NCC222812_Site Plan or Location Map_20220808

A. CALL 811 BEFORE DIGGING TO LOCATE ALL UNDERGROUND UTILITES.*
B. BUFFERYARDS ARE THE OPEN SPACE SETBACKS WHICH SEPARATE SITE
IMPROVEMENTS FROM ADJACENT PROPERTY LINE AND STREET RIGHT-OF-WAY.
BUFFERYARDS CONTAIN NATURAL MATERILAS INCLUDING BUT NOT LIMITED TO
VEGETATION, GROUND COVER, AND MULCH. FENCING, PAVING, GRAVEL,
BUILDINGS, DUMPSTERS, STORAGE, CURB AND GUTTER, ETC. ARE PROHIBITED
WITHIN THE BUFFERYARD.
C. ALL ON -SITE DRIVEWAYS, SIDEWALKS, PARKING AREA, AND ENTRANCES/EXITS TO
BUILDINGS SHALL BE SUFFICIENTLY AND ADEQUATELY LIGHTED TO ENSURE THE
SECURITY OF PROPERTY/BUILDINGS AND THE SAFETY OF PERSONS.
D. ON -SITE LIGHTING SHALL NOT UNNECESSARILY ILLUMINATE ANY OTHER LOT OR
PUBLIC STREET.
E. ALL SIGNS REQUIRE SIGN PERMIT PRIOR TO INSTALLATION.
F. ALL INSPECTIONS FOR PRIVATE WATER AND SEWER PIPING WILL BE COMPLETED
BY THE BUILDING CODES ADMINISTRATOR OR THEIR DESIGNEE.*
G. ALL INSPECTIONS FOR PUBLIC WATER AND SEWER CONSTRUCTION WILL BE
COMPLETED BY THE PUBLIC WORKS & UTILITIES DIRECTOR OR THEIR DESIGNEE.*
H. FIRE HYDRANTS SHALL BE MUELLER CENTURION.
I. MANHOLE COVERS SHALL BE SOLID.
J. LOCATOR WIRE REQUIRED ON WATER MAINS.
K. PUBLIC WATER AND SEWER LINES SHALL BE INSTALLED BY A LICENSED UTILITY
CONTRACTOR TO TOWN OF SILER CITY SPECIFICATIONS.*
L. 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.
M. PRIOR TO ZONING PERMIT APPROVAL:
1. SUBMIT VOLUTARY ANNEXATION PETITION PER UTILITIES EXTENSION POLICY.
2. SUBMIT PAYMENT IN LIEU OF $57,063 FOR MINIPARK.
N. PRIOR TO FINAL PLANNING INSPECTION APPROVAL:
1. SUBMIT CERTIFICATION THAT THE COMPLETED PROJECT IS IN ACCORDANCE
WITH THE APPROVED STORMWATER MANAGEMENT PLANS.*
2. EXECUTE AND RECORD WITH REGISTER OF DEEDS A STORMWATER
MANAGEMENT FACILITY OPERATION AND MAINTENANCE AGREEMENT PER LIDO
SECTION 249.* (IF SITE HAS STORMWATER MANAGEMENT FACILITIES).
3. SUBMIT COPY OF ALL TEST REPORTS: PRESSURE TESTING OF WATER,
BACTERIOLOGICAL TEST FOR WATER, AIR TESTING OF SEWER, AND VACUUM
TESTING OF MANHOLES.*
4. SUBMIT WRITTEN 18 MONTH WARRANTY FROM WATER AND SEWER
CONTRACTOR.
5. SUBMIT ENGINEERS CERTIFICATION OF WATER AND SEWER UTILITIES.*
6. SUBMIT RECORDED PLAT AND DEED FOR PUBLIC WATER AND SEWER
EASEMENTS.*
7. OBTAIN FINAL WRITTEN APPROVAL FOR INSTALLATION OF PUBLIC WATER AND
SEWER FROM PUBLIC WORKS & UTILITIES DIRECTOR.
8. SUBMIT RECORDED PLAT AND DEED FOR 20' MULTI -USE PATH EASEMENT
FOR FUTURE GREENWAY TRAIL.
0. FOLLOW APPENDIX E - GUIDE TO LANDSCAPING FOR ALL TREE AND SHRUB
PLANTING.
P. TO THE EXTEND PRACTICABLE, THE DEVELOPMENT SHALL CONFORM TO THE
NATURAL CONTOURS OF THE LAND AND NATURAL AND PREEXISTING MANMADE
DRAINAGE WAYS SHALL REMAIN UNDISTURBED.
Q. THE DEVELOPMENT MUST BE PROVIDED WITH A DRAINAGE SYSTEM SYSTEM THAT
IS ADEQUATE TO PREVENT THE UNDUE RETENTION OF SURFACE WATER ON THE
DEVELOPED SITE.
R. NO SURFACE WATER MAY BE CHANNELED OR DIRECTED TO THE SANITARY
SEWER.*
S. 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.
T. CONSTRUCTION SPECIFICATIONS FOR DRAINAGE SWALES, CURBS AND GUTTERS,
AND STORM DRAINS ARE CONTAINED IN APPENDIX C.
U. THIS DEVELOPMENT SHALL BE CONSTRUCTED AND MAINTAINED SO THAT ADJACENT
PROPERTIES ARE NOT UNREASONABLY BURDENED WITH SURFACE WATERS AS A
RESULT OF SUCH DEVELOPMENT.*
V. 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.*
W. 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.*
X. STORMWATER CONTROL FACILITIES SHALL BE MAINTAINED BY THE DEVELOPER.*
Y. OBTAIN NCDOT DRIVEWAY PERMIT.*
Z. CONSTRUCTION AND DESIGN STANDARDS AND SPECIFICATIONS FOR STREETS,
SIDEWALKS, AND CURBS AND GUTTERS ARE CONTAINED IN APPENDIX C AND
WITHIN THE NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS,
AND ALL SUCH FACILITIES SHALL BE COMPLETED IN ACCORDANCE WITH THESE
STANDARDS.
AA. SIDEWALK CONSTRUCTION FOR THE HANDICAPPED SHALL CONFORM TO THE
REQUIREMENTS OF THE NORTH CAROLINA STATE BUILDING CODE.*
BB. ALL BRIDGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS
AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
CC. OBTAIN ROAD NAME APPROVAL FROM CHATHAM COUNTY EMERGENCY
OPERATIONS CENTER.*
DD. SHOW UTILITY PLAN (EXISTING AND PROPOSED) INCLUDING WATER AND SEWER
LINES (TYPE, SIZE, SLOPE), EASEMENTS, METER (SIZE), WELLS (SIZE/DEPTH),
TAPS, VALVES, BACKFLOW PREVENTER, HOT BOX, SEWER CLEAN OUT, MANHOLES,
NEAREST FIRE HYDRANT, ETC.
EE. ALL ROADS, DRIVEWAYS, SIDEWALKS, AND OTHER COMMON AREAS AND FACILITIES
SHALL BE SUFFICIENTLY ILLUMINATED TO ENSURE THE SECURITY OF PROPERTY
AND THE SAFETY OF PERSONS USING SUCH ROADS, DRIVEWAYS, SIDEWALKS,
AND OTHER COMMON AREAS AND FACILITIES.
FF. EVERY LOT MUST HAVE AVAILABLE TO IT A TELEPHONE SERVICE CABLE
ADEQUATE TO ACCOMMODATE THE REASONABLE NEEDS OF EVERY LOT.
GG. ANY CREEK CROSSING REQUIRES ARMY CORP 404 PERMIT (IF APPLICABLE) AND
NCDEQ 401 PERMIT (IF APPLICABLE).*
HH. ANY WETLAND DISTURBANCE REQUIRES ARMY CORP APPROVAL.*
II. PROVIDE EROSION AND SEDIMENTATION CONTROL PLAN INCLUDING: SILT FENCE,
CHECK DAMS, SEDIMENT PONDS, ETC.*
JJ. PROVIDE STORMWATER MANAGEMENT PLAN INCLUDING: FLOW DIRECTIONS, AREA
DRAINAGE PLAN, MANHOLES, INLETS, DRAINAGE GRATES, PIPES (SIZE), GRASS
SWALES, DITCHES, RETENTION PONDS, ROOF GUTTER DRAINS, ETC.*
KK. PROVIDE PROPOSED GROUND COVER (FOREST, GRASS, GRAVEL, MULCH, ETC.)
LL. SUBMIT NCDEQ EROSION CONTROL LETTER OF APPROVAL.*
MM. SUBMIT NCDEQ STORMWATER PERMIT FOR PHASE 2 TIPPED COUNTY.*
NN. TREE SURVEY IS REQUIRED PRIOR TO ANY LAND DISTURBING ACTIVITY.
00. EVERY DEVELOPMENT SHALL RETAIN ALL EXISTING TREES EIGHTEEN (18) INCHES
IN DIAMETER OR MORE UNLESS THE RETENTION OF SUCH TREES WOULD
UNREASONABLY BURDEN THE DEVELOPMENT.
PP. PRIOR TO ANY FINAL PLANNING APPROVAL:
I. SUBMIT ACTUAL AS -BUILT PLAN FOR ALL STORMWATER MANAGEMENT
FACILITIES OR PRACTICES AFTER FINAL CONSTRUCTION COMPLETE.*
II. 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.
III. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR DRIVEWAY AND
ENCROACHMENTS FROM NCDOT.*
IV. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR ROADS, WATER, AND
SEWER UTILITY INSTALLATION FROM TOWN PUBLIC WORKS & UTILITY DIRECTOR.
V. SUBMIT VOLUNTARY ANNEXATION PETITION.
QQ. PRIOR TO ZONING APPROVAL:
1. OBTAIN ADDRESSES FOR HOWARD AND HEWITT COURT.
2. PROVIDE DETAIL OF REQUIRED IDENTIFICATION SIGNS.
3. PROVIDE APPROVAL FROM LOCAL POST MASTER REGARDING THE LOCATION
OF THE NEW MAIL BOX BUILDING. THE BUILDING SHALL BE AT LEAST 25'
FROM ANY MOBILE HOME OR DECK.
RR. PRIOR TO FINAL ZONING INSPECTION APPROVAL:
1. SUBMIT RECORDED PLAT AND ACCESSS EASEMENTS.
2. SUBMIT RECORDED EASEMENT DEEDS FROM ADJACENT PROPERTY OWNERS.
3. INSTALL REQUIRED IDENTIFICATION SIGN.
,EVISIONS
CAMBRIDGE SOUTHEAST ESTATES
I O B
I L E
HOME PARK
EXPAN
SIO'.
265
HAMP
STONE ROAD, SILER
CITY,
NORTH
CAROLINA 27332
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
36.44
35.00
N 29°34'34" W
34.81
C2
187.72
45.00
S 60`57'22" W
78.33
C3
158.89
875.00
N 48°35'4" E
158.67
C4
78.60
325.00
S 46`51'30" W
78.41
C5
107.87
125.00
N 64°39'6" E
104.55
C6
127.89
80.00
S 44°42'21 " E
114.70
C7
48.08
30.00
S 44°37'27" E
43.10
C8
64.72
75.00
N 64°39'7" E
62.73
C9
90.68
1 375.00
1S 46'51'30" W1
90.46
C10
149.80
1 825.00
1 N 48°35'4" E
1 149.59
LINE TABLE
LINE
LENGTH
BEARING
L1
38.49
N 1 ° 1 6'38"
E
L2
149.96
S 88*30'18"
E
L3
32.40
N 1°11'57"
E
L4
2.33
N 1°11'57"
E
L5
94.89
N 1`11'8"
E
L6
61.11
S 84°3'40"
W
L7
229.78
S 41 `57'36"
W
L8
91.24
S 50`4'30"
E
L9
24.96
S 50°30'33"
E
L10
119.93
S 50`9'52"
E
L11
50.10
S 50`9'52"
E
L12
0.00
S 50°9'52"
E
L13
55.61
S 50°9'52"
E
L14
74.75
S 3°4'34"
W
L15
44.80
N 3°24'56"
E
L16
450.92
S 43°22'58"
W
L17
298.44
S 53*47' 10"
W
L18
367.64
S 39°55'50"
W
L19
16.40
S 89°22'24"
W
L20
196.20
N 1`11'8"
E
L21
205.21
N 1`11'8"
E
L22
16.40
S 89`22'24"
W
L23
367.65
S 39`55'50"
W
L24
298.45
S 53`47' 10"
W
L25
447.83
S 43`22'58"
W
END OF HYATT COURT TO
_ FINISHED TO FULL WIDTH
ASPHALT PER TOWN
STANDARDS
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EASEMENT PIN: 8752-04-53-7210
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o SITE V SANTA
64 FE CT
US HWY 64
NOT TO SCALE
SITE ADDRESS:
PIN:
PARCEL NUMBER:
ZONING:
DEED BOOK:
AREA:
PLAT BOOK:
JURISDICTION:
CURRENT USE:
PROPOSED USE:
EXISTING HOMES:
PROPOSED NEW HOMES
TOTAL HOMES:
ONE
CAMBRIDGE SOUTHEAST, LLC
650 E. CLARK AVENUE
ORCUTT, CALIFORNIA 03455-5254
265 HAMP STONE ROAD
SILER, NC 27332
8752-02-54-8468
13625
R-MH-C
1900 PAGE 738
25.71 AC.
2007 PAGE 179
SILER CITY (ETJ)
VACANT
MOBILE HOME PARK
32 (MOBILE HOME SITES)
25 (MOBILE HOME SITES)
57 (MOBILE HOME SITES)
1. COVER SHEET
2. EXISTING CONDITIONS & TREE SURVEY
3. OVERALL SITE PLAN
4. PROPOSED OVERALL GRADING & DRAINAGE PLAN
5. PROPOSED OVERALL UTILITY PLAN
6. PROPOSED OVERALL LANDSCAPE PLAN
7. EROSION CONTROL PLAN PHASE-1
8. EROSION CONTROL PLAN PHASE-2
9. HOWARD CT & HEWITT CT PLAN & PROFILE
10. SANITARY SEWER PLAN & PROFILE
11. STORM SYSTEM PLAN & PROFILE
12. STORM SYSTEM PLAN & PROFILE
13. SITE DETAILS
14. STORM DRAINAGE DETAILS & CALCULATIONS
15. UTILITY DETAILS
16. EROSION CONTROL DETAILS
17. EROSION CONTROL MAINTENANCE & DETAILS
SITE LIGHTING PLAN (BY DUKE ENERGY PROGRESS)
APPLICANT/
CAMBRIDGE SOUTHEST, LLC
DEVELOPER:
650 EAST CLARK AVENUE
ORCUTT, CA 93455
PHONE: [phone]
ATTN:DAVID WILSON
E-MAIL:[e-mail]
CIVIL/
DEVELOPMENT ENGINEERING, INC.
LANDSCAPE:
244 W. MILLBROOK ROAD,
RALEIGH, NC 27619
PHONE: [phone] FAX: [phone]
ATTN: DAVID BLEVINS, P.E.
E-MAIL:[e-mail]
FIRM'S LICENSURE#: C-0995
1. MINI -PARKS IF BUILT, MUST BE DEVELOPED IN ACCORDANCE WITH
THE TOWN OF SILER GUIDELINES.
2. THE DEVELOPER WILL NOT BE CONSTRUCTING THE MULTI -USE PATH.
3. THE STORAGE/MAINTENANCE BUILDINGS SHALL BE AT LEAST 25'
FROM ANY MOBILE HOME, DECK, OR DETACHED ACCESSORY
BUILDING.
CALL BEFORE
YOU DIG.
ALL
CONSTRUCTION
TO
SILER
CITY
STANDARDS
& SPECIFICATIONS
FINAL PLAN - NOT FOR CONSTRUCTION
CAMBRIDGE SOUTHEAST
ESTATES
SILER CITY NORTH CAROLINA
SCALE: 1 "=80'
COVER SHEET
```q�1111 f
♦�,♦�`��H CARO RD�%
,5.
;moo �oFESs�ati �9-I;
= . �50 =
=
04-27-22
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, INC 27607
TELEPHONE: [phone] FAX: [phone]
CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)
�
SHEET
NO,
1
OF
17
ORIGINAL DATE:04-27-22
LATEST REVISION DATE:
PROJECT NO.: 19046