NCC223677_Site Plan or Location Map_20221028

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Town of Mooresville, North Carolina
Plan Approval for Roadway, Drainage, Water & Sewer
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VICINITY MAP
NO SCALE
ATown
of Mooresville
Project Number 2020-036
/ 04 �05 8 17 15� SUBDIVISIONS CIVIL PLAN SHEETS
103 fit' 119 \ 152
\
102 120 144 145 • COVER to CO-4 APPROVED CONCEPT PLANS
101 � 122 121 142 143 � ,J EXC-1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
..... � 1536 / \
99 - 123 141 S-2.0 OVERALL SITE PLAN
oo,o t\TV 124 140 i
S-2.OA OVERALL PHASING PLAN
so 126 '25 '39 �a1n� 154B a . S-2.1 to S-2.1 A WEST SITE PLANS
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127 Si�e4m
\ / 79 36 Aeta/ 55 / S-2 2 t S-2 2A EAST SITE PLANS
158 -
Town of Mooresville, North Carolina
As -Built Certification
I certify that these plans (including roadway,
water, sewer, and drainage) have been as -built
through field verification and measurements and
the information contained on these plans is
accurate to the best of my knowledge.
Seal
Professional Engineer or Professional Land Surveyor Date
78 13Ili
7
76 / -
77 � 128 136 � ..� 157 \ .owN
S-2.3 SITE DETAILS
75 °�
129 '35 '58�. / S-2.4 SITE SPECIFICATIONS AND DETAILS
S� / �
74 �) 66 �" 32 "' 134 �� 6 180 159 �- S-2.5 LANDSCAPING SPECIFICATIONS AND DETAILS
71 72 73 y \ 131 I S-2.6 LIGHTING AND SIGNAGE PLAN
y 87 89 �
v- 86 / EC-3.0 to EC-3.2 EROSION CONTROL PLAN (PHASE 1)
�° 90 \ 130 163 EC-3.3 to EC-3.5 EROSION CONTROL PLAN (PHASE 2)
83 / � �f � I s 626
EC-3.6 to EC-3.7 EROSION CONTROL DETAILS
89 ® wu o / �/ 176 164
\\, 62 C/benches n 63B AEC-3.8 to EC-3.9 EROSION CONTROL DETAILS AND SPECS.
`r( 165
176 174 I a GR-4.0 OVERALL GRADING AND STORM PLANS
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etas% - � ' 96 � � 1666 � 1�e� • � A� GR-4.1 to GR-4.2A GRADING AND STORM PLANS O
67 srep�/ 96 97 1,a w 73 65 GR-4.3 to GR-4.4 GRADING AND STORM DETAILS
\2 � 91 92 93 94 95 ee°`hes 172 1676 6s. � S`° ° GR-4.5 to GR-4.5A WET POND 1 SCM/POND DETAILS
Stap Sign /
171E &}3Y` GR-4.6 to GR 4.6A WET POND 2 SCM/POND DETAILS A` A�
StopAh d GR-4.7 to GR 4.7A WET POND 3 SCM/POND DETAILS
_ 1706 168E / top Sign
lnoii w, Tra w� 169B POM.z
ve d °N° / GR-4.8 SCM/POND SPECIFICATIONS
benches benches
GR-4.9 PRE -DEVELOPMENT DRAINAGE PLAN
GR-4.10 POST -DEVELOPMENT DRAINAGE PLAN
Y• ' f 29 2Bf/ ° 26 GR-4.11 ONSITE INLET DRAINAGE PLAN
,� • 1 �
GR-4.12 CULVERTS DRAINAGE PLAN
(gyp 4 '=ardian Gate Dr. ;cozzEcr 24 �."�w,�..o � "9t. .
� - RR09D) s
AB GR-4.13 to GR4.13A PERM. DITCHES DRAINAGE PLAN
-! 1 c 5 22 21 20 GJ�GOV�� _� r GR-4.14 to GR-4.15 STORM TO POND PLAN &PROFILES
- 19 ie\
/°� �- GR-4.16 POND ACCESS ROAD PLAN 8c PROFILE
@ 11 18 10 31
7 8 \ N... r..... w/benches / / /
a 9c� `� GR-4.17 STORM PIPING SUMMARY
6
32 �I 13 14 �o- ® / � R-5.0 OVERALL ROADWAY PLAN
R-5.1 to R-5.2 ROADWAY PLAN /PROFILES-SHEPHERD'S LANDING DR.
(STA. 0+00 to STA. 21 +37.11)
I 34 61 60 59 58 �`�� R-5.3 to R-5.4 ROADWAY PLAN/PROFILES-GUARDIAN GATE DR.
57 56 54
55
Johns arr. /
35 dinal 52 - ��o . � (STA. 0+00 to STA. 17+06.47)
L R-5.5 to R-5.6 ROADWAY PLAN/PROFILES-LOOKOUT DR. (STA. 0+00 to STA. 14+58.60)
O 36 - � -- 51 a� GRACE MEA WS • ;� � � � . � � R-5.7 to R-5.9 ROADWAY PLAN /PROFILES-JOHN'S CARDINAL DR.
- � \ S VIS
37 38 39 50 a 3UBDIVISI N \
(STA. 1 +00 to STA. 29+90.25)
40 I
• 41 42 49 - \ � /
- 43 45 48 47 48 4 I R-5.10 ROADWAY PLAN/PROFILES-SQUIRES CROSSING LN.
co � I
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_ (STA. 0+00 to STA. 4+58.26)
, ROADWAY PLAN/PROFILES-SENTINEL CT.
\ x STA. 0+00 to STA. 3+43.58
_ �� 66 �•® R-5.11 CHARLOTTE HIGHWAY SITE DISTANCE PLAN & PROFILE
El
�� R-5.12 SHINNVILLE ROAD SITE DISTANCE PLAN & PROFILE
\i R-5.13 to R-5.14 ROADWAY DETAILS
RW-6.0 to RW-6.2 RETAINING WALL PLAN & PROFILES
U-7.0 to U-7.1 SITE UTILITY DETAILS
U-7.2 WATER SPECIFICATIONS
�\ �� `�� ��� U-7.3 SEWER SPECIFICATIONS ���.�� �qR�'�r,,�
<� / U-7.4 to U-7.6 SANITARY SEWER PLAN & PROFILES '
• / i U-7.7 SANITARY SEWER PIPING SUMMARY
PS-8.0 to PS-8.2 PUMP STATION DETAILS '-1 y�l -
0 �� / E-1 PUMP STATION ELECTRICAL PLAN
o 03 Z ,
L \ / / 8" Sewer "'' q4
J PREPARED BY: ° ►M```���
I
SITE DATA
WATERLINE:
STREETS:
1" PVC = 477f LF
UTILITIES
CONTACTS:
SHEPHERD'S LANDING DR. = 21+37.32 LF
2" PVC = 388f LF
SQUIRES CROSSING LN. = 4+60.09 LF
4" PVC = 46f LF
POWER:
DUKE ENERGY
WATER: TOWN OF MOORSEVILLE PUBLIC UTILITIES GAS:
DOMINION ENERGY
SENTINEL
COURT = 3+43.58 LF
6" PVC = 196f LF
8320 NC HIGHWAY 150E.
2523 CHARLOTTE HIGHWAY
MOOREEVILLE, NC 28117
JOHN'S CARDINAL DR. = 29+90.25 LF
8" PVC = 5,279f LF
TERRELL, NC 28682
MOOREEVILLE, NC 28117
JASON STOVER
GUARDIAN
LOOKOUT
GATE DR. = 17+98.73 LF
DR. = 13+58.60
12" PVC = 3,631 f LF
[phone]
Jeff Warfield
[phone]
12(OFFSITE)
" PVC = 421 f LF
[phone]
STORM:
TELEPHONE:
WINDSTREAM COMMUNICATIONS
15" RCP
= 29 f LF
688 BLUEFIELD RD.
SEWER: TOWN OF MOORSEVILLE PUBLIC UTILITIES
18" RCP
= 4,814f LF
SANITARY SEWER:
MOOREEVILLE, NC 28117
2523 CHARLOTTE HIGHWAY
24" RCP
= 1501f LF
8" PVC = 6,951 f LF
[phone]
MOOREEVILLE, NC 28117
30" RCP
= 903 f LF
8" DIP = 815f LF
John Yvars
36" RCP
= 1062f LF
FORCE MAIN:
[phone]
48" RCP
= 131 f LF
4" PVC = 2,024f LF
PUBLICATION
OR REUSE OF THESE DRAWINGS OR ANY DETAILS
WITHIN MUST BE WITH THE
WRITTEN
CONSENT OF PIEDMONT
DESIGN ASSOCIATES P.A.
Know what's below.
Call before you dig.
Utilities Protection:
NORTH CAROLINA ONE Call
811 OR [phone]
Owner:
PIEDMONT DESIGN
Associates, P.A.
125 EAST PLAZA DRIVE, SUITE 101
MOORESVILLE, NC 28115
704.664.7888 - www.pdapa.com
PREPARED FOR:
OWNERZDEVELOPER:
JS TESTA, LLC
19905 W. CATAWBA AVENUE, STE. 202
CORNELIUS, NC 28031
[phone]
Approved: Date of Issue: