE FACE OF ALL BLADES SHALL MEET COVERED WITH Si o w= aa rx.n ��ENGINEERING GRADE SHEETING WITH/am WHITE DIE f
I I REVERSED SCREENED.708 V 9.
WBiiO
\ �U�1r'11 1.G525' TRANSPARENT GREENE 6.HIGH UPPER . PRIMARY LETTERS SHALLS B AND �, 4-.j.. ��re-- szm
\4•� 2'S• Simi -. PREFXISumx LETTERSSHALLBE,FHWA 3EHGH UPPERCASE. ///w.n� II .an mom nmaw.• 4 EE r.. n m" va.we u.ioe.onen
L BLOCK NUMBERS SHALL BE PLACED IN
THE LOWER RIGHT CORNER AND SHALL BE 3"HIGH,
WA SERIES C.ALL MATERIALS TO BE VACUUM AND lit wI
.slin, HEAT APPLIED TO A PREPARED ALLUMINUM BLADE,
WHICH HAS BEEN CLEANED AND ALL FOREIGN MATERIAL .,.� `°M� tab 010.1,1
�� �awnw=.oath `""" "�•o ^ Civil Construction Plan
GENERAL VCTES: MAINTENANCE NOTES- I
, •� 0826 REMOVED(SEE DETALE) ""0"mnon ZG4-,314.444.31 I, - '•' for
S 1 N F i R aUi FT SHA 9F 16 NCHFS HCH BUT NO TA FR THAN 8 INCHES. t C O f r•," rAAw.wn
0 WASHED STONE ON THE UP USED AND COVERED
ERED WITH 4 NCHFS OF NC DOT♦/.5 PRO ONCFD RANFA .ANY REPAIRS NEEDED SHA BE MADE MMFDATF Y. THE STANDARD ALPHABETS FOR HIGHWAY SIGNS INS '
o. Davidson Pointe
FILTER OUTLETS SHALL BE INSPECTED Y THE FINANCIALLY RESPONSIBLE PAR,
HIS ACNT MMFDATF,AFTER EACH RANFA AND ATFAST a6 DURING 1 [
R'T 2. THE STONE SHALL BE REPIAC ED PROMPTLY AFTER Y EVENT THAT HAS CLOGGED 1 © \ T EDITION,REPRINT MAY 19]2 AND THE LATEST EDITION .-:� 2 . w a paw .,..1161OCCIMOI011.8� a m'W� Phase II
V OF THE MANUAL ON UNIFORM TRAFFIC CONTROL qq
3. POSTS BE C 0 E RD DEVICES. ew f m0,=▪ MOP MOW...o,,,arooan,na
& T T,.„F-rF FF 4,T R•T e„<F-a1! TF.a r AT TF T SEDIMENT OFPOSITS SHOUI 0 BF REMOVED WHEN DEPOSITS RFACH HAI F THE
OR REMOVED T. © .I oOLI- 8_' B. ALL STREET NAME SIGNS ARE SUBJECT TO rxr "' . °�. I saw �1�x�1*�^ C.O.. TOM Of Davidson,North Carolina
v Ex. ,_C�0_,P RED AND SEEDED BF DRESSED a CONFORM To THEHECHT OF THF PARRIER ANY SEDIMENT DEPOSITS RFMAININC IN PI ACE AFTER
�M ,id -_ NUMBERS SHALL BE PROVIDED ON SIGNSAPPROVAL BY THE COUNN ENGINEER.LPNDi.
F a Via NFxa
"" ly Mg
coRREsvol+o]o oFFcwLLv pPPRoveo °"'°'.'Ma Prepared For:
s $ �\, ADDRESSES 444.434 ID , ie a ma, u- ckl JES LAND, LLC
& T II ] IF THE STREET IS INTENDED TO BE PRIVATE.A nor „ commm
II D SUPPLEMENTAL PLATE IS REQUIRED.THE "19M tom N Pta �' naaa,x.a.,,a4r maraa� PO Box 5835
VV11 �L SUPPLEMENTAL PLATE MAY BE FITTER ATTACHED TO ( I40VAL➢rO INFORMATION ( ArIWVAL OIOMINWM111lOX Greenville,SC 29606
ALL SIGNS SHALL BE REFLECTIVE AND MEET THE FHWA I` �`r LI 2�� 3'TYP. THE SIGN OR AN EXTENDED BLADE WITH BLACK ON 3--., �- O -1 - m .I-' - ��
STANDARDS OF REFLECTIVITY SEE MUTCD MANUAL,LATEST ` 0o YELLOW SHEETING MAY BE USED THE SIGN SHALL HAVE u v ((� [phone]
V 3'TYP. BLACK LETTERS L THATTE SHOW PVTE A STAND FOR ..a r x.I� '- M,S -�- -\ -1:..„-....1:..
tl NI -' Lukich a Project Number:
o RELEASE FOR SPECIFICATIONS. PRIVATE.THE LETTERS SHALL BE AT LEAST 3 HIGH, \� ,„•,� 8 v
a 2 III r.H" UPPERCASE FHWA SERESC ON ON A BACKGROUND
APPROVED DATE:02/2007 °w of YELLOW ENGINEERING GRADE SHEETING.(SEE
i a NOT TO SCALE DETAIL F).
€ _' MECKLENBURG COUNTY MECKLENBURG COUNTY LIGHT POLE DETAIL STREET LIGHT DETAIL Sheet Name:
P LAND DEVELOPMENTk I SILT FENCE LAND DEVELOPMENT G �ld1= POLE HEIGHT:12-FT MAX.FOOTCANDLES:2-FC Details
-TD- reF, -��a STREET NAME SIGN
F STANDARDS e ym� OUTLET OPTION STANDARDS yr COLOR;BLACK MIN.FOORCANDLES:0.5-FC
30.06C =r SO.OSA • MAX.SPILLAGE:03-FC.
Y o
V Sheet Number:
C 1 1

o;
Th<�y^ eral Notes: :�,I Section 2:Protection of Surface Water Quality During and After Construction
8B J()11 Il,co B
NORTH cnRouNA Locations,elevations,an F 0i , s o existing utilities,structures,and other features are shown according to the best information 1. Surface water quality shall be maintained by employing the following best management practices in the construction planning and
available at the time of pre.-• n"ofthese plans.The Contractor shall verify the locations,elevations,and dimensions of all existing construction of all improvements.
utilities,.,tructur_s and othcr fcstures, ecting this work,prior to construction. 2. Where practical,stormater shall be conveyed by swales.
2. Prior ofjhe in( ggAfweyt-dgp, rplyfion the Contractor shall verify any existing utilities including gas,water,electric,cable,TV, 3. Erosion control measures shall be employed to minimize turbidity of surface waters located downstream of any construction activity.While /
Plan Sheet Is Part Of The comn u&icationstiTh954frqusewers and storm drainage systems,on and/or adjacent to the site.Remove or cap as necessary. the various measures required will be site specific,they shall be employed as needed in accordance with the following:
Overall Approval As OT The
Coptractor shall exercise caati®n in reas of buried utilities and shall call"ULOCO"at 1-800-632-4949 at least 48 hours prior to 3.1. In general,erosion shall be controlled at the furthest practical upstream location.
PP 'LVnst'uction to arrange for fieldhldm3tion of buried utilities. 3.2. Stormwater inlets shall be protected during construction as shown on plans.Protection measures shall be employed as soon as practical /
Following Date 2129I24:124he Confi iator is responsible.fdmEdycefri g any damage to existing facilities,above or below ground,that may occur as a result of the during the various stages inlet construction.Silt barriers shall remain in place until sodding around inlets is complete.
work pp4Mstnpted by the Cor6izttor or Su contractors as called for in these contract documents. 4. Heavy construction equipment parking and maintenance areas shall be designed to prevent oil,grease,and lubricants from entering site Murdock Engineering
S. It is the Contractor's res ome familiar with the permit and inspection requirements specified by the various governmental drainage features including stormwater collection and treatment systems.Contractors shall provide broad dikes,hay bales or silt screens LLC
ag ci hpppppp������ny�i�e The Contrac or shall obtain all necessary permits prior to construction,and schedule inspections according to around,any sediment sumps within such areas as required to contain spills of oil,grease or lubricants.Contractors shall have available,and 116 E Main Street,suite 201
RTA P 415
c st 2q/ n[s.
how drawl gs on all precast and manufactured items to the Owner's Engineer for approval.Failure to obtain shall use,absorbent filter pads to clean up spills as soon as possible after occurrence.
5. nog Hill,SC z9)3o
6. II� Silt barriers:Any silt which accumulates behind the barriers,and any fill used to anchor the barriers shall be removed promptly after the A Lo IC
i
II
[phone]
approval before installation may result i removal and replacement at the Contractor's expense. end of the maintenance period specified for the barriers. I-7. All utility service stub-outs(water,sanitary sewer,etc.)are to be installed within 5'of buildings,unless otherwise noted on plans. 6. Where required to prevent erosion from sheet flow across bare ground from entering a lake or swale,a temporary sediment sump shall be I Engineer:
8. Contractor to coordinate with the applicable electric utility supplier regarding any necessary relocation(s)of underground and/or constructed.The temporary sediment sump shall remain in place until vegetation is established.on the ground draining to the sump.
overhead electric facilities and for the location and installaiton of transformer pad(s)and associated electric facilities. ttCA
9. Safety: D •• R /2%a
9.a. During the construction and/or maintenance of this project,all safety regulations are to be enforced.The Contractor or his Section 3:Control of Wind Erosion: \ /1
representative shall be responsible for the control and safety of the traveling public and the safety of his/her personnel. ( •°.. 9i.
9.b. Labor safety regulations shall conform to the provisions et forth by OSHA in the federal register of the Department of Transportation. 1. Wind erosion shall be controlled by employing the following methods as necessary and appropriate: w SEAL c
S 9.c. The minimum standards as set forth in the current edition of"NC Department of Transportation Standard Drawings"shall be 1.1. Bare earth areas shall be watered duringconstruction as necessaryto minimize the transport of fugitive dust.It maybe necessaryto 'ca. 050079 iv,;
42
followed in the design,applications,installation,maintenance and removal of all traffics control devices,warning devices,and barriers limit construction vehicle speed if bare earth has not been effectively watered.In no case shall fugitive dust be allowed to leave the site ,1,\dr ���°p
necessary to protect the public and construction personnel from hazards within the project limits. under construction. I %,9TygN R•..0�0��,..
9.d. All traffic control markings and devices shall conform to the provisions set forth in the"Manual on Uniform Traffic Control Devices" 1.2. As soon as practical after completion of construction,bare earth areas shall be vegetated. 'I ',
prepared by the U.S.Department of Transportation Federal Highway Administration. 1.3. At any time both during and after site construction that water and/or vegetation are not effective in controlling wind erosion and/or et-t '02Ptlr tbz4
9.e. All subsurface construction shall comply with the"Trench Safety Act".The Contractor shall insure that the method of trench tranport of fugitive dust,other methods as are necessary for such control shall be employed.These methods are include erection of s)aR lietalgeing ngx ,rrr
protection and construction is in compliance with the Occupational Safety and Health Administration(OHSA)regulations. dust control fences.If required,dust control fences shall be constructed in accordance with the detail for a silt fence except the •,�'\N,CAROM'.,,
minimum height shall be 4 feet. a its BC D 175 :�., of.SS/oN(/.'9
It shall be the sole responsibility of the Contractor to comply and enforce all applicable safety regulations.The above information has been e 9
provided for the Contractor's information onlyand does not imply that the Owner or Engineer will inspect and/or enforce safetyregulations. 24 ..15625 Bc 4 tD _ a
P Y 9 9 ® so .Ts , toc s tzs L. 5 SEAL
Demolition Notes: 36 .tits I Izc 6 15 T9. ° P-2545 I 3
10. It shall be the responsibility of the Contractor to obtain and"on-site piping permit"(if required)for construction of the proposed utilities. Aa 1.25 t NO B 20
FN a�;°�
This permit must be obtained by a duly licensed Plumbing Contractor(or Class A General Contractor)prior to the start of construction. 1. Contractor shall submit demolition schedule to Owner prior to proceeding with demolition activities. 0•°�MEER; V,
These plans and any subsequent revisions to these plans that are issued by the Engineer,will be subject to the approval conditions of 2. Extent of site clearing is shown on drawings. ��'o��ENGINEER\,�,��,
this permit. 3. Site demolition work includes,but is not limited to:
11. The graphic information depicted on these plans has been compiled to proportion by scale as accurately as possible.However,due to 3.1. Roadway
CoLGeS:LEGEND -MITE(RETRGREFLECRVE)
reproductive distortion,reduction,and/or revisions,information contained herein is not intended to be scaled for construction purposes. 3.2. Drainage area BACKGROUND-RED (RETRONEELECDVE) This drawing and One design crown thereon are the property or
12. All specifications and documents referenced herein shall be of the latest revision. 3.3. Site Utilities t Murdock Engineering,LLC.The reproduction or unauthorized use
13. All underground utilities must be in place,tested,and inspected prior to base and surface construction. 3.4. Landscaping without written consents prohibited.Furthermore,this draws"g
4. Conduct site demolition operations to ensure minimum interference with roads,streets,walks,and other adjacent occupied or used shall not be used m,construction nd sealed purp cop",m the engineer or
14. Work performed under this contract shall interface smoothly with any other work being performed on-site by other P J P d has delivered coned and copies to the oPProPrinto
of
Contractor/Subcontractors and utility companies.It ill be necessary for the General Contractor to coordinate and schedule his/her facilities.Do not close or obstruct streets,walks or other occupied or used facilities without permission from authorities having jurisdiction. parities and CO required fees have been paid,permits base been
activities accordingly. 5. Provide protection necessary to prevent damage to existing improvements indicated on plan"Existing to Remain". acquired,and<as<ro<nts have
NUmo obtained
a gineering,LLC 2024
15. All disturbed areas within the City,County,and/or State right-of-way shall be sodded. 6. Restore damaged improvements to their original condition,as acceptable to parties having jurisdiction. I.
16. Where applicable utility trenches crossing pavement areas shall be backfilled with granular material in 12-inch layers and compacted to 7. Remove waste material and unsuitable and excess topsoil from property and dispose of off-site in a legal manner. Map: 4
100%maximum density as determined by AASHTO T-99. 8. Locate existing above ground and underground utilities in areas of work.If utilities are to remain in place,provide adequate means of 2
17. Contractor shall acquire right-of-way utilization and/or underground utility permits from City,County,and/or State prior to construction. support and protection during demolition operation.
18. Contractor shall acquire excavation/fill permit from City,County,and/or State for this project. 9. Should uncharted,or incorrectly charted piping or other utilities be encountered during demolition,consult Project Engineer and Utility B c4
rf
19. Contractor shall be responsible for the restoration of any traffic signal equipment including by not limited to fiber,loop sensors,pull Owner for immediate action. ROAD
boxes,conduit,traffic signals and cabinets.Any items damaged by the contractor will be restored to their original conditions unless 10. Demolish and completely remove from site material indicated on plan or notes"To be Removed"
otherwise agreed upon by the County Traffic Engineer. 11. Protect structures,utilities,sidewalk,pavements,and other facilities from damage caused by settlement,lateral movement,undermining,
20.The Contractor will import topsoil at no additional cost if necessary. washout and other hazards created by the demolition operation. coon
12. Contractor shall restore all disturbed areas to existing conditions or better.Furthermore,Contractor shall provide the Engineer photograph
of pre-construction conditions and post-construction conditions as noted on plans. sc
13. Contractor shall maintain stormwater management system during construction to insure no damage to adjacent properties occurs during �+u``:2
Shop Drawings: storm events.
14. Contractortor to remove all visible reasonable identifiable material,equipment,etc.from the site if not needed for new construction.
1. Contractor must provide shop drawings to Architect(2)weeks prior to construction for each of the following components:Sanitary .-co''''
Sewer,Drainage System,Water Distribution System,and Pavement Sections.
2. Refer to Specifications for additional requirements. Sign Notes:
1. Stop signs are to be high intensity grade.
Clearing and Site Preparation Notes: 2. Proposed signage shall be in accordance with Local Ordinance.
Scale:1"=1,200'
1. The Contractor shall be responsible for the proper installation of the erosion control devices,as shown on the construction plans,prior to Drawing Orientation&Scale:
any site clearing and/or demolition.Refer to the"Erosion Control Notes"section contained herein for additional requirements. Dewatering Notes:
2. Prior to any site clearing,all trees shown to remain,as indicated on the construction plans shall be protected in accordance with local
tree ordinances,and details contained i n these plans.It shall be the Contractor's responsibility to maintain these trees in good 1. During the excavation of the stormwater ponds the Contractor must construct a sediment basin to provide a discharge point for dewatering.
condition.No tree(s)shown to remain shall be removed without written approval from the Owner and local agency having jurisdiction The sediment basin can be a cell in the proposed excavation area of a pond or it can be a bermed area above ground.All dewatering must
over these activities. be held in the sediment ara until the water is clean such that there would be no turbid discharge.After the water in the sediment basin is
3. The Contractor shall clear and grub only those portions of the site necessary for construction.All disturbed areas must be seeded, clean the water may be released into the existing stormwater system provided there is no adverse impact to the existing system.
ti
mulched,sodded,or planted with other approved landscape material immediately following construction. 2. Under no circumstances will the discharge from the dewatering be released directly into on-site wetland areas if present. �►
4. The top 4"to 6"of ground removed during clearing and grubbing activities shall be stockpiled to be used for landscaping purposes unless 3. If Contractor encounters silty/clay snad,which may cause the water to become turbid,Contractor shall treat the sediment basin which �' .
otherwise directed by the Owner.Remaining earthwork that results from clearing or grubbing or site excavation is to utilized on-site, chemical additive such as allum in order to promote to coagulation of the particles which allow the silts to settle and the water to become
provided the material is deemed suitable by the Owner's soil testing company.Excess material is to either be stockpiled on-site,as less turbid.If turbid water is encountered during excavation of the ponds,the Contractor shall notify the Engineer of record immediately to
directed by the Owner or Owner's Engineer,or removed from the site.The Contractor shall be responsible for acquiring any permits that determine the course of action that is appropriate to eliminate the turbidity and allow discharge that meets Water Quality Standards. 0 30' 60'
are necessary for removing any excess material from the site. 4. The Contractor shall sequence the excavation of the stormwater ponds such that a sediment basin will be available at all times.The
5. All existing debris(above or below ground),construction debris,and other waste material shall be disposed of off-site by the Contractor sediment basin can be relocated as necessary subject to the water within the sediment basin being non-turbid and acceptable for discharge SCALE:1"=30'
in accordance with applicable regulatory agency requirements. off-site.
6. The Contractor is to prepare the site in accordance with the soils report(if applicable). Date:
7. Contractor to be responsible for installation of temporary construction fence around entire perimeter of property.Type of fence to be February 15, 2024
submitted by Contractor to Engineer for approval. Best Management Practices:
Revised:
Contractor shall ensure compliance with appropriate condition of Local and/or State Development Regulations pertaining to the Best Management 10/06/23 Engineer of Record& 1n
Erosion&Silt Control Practices.The Contractor prepared plan shall address the following areas: Minor Layout Revisions
1. General Erosion Control
1. All erosion and siltation control methods shall be implemented prior to the start of construction.During construction,denuded areas shall 2. Protection of surface water quality during and after construction 10/16/23 Per Mecklenburg 2n
be covered by mulches such as straw,hay,and filter fabric.All storm sewer inlets in the vicinity of the project shall be protected by 3. Control of wind erosion County Pre-Submittal
approved inlet protection methods.these shall be maintained and modified during the construction process to minimize downstream The various techniques of actions identified under each section indicate the appropriate situation when the techniques should be employed.Also
siltation.When construction is completed,detention areas will be reshaped,cleaned of silt,mud and debris,and re-sodded to properly identified is a cross-reference to a diagram or figure representing the technique.It should be noted that the measures identified on this plan are 12/13/23 Per TOD&Mecklenburg 3n
detain the intended storm quantities. only suggested BMP(s).The Contractor shall provide pollution prevention and erosion control measures as necessary for each specific application. County Review Cycle 1
2. Protection and stabilization of on-site soil stockpiles:Fill material stockpiles shall be protected at all times by on-site drainage controls 01/12/24 Per TOD Comments
which prevent erosion of the stockpiled material.Control of dust from such stockpiles may be required,depending upon their location
and the expected length of time the stockiles will be present.In no case shall any unstockpiled material remain more that thirty(30) Grading&Paving Notes:
calendar days after substantial project completion. 1. All existing utilities shall be field located and flagged prior to the start of work. 02/15/24 Per TOD Comments 6n
3. Protection of existing storm sewer systems:During construction,all storm sewer inlets in the vicinity of the project shall be protected by
sediment traps such as harware cloth&gravel,sod,stone,etc.Which shall be maintained and modified as required by construction 2. The Contractor shall remove all vegetation,surplus soil,demolition rubble,and other undesirable materials.Such materials shall be
progress,and which must be approved by the Engineer before installation. promptly hauled from the site and disposed of in accordance with governing laws and codes.The Contractor shall shape the sub-grade in
4. Sediment basins and traps,sediment basin measures:Perimeter berms,sediment barriers,vegetative buffers and other measures accordance with the grading plan,taking into account the thickness of the paving system.The tolerance of rough grading shall be within}"
intened to trap sediment and/or prevent the transport of sediment onto adjacent properties,or into exiting bodies of water,must be high to 1"low.
installed,constructed or,in the case of vegetative buffers,protected from disturbance,as a first step in the land alteration process,such 3. Where asphalt paving meets concrete paving such as at concrete curbing,the asphalt should be finished q"to z"above the concrete surface
systems shall be fully operative before an other disturbance of the site begins,Earthen structures including but not limited to berms, to allow for further traffic compaction of the asphalt.
earth filter,dams or dikes shall be stabilized an protected from drainage damage or erosion within one week of installation. 4. A joint plan for the concrete paving shall be prepared by the Contractor and submitted to the Architect for approval.Joints shall be provided
5. All swales,ditches,and channels:Channels leading from the site shall be sodded with Tall Fescue within three(3)days of excavation. along property lines where all driveways cross. Civil Construction Plan
6. The construction of underground utility construction:Underground utility lines and other structures shall be done in accordnace with the 5. During preparation of the sub-grade and until the paving is in place,the Contractor shall promptly take reasonable measures to obtain and
following standards: maintain a dry site condition.Such measures shall include pumping for free surface water,minor hand and/or machine shaping to facilitate �.1 for
6.a. No more than 500 linear feet of trench stall be open at any one time; water removal and other operations to speed drying. Davidson Pointe
6.b. Whenever consistent with safety ans space considerations,excavated materal shall be case to the uphill side of trenches.Trench 6. All deleterious subsurface materal(i.e.mulch,peat,buried debris,etc.)is to be excavated and replaced with suitable/compacted soil as
material shall not be case into or onto the slope of any stream,channel,road,ditch,or waterway. directed by Owner's soils testing company.Deleterious material is to be stockpiled or removed from the site as directed by the Owner, Phase II
7. All erosion control and siltation control devices shall be maintained:Checked regularly,especially after each rainfall and will be cleaned excavated areas are to be backfilled with approved materials and compacted as shown on these plans.Contractor is responsible for
out and/or repaired as required. acquiring any permits that are necessary to removing deleterious material from the site. Town of Davidson,North Carolina
7. The Contractor shall be responsible for protecting excavations against collapse and will provide bracing,sheeting or shoring as necessary.
2 Dewatering methods shall be used as required to deep trenches try while pipe and appurtenances are being placed. Prepared For:
gSection 1:General Erosion Control: 8. All necessary fill and embankment that is placed during construction shall consist of material specified by the Owner's soils testing company JES LAND, LLC
�_ or Engineer and be placed and compacted according to these plans. PO Box 5835
1. General erosion control best management practices shall be employed to minimize soil erosion and potential pond slope cave-ins.While 9. Proposed spot elevations represent finished pavement or ground surface grades,unless otherwise noted. Greenville,SC 29606
i the various techniques required will be site and plan specific,they should be employed as soon as possible during construction activities. 10. It may be necessary to field adjust pavement elevations to preserve the root systems of trees shown to be saved.Contractor to coordinate [phone]
- 2. Cleared site development areas not continually scheduled for construction activities shall be covered with hay or overseeded and with the Owner's Engineer prior to any elevation changes.
periodically watered sufficiently to stabilize the temporary goundcover. 11. Contractor shall trim,tack,and match existing pavement at locations where new pavement meets existing pavement. Project Number:
3. Slope of banks of retention/detention ponds shall be constructed not steeper than 3:1 from top of bank to two feet below the control 12. All traffic control pavement markings shall be made in accordance with Local and/or State Standards. 2214
13 elevation. 13. The Contractor will stabilize by seed and mulch,sod,or other approved materials any disturbed areas within one week following Sheet Name:
g 4. Sod shall be placed for a 2-foot wide strip adjoining all curgin and around all inlets.Sod shall be placed before silt barriers are removed. construction of the utility systems and pavement areas.Contractor shall maintain such areas until final acceptance by Owner.
14. The Contractor shall restore off-site areas to equal and/or better conditions that existing prior to start of construction. Notes
15. Unless otherwise noted,grade to meet existing elevation at property line.
g Paint Note: 16. Survey monuments or benchmarks which have to be disturbed by the work shall be replaced upon completion of work by a registered Land
P_ Surveyor.
C 1. Where applicable double yellow stiping,handicap,stop bars,and finreline striping to be thermoplastic 17. Final grades shown include sod height.All areas shall be graded to drain away from the buildings. Sheet Number:
C12