NCC222320_Site Plan or Location Map (2)_20220624

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yed9eooe
k Rd
Eaton PI
Panther Ridge VICINITY MAY
NOT TO SCALE
INSPECTION FEES
WATER 3263 L.F. X $0.75 = S 2447.25
STORM 4468 L.F. X $0.50 = 2234.00
SEWER 3446 L.F. X $0.75 = $ 2584.50
RDWY. 2461 L.F. X $0.50 = $ 1230.50
TOTAL $ 8496.25
BEFORE YOU DIG!
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW?
I"
CBiI MAILBOX CLUSTER PUBLIC SIDEWALK EASEMENT
5, E E T 5' 4' MIN o
MIN.
--- -
h N HANDICAP RAMP
SEE DETAIL & NOTES)
1i.5' l
20'
�7 5' ❑IA. CIRCULAR
TURNING SPACE
CBU MAILBOX CLUSTER DETAIL
(NTS)
PROTECTED DRAINAGE EASEMENT (P.D.E.)
THE FOLLOWING RESTRICTIONS SHALL APPLY TO ALL
PROTECTED DRAINAGE EASEMENTS(PDEs)
1. NO FILL, BUILDINGS OR STRUCTURES, EXCEPT FOR WATER
DEPENDENT STRUCTURES, GREENWAYS, UTILITY SUBSTATIONS,
UTILITIES, ROADS OR OTHER RELATED PUBLIC IMPROVEMENTS
SHALL BE PLACED OR CONSTRUCTED WITHIN PROTECTED
DRAINAGE EASEMENTS AS PROVIDED IN THE CITY OF HIGH POINT
STORM DRAINAGE SYSTEM MANUAL
2. DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL
HE CONSTRUCTED NO CLOSER THAN TWO (2) FEET HORIZONTALLY
FROM THE TOP OF ANY SLOPE ALONG ANY OPEN WATERCOURSE.
PARKING AREAS AND ASSOCIATED DRIVES MAY BE CONSTRUCTED
OVER ENCLOSED SUBSURFACE DRAINSXERIlY
3. IT SHALL BE THE OWNER'S RESPONS[TY TO MAINTAIN
ALL WATERCOURSES ON PRIVATE PRO WHETHER
ENCLOSED AS SUBSURFACE DRAINS OR REMAINING AS
OPEN CHANNELS.
4. THE CITY DOES NOT ACCEPT�RESPONSIBILITY TO MAINTAIN ANY
DRAINAGE EASEMENT OR STO DRAINAGE STRUCTURES, EXCEPT
FOR THOSE WITHIN A PUBLI STREET RIGHT-OF-WAY OR TRAVERSING
CITY -OWNED LAND.
R. DAVIS. JR. 5 86`20'_51" E
4 II 4
46 45 4 Ti 4
vr
636
e) 10' Y
H15' TYPE 'C' BUFFER �89'-IN
J 287.68' (OU1
f
I .TAMES W. IDOL
f DB 470 PG 112
' DB 407 PG 351
DB 421 PG 364
ACL:01007000000449
ZONED RA3
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NOTES:
1. ALL MATERIALS AND METHOD OF INSTALLATION SHALL CONFORM TO THE CITY OF HIGH
POINT STANDARDS. VARIATIONS FROM COHP STANDARDS(CURB INLETS, TYPE OF CURB)
ARE SPECIFIED ON PLANS. THE CONTRACTOR SHALL OBTAIN FROM THE CITY OF HIGH POINT
STANDARD DRAWINGS, MATERIAL SPECIFICATIONS, AND INSTALLATION STANDARDS PRIOR TO
BIDDING THE PROJECT. THE CONTRACTOR SMALL CONTACT THE ENGINEERING SERVICES
DEPARTMENT -CONSTRUCTION INSPECTIONS DIVISION AT 336-883-3194 PRIOR TO ANY UTILITY
CONSTRUCTION. AS -BUILT DRAWINGS OF ALL PUBLIC UTILITIES SHALL BE SUBMITTED TO
THE ENGINEERING SERVICES DEPARTMENT UPON COMPLETION OF THE PROJECT.
2. ALL DISTANCES ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. ALL. SANITARY SEWER PIPE SHALL BE VITRIFIED CLAY OR SDR-26 UNLESS OTHERWISE NOTED.
V.C. PIPE WITH COVER BETWEEN 12' AND 14' SHALL BE BEDDED TO THE SPRING LINE
WITH WASHED No. 57 STONE. V.C. PIPE WITH COVER BETWEEN 14' AND 16' SHALL BE
ENCASE WITH WASHED No. 57 STONE. PIPE WITH GREATER THAN 16' OF COVER SHALL
BE DUCTILE IRON.
4. WATER LINES SHALL BE DUCTILE IRON PC 350.
5. WATER AND SEWER SERVICES MUST NOT BE LOCATED WITHIN DRIVEWAYS.
6. ADEQUATE DRAINAGE FOR BUILDING PADS SHALL BE PROVIDED TO ALLOW
DRAINAGE: TO FLOW AWAY FROM BUILDING PADS.
7. WHEELCHAIR RAMPS ARE REQUIRED FOR CURB & GUTTER INTERSECTIONS. SEE CITY OF
HIGH POINT ENGINEERING SERVICES DRAWING 511.01 FOR RAMP/DETECTABLE WARNING
SURFACES. RAMPS/SIDEWALKS SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS
OF THE ADA.
S. THIS PLAT IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A
FULL. AND ACCURATE TITLE SEARCH.
9. THIS PLAT IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR
RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS PLAT, WHICH
WERE NOT VISIBLE AT THE TIME OF SURVEY.
10. THIS PLAT IS SUBJECT TO ANY UTILITIES NOT VISIBLE AT THE TIME OF SURVEY.
11. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
12. TOPOGRAPHY TAKEN FROM LIDAR WITH LIMITED FIELD VERIFICATION.
13. ALL ROADWAYS SHALL BE PUBLIC UNLESS OTHERWISE NOTED.
14. STRUCTURES, FENCING, AND PLANTINGS WILL BE RESTRICTED WITHIN THE
SANITARY SEWER EASEMENTS,
15. WATER QUALITY BONDS SHALL BE POSTED ON ENGINEERED STORMWATE:R
DEVICES PRIOR TO FINAL APPROVAL OF PLAT IF AS -GUILTS HAVE NOT BEEN
SUBMITTED.
16. DRIVEWAYS MUST MEET CITY OF HIGH POINT DRIVEWAY ORDINANCE.
8" ABC STONE: BASE
TO 95% COMPACTIOP
TEMP. TURN AROUND DETAIL
20'
Awaiting NC
ADDITIONAL 50' ZONE 21 ZONE 7 I I ZONE I ME 21 ADDITIONAL 50'
VE.. BUFFER 20' 30' 30' 20' VEG. BUFFER
(PERENNIAL ONLY) 3: 3 (PERENNIAL ONLY)
� a
j I4 MEAM NT
STREAM BUFFER SECTION DETAIL
SEE HIGH POINT DEVELOPMENT ORDINANCE
AS AMENDED JUNE 1, 2000
FOR PRACTICES AND ACTIVITIES NOT ALLOWED
IN ZONES 1 AND 2
ZONE 1: UNDISTURBED AREA OF VEGETATION EXTENDING THE
FIRST 30 FEET LANDWARD FROM THE TOP OF THE STREAM
BANK'S NORMAL WATER LEVEL OR OTHER WATER 80DIES ON ALL
SIDES OF THE SURFACE WATER MEASURED HORIZONTALLY ON A
LINE PERPENDICULAR TO A VERTICAL LINE MARKING THE TOP OF
BANK.
ZONE 2: UNDISTURBED AREA OF VEGITATION BEGINNING AT THE
OUTER EDGE OF ZONE 1 AND EXTENDING LANDWARD A MINIMUM
OF 20 FEET AS MEASURE HORIZONTALLY ON A LINE
PERPENDICULAR TO THE SURFACE WATER. THE COMBINED
WIDTHS OF ZONE i & 2 SHALL BE 50 FEET ON ALL SIDES OF
THE SURFACE WATER. EXCEPTIONS MUST BE APPROVED BY THE
TECHNICAL REVIEW COMMITTEE PER SECTION 6.2.9.C.9 OF THE
DEVELOPMENT ORDINANCE
Driveway Permit. SECTION ONE
AEdmonds HARMON DEVELOP ENT
PB 13 PG 97
17. ALL WATER & SEWER SHALL BE PUBLICLY MAINTAINED. COMMON AREAS SHALL
BE MAINTAINED BY THE HOME OWNERS ASSOCIATION.
18. ALL COMMERCIAL RETAINING WALLS REQUIRE A PERMIT FROM BUILDING INSPECTIONS.
COMMERCIAL WALLS WITH A CUMULATIVE VERTICAL RELIEF GREATER THAN 5' IN HEIGHT
WITHIN A HORIZONTAL SEPARATION DISTANCE OF 50' OR LESS, WALLS CROSSING LOT
LINES OR SUPPORTING STRUCTURE REQUIRE ENGINEERING.
19. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION PERMIT
FROM BUILDING INSPECTIONS.
20. ACCESSIBILITY TO THE STREET SIDE OF THE CBU SHALL BE COMPLIANT.
21. RCP PIPING SHALL BE CLASS III.
22. ALL TOWNHOMES SHALL BE 2 STORY.
23. SUBMIT AS -BUILT DRAWING AFTER CONSTRUCTION TO THE CITY
OF HIGH POINT ENGINEERING SERVICES DEPT, CONSTRUCTION
INSPECTION DIVISION, AT [phone] THAT SHOWS THE WATER
OR SANITARY SEWER TAPS, DRIVEWAYS, SIDEWALKS STORM DRAINAGE
OR ROADWAY IMPROVEMENTS.
24. THE CONTRACTOR SHALL CONTACT THE CITY OF HIGH POINT ENGINEERING
SERVICES DEPT., CONSTRUCTION INSPECTION DIVISION AT (336) 883•-3194
PRIOR TO THE START OF ANY WATER AND SANITARY SEWER CONSTRUCTION
AS WELL AS FOR ANY WORK WITHIN THE .PUBLIC RIGHT-OF-WAY FOR WATER
OR SANITARY SEWER TAPS, DRIVEWAYS, SIDEWALKS, STORM DRAINAGE OR
ROADWAY IMPROVEMENTS.
25. THE CORE OF THE EXISTING SANITARY SEWER MANHOLES SHALL BE INSPECTED
BY THE ENGINEERING SERVICES DEPT. INSPECTOR.
26. SUBMITTAL AND APPROVAL OF SEPARATE UTILITY AND STREET PLAN AND PROFILES
RECORD IS REQUIRED PRIOR TO ANY ROAD OR UTILITY CONSTRUCTION. SUBMITTAL
AND APPROVAL OF A SEPARATE DEVELOPMENT UPDATE RECORD WITH GRADING AND
EROSION CONTROL PLANS IS REQUIRED PRIOR TO BEGINNING ANY LAND DISTURBING
ACTIVITY.
27. ALL UTILITIES (ELECTRIC, COMMUNICATIONS, ETC.) MUST BE INSTALLED UNDERGROUND.
NO ABOVE GROUND ELECTRICAL OR COMMUNICATIONS SERVICE IS ALLOWED.
ZONED: RA3
HIGH POI T
CITY LIMITS (OUT)
- (IN)
3'
50' R/W
27' B-B
11' 21
2
3• �
9"
9"
3
g:1
1 4"
T
3" STONE
5' SIDEWALK
VALLEY CURB
& UWT) R
1" S 9,5B BELOW CURB
(SEE PLAN VIEW
($
2" S 9.5C (EXTEND 1' FROM
FOR LOCATION)
8" ABC
BACK OF CURB)
(SEE NOTE)
TYPICAL 27' B-B
PUBLIC STREET
SECTION
NOT TO SCALE
50' R/W
1'
3.5' 21"
27' B-B
21
2
3 y
g"
13'
13
9"
" 1
��
:�SIDEWALKVALLEY
3" STONE
CURB
I" S 9.5B
BELOW CURB
(SEE PLAN VIEW
(P
2" 5 9.5C (EXTEND 1' FROM
FOR LOCATION)
8" ABC
BACK OF CURB)
(SEE NOTE)
TYPICAL 31' B-B
PUBLIC STREET
SECTION
NOT TO SCALE
0
N 8-35-01" E - �. �.�.� - --• __ -
1 ISOL&ML_-,MEAM! (SEE-6111'D) -
30' ZONE I I
20' ZONE 2�J
80' 400 80' 160'
SCALE: 1" = 80'
UTILITY NOTES
1. UNLESS INDICATED OTHERWISE, ALL WATER AND SEWER LINES SHALL BE INSTALLED WITH A MINIMUM COVER
OF 48" TO THE TOP OF THE PIPE.
2. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION
3. ALL ON -SITE WATER & SEWER UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF HIGH POINT STANDARDS.
HOWEVER, ALL UTILITIES NOT LOCATED WITHIN A PUBLIC EASEMENT OR PUBLIC RIGHT-OF-WAY SHALL BE
PRIVATE WITH MAINTENANCE OF THE STORM SYSTEMS PROVIDED BY THE HOA.
4. CONTACT THE ENGINEERING SERVICES DEPARTMENT --CONSTRUCTION INSPECTIONS DIVISION AT (336) 883--3194
PRIOR TO ANY CON
STRUCTION ACTIVITIES.
5. THE OWNER/ENGINEER SHALL SUBMIT AS -BUILT DRAWINGS OF THE WATER, SEWER, AND STORM DRAIN SYSTEMS
TO THE ENGINEERING SERVICES DEPARTMENT UPON PROJECT COMPLETION INCLUDING WATER METER AND
SEWER CLEAN -OUT LOCATIONS.
EXISTING UTILITY NOTES
1. THE LOCATIONS OF EXISTING UTILITIES INDICATED ON THIS PLAN ARE
CITY OF HIGH POINT ELECTRIC DEPT.
APPROXIMATE. IT SHALL HE THE RESPONSIBILITY OF THE GENERAL
CURTIS BROWER 336-883-3134
CONTRACTOR TO PROVIDE FOR UTILITY LOCATION SURVEYS TO
NORTH STATE COMMUNICATIONS
ACCURATELY LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY
BRAD WRIGHT 336-848-2375
CONSTRUCTION ACTIVITIES, INCLUDING, BUT NOT LIMITED TO, FIELD
PIEDMONT NATURAL GAS CO.
EXCAVATION TO VERIFY LOCATION AND DEPTH OF COVER.
JOHN FOSTER 336-345-2083
2. THE GENERAL CONTRACTOR SHALL PROVIDE FOR COORDINATION SERVICES
DURING CONSTRUCTION FOR ALL UNDERGROUND UTILITIES REQUIRED TO
SPECTRUM/CHARTER COMMUNICATIONS
BE RELOCATED AND THOSE TO REMAIN IN SERVICE AND BE PROTECTED
MICHAEL ROYAL 336--698-5705
DURING CONSTRUCTION ACTIVITIES. THESE SERVICES WILL INCLUDE, BUT
CITY OF HIGH POINT TRANSPORTATION DEPT.
NOT BE LIMITED TO, THE COORDINATION OF THE CONSTRUCTION SEQUENCE
MATT CARPENTER 336-883-3225
OF THOSE UTILITIES RELOCATION. COSTS ASSOCIATED WITH THE
RELOCATION OF UNDERGROUND UTILITIES, WITH THE EXCEPTION OF THE
PUBLIC WATER LINE, SHALL BE PAID BY THE OWNER.
3. THE FOLLOWING PRIVATE AND PUBLIC UTILITY OWNERS SHALL BE CONTACTED
PRIOR TO ANY CONSTRUCTION ACTIVITIES AT THE SITE (SEE ADDITIONAL NOTES
FOR CONTACT INFORMATION REGARDING PUBLIC WATER AND SEWER).
THIS IS NOT A SURVEY. NOT FOR RECORD, SALES OR CONVEYANCE
C'ISS#S�WEBpCku
STREET. UTILITY. & GRADING SHEET INDEX
1 COVER SHEET
2 PLAN/PROFILE ROAD 'A'
3 PLAN/PROFILE ROAD 'B'
4 PLAN/PROFILE ROAD 'C' STA 0+00 - 7+00
5 PLAN/PROFILE ROAD 'C' STA 7+00 - END
6 PLAN/PROFILE SEWER OUTFALL
T PLAN/PROFILE HORNEYTOWN WATERLINE
8 HORNEYTOWN ROAD WIDENING PLAN
9 INITIAL EROSION CONTROL PLAN
10 FINAL EROSION, GRADING & DRAINAGE PLAN
11 EROSION CONTROL CALCULATIONS & DATA
12 DETAILS
13 DETAILS
NC001 CONSTRUCTION GENERAL PERMIT REQUIREMENTS
ADDITIONAL PLANS
1A PRELIUINARY & WATERS PLAN
OWNER /DEVELOPER
GREG GARRETT
6420 HAMPTON KNOLL RD.
CLEMMONS, N.C. 27012
336---399-7197
WS-1 DETENTION POND No. 1 1
WS-1 DETENTION POND No. 2 z.f
CHARLES WILLIAM SWAIM '
DB 1017 PG 1956
ACL: 01 00700000055A ( ��
ZONED: RA3
-TY_ N 88•--37'-31" E �r
- 15'PE ' BUFFER472.F8' j
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40
rf � 11 1ii
20' SSE � 1
1 EX. 20' SSE ---�
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10
4�
APPROX. I ! I Q
' 100 YEARS
FLOOD PLAIN
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k {!I I N FLOODWAY x
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..
'3Fc°a�i�YM
HANDICAP RAMP & CURB
NO SCALE
SITE DATA
ZONING: CZ RM-5 (20-8)
- TAX ID: 6882-04-61-6451, 7135
- D.B. 1783 PG. 1375 & D.B. 1950 PG. 497
- TOTAL AREA = 29.25 AC.
- TOTAL No. OF UNITS ALLOWED = 146
- TOTAL NUMBER OF UNITS PROPOSED = 146
(SFA = 123 SFD = 23)
AVERAGE LOT AREA = 7,020 SF (SEE TABLE)
- BUA = 7.95 Ac. (27.2%)
(SEE
ATERSHED DATA FOR
- TOTALwR/W DEDICATION (INTERNAL)DETAILS)
2.90 Ac.
- TOTAL R/W DEDICATION (HORNEYTOWN RD.)) = 0.12 Ac.
- TOTAL STREET LENGTH = 2,432 LF
- OPEN SPACE REQUIRED = 435 S.F. x 123 = 1.23 AC.
- OPEN SPACE PROVIDED = 18.67 AC.
WATERSHED DATA
- WATERSHED: YADKIN/PEE-DEE (NON WATER SUPPLY WATERSHED)
-SOIL TYPE: EnB, EnD, MhC2
-AVERAGE SLOPE: 10%
- DISTANCE TO FLOODWAY. 0 LF
-DISTURBED AREA = 23.0 Ac.
- BUA SUMMARY:
STREETS & SIDEWALKS = 1.81 AC.
TOWNHOMES & DRIVES = 4.36 AC.
LOTS 23 ® 3000 SF EA- 1.58 AC.
FUTURE ADDITIONAL = 0.20 AC.
7.95 AC. (27.2%)
- RIVER BASIN. YADKIN/PEE-DEE
- LAT 36.003273, LONG-•80.062008
- ESTIMATED START DATE. NOVEMBER 2020 ESTIMATED END DATE: DEC. 2022
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APPROVED
By Christopher Andrews at 8:46 am, Dec 23, 2020
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ZONING STANDARDS:
RM-5 RESIDENTIAL DISTRICT (OUTSIDE CORE CITY)
SINGLE FAMILY DETACHED:
MIN, LOT AREA
- 7000 SF (AVG) +/- 25% MAX/MIN
MIN. LOT WIDTH INTERIOR LOT
= 50 FEET
MIN. LOT WIDTH CORNER LOT
= 60 FEET
FRONT SETBACKS
= 25 FEET
STREET SETBACKS - SIDE
= 15 FEET
SIDE SETBACKS
= 5 FEET
REAR SETBACKS
= 20 FEET
SINGLE FAMILY ATTACHED:
FRONT SETBACKS
= * SEE BELOW
(MIN. 20' DRIVEWAY FROM SIDEWALK
OR BACK OF CURB)
MINIMUM BUILDING SEPARATION
= 10'
MAX. UNITS PER BUILDING
= 6
MINIMUM PERIMETER SETBACK
= 20'
+Internal Street Setback On a street constructed within a single-family attached
development, the street setback may be reduced to a minimum of 15 feet in
accordance with the following standards-
(1) For attached units abutting a street or priv❑te drive with a sidewalk, the
individual driveways for the units must he o minimum length of 20 feet as
measured from the sidewalk.
(2) For attached units abutting a street or private drive without ❑ sidewalk, the
individual driveways for the units must be a minimum length of 20 feet as
measured from back of curb or edge of pavement for streets and drives without
a curb.
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