20210678 Ver 1_19-018 Rev02 2021-04-12 Plans Only Revised_20210416

PIN# 9840-33-9815 & 9840-43-9598
ECE GENERAL NOTES
2.
3.
EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY DATA SUPPLIED BY R. S.
JONES AND ASSOCIATES, INC. WITH SOILS AND SURFACE WATER DELINEATION PERFORMED BY THREE
OAKS ENGINEERING,
WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND
LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL MEASURES FOR ALL WORK W/IN PUBLIC
R/W PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE
N.C. SUPPLEMENT TO THE MUTCD, AND LOCAL CITY INSPECTORS DIRECTION.
4. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND/OR
SPECIFICATIONS, LOCAL STANDARD DETAILS AND CONSTRUCTION STANDARDS, STATE CONSTRUCTION
STANDARDS, AND OTHER APPLICABLE CONTRACT DOCUMENTS.
5. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING
THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL NC ONE CALL
(PREVIOUSLY ULOCO) AT 1-800-632-4949 FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO
COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
6. UNDERGROUND UTILITIES SHOWN USING BEST AVAILABLE INFORMATION. ALL LOCATIONS SHALL BE
CONSIDERED APPROXIMATE ONLY. THERE MAY BE MORE UNDERGROUND UTILITIES THAN ARE SHOWN
HEREON. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATIONS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES TO REMAIN DURING ALL
DEMOLITION AND CONSTRUCTION ACTIVITIES.
8. ALL CLEARING, GRUBBING AND UNSUITABLE FILL MATERIAL SHALL BE DISPOSED OF LEGALLY.
9. ALL PAVEMENT, CURB, STORM DRAINAGE PIPE, AND STRUCTURES TO BE REMOVED SHALL BE HAULED
OFFSITE AND DISPOSED OF LEGALLY.
10. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERMING, PARKED
VEHICLES OR SIGNS BETWEEN THE HEIGHT OF TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE
THE CURB LINE ELEVATION, OR NEAREST TRAVELED WAY IF NO CURBING EXISTS, SHALL BE PLACED
WITHIN A SIGHT TRIANGLE OF A PUBLIC STREET, PRIVATE STREET OR DRIVEWAY CONTAINED ON THE
PROPERTY OR ON AN ADJOINING PROPERTY.
11. ALL LOTS SHALL BE SERVED BY WELL AND SEPTIC.
CONTRACTOR SHALL NOT MAKE ANY MODIFICATIONS TO THE APPROVED DRAWINGS
WITHOUT PRIOR APPROVAL OF BOTH THE DESIGN ENGINEER AND LOCAL INSPECTOR.
ECE GRADING & STORM DRAINAGE NOTES:
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL CONSTRUCTION STANDARDS,
SPECIFICATIONS, AND PROCEDURES AND THE NCDEQ'S SEDIMENTATION AND EROSION CONTROL
STANDARDS, SPECS., AND PROCEDURES.
2. CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE STATE AND LOCAL PERMITS REQUIRED FOR THE
COMMENCEMENT OF GRADING OPERATIONS HAVE BEEN OBTAINED PRIOR TO START OF GRADING.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES PRIOR TO
THE BEGINNING OF DEMOLITION AND/OR CONSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES TO REMAIN DURING ALL
CONSTRUCTION ACTIVITIES.
5. ALL STORMWATER MANAGEMENT FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO MEET ALL
STATE AND LOCAL REQUIREMENTS, INCLUDING THE STATE STANDARDS FOR WATER QUALITY AND
DETENTION FACILITIES (CURRENT EDITION).
6. EROSION CONTROL MEASURES SHALL BE PROVIDED ACCORDING TO THE EROSION CONTROL PLAN AND
AS NEEDED TO PROTECT ADJACENT PROPERTIES.
7. CONTRACTOR SHALL PROVIDE ALL STAKING, FLAGGING AND/OR FENCING NECESSARY TO PROVIDE
PROPER PROTECTION OF THE STREAM BUFFER.
MEADOWCREST DR
US HWY 54
BERRY
ANDREWS
RD
FLORAL
DRIVE
COLLINS
CREEK
DRIVE
VICINITY MAP
1"=3000'
0
i
ANLE
N
VE
PROPERTY LINE (P/L)
ADJACENT PROPERTY LINE
EASEMENT (ESMT)
SETBACK (S/B)
RIGHT-OF-WAY (R/W)
CENTERLINES (C/L)
CURB & GUTTER
EDGE OF PAVEMENT (EOP)
SIDEWALK
ECE LEGEND
NEW
EXISTING
CREEK
CATCH BASIN (CB)
YARD INLET (YI)
STORM DRAINAGE JUNCTION BOX (JB)
CURB INLET (CI)
SANITARY SEWER MANHOLE (MH)
SANITARY SEWER CLEANOUT (CO)
METER BOX
VALVE
FIRE HYDRANT (FH)
FIRE DEPARTMENT CONNECTION (FDC)
LIGHT POLE (LP)
UTILITY POLE (PP) & GUY WIRE
CABLE TV LINE
ELECTRIC LINE & TRANSFORMER
FIBER OPTIC CABLE
GAS LINE
OVERHEAD UTILITY LINE
SANITARY SEWER (SS)
STORM DRAIN PIPE (SD)
TELEPHONE
WATER LINE (WL)
GRADE CONTOUR
FINISHED GRADE SPOT ELEVATION
CLEARING LIMIT/TREE LINE
LIMITS OF DISTURBANCE
DITCH OR SWALE FLOWLINE
TREE PROTECTION FENCE (TPF)
SILT FENCE (SF)
FENCE
0
OR D
OR
O
O
c.o. OR
/°ss
0
® OR D4
1 LP
°PP
TV
OR
I0I OR
CS�
xss OR
OR D4
tiY0
D
1;-LP
PP OR
- XTV
XE
FO XFO
G XG
OH
SS
so
T
400
+ 356.44
000
BF SF SF
RIP RAP APRON
CHECK DAM
SEDIMENT FENCE OUTLET
INLET PROTECTION
CONCRETE MONUMENT / STONE FOUND
•
OR O
/ •
X
rE-
L
XOH
xss
XSD
XT
xw
400
X 356.44
EXISTING IRON PIPE (EIP)
EXISTING IRON ROD (EIR)
IRON PIPE SET (IPS)
PK NAIL SET (PKS)
COMPUTED POINT (CP)
0
•
NOTATION ON PROPOSED ROADWAYS
THE DEVELOPER ACKNOWLEDGES THAT ANY AND ALL PROPOSED ROAD NAMES SHALL BE SUBMITTED
TO ORANGE COUNTY LAND RECORDS FOR REVIEW AND APPROVAL PRIOR TO RECORDATION TO ENSURE
THAT THE NAMES MEET THE COUNTY'S ADDRESSING ORDINANCES AND POLICIES.
ORANGE COUNTY SOLID WASTE NOTES
1. ALL EXISTING STRUCTURES 500 SQUARE FEET AND LARGER IN SIZE SHALL BE ASSESSED PRIOR
TO DEMOLITION TO ENSURE COMPLIANCE WITH THE COUNTY'S REGULATED RECYCLABLE MATERIALS
ORDINANCE (RRMO) AND TO ASSESS THE POTENTIAL FOR DE -CONSTRUCTION AND/OR THE
RE -USE OF SALVAGEABLE MATERIALS.
2. BY ORANGE COUNTY ORDINANCE, CLEAN WOOD WASTE, SCRAP METAL, AND CORRUGATED
CARDBOARD PRESENT IN CONSTRUCTION OR DEMOLITION WASTE MUST BE RECYCLED.
3. BY ORANGE COUNTY ORDINANCE, ALL HAULERS OF MIXED CONSTRUCTION AND DEMOLITION WASTE
THAT INCLUDES ANY REGULATED RECYCLABLE MATERIALS SHALL BE LICENSED BY ORANGE
COUNTY.
4. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY ON THE SITE THE APPLICANT SHALL HOLD
A PRE-DEMOLITION/PRE-CONSTRUCTION CONFERENCE WITH THE SOLID WASTE STAFF. THIS MAY
BE THE SAME PRE -CONSTRUCTION MEETING HELD WITH OTHER DEVELOPMENT/ENFORCEMENT
OFFICIALS.
5. THE PRESENCE OF ANY ASBESTOS CONTAINING MATERIALS (' ACM') AND/OR OTHER HAZARDOUS
MATERIALS IN CONSTRUCTION AND DEMOLITION WASTE SHALL BE HANDLED IN ACCORDANCE WITH
ANY AND ALL LOCAL, STATE, AND FEDERAL REGULATIONS AND GUIDELINES.
�T
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LAN F
ANLE
UNTY NC
PROJECT DATA
SITE INFORMATION:
OWNER PARCEL:
DEED REFERENCE
PLAT REFERENCE
PIN NUMBER PARCEL 1:
ACREAGE PARCEL 1:
PIN NUMBER PARCEL 2:
ACREAGE PARCEL 2:
SITE TOTAL:
ZONING:
TOWNSHIP:
SCHOOL SYSTEM:
FIRE DISTRICT:
RIVER BASIN:
WATERSHED:
FEMA:
SOILS:
PROPOSED SITE DATA:
NUMBER OF PROPOSED LOTS:
NUMBER OF EXISTING LOTS:
AVERAGE LOT SIZE:
MIN. LOT SIZE:
OVERALL DENSITY:
LINEAR FEET OF NEW ROADS:
TOTAL OPEN SPACE:
COMMUNITY AREAS:
CONSERVATION AREA:
SLOPES >15% DISTURBED:
FRONT SETBACKS:
SIDE Sc REAR SETBACKS:
LAND USE BUFFER:
STEPHEN M. BURT
& SHARON C. BURT
DB 6689, PG 1471
PB 0122, PG 0128
9840-33-0969
1.50 ACRES BY SURVEY
9840-43-5353
54.09 ACRES BY SURVEY
55.59 ACRES (2,421,585)
R1 - RURAL RESIDENTIAL
BINGHAM (6)
ORANGE COUNTY SCHOOLS
ORANGE GROVE
CAPE FEAR
HAW RIVER UNPROTECTED
MAP 3710984000J, EFFECTIVE 02/02/2007
Lg, LIGNUM SILT LOAM, 0-3%, GROUP D
HrB & HrC, HERNDON SILT LOAM, GROUP B
12 WELL & SEPTIC LOTS (FLEXIBLE DEV.)
1 WELL & SEPTIC LOT
1.61 ACRES
1.33 ACRES
55.59 ACRES / 13 LOTS
1 UNIT PER 4.27 ACRES
2,984 LF
31.03 ACRES OR 55.82%
(11.51 AC PRIMARY / 19.52 SECONDARY)
4.07 ACRES
26.96 ACRES
N14,625 SF
30'
15'
N/A
PROPOSED ROADWAY DATA:
PRIVATE ROAD
3.62 ACRES RIGHT-OF-WAY
2,984 LINEAR FEET OF CENTER LINE
56,579 SF IMPERVIOUS AREA
IMPERVIOUS SURFACE CALCULATIONS:
TOTAL ROOF
FUTURE COM. PAVILION/FIREPIT
PROPOSED ROOF AREA
GENERAL ALLOWANCE
TOTAL HARDSCAPE
COMMUNITY MAIL KIOSK
HARDSCAPE / PATIO / SIDEWALK
GENERAL ALLOWANCE
GRAVEL ENTRANCE AND DRIVES
ENTRANCE ROAD/ KIOSK PARKING
LOT DRIVES
LOT PARKING PADS
ALLOWANCE
TOTAL PROPOSED IMPERVIOUS AREA
500 SF
39,000 SF (3,000 x 13 LOTS)
5,200 SF (AVE. 400 SF PER LOT)
420 SF
13,000 SF (1,000 X 13 LOTS)
6,500 SF (AVE. 500 SF PER LOT)
57,166 SF
15,600 SF (1,200 X 13 LOTS)
15,600 SF (1,200 X 13 LOTS)
8,775 SF (AVE. 675 SF PER LOT)
161,761 SF (3.71 AC) / 6.68%
STREAM/WETLAND IMPACTS:
SITE 1: ROAD CROSSING, JURISDICTIONAL
PERMANENT STREAM FILL:
STRUCTURAL STABILIZATION:
TEMPORARY STREAM IMPACTS:
PERMANENT WETLANDS IMPACTS:
TEMPORARY WETLANDS IMPACTS:
44 LF
56 LF
20 LF NORTH/6 LF SOUTH
1,918 SF
LESS THAN 40 SF
SITE 2: ENTRANCE ROAD NEAR LOT 1, NON JURISDICTIONAL
PERM FILL: 2,144 SF/0.049 AC TEMP IMPACTS: 1,584 SF/0.036
SITE 3: LOT 8-9, NON JURISDICTIONAL
PERM FILL: 3,594 SF/0.083 AC TEMP IMPACTS: 0 SF/0.000 AC
SITE 4: LOT 7, NON -JURISDICTIONAL
PERM FILL: 1,284 SF/0.029 AC TEMP IMPACTS: 0 SF/0.000 AC
BUFFER IMPACTS:
SITE 1: ROAD CROSSING
ZONE 1: 4,643 SF/0.107 AC ZONE 2: 2,890 SF/0.066 AC
AC
OWNER:
STEPHEN M BURT
SHARON C BERT
7951 LAKE ROSS LANE
SANFORD, FL 32771
DEVELOPER:
JODI BAKST
REAL ESTATE EXPERTS
501 EASTOWNE DRIVE
SUITE 140
CHAPEL HILL, NC 27514
919-697-5014
JOD I @R EALESTATEEXP ER TS. N ET
ENGINEER:
CHARLES P. KOCH P.E.
EARTHCENTRIC ENGINEERING, INC.
204 WEST CLAY STREET
MEBANE, NC 27302
PHONE: [phone]
FAX: [phone]
P H I L. K OCH @EAR TH CEN TR I C. COM
SURVEYOR:
ROBERT S JONES (L-3939)
R.S. JONES & ASSOCIATES, INC.
201 WEST CLAY STREET
MEBANE, NC 27302
PHONE [phone]
FAX [phone]
B OB B YJ@R SJON ESAN D ASSOCI ATES. COM
INDEX OF DRAWINGS:
C1.0 COVER SHEET
C2.0 EXIST. CON D. / DEMOLITION
C3.0 SITE PLAN
C3.1 SITE PLAN, 60 SCALE WEST
C3.2 SITE PLAN, 60 SCALE EAST
C4.0 EROSION CONTROL PLAN
C4.1 EROSION CONTROL PLAN,
50 SCALE, WEST
C4.2 EROSION CONTROL PLAN,
50 SCALE, EAST
C5.0 GRADING & STORM DRAINAGE
C5.1 GRADING & STORM DRAINAGE PLAN,
50 SCALE WEST
C5.2 GRADING & STORM DRAINAGE PLAN,
50 SCALE EAST
C6.0 LANDSCAPE PLAN
P1.0 PLAN & PROFILE,
STA. 10+00 TO 20+00
P1.1 PLAN & PROFILE
STA. 20+00 TO 29+00
P1.2 PLAN & PROFILE
STA. 29+00 TO 40+00
D1.0 NCGO1 DETAILS
D1.1 NCGO1 DETAILS
D2.0 EROSION CONTROL DETAILS
D2.1 EROSION CONTROL DETAILS
D3.0 STORMWATER MANAGEMENT &
LANDSCAPE DETAILS
CALL BEFORE YOU DIG... IT'S THE LAW.
CALL N.C. ONE-CALL(1-800-632-4949)
FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
2 WORKING DAYS PRIOR TO BEGINNING GRADING OR TRENCHING.
NORTH CAROLINA GENERAL STATUTE 87-102
APPROVAL STAMP
SUB20-0116 // LDP20-0073
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DESCRIPTION
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LL
2 04/12/2021
DATE:
HORIZONTAL SCALE:
VERTICAL SCALE:
PROJECT MANAGER:
DRAWN BY:
PROJECT NO:
DRAWING NAME:
DECEMBER 10, 2020
1" = 120'
N/A
CPK
CPK
19-018
19-018 WORKING
THIS DRAWING AND THE DESIGN HEREON ARE
THE PROPERTY OF EarthCentric Engineering, Inc.
THE INFORMATION ON THIS DRAWING IS NOT FOR
USE ON ANY OTHER SITE OR PROJECT. THE
REPRODUCTION OR OTHER USE OF THIS
DRAWING IN WHOLE OR IN PART, WITHOUT
WRITTEN CONSENT OF EarthCentric Engineering, Inc.,
IS PROHIBITED.
COPYRIGHT 2021 EarthCentric Engineering, Inc.
SHEET NO.
C .0
P:\19-018\19-018 Drawings\ Working\19-018 Working.dwg, C1.0 - Cover, 4/15/2021 1:31:35 PM
PRELIMINARY

map
PIN# 9840-33-9815 & 9840-43-9598
C GRID NAD83(20
PROJECT DATA
SITE INFORMATION:
OWNER PARCEL:
DEED REFERENCE
PLAT REFERENCE
PIN NUMBER PARCEL 1:
ACREAGE PARCEL 1:
PIN NUMBER PARCEL 2:
ACREAGE PARCEL 2:
SITE TOTAL:
ZONING:
TOWNSHIP:
SCHOOL SYSTEM:
FIRE DISTRICT:
RIVER BASIN:
WATERSHED:
FEMA:
I SOILS:
BEGIN
TAPER
i
O
o Z
-o
-0m
co
0 <
o
0
EQUITY TRUST COMPANY CUSTODIAN I
FBO ANDRE GERARD RISTAINO IRA
PIN# 9840-24-9249
DB.6647 PG.1122
i
CONCRETE PAD
FOR MAIL KIOSK,
4 PARKING
SPACES & AISLE
5/8" 5/8"
REBAR L13 REBAR
114-
00....
Mink
1/2"EIP
1
I
I
I
I 1
I I
I 1
I 1
I I
I 1
I 1
I I
I 1
I 1
I I
60.0
12f ...may
N 88'06' 09"E
297.42'
END TAPER
L11
STEPHEN M. BURT
& SHARON C. BURT
DB 6689, PG 1471
PB 0122, PG 0128
9840-33-0969
1.50 ACRES BY SURVEY
9840-43-5353
54.09 ACRES BY SURVEY
55.59 ACRES (2,421,585)
R1 - RURAL RESIDENTIAL
BINGHAM (6)
ORANGE COUNTY SCHOOLS
ORANGE GROVE
CAPE FEAR
HAW RIVER UNPROTECTED
MAP 3710984000J, EFFECTIVE 02/02/2007
Lg, LIGNUM SILT LOAM, 0-3%, GROUP D
HrB & HrC, HERNDON SILT LOAM, GROUP B
L10
5/8"
REBAR
/g4.36'
96.6.
POND
(NON JURISDICTIONAL
OPEN WATER)
9840-33-0969 *h**++++++ *.h':
65,196 SF • h « « « h « « « h «
463.50'
*h***h***h***h*
*, h *-f-*� * * * h * * * h «
S81'50'16"E 846.42'
FRANK TONNESON CONSERVATION AREA
PIN# 9840-33-2791ALL AREAS EAST OF LINE
DB.4956 P.598 (EXCLUDING LOT & R/W)
PB.113 P.68 26.96 ACRES
APPROXIMATE
LOCATION OF
SEPTIC FIELDS
RACHEL L. TONNESON
& DAVID L. BAILEY
PIN# 9840-33-0445
DB.5905 P.502
PB.113 P.68
MATTHEW CASE
& SUZANNE CASE
PIN# 9840-33-4145
DB.6085 PG.260
PB.94 PG.77
NOTE:
ADDITIONAL R/W MAY BE
REQUIRED TO ACCOMODATE
TAPERS, TURN LANES, AND
MEDIAN ISLANDS.
PAVED APRON
(SEE DETAIL BELOW)
R/W
70.0'
R/W VARIABLE VW
R20.0'
R20.0'- -
EDGE OF PAVEMENT
R20.0'
EDGE OF PAVEMENT
2•
R20.0'
EXISTING ROAD
SIGHT TRIANGLE
(10'X70' TYP.)
_ _ R/W
15" MIN. DRIVE PIPE
(OR AS DIRECTED BY ENGINEER)
EDGE OF PAVEMENT
EDGE OF PAVEMENT
NOTE: PERMANENT DRAINAGE EASEMENTS MAY BE REQUIRED
TO ACCOMODATE DRAINAGE BEYOND THE RIGHT-OF-WAY.
6'
SHLDR
8%
18' - 20'
6'
SHLDR
8%
2" SF 9.5A
1\_
8" COMPACTED
AGGREGATE BASE COURSE
5
DITCH
3:1
ORANGE COUNTY CLASS "A" PRIVATE ROAD CONNECTION
(MODIFIED) NTS
1/2"EIP
5/8"
REBAR
I.9
1/2"EIP
65' STREAM`
BUFFER
1/2"EIP
N 86'47'42"W
1292.15'
MAIL KIOSK
g0
EDGE OF
GRAVEL ROAD
MAIL KIOSK DETAIL
1" = 10'
WETLAND
AREA WA
(DELINEATED
) BY OTHERS)°
y� .✓ * * *
/6'9.
N82°39'59"W
/ 65' STREAM
BUFFER
EDGE OF
GRAVEL ROAD
ANGLE
IRON
35'
10'
SLOPE AS REQUIRED
SECTION AA
SYMMETRICAL CUL-DE-SAC
NO CURB & GUTTER
29't00 30'tD0
6'
3.
MCLEAN FAMILY LIMITED PARTNERSHIP
PIN#9840-44-3982
DB.2023 PG.96
PB.68 P.132
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44+444+4 4� h + «hhhhhh hY
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OPEN SPACE ��� ',***+*******+*******+*******•
/ .. : ****hhh*****hh▪ h*****r \ \
• /*+*+*+▪ *+*+*+*+*+*+*+*+**• per`/
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e� f 4 4 4+ 4 4 4+ 4 4
«- r{T 4 •h h h h h h h? • h h h h h h
, h T h h h h h h h h h h h ""1..
� « h h h h�
`**h*h*h*h*h*h*h*h*h*h*h*h* #• ▪ *h*h*h*Y*• �\ \
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5/8"
REBAR
w
rn
1/2"EIP
S00°08'26"E
TOTAL=163.47'
•
ANGLE IRON
N N:802887.75'
E:1944187.26'
U! NAD 83(2011)
POSA
MICHAEL M. HUGHES
PIN# 9840-51-3908
DB.2008 PG.28
PB.84 PG.133
6.0'
L8.0%
9.0' C/L
9.0'
6.0'
- 2.0%
2.0%-
8 0" ABC
8.0%--
PRIVATE ROAD CLASS "A"
5.0'
0 7,
3 °.1 C"
OLD
POND
LINE DATA
LINE
BEARING
DISTANCE
L 1
N07°02'22 "E
140.00'
L2
N37°02'22'E
75.00'
L3
N22 °02'22 "E
140.00'
L4
S89°57'38'E
310.00'
L5
N22°02'22'E
150.00'
L6
N69°02'22'E
55.00'
L7
N13°45'59'E
86.00'
L8
N09°17'33'E
62.73'
L9
N67°59'14"W
121.22'
L10
N84°00'40"W
279.44'
L 11
N86 °44'08"W
207.01'
L12
512°37'46"W
140.21'
L13
587°39'42"W
229.39'
L14
506 °24'05 "E
199.86'
L15
S06°24'05'E
69.86'
L16
506 °24'05 "E
130.00'
L17
S01 °53'51 "E
58.48'
L18
575 °49'25 "E
194.22'
L19
508 °09'44"W
100.00'
-ION-JURISDICTIONAL +
WETLAND AREA WB
(DELINEATED -
BY OTHERS)
+
+
POSA
I
h*
h««*h«**
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h««« *h«*«.' h««*h««
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• **hh**hh**hh**hh**
�ti*«**hh « *h«hhh*h*h«hhh*h*h*hh•
I
N89'42'53"W 1790.47'
APPROXIMATE
LOCATION OF
SEPTIC FIELDS
I
4.1. 171
7
.1
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COMMON OPEN SPACE (7.12.4) NOTES:
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65' STREAM
BUFFER
/
BEAVER
POND
\DAM
\\:
-� •- _ •/y *
REQUIRED OPEN SPACE FOR MINOR SUBDIVISION, FLEXIBLE DEVELOPMENT
33% OF TOTAL LAND AREA FOR MIN. LOT SIZE OF 43,560 SF
33% OF 55.59 ACRES = 18.34 ACRES
PROVIDED OPEN SPACE
31.15 ACRES PROVIDED THAT MAINTAINS THE WILDLIFE CORRIDORS AND
HABITATS, PRESERVES THE RURAL CHARACTER OF THE LAND AND
CREATES PROTECTION OF SPACE FOR OUTDOOR RECREATION.
ADDITIONALLY 27.09 ACRES OF THIS OPEN SPACE, INCLUDING ALL
PRIMARY AREAS, ARE BEING DEDICATED AS CONSERVATION AREA FURTHER
PROTECTING THE NATURAL RESOURCES.
11.51 ACRES OF THIS OPEN SPACE IS PRIMARY OPEN SPACE CONTAINING
WETLANDS, STREAMS AND STREAM BUFFERS.
HISTORIC AND ARCHAEOLOGICAL SITES
PER MEMO FROM THE ORANGE COUNTY DEPARTMENT OF ENVIRONMENT ,
AGRICULTURE, PARKS & RECREATION DATED NOVEMBER 6, 2020 THERE
ARE NO PREVIOUSLY IDENTIFIED HISTORIC PROPERTIES OR RESOURCES
LOCATED ON THE SUBJECT PARCEL.
VJ
MEADOWCREST DR _
BERRY
ANDREWS
RD
US HWy 54
FLORAL
DRIVE
COLLINS
CREEK
DRIVE
VICINITY MAP
1"=3000'
0
CV
0
ZONE: R1 (FLEXIBLE)
FRONT SETBACK: 30'*
SIDE SETBACK: 15'
REAR SETBACK: 15'
*LOTS 7 & 8 HAVE AN INCREASED VARIABLE
FRONT SETBACK IN ORDER TO HELP PRESERVE
EXISTING AN EXISTING WETLANDS FEATURE.
MIN LOT SIZE: 15,000 SF
(BASED ON 50-59% OPEN SPACE)
MIN LOT WIDTH: 100'
MAX. HEIGHT: 25'
REQUIRED RECREATION SPACE RATIO: 0.028
APPROXIMATE
LOCATION OF STREAM
& WETLANDS WC
(NOT SURVEYED)
1"FLATB AR
IN ROCK PILE
FROM
1/2"EIP
N51 °36'00"W 0.64'
ANOTHER 1/2"EIP
\,6
•. CREEK
WETLAND AREA WD
(DELINEATED
BY OTHERS)
WILLIAM L. TROLLINGER
& SUSAN TROLLINGER
PIN# 9840-73-9585
DB.281 PG.7
LEONARD B. SHAFFER TRUSTEE
& TANGA W RADFORD TRUSTEE
PIN# 9840-82-3717
DB.1431 PG.540
WETLAND AREA WD
(DELINEATED
BY OTHERS)
i
1 THOMAS LEE
DODSON
PIN#9840-74-9412
WB.00-E-540
PB.26 PG.40
•
•/
CALL BEFORE YOU DIG... IT'S THE LAW.
CALL N.C. ONE-CALL(1-800-632-4949)
FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
2 WORKING DAYS PRIOR TO BEGINNING GRADING OR TRENCHING.
NORTH CAROLINA GENERAL STATUTE 87-102
GRAPHIC SCALE
120 0 60 120
240
480
( IN FEET )
1 inch = 120 ft.
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LL
2 04/12/2021
DATE:
HORIZONTAL SCALE:
VERTICAL SCALE:
PROJECT MANAGER:
DRAWN BY:
PROJECT NO:
DRAWING NAME:
DECEMBER 10, 2020
1" = 120'
N/A
CPK
CPK
19-018
19-018 WORKING
THIS DRAWING AND THE DESIGN HEREON ARE
THE PROPERTY OF EarthCentric Engineering, Inc.
THE INFORMATION ON THIS DRAWING IS NOT FOR
USE ON ANY OTHER SITE OR PROJECT. THE
REPRODUCTION OR OTHER USE OF THIS
DRAWING IN WHOLE OR IN PART, WITHOUT
WRITTEN CONSENT OF EarthCentric Engineering, Inc.,
IS PROHIBITED.
COPYRIGHT 2021 EarthCentric Engineering, Inc.
SHEET NO.
P:\19-018\19-018 Drawings\ Working\19-018 Working.dwg, C3.0 - Site Plan, 4/14/2021 10:18:19 AM
PRELIMINARY

PIN# 9840-33-9815 & 9840-43-9598
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5/8"
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EQUITY TRUST COMPANY CUSTODIAN
PIN# 9840-24-9249
DB.6647 PG.1122
BEGIN
TAPER
192.01'
188.08'
TAPER
R—s°c
60.0
CALL BEFORE YOU DIG... IT'S THE LAW.
CALL N.C. ONE—CALL(1-800-632-4949)
FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
2 WORKING DAYS PRIOR TO BEGINNING GRADING OR TRENCHING.
NORTH CAROLINA GENERAL STATUTE 87-102
CONCRETE PAD
FOR MAIL KIOSK,
4 PARKING
SPACES & AISLE
297.42'
5/8"
REBAR
L11
COMMUNITY
GARDEN
109.34'
9840-33-0969 +
463.50,
60
30
APPROXIMATE
LOCATION OF
SEPTIC FIELDS
FRANK TONNESON
PIN# 9840-33-2791
DB.4956 P.598
PB.113 P.68
RACHEL L. TONNESON
& DAVID L. BAILEY
PIN# 9840-33-0445
DB.5905 P.502
PB.113 P.68
GRAPHIC SCALE
60
120
240
1 inch = 60 ft.
ALISON B. ARTER
PIN# 9840-34-2487
DB.4408 PG.377
PB.87 PG.93
5/8"
REBAR
63.28'
63.28'
POND
(NON JURISDICTIONAL
OPEN WATER)
CONSERVATION AREA
ALL AREAS EAST OF LINE
(EXCLUDING LOT & R/W)
26.96 ACRES
MATTHEW CASE
& SUZANNE CASE
PIN# 9840-33-4145
DB.6085 PG.260
PB.94 PG.77
1/2"EIP
clp5/8"
REBAR
49
Vco
1/2"EIP
1/2"EIP
1/2"EIP
-947
AREA WA
,BY OTHERS)
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RD
US Hwy 54
FLORAL
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CREEK
DRIVE
VICINITY MAP
•
OPEN SPACE
1,351,599 SF
31.03 AC
•
•
•
•
/
39
•
75.60'
58,010 SF
1.33 AC
ARRAY DRIVE
CLASS "A"
PRIVATE ROAD
(50' R/W)
65,261 SF
1.50 AC
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DESCRIPTION
cc
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2 04/12/2021
DATE:
HORIZONTAL SCALE:
VERTICAL SCALE:
PROJECT MANAGER:
DRAWN BY:
PROJECT NO:
DRAWING NAME:
DECEMBER 10, 2020
1" = 60'
N/A
CPK
CPK
19-018
19-018 WORKING
THIS DRAWING AND THE DESIGN HEREON ARE
THE PROPERTY OF EarthCentric Engineering, Inc.
THE INFORMATION ON THIS DRAWING IS NOT FOR
USE ON ANY OTHER SITE OR PROJECT. THE
REPRODUCTION OR OTHER USE OF THIS
DRAWING IN WHOLE OR IN PART, WITHOUT
WRITTEN CONSENT OF EarthCentric Engineering, Inc.,
IS PROHIBITED.
COPYRIGHT 2021 EarthCentric Engineering, Inc.
SHEET NO.
PRELIMINARY

PIN# 9840-33-9815 & 9840-43-9598
WETLAND
AREA WA
*(DELINEATED
*BY OTHERS) w
NC
\
OPEN SPACE
1,351,599 SF
31.03 AC
/ •'+
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39
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MCLEAN FAMILY LIMITED PARTNERSHIP
PIN#9840-44-3982
DB.2023 PG.96
PB.68 P.132
+ +
(OLD
POND
+
+ + +
N89-42'53"W 1790.47'
I
238.21'
29-k00
3000
31 00
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ARRAY DRIVE
CLASS "A"
PRIVATE ROAD
(50' R/W)
75.60'
162.61'
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REBAR
S00'08'26"E
TOTAL=163.47'
1 /2"EI P
0
rill"- ANGLE IRON
N: 802887.75'
E: 1944187.26'
NAD 83(2011)
CALL BEFORE YOU DIG... IT'S THE LAW.
CALL N.C. ONE-CALL(1-800-632-4949)
FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
2 WORKING DAYS PRIOR TO BEGINNING GRADING OR TRENCHING.
NORTH CAROLINA GENERAL STATUTE 87-102
60
•
0
30
G
72,900 SF
1.67 AC
GRAPHIC SCALE
60
120
65,261 SF
1.50 AC
�82
58,010 SF
1.33 AC
3
S/OF/
SFTBq .
s7�
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62,329 SF
1.43 AC
240
( IN FEET )
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112.2'
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73. S70
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1.49 AC
s
A51.85'
POSA
rx
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0
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1.82 AC
+
82.7
4)
MICHAEL M. HUGHES
PIN# 9840-51-3908
DB.2008 PG.28
PB.84 PG.133
•
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+
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+ + +
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+ + + + + WETLAND AREA WB
(DELINEATED
+ H- BY OTHERS)
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+ + + + + + + +
+
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/
+
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-+
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0
+
+
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+ SEPTIC FIELDS
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123.8'
78
S7,
6'
r•7
72,655 SF
1.67 AC
+ + +
0
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1.86 AC
662.38'
558.94'
o
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LL
2 04/12/2021
DATE:
HORIZONTAL SCALE:
VERTICAL SCALE:
PROJECT MANAGER:
DRAWN BY:
PROJECT NO:
DRAWING NAME:
DECEMBER 10, 2020
1"=60'
N/A
CPK
CPK
19-018
19-018 WORKING
THIS DRAWING AND THE DESIGN HEREON ARE
THE PROPERTY OF EarthCentric Engineering, Inc.
THE INFORMATION ON THIS DRAWING IS NOT FOR
USE ON ANY OTHER SITE OR PROJECT. THE
REPRODUCTION OR OTHER USE OF THIS
DRAWING IN WHOLE OR IN PART, WITHOUT
WRITTEN CONSENT OF EarthCentric Engineering, Inc.,
IS PROHIBITED.
COPYRIGHT 2021 EarthCentric Engineering, Inc.
SHEET NO.
P:\19-018\19-018 Drawings\_Working\19-018 Working.dwg, C3.2 - Site East (3), 4/14/2021 10:18:22 AM
PRELIMINARY

C4.0
PIN# 9840-33-9815 & 9840-43-9598
\
/
v,
CONSTRUCTION
ENT RANCE
I
EROSION CONTROL LEGEND
CLEARING LIMIT/TREE LINE
LIMITS OF DISTURBANCE
DITCH OR SWALE FLOWLINE
TREE PROTECTION FENCE (TPF)
SILT FENCE (SF)
RIP RAP APRON
CHECK DAM
SEDIMENT FENCE OUTLET
INLET PROTECTION
CONSTRUCTION ENTRANCE
a
SF
0
SF
ORO
0
SF
7
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—
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1 1 PROTECTION
1
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EQUITY TRUST COMPANY CUSTODIAN
FBO ANDRE GERARD RISTAINO IRA
PIN# 9840-24-9249
DB.6647 PG.1122
ROCK PIPE INLET
CLASS A EC STONE
4.5'Lx4.5'W
12"THICK
LINER:
_JUTE NET__
CLASS A EC STONE
6'Lx7.5'W
12"THICK
COIR
WATTLE
CALL BEFORE YOU DIG... IT'S THE LAW.
CALL N.C. ONE—CALL(1-800-632-4949)
FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
2 WORKING DAYS PRIOR TO BEGINNING GRADING OR TRENCHING.
NORTH CAROLINA GENERAL STATUTE 87-102
1
2-2
/
50
/00
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25 50 100\
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3.75'Lx3.75'W
12"THICK
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SEPTIC FIELDS '— _
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TYPE 1 FLOATING
TURBIDITY CURTAIN
FRANK TONNESON
PIN# 9840-33-2791
DB.4956 P.598
PB.113 P.68
PROJECT DATA
SITE INFORMATION:
OWNER PARCEL:
DEED REFERENCE
PLAT REFERENCE
PIN NUMBER PARCEL 1:
ACREAGE PARCEL 1:
PIN NUMBER PARCEL 2:
ACREAGE PARCEL 2:
SITE TOTAL:
ZONING:
TOWNSHIP:
SCHOOL SYSTEM:
FIRE DISTRICT:
RIVER BASIN:
WATERSHED:
FEMA:
SOILS:
STEPHEN M. BURT
9840-33-0969
1.50 ACRES BY SURVEY
9840-43-5353
54.09 ACRES BY SURVEY
55.59 ACRES (2,421,585)
R1 - RURAL RESIDENTIAL
BINGHAM (6)
ORANGE COUNTY SCHOOLS
ORANGE GROVE
CAPE FEAR
HAW RIVER UNPROTECTED
MAP 3710984000J, EFFECTIVE 02/02/2007
Lg, LIGNUM SILT LOAM, 0-3%, GROUP D
\IIMITS OFS\UR\VEY\E\D -\ \ N6"90 \ \ \ \ \ \ \ \
\\ \ \ \ \ N2' '—\ \
/
I —2 N TOPOGRAPHY
.,3../N.A\ ./N.\ ./..r: \\.(--. \
LINER:
STRAW
-warim
/
LINER:
STRAW
W/NET
POND
(NON JURISDICTIONAL
OPEN WATER)
rz
/
TEMPORARY CREEK
PUMP —AROUND --) --) [Li :_,....DRAINAGE AREA: 0.50
DIM AT WEIR CREST:
'WEIR LENGTH: 4'
\ SEDIMENT TRAP ST2
DRAINAGE AREA: 0.90
3 BAFFLES REQUIRED
LIMITS OF
DISTURBANCE:
229,953 SF
/
00,
.\ 20' WIDE STONE FILTER OUTLET W/1800 CrVTORAGE
..\DRAINAGE AREA: 0.48 AC
TOP OF BERM" 547.00
BOT OF STORAGE: 544.00
SILT FENCE \
SANDBAGS FOR TEMP. \
CREEK PUMP —AROUND •
SYSTEM. SEE DETAIL
BUFFER IMPACTS:
2,174 SF IN ZONE 1
BUFFER IMPACTS:.
1,124 SF IN ZONE 2
/
WIDTH AT CREST AND STABILIZE \ \
/ TREES AND WOODY VEGETATION / z/
WITHIN 10' OF TOE OF SLOPE /
CLASS B EC STONE
STREAM/VVETLANDS IMPACTS:,
N 1,918 SF OF PERMANENT FILL
AND PIPE FOR CONSTRUCTION
OF ENTRANCE ROADWAY
\ (INCLUDES BOTH SIDES OF
STREAM)
\07,,
•
•
MEADOWCREST DR
BERRY
ANDREWS
RD
US HWy 54
FLORAL
DRIVE
COLLINS
CREEK
DRIVE
VICINITY MAP
=3000'
uLAS 1 RIP RAP
AFIT TO MATCH BANKS
:AND CHANNEL BOTTOM
*
•
7 7
USE PUMFAROUND STEM TO
DE —WATER WORK AREA DURING
CULVERT PIPE INSTALLATION
IRREGULAR SHAPE • •
LENGTH: 10' MIN
WIDTH: FIT TO STREAM BANKS
AND CHANNEL BOTTOM
cu
License # C-2638
0
cD
CD CV Lil
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aic/D
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124
DESCRIPTION
Lu
Lu
cc
cc
0
2 04/12/2021
DATE:
HORIZONTAL SCALE:
VERTICAL SCALE:
PROJECT MANAGER:
DRAWN BY:
PROJECT NO:
DRAWING NAME:
DECEMBER 10, 2020
1" = 50'
N/A
CPK
CPK
19-018
19-018 WORKING
THIS DRAWING AND THE DESIGN HEREON ARE
THE PROPERTY OF EarthCentric Engineering, Inc.
THE INFORMATION ON THIS DRAWING IS NOT FOR
USE ON ANY OTHER SITE OR PROJECT. THE
REPRODUCTION OR OTHER USE OF THIS
DRAWING IN WHOLE OR IN PART, WITHOUT
WRITTEN CONSENT OF EarthCentric Engineering, Inc.,
IS PROHIBITED.
COPYRIGHT 2021 EarthCentric Engineering, Inc.
SHEET NO.
C4.1
PRELIMINARY

C4.2
C5.0
C5.1
C5.2
C6.0