NCC220143_Site Plan or Location Map_20220120

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SITE NOTES Tax #07-036-100
1- THE POPLIN ROAD SEWER PUMP STATION IS Bridgemoor Homeowners
RING CAPACITY. CURRENTLY THERE IS Association, I c-
AVAILABLE CAPACITY FOR THIS PROJECT. UCPW Db. 7103, pg.FEMA O'ross Section 321
DOES NOT HOLD CAPACITY IN THE SYSTEM UNTIL Common Opem SFUce F.E. 611.3' 07-039-336
C ATHE TIME OF PERMITTING AND DOES NOT Pfile 583 �• Tax #
Hemby COI7ll'n
ALLOCATE IT TO PROJECTS UNTIL THE SEWERCommons
AGREEMENT IS EXECUTED. Homeowners Associations
�0 0�' too Year �od line Db. 3350, Pg. 328
0'\ Bridgemoor A�l Q� > Taken ft Union County
0 P PC. N, file 583 00 Oh 0 G \ / _Rpie d'tica��J• ,-100' Stream Buffer
O�j �Ory 00� 0 �. 0/ � 01 \G� / // NO WORK THIS AREA
0 of i0 \Q / �\P �0 p� 0� �G 10o Y� / ,� _ - 50' Stream Buffer
�� 0 �� ^��° �P �0 ��, /0 A� � �` �+ V \ Floodplaln / NO WORK THIS AREA
• 4 Limit
- / --30 Stream Side
01 VP 0 (�\, �P .� 50 S reo Buffer / /400 Yr.
�+ Q` ,`6 �0 Meo ed from may- % Buffer
+ Q' + �P Cen of Creek 1179.93 T_°ta� iU Jt / �� 62 NO WORK
Imo, ► '�� Q NO, VRK W1S-AREA"?
'IS
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v NO WbRK NO Wt7RK � AREA-
Designated Tree Save THI�otiAREA 100 Yrt
33 R^' I Areo= Roodplo/n
a> vir° r
�=51.0.�' of Site
m / /�
/ r r / >, THIS AREA BEFORE YOU DIG
4Rear Setback S T O P
TREE SAVE AREA
NO *VRK THIS AREA CALL 811
In
15 Side Yard Setback
NO WORK THIS AREA Ex. Ali r
SEX. 48" CMP t0 i J
Ilk -
NO WORK
Limits of
X. Treelin H/S AREA Disturbance �� I ` \
/ to Remain J 1 \
J
� Limits of
�? Disturbance06 j FEMA Cro s Section 331
NOj WORK l
THIS, AREA1. 100 Str am Buffer
Measufed from
ox #07-062 091 \ I / Center of Creek
-l'a vvic Evan gel ic'4 urch I I NO WORK\ THIS AREA
Emanuel I Limits of
.�- 642k pg. 0744 ` pidated 1 Disturbance ' North Fo t
e Rem ed
_ - \ e�1m to b I ` I Crooked Cr ek
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Ex pipe
to be Removed 0�
/10 one Story
_ /Frame
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Future \
t' F. 638.0
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/ I 1 f _Existing 4eeline
1 TO Rem pin
/ c� I �� TREE SA VE I AREA �\
�Masohry Storage
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/ �%. l / � 14 FEMA Zone NO RK
p one -G l l I AE-FW THIS REA
sr / A *WK THIS AREA
I FEMA Cross T3.
ction 336
B.F.E. 6 /
ROP,C�SED / UILDIIN l i
x.WELL Fi. 638.�f7 / Limits► of ZONE AE
TO BE REMOVED F. /F 63 .1 , # / DisturNanc FEMA Panel No. 5 '
Ye7n No 37 5041900J �-
N.C. ONE -CALL CENTER
` IT'S THE LAW /
UN£
TABLE
LANE
LENGTH
BEARING
L1
9,412
'
12
9289
48V7'1 '
L3
85.04
N473610T
14
55.24
N473623'£
1-5
87.01
N47'34'00*E
L6
1 5831
1 N472855
1.7
57.72
1 N46'56'05T
18
5851
1 W73'JOT
L9
60.96
1 N457112T
110
60.12
1 N4379' T
L11
49.46
N41:37WE
112
57.55
N4023'15 E
L13
44.79
L14
8.05
1.15
58.54
s852Z52W'
1.16
70.92
N78V427W
117
&138
N8344 47'W
L18
J252
NWV722'W
119
2483
N7441:33'W
L20
la33
s892F6,w
121
16.81
S372854W
L22
1517
S1139 54'W
L23
M52
S183025T
124
62.59
V8'a5T
L25
12.03
V8 02
L26
81.86
L27
4501
502WWW
L28
87.27
. '
L29
52.74
W7*40'10V
L30
40.22
S1347'34'W
L31
=02
S024217W
L32
29.91
1 S4547'41 W
133
51.37
N67'49 01 W
L34
1.173
N74V8'13'W
L35
19.
S62V9 07 IY
L36
14.137
S2855:39'W
L37
7a10
248'16'W
138
80.01
S8232'05W
L39
90.83
1 S5949' W
L40
847s
CIVIL SHEET INDEX
C-1 Existing Site Plan
C-2 West Sediment & Erosion Control Plan
C-3 East Sediment & Erosion Control Plan
C-4 Grading Plan
C-5 Building & Parking Plan
C-6 Overall Water & Sewer Plan
C-7 West Potable Water & Sanitary Sewer Plan
C-8 Storm Sewer Plan
Road Profile/Driveway Plan
C-10 unitary Sewer Profiles Deleted 11 05 21
C-10 A Sanitary Sewer Profiles Deleted 11 05 21
- Storm Sewer Profiles
C-12 Water Connection Plan & Site Details
C-13 Site Details
C-14 Site Details
C-15 Site Details
C-16 Highway Profile
C-17 Highway Profile
C-18 Highway Profile
C-19 Highway Profile
C-19-A Highway Profile
C-20 NCDOT Details
C-21 NCDOT Details
C-22 NCDOT Details
C-23 NCDOT Details
C-24 Tree Inventory Plan
C-25 Landscaping Plan
- 6 Alternate Sewer Plan
C-27 ite Details
C-28 ighting Plan
/ / / / / 1 Revised 41612008 /' back
TREE SA VEAREAi63� 100 Yr.t_,Rood
100 Yr� NO WORK THIS AREA
FloodpLimi�ain w�voy / �- -30' Stream Side
/. - \ ^ L1 it �� Buffer
' .. _ / NO WORK THIS AREA
OMM&
UWTY EASSOUff
E ' OF RW
Tax #07- 060- 092G
Kan g NcmKun g &
Kyong J. NamKung
Db. 1345, Pg. 710
'-Limits of
Disturbance
EXISTING
nSITE PLAN
� SCALE I"= 100'-0"
l 114I00' rotor No Work This Area
Existing Treeline I 100 Year Flood One 100' Stream
I Taken ftom Union County Buffer
To Rem oin I -Nod' ate
I -15' Side Yard Se tb o ck
Tree Sa ve Area
NO WORK THIS AREA
25' 75'
0' 50' 100'
CONSTRUCTION SEQUENCE FOR EROSION CONTROL:
A) OBTAIN APPROVAL OF EROSION CONTROL PLAN FROM ALL APPLICABLE GOVERNMENT AGENCIES.
B) OBTAIN OTHER REQUIRED PERMITS FROM APPLICABLE GOVERNMENT AGENCIES.
C) SET UP PRECONSTRUCTION CONFERENCE ON SITE WITH INTERESTED PARTIES TO DISCUSS EROSION CONTROL MEASURES.
D) INSTALL STABILIZED CONSTRUCTION ENTRANCES, SILT FENCES, SEDIMENT BASINS, AND OTHER EROSION CONTROL DEVICES AS
REQUIRED BY APPROVED EROSION CONTROL PLAN. CLEAR SITE ONLY AS NECESSARY TO CONSTRUCT EROSION CONTROL DEVICES.
INSTALL TREE PROTECTION FENCING AT LIMITS OF DISTURBED AREA.
E) AFTER PROPER INSTALLATION OF EROSION CONTROL MEASURES, BEGIN CLEARING, GRUBBING, AND GRADING OF SITE.
F) GRADE SITE IN SUCH A MANNER THAT ALL RUNOFF FROM DISTURBED AREAS WILL BE ROUTED THROUGH THE SEDIMENT BASINS.
INSTALL CURB AND GUTTER AND SITE DRAINAGE SYSTEM AS SOON AS POSSIBLE.
G) CONSTRUCT REMAINING EROSION CONTROL DEVICES INDICATED ON THE APPROVED EROSION CONTROL PLAN AS CONSTRUCTION
PROGRESS PERMITS.
H) DILIGENTLY AND CONTINUOUSLY MAINTAIN AND REPAIR ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.
1) CONTRACTOR WILL PROVIDE GROUNDCOVER ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE
OF GRADING; WITH PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
SEED OR OTHERWISE STABILIZE SITE WITHIN FOURTEEN (14) DAYS AFTER AREAS ARE BROUGHT TO FINISH GRADE.
K) COMPLETE PERMANENT STORMWATER CONTROL DEVICES AND STRUCTURES AFTER SITE IS COMPLETELY STABILIZED AND AS
APPROVED BY THE ENGINEER.
L) REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES AFTER SITE IS COMPLETELY STABILIZED AND AS
APPROVED BY THE ENGINEER.
M) ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION
CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID
WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE
DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE
MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS.
50' Stream Buffer
Measured from
Center of Creek
NO WORK THIS AREA
SUMMARY INFORMATION:
1. TOTAL AREA OF SITE: 1,077,250 SQ. FT. OR 24.73 ACRES +/
PROPOSED BUILDINGS:
SANCTUARY BUILDING = 28,000 SQ. FT.
FUTURE FAMILY LIFE CENTER BUILDING = 12,000 SQ. FT.
TOTAL BUILDING AREA = 40,000 SQ. FT.
TOTAL PROPOSED IMPERVIOUS AREA = 172,400 SQ. FT. OR 3.96 ACRES
% SITE DEVELOPMENT=3.96/24.73= 16.0%= LOW DENSITY DEVELOPMENT.
NO ADDITIONAL STORMWATER MEASURES ARE REQUIRED
TOTAL DISTURBED AREA= 357,400 SQ.FT.=
= 8.2 ACRES +/- NCDENR PERMIT REQUIRED.
IASITE ADDRESS: 6308 MILL GROVE ROAD (S.R. NO. 1525)
2.. PARCEL NO. 07-060-091 CURRENT ZONING: RA-40 RESIDENTIAL/AGRICULTURE
PROPOSED USE: INSTITUTION
HEMBY BRIDGE ZONING JURISDICTION
i. ETBACK REQUIREMENTS:
FRONT YARD: 40' SIDE YARD SB: 15' REAR YARD SB: 40'
[)PER
REQUIREMENTS- MIIMUM 1 SPACE PER 4 SEATS AND 5 SPACES
PER 1,000 SQ. FT. NON -ASSEMBLY AREA
PARKING SPACES READ.= ((500SEATS) X 1/4)+(18,000 SQ. FT. X 5/100) =225
PARKING SPACES PROVIDED= 294 SPACES TYP. SPACE 9'X19'
D.HOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, DENOTED,
OR EXPRESSED THIS PLAN SHALL COMPLY WITH ALL PROVISIONS
THE UNION COUNTY DEVELOPMENT ORDINANCE IN EFFECT AT
TIME OF REVIEW AND APPROVAL.
ARKING LOT SURFACE SHALL BE MAINTAINED IN SUCH A MANNER
0 PREVENT, REPAIR, OR REPLACE DETERIORATED SURFACE
MATERIAL, POT HOLES, AND MAJOR CRACKING OF IMPERVIOUS/
PERVIOUS SURFACE MATERIAL AND STRIPING SHALL BE VISIBLE
AND WELL DEFINED.
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c VICINITY MAP
SITE NOTES:
1. OWNER/ADDRESS: SLAVIC EVANGELIC CHURCH EMANUEL
7541 LAWYERS ROAD
CHARLOTTE, NC 28227
D1A. SITE ADDRESS: 6308 MILL GROVE ROAD (S.R. NO. 1525)
2. TAX #: 07-060-091
3. NO POINT ON THE EXISTING OR PROPOSED BUILDINGS ARE GREATER
THAN 600' FROM A FIRE HYDRANT. EXISTING HYDRANTS ARE LOCATED
ADJACENT TO MILL GROVE ROAD AS SHOWN.
4. FIRE LANE STRIPING SHALL BE COORDINATED WITH THE UNION
FIRE MARSHAL PRIOR TO THE ISSUANCE OF A C.O.
PRIOR TO CONSTRUCTION OF THE PROPOSED BUILDING, THE SITE
SHALL BE STABILIZED TO A HARD SURFACE FOR FIRE
PROTECTION. AN ALL-WEATHER TRAVEL SURFACE MUST BE
IN PLACE ON THE ROADWAY PRIOR TO RECEIVING FINAL PLAT
APPROVAL AND/OR BUILDING PERMITS.
5. SERVICE TAPS FOR WATER AND SEWER TO
PROPOSED BUILDINGS TO BE PROVIDED BY DEVELOPER.
6. GENERAL CONTRACTOR- TO BE DETERMINED
7. ALL INFORMATION TAKEN FROM SURVEY INFORMATION PREPARED
BY LAWRENCE & ASSOCIATES AND EXISTING COUNTY RECORDS.
8. SITE DRAINS INTO NORTH FORK OF CROOKED CREEK AND THE EASTERN
PORTION OF THE SITE IS LOCATED IN THE FIELD LOCATED 100 YEAR
FEMA FLOOD ZONE AS SHOWN ON THE PLAN.
9. ALL WORK TO BE PERFORMED IN ACCORDANCE
WITH NCDENR BMP MANUAL.
10. OWNER IS REQUESTING A PERMIT FOR CONSTRUCTION OF
ONE (1) TWO-STORY BUILDING.
11. CONTRACTOR WILL PROVIDE GROUNDCOVER ON EXPOSED SLOPES
WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE
OF GRADING; WITH PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 14 WORKING DAYS FOLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
12. CONTACT PERSON RESPONSIBLE FOR MAINTENANCE -
RON PARKER 704-361-3091
13. CIVIL ENGINEER- GCM3 ENGINEERING PLLC
3031 SPRING FANCY LANE INDIAN TRAIL, N.C. 28079
PHONE [phone] EMAIL : GCM3®WINDSTREAM.NET
ARCHITECTURAL BUILDING PLANS WILL BE PROVIDED BY OTHERS.
14. PROPERTY WILL BE USED BY OWNER FOR RELIGIOUS/INSTITUTION.
NO EXTERIOR STORAGE OF MATERIAL OR EQUIPMENT IS ALLOWED.
15. SOIL TYPE CLASSIFICATION- BADIN-URBAN LAND COMPLEX
2 TO 8 PERCENT SLOPES FROM USDA WEB SOIL SURVEY.
PERMISSIBLE USE- RA-40 CURRENT ZONING
17. AUTOMOBILE ASPHALT PARKING AREA TO BE MINIMUM 2"-S9.5C
3 119.00 AND 5" B25.00 OVER COMPACTED
FILL (100% STD. PROCTOR)
TRUCK AND DRIVEWAY AREAS TO BE MINIMUM 2" S9.5C,
3 11 OC AND 5 B25.00 OVER COMPACTED
FILL ?i00% STD. PROCTOR)
18. OWNER TO PROVIDE TRUNCATED DOME MATS AT ALL RAMPS
PER ADA STANDARDS. SEE DETAILS.
19. THE OWNER/DEVELOPER IS RESPONSIBLE FOR MAKING THE WATER
AND SEWER TAPS.
D-8
PAVEMENT AREA IN NCDOT R/W WITH CURB & GUTTER: EQUALS MINIMUM
" B25.00 BASE IN TWO LIFTS, FIRST 5" LIFT EXTENDING 6" BEHIND CURB,
SECOND LIFT 3", 2.5" 119.O.0 INTERMEDIATE COURSE, & 1.5" S9.5C SURFACE
COURSE ASPHALT. ALL CURB WITHIN R/W SHALL BE PLACED ON 5" ASPHALT
BASE COURSE. ASPHALT BASE COURSE MUST BE EXTENDED 6" BEYOND
THE CURB WITH A 1:1 ` SLOPE. USE NCDOT STANDARD 2'-6" CURB & GUTTER
WITHIN NCDOT R/W. SEE DETAILS.
21. OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED
WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNERS IS
REQUIRED PRIOR TO TREE/OBSTRUCTION REMOVAL FROM ADJACENT
PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN
EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE.
D22. Any wells and/or on -site wastewater disposal systems
discovered during the construction process will be abandoned
in accordance with applicable North Carolina Laws and Rules
after contacting Union County Environmental Health to obtain
necessary permits.
�D3_No trees, bushes, fences, or structures are allowed within easements
for water and sewer mains.
D4.The site is required to comply with all applicable sections of the
Union County Development Ordinance to include but not limited to
parking,lighting, and Iandscaping.Landscaping plans to be provided by Others.
D5.The Owner will provide a recordable plat for the proposed dedicated
35' Rights of Way and 10' utility easement along Mill Grove Road(S.R. 1525)
�D6_Patching and leveling may be required prior to resurfacing the roadway.
There shall be minimum 25'-0" mill transitions at each end of the roadway
improvements.
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REVISI❑N
05/20/2020-Added Mill Grove
Road Improvements.
07/25/2021-Added C-26 &
C-27-Alternate Sewer Plan.
08/11 /2021-Site Sketch Plan
ADproved by Union County.
08715/2021-Revised Civil Plans
per Sketch Plan.
11 /05/2021-Revised
Civil Plans.
12/08/2021-Revised
Civil Plans.
12/23/2021-Revised
Civil Plans.
DATE1 12/05/2018
PROJECT No. 18-012
DRAWN BY, GCM
APPROVED, BY, GCM
SHEET
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