SW5220301_Plansheet C-03 - Proposed Conditions_Site Plan_20220907

20' SIDE SETBACK
DRAWING LEGEND
EXISTING PROPOSED
- -
PROPERTY LINE
- -
ADJOINING PROPERTY LINE
'600_
MAJOR CONTOUR
MINOR CONTOUR
SETBACK LINE
WOOD LINE
S
SS
SANITARY SEWER LINE
®
SANITARY SEWER MAHOLE
- W
WATER LINE
yw,�
v
FIRE HYDRANT
ST
STORM PIPE
SB
STREAM BUFFER
'
JURISDICTIONAL STREAM
JURISDICTIONAL WETLANDS
wl WAN
A IN
CONCRETE PAVEMENT SECTION
NOT TO SCALE
GRAVEL PAVEMENT SECTION
NOT TO SCALE
�p
p
�<
A.
.. d . .
..a
a° p d
° a.
pO d d°
d
d
d ° d d° ° d
LLLLLLLLL-
LLLLLLLLLI
LLLLLLLLLL�
LLLLLLLLLLLLLLLLLLI
LLLLLLLLLLLLLLLLLLI
LLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLLI
LLLLLLLLLLLLLLLLLLI
LLLLLLLLLLLLLLLLLLL.
LLLLLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLLLLL[
15' PERMANENT
DRAINAGE EASEMENT TO
BE RECORDED
/ II
I
I
i
i
i
I
i
i
I
i
PROPERTY LINE
(TYP.)
1
woo 0100
_ woo 0050 0500 woma woo_ _ woos woo 0050 000
woo
woo RAILROAD TIES USED AS ► 0000
4aEl ffo
/ WOW � (TYP.)
� � 24'
R= 3' �/( i�
cluo //
R=3'
//
GEO-GRID PAVEMENT /
p 1° ° SEE SHEET C-8
° 0
d d °
b
' I ° p b 76' 7, _-- � 6 SPACES DESIGNF
d p FOR SMALL AND
I COMPACT CARS O�
L L ' �� LLLLI_ p
GRAVEL �p pCL LL- Lys---
�-- _LL
L 6 SPACES DESIGNATED
PAVING I ' �� p 15' C FOR SMALL AND
s � � COMPACT CARS ONLY d
C7
8, 056 SF 3.5 o°O
CONCRE
I d 7 p
PAVING CHURCHrnno
1 FFE=601.5' Jd p vJ��p p 9' (TYP.)
1
CONCRETE 1 106'
1 � op
SIDEWALK 1 T C�
14 9n^
GEO-GRID 1 p �^ `�C >
PAVEMENT 1 1 oa op
(SEE C-8) ' CONCRETE PAVING s ��
p
NEW PROPOSED
TREELINE
(TYP.)
ADJOINING
PROPERTY LINE (TYP.)
EXISTING
TREELINE
(TYP.)
W -W -
-W -W -
- W _ W
EXISTING 16" WATER MAIN
THAT IS CURRENTLY
INACTIVE
PARKING LOCATIONS
1 1 d
S p
p
1 d° d 1 �p
° p
d ° 1 J
,fr ° v • d
d ° � • • •l ^^p
PROPOS D d
5 CONCERENCERE E
SID(W P)
8' �p
CLEAN OUT
PERIMETER OF
PARKING AREA
SHALL BE DEFINED
BY RAILROAD TIES
STREAM BUFFER
(TYP.)
` 4" SANITARY SEWER
SERVICE LINE 1% SLOPE
(TYP.)
GRAVEL PAVING BEHIND p
THE US HWY 64 R/W �p
` 3' WIDE X 3' TALL
p SS
2" DOM STIC SERVICE WATER WOODEN SIGN
J WATER LINE. METER/BFP`
SS
CONCRETE DRIVEWAY
APRN PAVED TO TA
US �% v 20' WIDE \
DRIVEWAY ACCESS SSCD
PROPOSED FIRE -� - �_ HWY 64 /-1` _ _ p (TYP.) \
HYDRANT (TYP.)
W W
2" TAP ON EXISTING
MAIN WATER MAIN PER
TOWN OF SILER CITY
REQUIREMENTS WATER
LINE
- W • i�
W W -r l W -W -W W
10'X70'
SIGHT TRIANGLE
m
10, X 70'
SIGHT TRIANGLE R=25 ` "t t cn
1 f 0
1 1 • • . , OJ
R=25'
PROPOSED DRIVEWAY PIPE
SEE SHEET C-5
I
cn
US 64 WEST N
1
EXISTING STORM PIPE TO
REMAIN (TYP.)
n
m
MA
JURISDICTIONAL
WETLANDS
TYP.)
I
W I
I
W I W W W
i
� I
EXISTING SANITARY SEWER
I MAIN AND MANHOLE
I (TYP.)
40' F
/ SETBA T
TAP INTO MAIN /
SEWER LINE /
I /
5 _
✓j OFFSET FROM f N \
S __� S
�
Top Rim: 589.52 S `S
Inv.: 582.52 \ .
I
I
TOWN OF SILER CITY NOTES:
1. CALL 811 BEFORE DIGGING TO LOCATE UNDERGROUND UTILITIES*
2.FOLLOW APPENDIX E GUIDE TO LANDSCAPING FOR ALL TREE AND SHRUB INSTALLATION
3.ALL ON SITE DRIVEWAYS, SIDEWALKS, PARKING LOTS, AND ENTRANCES/EXITS TO BUILDINGS SHALL BE
SUFFICIENTLY
AND ADEQUATELY LIGHTED TO ENSURE THE SECURITY OF PROPERTY/BUILDINGS AND THE SAFETY OF PERSONS.
4.ON SITE LIGHTING SHALL NOT UNNECESSARILY ILLUMINATE ANY OTHER LOT OR PUBLIC STREET.
5.TO THE EXTENT PRACTICABLE, THIS DEVELOPMENT SHALL CONFORM TO THE NATURAL CONTOURS OF THE LAND
AND NATURAL AND PREEXISTING MANMADE DRAINAGE WAYS SHALL REMAIN UNDISTURBED.
6.THIS DEVELOPMENT MUST BE PROVIDED WITH A DRAINAGE SYSTEM THAT IS ADEQUATE TO PREVENT THE
UNDUE RETENTION OF SURFACE WATER ON THE DEVELOPMENT SITE.
7.NO SURFACE WATER MAY BE CHANNELED OR DIRECTED INTO A SANITARY SEWER.*
&WHENEVER PRACTICABLE, THE DRAINAGE SYSTEM OF THIS DEVELOPMENT SHALL COORDINATE WITH AND
CONNECT TO THE DRAINAGE SYSTEMS OR DRAINAGE WAYS ON SURROUNDING PROPERTIES OR STREETS.
9.CONSTRUCTION SPECIFICATIONS FOR DRAINAGE SWALES, CURBS AND GUTTERS, AND STORM DRAINS ARE
CONTAINED IN APPENDIX C.
10. THIS DEVELOPMENT SHALL BE CONSTRUCTED AND MAINTAINED SO THAT ADJACENT PROPERTIES ARE NOT
UNREASONABLY BURDENED WITH SURFACE WATERS AS A RESULT OF SUCH DEVELOPMENTS*
11. NO DEVELOPMENT MAY BE CONSTRUCTED OR MAINTAINED SO THAT SUCH DEVELOPMENT UNREASONABLY
IMPEDES THE NATURAL FLOW OF WATER FROM HIGHER ADJACENT PROPERTIES ACROSS SUCH DEVELOPMENT,
THEREBY UNREASONABLY CAUSING SUBSTANTIAL DAMAGE TO SUCH HIGHER ADJACENT PROPERTIES*
12. NO DEVELOPMENT MAY BE CONSTRUCTED OR MAINTAINED SO THAT SURFACE WATERS FROM SUCH
DEVELOPMENT ARE UNREASONABLY COLLECTED AND CHANNELED ONTO LOWER ADJACENT PROPERTIES AT SUCH
LOCATIONS OR AT
SUCH VOLUMES AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT PROPERTIES.
13. STORMWATER CONTROL FACILITIES SHALL BE MAINTAINED BY THE DEVELOPER.
14. ALL SIGNS REQUIRE SIGN PERMIT APPROVAL PRIOR TO INSTALLATION
15. ANY VARIATION TO THE APPROVED PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE TOWN OF SILER
CITY DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT FOR EVALUATION AND REVISED PLAN SUBMITTED
FOR
REVIEW AND APPROVAL.
16. VEHICLE ACCOMMODATION AREAS OF ALL DEVELOPMENTS SHALL BE DESIGNED SO THAT SANITATION,
EMERGENCY, AND OTHER PUBLIC SERVICE VEHICLES CAN SERVE SUCH DEVELOPMENTS WITHOUT THE NECESSITY
OF BACKING UNREASONABLE DISTANCES OR MAKING OTHER DANGEROUS OR HAZARDOUS TURNING MOVEMENTS.
17. EVERY VEHICLE ACCOMMODATION AREA SHALL BE DESIGNED SO THAT VEHICLES CANNOT EXTEND BEYOND
THE PERIMETER OF SUCH AREA ONTO ADJACENT PROPERTIES OR PUBLIC RIGHTS -OF -WAY. SUCH AREAS
SHALL ALSO BE
DESIGNED SO THAT VEHICLES DO NOT EXTEND OVER SIDEWALKS OR TEND TO BUMP AGAINST OR DAMAGE ANY
WALL, VEGETATION, OR OTHER OBSTRUCTION.
18. CIRCULATION AREAS SHALL BE DESIGNED SO THAT VEHICLES CAN PROCEED SAFELY WITHOUT POSING A
DANGER TO PEDESTRIANS OR OTHER VEHICLES AND WITHOUT INTERFERING WITH PARKING AREAS.
19. VEHICLE ACCOMMODATION AREA SURFACES SHALL BE KEPT IN GOOD CONDITION (FREE FROM POTHOLES,
EROSION, DUST, ETC.).
20. NO OBSTRUCTIONS ARE ALLOWED WITHIN THE 10'X70' SIGHT DISTANCE TRIANGLES LOCATED AT DRIVEWAY
EXITS
21. VEGETATIVE BUFFERS ARE TO BE LEFT IN THEIR NATURAL STATE AND UNDISTURBED.
22. PRIOR TO ANY FINAL PLANNING APPROVAL:
I. SUBMIT ACTUAL AS -BUILT PLAN FOR ALL STORMWATER MANAGEMENT FACILITIES OR PRACTICES AFTER
FINAL CONSTRUCTION COMPLETE*
II. EXECUTE AND RECORD WITH THE REGISTER OF DEEDS A STORMWATER MANAGEMENT FACILITY OPERATION
AND MAINTENANCE AGREEMENT PER§249.*
III. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR DRIVEWAY AND ENCROACHMENTS FROM NCDOT*
IV. WHENEVER A DEVELOPER INSTALLS ANY PUBLIC UTILITY LINE, THE DEVELOPER SHALL AFTER
INSTALLATION IS COMPLETE, AND BEFORE ACCEPTANCE OF ANY WATER OR SEWER LINE, FURNISH THE TOWN
WITH A COPY OF AN AS -BUILT DRAWING THAT SHOWS THE EXACT LOCATION OF SUCH UTILITY LINES.
V. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR PUBLIC WATER AND SEWER UTILITY INSTALLATION
FROM TOWN PUBLIC WORKS & UTILITIES DIRECTOR*
VI. SUBMIT VOLUNTARY ANNEXATION PETITION PER UTILITY EXTENSION POLICY
23. OBTAIN FINAL ZONING INSPECTION APPROVAL PRIOR TO USE/OCCUPANCY
SITE NOTES:
1. PROPERTY INFORMATION
OWNER: DELIVERANCE CHURCH OF CHRIST
PIN NUMBER: 8752-03-32-2844
PARCEL ID: 0013065
ZONING: A-R
LAND USE: VACANT
SITE ADDRESS: 18020 US 64 WEST, SILER CITY, NC 27344
OWNER ADDRESS: 17935 US HWY 64, SILER CITY, NC 27344
2. THE PROJECT IS LOCATED WITHIN SILER CITY ETJ.
3. PARCEL BOUNDARIES, TOPOGRAPHIC DATA, EXISTING ROADWAYS AND SANITARY
SEWER ARE SHOWN PER FIELD SURVEY PERFORMED BY SURVEY CAROLINA, PLLC.
4. EXISTING STREAM IS SHOWN PER CHATHAM COUNTY GIS.
5. ALL EXISTING TREELINES AND EXISTING BUILDING LOCATED ON ADJOINING PARCELS
HAVE BEEN ESTIMATED PER AERIAL IMAGERY.
6. PARKING REQUIRED: 1 SPACE PER 4 SEATS
120 SEATS PROVIDED
30 REQUIRED SPACES (INCLUDING 2 HANDICAP SPACES)
30 SPACES PROVIDED (INCLUDING 2 HANDICAP SPACES)
7. SETBACKS: FRONT= 40 FT; SIDE & REAR= 20 FT.
8. TOTAL SITE AREA
8.1. DEEDED ACREAGE: 7.18 AC.
8.2. ACREAGE OUTSIDE R/W PER SURVEY: 288,008 SF (6.61 AC)
THIS ACREAGE MINUS THE WATER SURFACE AREA IS USED TO DETERMINE
BUILT UPON AREA CALCULATION
9. DISTURBED AREA: 2.00 ACRES
10. EXISTING IMPERVIOUS: 0 SF (0.00 AC)
11. PROPOSED IMPERVIOUS: 19,602 SF (0.45 AC)
12. PROPOSED % IMPERVIOUS AREA: 6.96%
13. HANDICAP SPACES SHALL BE PAVED WITH CONCRETE PAVING PER DETAIL ON THIS
SHEET.
14. MAXIMUM SEPARATION BETWEEN SANITARY SEWER CLEANOUTS SHALL BE 75'.
15. DISTURBANCE INSIDE STREAM BUFFER FOR SEWER CONNECTION : 1,246 SF
16. MAXIMUM BUILDING HEIGHT: 30'
17. THERE IS NO PROPOSED OUTDOOR LIGHTING AT THIS TIME.
0' 20' 40' 60'
DRAWING SCALE
P �•
.� J�IdV� •
O�
W 101 co co
Al
�J
O
O
c
O �
N
z
Ez
c
s
Z
N N N N N
m
Z
Lu
V
u Z Z Z Z
o
y W W W W
u1����
ti
LL 0 0 0 0
V)
p
ODUUU
Z O' O' O' O'
W W W W
OQ 0 iz iz
i-ZZZZ
cl:� � � z z
W W W W W
O� O� N N N
O� I� Ln 0
0
W 01 M 01
C0
Z
N M L1
U
z
J
O
VoC
z =
I=_
0-
z
W
3�
U�
o
O
Z O�
Cn N
Q
O 00
Q
Q
U
oc W
CL_
�
U
W
W
-
z
N
�
m
m
�
�
Y
O
cn
0
V
0
Sheet No.