NCC221123_Site Plan or Location Map_20220323

DEVELOPMENT DATA
Per Town of 055ipee:
front Setback - 25'
51de Setback - 15'
Rear Setback - 30'
Zoning: R-2 - Low Density Re5ldential (Town of 0551pee)
PARCEL DATA
Alamance County
Tax Information (Per Alamance County G15)
Parcels Included in
this Project: 2
Parcel 1:
Parcel Address:
Shepherd Rd, Elon, NC 27244
Township:
Morton Township
GPIN# (state ID):
5545G 1 4GI51
Parcel ID:
173596
Parcel Area:
7.OG Acres ±
Deed Reference:
Book 4 155, Page 464
Owner:
Harper Blake holdings, LLC
Parcel 2:
Parcel A6dre55:
2625 Ricolden Trail, Elon, NC 27244
Township:
Morton Township
GPIN# (State ID):
8846G 17494
Parcel ID:
I I C701
Parcel Area:
9.77 Acres ±
Deed Reference:
Book 4 166, Page 487 and Book 424G, Page 3G7
Owner:
Harper Blake Holdings, LLC
Note: Project proposes recombination of the above parcels
DIVERSION DIKE I 4' MIN I ISLAND OVER INLET
1.5' MIN
HOLD-DOWN STAKES
INLET) I -_
10' SPACING
Additional Borrow / Waste Note:
If the same person conducts the land -disturbing activity and any related borrow or waste
activity, the related borrow or waste activity shall constitute part of the land -disturbing
activity unless the borrow or waste activity 15 regulated by the Division of 50116 Waste
Management. If the land-dlsturbing activity and any related borrow or waste activity are
not conducted by the same person, they shall be considered separate land disturbing
activities and and must be permitted either through the Sedimentation and Pollution
Control Act as a one -use -borrow site or through the Mining Act.
Site 50115 Classification:
Unclassified. Classification of near surface soils shall
be made per owner's geotechnical engineering
recommendations based the evaluation of exposed
subgrade 50115.
PLASTIC I '
CORRUGATED
PIPE I
(See Erosion Control Plan for Pipe Size) I
-I I TOP OF
HAND -COMPACTED
r ` FILL (ISLAND)
STABILIZE J 1 1
e I I_ I TOP OF 4' min �0.5' min
OUTLET
DIVERSION
NATURAL GROUND 1' MI 1.5' MIN 3:1
�
-
4' MIN I DIVERSION CHANNEL
' LEVEL SECTION I
DATE REVISED SCALE DETAIL
NOT TO SCALE
(F) CROSS SECTION OF TEMPORARY SLOPE DRAIN
CONTRACTORS NOTES:
I . The contractor shall verify the location of all exlsting utilities prior to beginning
construction. Locations of exlsting utilities shown on the plan are based on the
best available Information, but can only be considered approximate.
2. Town of Ossipee shall review and approve plan drawings prior to construction. Any
conflicts should be reported to the project engineer Immediately for review prior
to beginning construction. It shall be the owner's responsibility to obtain all
required approvals, permits, and certifications from agencies governing this work
prior to any construction.
3. It shall be the responsibility of the owner to obtain all applicable rights -of -way,
encroachments, agreements, and easements prior to permitting. Permitting shall
be the responsibility of the owner. The owner shall be responsible for the
completion of testing and inspections, and shall obtain proper certification that the
proposed construction was Installed in accordance with the approved plans, within
the acquired easements. and according to the Town of 0551FOC standard details
and specifications.
4. All underground utilltie5 are to be installed and tested prior to the placement of
any base course stone, concrete, or pavement.
5. Any fill material imported into or exported from the site shall originate from or be
disposed of at a properly permitted location. All structural fill material and bearing
soils shall be tested and certified by the project geotechnical engineer.
General Notes:
I . All construction methods and materials shall conform to the NCDOT, NCDENR Erosion
Control, Town of Ossipee, and Alamance County Standard Specifications t Details. It
shall be the owner's responsibility to obtain the necessary permits and approvals
prior to construction.
2. Boundary, existing features, and topographic information obtained from a survey
prepared by Goforth Land Surveying, FLLC, Burlington, North Carolina.
3. Existing conditions are shown based on Alamance County G15 information, field
surveys and best available record. Any discrepancies shall be reported to the
engineer immediately.
4. Water service 15 proposed for all lots as shown on plan. New water main proposed to
tie to existing G" main at Shepherd Road.
5. All proposed lots to have individual septic systems. Alamance County Health
Department approvals are required and shall be the responsiblllty of the owner to
obtain prior to construction.
G. Exact size and location of all applicable utilities and easements to be field verified
prior to construction.
7. Projects with a disturbed area greater than I acre will require an Erosion Control
Permit. This project proposes to disturb greater than I acre.
8. Contact the project engineer immediately with any conflicts regarding the design or
construction of the project. All field 3dJU5tri shall be verified by the project
engineer prior to construction.
9. Construction and location of sidewalk, slopes, landings, approaches, ramps, and
accessible routes shall be in accordance with the ANSI 2009 Handicap Code or
latest Accessibility Code revision.
10. Contractor shall contact project engineer to observe formwork for site curb,
concrete sidewalks, and other items as well as string lines or other controls prior to
the placement of concrete, setting base course stone, or the placement of asphalt.
I I . Compaction of fill materials, approval of residual subgrade, soil proof rolls, stone
placement, andlor other materials testing functions shall be in accordance with the
project geotechrical engineer's guidance, specifications, recommendations. and
testing standards.
Flan Prepared for:
Harper Blake HOIdings, LLC
2GO I Northstream Court
Haw River, INC 27258
ELEV O
2.5" FAIRCI OTI1
SKIMMER TO FI FXIBI F
DENTS M.SMITH��
CONNECTION TO 32 1 F
8
(06-V�� P.79-8L�
4" SCH. 40 PVC M DAP)
0P91 8848723138
PIPE, GRADE PIPE TO
�f
DRAT PJ
ITD-3
TBM-TOP OF ER
ELEVATION-677.49 CULVERT 3
Stone and Embankment
Materials per Slope Drain
Detail, Typ.
20' WIDF FINAL PLAT
SPILLWAY OF THE PROPERTY OF
- JAMES JR•
CULVERT 4 40 It., 15,FVCP, �.
3/4•EIP, 1/� " � i � •-/� � If I8"\p�CP, `\ �` �` �` �� � �•�:�:�: � ``� TOTIIL�3E8�38' NELdi �& OAIaEY
/ 4• `\11/4'EIR ``` _� . i11 I II)r1rII
3.0" FAIP.CI-OTH �I i , i --30x83' - ee F=-`" \ - , I I i11 P&40 P31
198 50 1/4-OP
SKIMMFRTO FFABLF I I i r / � / r / \ \ �`4, `� ` ` \ 3�I \4 (III I I RROP-1
COC1fdECTlOfd TO 44 LF ` 1 I I r / / l / / \ ` I \ �1 �A`\ }`' ` \ \ \ `\\ `� \, I , D50 x 6'L x 9" Th
4" SCn. 40 PvC DR41PJ 1 I I I i" r i1gp1 / ''"` TDfj �N _� , I`,Eaoly; `� D50=3"
PIPE, GRADE PIPE TO 1 8`f:V �' �.�axi 5ld ,. i Al i / TD- Imo` c' `� CLASS W RIP -RAP
1 ,I I rc V A A , Q O. Q' \ 1 A1O w/ 6 oz. GEOTEXTILE
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Lip I 1 \ O I 0. ` \/.'�I 1 1 1 1 1 \ 1\ \ l�r II I I
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35' WIDE N vv v 1 v 1 -vI 50�00 z12RO�- PI i v 1 I I. �c� _ 08.38 P.79-82
SPILLWAY v e >p wA�ER\SURFACE i v eobty 1 v i,, �`�� I °� (NOW
OR v 0 0 s 9.0 ` t 3' 12 "vTh _ I b I OPIN 8848723138
N
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F 1 362.44' , z' _ Q+g=FFW� 1 I R I I I n v` I I R ACE
`�tEx IL"' I i i �\`\\`\\,\ ELEV. 542.0
In `I\
\`�
RROP-1
3' W x 6'L x 9" Th
D50=3"
y�0,d991SF +� i f O1k (TYp. of 3 CLA55'A' RIP -RAP � )
w/ 6 oz. GEOTEXTILE O \ \ I. -ii !- - _;T�c`
I I I I I I $ / , , ,< II I'v��o 1
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3'W x 121 x 22" Th
HiAl ` i i `\ `\ ` ` `- i i i I\ \DpP I D50=6'B'RIP-
REEDY FORK LLC I I I \ + o \ c( I \ i I \'v5q Sir F RAP
GB.1480 P.715 / Cj I I , 1 \ \ p '` .. . \ \ W/ 6 oz. AMY OAKLEY ROOM
(NOW OR FORMEI I� / / F) f I I i I \ �` ` `AOCKPIo r l i i=$ `\ ` ` \ \` ` `.` \ \ /,� 1'EIP(B) GEOTEXTILE AND HUSBAND
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5' WIDE , r I I \ \ ny �.; \ `
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1 TOP OF DAM z i I I 30,215816E ` \ \ U v i \ \ a` `` _ \ `. \\ ,(NOW OR
4 x i I 1 % % O ' \ ` �� \ ri1\ /\ `\'\ I 1 iG1 Oft SOW15773�
ELEV, C-72.0 FINAL PLAT , I 1 \ \\`\ `\ `\ \ �. \` \\ \ \ \ � � � I I � I L ♦ \```
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JOHN KERNOOLE ESTATE , r I I i 1 CV�IrJ I ; \ .� \\ _
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RROP-2 - I I I 1 \ ---
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TW x 12'L x 22" Th �- I, \ \ I 1 i� I \ `` `�, \\\� _ -- _
U 1 I I \ \ I i ' PROPERTY OF
D5D=6"REOMSION OF LOT NO. ONE OF THE
CLASS'B' RIP -RAP 1 O \� \� 1\, i i I I l' �l \\\ \\\\ \\ \ `\\ n. v•\`\ `\ \\ `` .\ ` `\ \\\;��` :�`�;. SILT JNES GAIM, JR.
NJ `` `` FENCE,
AND
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k EL/P.64
FABRIC UNDER i Tq-21 1 i i i I i / 1 -: I ` .`� PB(PB.40 P.
+I_vA`� : SS 84
07
' i 1 ? I 20,0� ��`
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FENCE, '. I 37b.k--�_num_I°ao 11Ec��
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(NOW OR FORMERLY)
' ' OPIN SUW12444
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Io
�� // � � 14 /iit �/ I � li I"1 � PEp / i/ /" • � \` . I� RECOMBINATIONOF THE PROPERR'IY OF
11
REBECCA A. SUTTON
J/ \?rl Ob'
\ / I \ / BMW ELIGENE SUTTON
z , ! I \ \ 00. ```I
REEDY F01111 D I ' ' ! i r PB.72 P.165
(NOW OR 0 P.715 LY) 299.9 i, ' ' \
OPIN 8848611805 I\ \ l� I•i O / , / �� �� \
, 1�r z' L'1 N \ 1•EIp(J)
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FINAL PLAT N I i 103 /x I i I f 20,00E
HOMEPLACE OF THE 0. J� 30,05 IJOHN SF /' F./� i ��
J b. / K IL2 P.E ESTATE �j j / CULV/jRT I `
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v A i , W 3 1 ,^ I 1 i v- MID SPOUSE
1'EIP 54,2 SF x'I x 22'I Th. I N I i 1 1200 .oCi' I RROP-2 `\ i / RYLO W. FOSTER
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OB 3809 PA78-M j ITD-2`v v vv �r TD� _ PIPE. GRADE PPE TO
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` 5' WIaE Gas-o ; SILT DB.1O8 P.494
L i I \ T``\ , FENCE, (NOW OR FORMERLY)
I 3/41EIP OP OF DAM
I L =00.0 I _ ELEV. '
FINAL PLAT 9 1 .O TYP. OPIN 880706M
--, Cq I PROPERTY OF I /8 157.25 18.37' SILT FENCE OUTLET
I RALPH E.
IN W'3
& WEPasK COOWN Z48• W 4 8534 3' (SRO), TYP.
GRANVILLE DEHARr 22• W 1
In _ \ I RROP-1
I I AND WIFE, E1CS> OHMIILN�( FENCE I 3'W x 61 x 9" Th
I T
082341 P�3 D-2 D50=3"
CLASS W RIP -RAP
(NOW(*inI ANGELA J. SHOCKLEY w/ 6 oz. GEOTEXTILE
la I q1 GPN 48Q08885 W2756 P.167 FABRIC UNDER
REEI / # f I 1 I OR FORIAERLYIi
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IEAH 0. HAMLETT , GLEN
l4) DOM73 P.917-919I Far / I i I PHASE TWO Pam P 235 +� 1�I FINIAL PLAT
(NOW OR FORMERLY) WEST GLEN SUBDIVISION
FINAL PLAT OPIN 8848614458 I I I PUSS P.481
yI
HOMEPLACE OF THE �
JOHN KERNODLE ESTATE I'I^\ ` I
PS.2 P.91 �.I ` FINAL PLAT TEMP. IRu0
\ PROPERTY OF I CONST. i Ir,
`. DIA NNE K 000111IN ENTRANCE ;
\ I I PL77 P.179 I (5EE DETAIL) I EXST. WELL
OHMTIC '�i" 1. I 1 0 ElE1d1TiKM1-8�83M I NO N-M TES
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PVC water mam I 3/4lf-------
ZZ
SURVEYOR'S LEGEND
• EIR EXISTING IRON ROD
O EIP EXISTING IRON PIPE
e CP COMPUTED POINT
---- R/W RIGHT OF WAY
- - UE UNDERGROUND ELECTRIC
- - UTC UNDERGROUND TELECOMMUNICATIONS
CD FGT PROPANE GAS TANK
PP POWER POLE
- - - OHE$TC OVERHEAD ELECTRIC AND TELECOMMUNICATIONS
ROCK ROCK OUTCROPPING
--- CL CENTERLINE
- - EF EDGE OF PAVEMENT
-- - WD WOODSLINE
0 UTC PED UNDERGROUND TELECOMMUNICATIONS PEDESTAL
p PT POWER TRANSFORMER
�\z WRF WOOD RAIL FENCE
MB MAILBOX
1XI WS WATER SPIGOT
DIVERSION DITCH SCHEDULE
14
PLA
HOMEP�LM'E OF THE
JOHN KERNOOLE ESTATE
PB.2 P.91
44
DITCH
WIDTH (ft)
DEPTH (ft)
Q25 (CfS)
SLOPE (%)
VELOCITY (fps)
DEPTH
FLOW (fD
SHEAR STRESS
(psf)
LINER
PERMISSABLE
SHEAR STRESS
(psf)
SAFETY
FACTOR
TD-1
2.00
1.00
4.6
3.7%
4.05
0.40
0.93
NAG - S75 (or equivalent)
1.6
1.72
TD-2
2.00
1.50
23.2
3.5%
6.31
0.94
2.06
NAG - C125 (or equivalent)
2.3
1.11
TD-3
2.00
1.00
1.7
15.0%
4.99
0.15
1.39
NAG - S75 (or equivalent)
1.6
1.15
TD-3A
2.00
1.00
2.8
2.0%
2.65
0.38
0.48
NAG - S75 (or equivalent)
1.6
3.35
TD-4
2.00
1.00
8.8
12.0%
8.97
0.36
2.70
NAG - C125BN (or equivalent)
2.8
1.04
TD-5
1 2.00
1 1.00
1 1.7
1 1.0%
1 1.67
1 0.37
1 0.23
1 NAG - S75 (or equivalent)
1.6
6.92
TD-6
1 2.00
1 1.00
1 0.16
1 2.5%
1 0.98
1 0.07
1 0.12
1 NAG - S75 (or equivalent)
1.6
13.7
PRELI M I NARY PURPOSES ONLY, NOT APPROVED FOR CONSTRUCTION
EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
_0 ------ 0__
SILT FENCE
CONSTRUCTION ENTRANCE
<
DIVERSION DITCH
BAFFLES
SILT FENCE OUTLET (SFO)
- TF
TREE FENCE
LINE
BEARING
DISTANCE
L1
N 0T5_6 49 E
18.96
L2
N 04'35'59" E
152.78'
L3
N O V34' 1 1" E
103.06'
L4
N 04'41 01 E
50.11
L5
N 04'40'07" E
407.06'
L6
IN 04'34' 13" E
242.86'
L7
N 8437'01 " W
50.00'
L8
N 04*37' 16" E
2.39'
L9
N 04'37 16 E
7.51
L10
N 02'24 13 W
60.96
L11
N 85'46'50" W
50.63'
L12
S 04*23'12" W
14.82'
L13
I N 89'26'37" W
45.07'
L14
I N 04'23 14 E
19.01
LOCATION OF PROPERTY IRONS
ALONG THE EAST PROPERTY LINE
(ALL IRONS ARE S 85'31'46" E
OF THE PROPERTY LINE AT THE
STATION AND DISTANCE SHOWN FROM
NORTH EAST PROPERTY CORNER)
ID
STATION
DISTANCE
A
1 +73.46'
0.45'
B
2+72.27'
0.16'
C
3+97.10'
1.00'
D
4+95.94'
0.84'
E
4+96.10
0.05
F
5+23.44'
0.14'
G
5+96.25'
0.66'
H
6+76.67'
0.14'
J
7+54.14'
0.12'
K
7+96.00
0.38
L
8+29.71 '
0.16'
M
9+82.59
0.15
N
19+96.19
0.47
EROSION CONTROL NOTES:
Proposed Disturbed Area = I G.33 Acres ± (71 1,355 sf)
I . Limits of Disturbance shall be property lines, silt fencing, temporary diversion
ditches or as shown on plan.
2. In areas where the property boundary, disturbance limits, and/or slit fencing are
parallel and Overlap, lines are offset to provide clarity.
3. This site proposes to disturb greater than one acre. An erosion and sedimentation
control permit is required for disturbed areas of one acre or more. Any material
Imported to the site or exported from the Site Shall originate or be disposed of at
a properly permitted site.
4. Additional erosion control measures will be Installed during construction in order to
control erosion If deemed necessary by on -site Inspection.
5. All erosion control measures shall be Inspected once every 7 calendar days or after
a rainfall event having precipitation grater than 1 /2 inch in any 24 hour period. The
Inspection shall be documented in writing, and damaged or ineffective measures be
repaired or replaced as needed.
G. A 5elf-in5pectlon must be made of the project after each phase and documented in
writing. This self inspection will be performed in addition to the NPDES self
monitoring report required by the General Permit as described above.
7. All erosion and sediment control devices shall be properly maintained during all
phases of construction until the completion of all construction activities and / or
contributing areas have been stabllzed. Existing measures may require adjustment
or modification and additional control measures may be required in order to control
erosion and/or off -site sedimentation if determined necessary by on site inspection.
READ THE PERMIT - READ THE PLANS
!I! READ THE PLAN !!!
IT IS THE RESPONSIBILITY OF THE
FINANCIALLY RESPONSIBLE PARTY TO COMPLY WITH ALL TERMS Of THE
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN AND PERMIT
III READ THE PERMIT!!!
CALL BEFORE YOU DIG! ITS THE LAW
ULOCO North Carolina One Call Center
1-800-632-4949
0' 200' 400'
Graphic Scale
Scale: I " = 1 00'
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