NCC241414_Site Plan or Location Map_20240515

CIVIL SITE DEVELOPMENT PLANS
FOR
AsHEouT sTARBucKs
1505 E. DIXIE DR
ASHEBORO - RANDOLPH COUNTY - NC
PROJECT NO.: 23.0004
MARCH 2024 # SHEET INDEX
C-0 COVER SHEET
C-1 GENERAL NOTES
4 SEAL C-2 EXISTING CONDITIONS PLAN
C-3 SITE&UTILITY PLAN
® :zy _ C-4 EROSION CONTROL PLAN
° , C-5.1 GRADING PLAN
C-5.2 ROOF DRAINAGE PLAN
C-6 SPOT ELEVATION PLAN
C-7 PAVING PLAN
E SAL15gURY ST Gardner Engineering, PLLC C-8 STANDARD DETAILS- 1
Engineering Land PlanningPermittingC-9 STANDARD DETAILS 2
ASHEBORO C-10 STANDARD DETAILS-3
MALL NC Engineering Firm Cert.Auth#P-2804
C-11 STANDARD DETAILS-4
P.O. Box 3048 C-12 EROSION CONTROL DETAILS- 1
Asheboro,NC 27204 C-13 EROSION CONTROL DETAILS-2
ph: [phone]
4z STE C-14 EROSION CONTROL DRAINAGE AREA MAP
email: [e-mail] C-15 LANDSCAPE PLAN
VICINITY MAP www.gardnerengineeringpllc.com C-16 LIGHTING PLAN
SCALE: 1:=1,000'
CIVIL SITE DEVELOPMENT PLANS
FOR
ASHEOUT
STARBUCKS
1505 EAST DIXIE DRIVE
RANDOLPH COUNTY-ASHEBORO-NC
PROJECT NO.:23.0004

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PROPOSED CONCRETE / T .�i `.•( ® v
WASHOUT / 1215. 3 3 .0 E...°�
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•0 / �� T Y 1. AT ALL TIMES DURING CONSTRUCTION, THE NC DEMLR SELF INSPECTION AND :, 0 GINS ®`\�
nnn/ _ ake !Ali _ _ MONITORING FORM MUST BE KEPT ON SITE AND UP TO DATE. THE FORM CAN ,�'IRYH JJ
�.Yl �• �� ` /� .2� �\P` �• •� / 1 \ ION 00 -, i _� i` BE OBTAINED AT ����innln��OO�.
aa` �, �� ro • E--E- T P://DEO.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOU ROES/
n N 1A/1 Aalx3 8■ •-4� g °0./`i o A EROSION-SEDIMENT-CONTROL/FORMS
/ /r nail 30110if(' a �Q �,� \ - 2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT
/ / f gym„ , • 11 I LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL
--E-_ 1/ ��g�o a• SS T:822 4' EVENT GREATER THAN 1 INCH PER 24 HOUR PERIOD.
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aTUP I aTU� C:82119' 3. ALL STORMWATER DISCHARGE OUTFALLIS (SDO:S) MUST BE INSPECTED AT LEASTE a I I I _--_ ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT
� GREATER THAN 1 INCH PER 24 HOUR PERIOD.o, TW:822.• - IBW:820 5' 4. GROUND STABILIZATON MUST BE RECORDED AFTER EACH PHASE OF GRADING�1 REFER TO GROUND STABILIZATION CRITERIA TABLE ON THIS PAGE FOR
X �,• ,�/��o I STABILIZATION TIME FRAMES. FOR TEMPORARY AND PERMANENT SEEDING,
FERTILIZATION, AND MULCHING RATES REFER TO THE TABLES PROVIDED IN THE
�� •,� DETAIL SHEETS
i - 1:111?914_:)%?9,8b,:' a . Al I I T:823.4' 5. DISTURBED AREA: 0.74 ACRES o
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° • TW:823. o
';) Q1416; ' 1
a 11
I BW:820. P. B. d 0
o ° PHASE 1 CONSTRUCTION SEQUENCE
cc' i 1 cl,' Im `�• PROPOSED PROPOSED �� B
PROPERTY LINE ... y c B
1 B'
/ _ -'--'-Y'-- Iq 1. OWNER SHALL OBTAIN ALL APPLICABLE PLAN APPROVALS FROM CITY OF ASHEBORO,NCDEQ, '� �.I ap iN,
BUILDING / •
BESOT AND ALL OTHER APPLICABLE FEDERAL STATE AND LOCAL AGENCIES PRIOR TO �i p N �O
t2,46 0 S F ` CONSTRUCTION. �� x z
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.. TEMPORARY c .__1.__.� PI P. 0 0 , .00
CONSTRUCTION ` 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. yy•���. *�
ENTRANCE m - 1 III V O O,q N N
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3. INSTALL TEMPORARY SILT FENCE WITH SILT FENCE STONE OUTLETS. 44
FFE: 820.75 i yy y�
-,; O W a 0 11
1 4. INSTALL TEMPORARY INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS. 1
en 3
\ 5. BEGIN SITE GRADING. og tin 33
.�i-i1
0 - m 6. •AS SITE APPROACHES FINISHED GRADE INSTALL PROPOSED STORM DRAINAGE STRUCTURE AND v O
A
TW:823.25' PIPE WITH ASSOCIATED TEMPORARY INLET PROTECTION. }-I x.
1 BW:820. I- .) g
J . x (PROPOSED ADA \ I7. COMPLETE INSTALLATION OF ALL UNDERGROUND UTILITIES. T1 v
_, 4 CO
RAMP v
�, l PARCEL #2 8. INSTALL STONE BASE ON ALL PARKING AND DRIVEWAY AREAS. �•1 W
0 op / 0.59 ACRES ~ REXISTING ETAINING WALL W
�}, w _ , (DESIGN BY 9. COMPLETE BUILDING CONSTRUCTION.
Cr
O , OTHERS) 10.COMPLETE PAVING OF PROPOSED PARKING AND DRIVEWAY AREAS AND INSTALLATION OF ALL
n /X :� � PROPOSED SIDEWALK,CURB AND GUTTER. m N N N
c�Jlvlln (/1IIIII�) _
A O v I 11. STABILIZE ALL DISTURBED AREA ON SITE AND SCHEDULE INSPECTION WITH NCDEQ.
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1 V ..p�� -- •
il
I12.WITH APPROVAL FROM NCDEQ REMOVE ALL REMAINING TEMPORARY EROSION CONTROL MEASURES. ww\V' O I13.STABILIZE ANY RESULTING DISTURBED AREA IMMEDIATELY. O 0
Z� \ I1 � � 41
�
TW:823.10' 5 In In
(� I BW:820.3' I p W 41 41
0 L-ci- 0 0
\ J Ip
.Q, ■ I PARCEL #1 o w a a
■ I / 0.76 ACRES >:
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r N 1 I I N
r !• 0 / ALL SITE IMPROVEMENTS SHOWN ON
PARCEL #1 ARE PER CONSTRUCTION p p
TEMPORARY r DRAWINGS PREPARED BY SUMMEY
SILT FENCE TEMPORARY \ 'f•OylaiJI--11 ENGINEERING ASSOCAITES, PLLC AND
( ) J)x INLET PROTECTION 0.\ ■ v SHALL BE CONFIRMED BY
■ (TRW.) \ CONTRACTOR PRIOR TO START OF . `�•' it
■ x I I CONSTRUCTION oN PARCEL #z DRAWING LEGEND a
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I.
V �` • - -- - -- PROPERTY LINE ° o 0
TEMPORARY SILT FENCE I
STONE OUTLET -,' ,1 - - -
(TYP•) �, ��\ �� d I �� TW:822.95 - I - -�� - ADJOINING PROPERTY LINE ik 0 N
IxEXISTING MAJOR CONTOUR
\\ / B W:820.3' ---- _ - EXISTING MINOR CONTOUR
Q\� I N 2 1
v
�� `\ Cil
'/ \� \/ y I \
. I II ��820- PROPOSED MAJOR CONTOUR
/ �,p TW:822.8'-
1 x 81g_ PROPOSED MINOR CONTOUR
W S 20.
• ^� TEMPORARY INLET I / V \\ W W W EXISTING WATER MAIN
�� PROTECTION
I
( ) T:822.8' SS S5 SS EXISTING SEWER MAIN
/ ' C 8223 UGE E%(STING UNDERGROUND ELECTRIC a U0
1 L �� • \ �R v F0 EXISTING FIBER OPTIC LINE O .�i
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-W W W- PROPOSED WATER W 0
■ / �pi Inv 18"RCP•:07.71
8 I l - - m
- A(..- v T Inv 15"RCP::�8.46 El
''C( Rim:818.86 0p0
/, \\ I�V � SS SS SS PROPOSED SEWER O B.
Q/ O P4
EXISTING STORM PIPE
x v v 7• v env LL:79.01 V ' ST ST ST j
q �s � ST W pi 1 .
\\ �]' ST �1�St ST-ST / \� � ST 5 ® EXISTING STORM STRUCTURE W . z
_LI •'� �\ STry/ L E E `� ` PROPOSED STORM PIPE Z PI 0
Sty
N(P',RDOTOADA I � ST SST-ST \ 5T \`\\ \`\ - '\ I ❑ PROPOSED STORM STRUCTURE O ,a., 0 O
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RAMP - y ,.x ��'.. \ 5� \--- I rL� \_ + -XXXX- SILT FENCE o U .'L'i
■0 � 1 -E---\E-,-E--E-- - •10 E F E- --E--E--E--E-�E--E-- --E--E_- --E--H--E-�E -E_ WW
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T /5T ST S "R 5 ik. 1� j k / 144
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L. - ., ''- _--+■M,C:}..■IN�IN II�IN���S�� NtriNE SILT FENCE STONE OUTLET
, �•. Sr z 1 ■■ • ■. ■si•��X�x �� ------- bleee_ SCALE AS NOTED
\ _X 1!=�X��_ +'�'�'
OGrC'�sj •
/ ST . / W _ - - _-- ------ LIMITS OF DISTURBANCE ZHG
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/ • Vic\ ..• - ■ CHECKED BY ZHG
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F/b i • - F- / __ - %b ■ PROJECT NO. 23.0004
/ • _ - �� a��� SHEET NO.
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sr $�� ......... ...�
■aagi - ■■■■�■■A• 0' 10' 20' 30'
7`��9 /' DRAWING SCALE