SW4210801_Plansheet - Existing Conditions/Survey_20210811

DEMOLITION NOTES:
1. ALL DEMOLITION, TRANSPORT, AND DISPOSAL OF
WASTE MATERIALS SHALL BE IN ACCORDANCE WITH
ALL APPLICABLE TOWN, COUNTY, STATE, AND FEDERAL
REGULATIONS.
2. REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC.
MAY EXIST ON SITE AND SHALL BE IDENTIFIED AND A
PLAN FOR DEMOLITION AND DISPOSAL PRESENTED TO
AND APPROVED BY THE TOWN AND OWNERS PRIOR
TO COMMENCING DEMOLITION ON CORRESPONDING
STRUCTURES.
3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN
ON THIS SHEET WERE PROVIDED AS PART OF THE
SURVEYS BY TRIANGLE SURVEYORS DATED MARCH 31,
2021. OTHER UNIDENTIFIED UTILITIES OR SITE STEVE M & PAULETTE MCPHERSON
FEATURES, ESPECIALLY RELATED TO EXISTING 129604
STRUCTURES, MAY EXIST AND SPECIAL CARE SHALL BE ALAMANCE COUNTY
EXERCISED DURING ANY SUBGRADE WORK OR 27771203
DEMOLITION. SIZE. 9.21 AC
USE. VACANT
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY
PERMITS FOR WORK IN THE NCDOT AND/OR LOCAL
RIGHTS -OF -WAY. ANY DAMAGED INFRASTRUCTURE IN
THE RIGHTS -OF -WAY CAUSED BY CONSTRUCTION
\
ACTIVITIES MUST BE REPAIRED TO NCDOT AND/OR
LOCAL STANDARDS. THIS INCLUDES, BUT IS NOT
LIMITED TO UTILITIES, SIDEWALKS, CURB & GUTTER,
AND PAVEMENT.
\
S. CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL
PLAN PRIOR TO ANY WORK WITHIN THE NCDOT
RIGHT-OF-WAY.
\
6. ALL UTILITIES TO BE REMOVED, DISPOSED OF, AND/OR
ABANDONED PER THE CORRESPONDING SERVICE
PROVIDERS GUIDELINES.
32.93 -
7. CONSTRUCTION WASTE SHALL NOT BE BURIED ON
SITE.
STEVE M & PAULETTE MCPHERSON
129599
ALAMANCE COUNTY
3291369
SIZE. 31.15 AC
USE. GENERAL FARM
ON -SITE DISTURBED AREA 0
210,399 SF (4.83 AC)
OFF -SITE DISTURBED AREA
12,442 SF (0.29 AC)
TOTAL DISTURBED AREA
222,841 SF (5.12 AC)
SUBMITTED DISTURBED AREA
261,360 SF (6.00 AC)
HOWARD F COBLE TRUST
CONSTRUCTION SEQUENCE PHASE 1:
129617
ALAMANCE COUNTY
1.
THOROUGHLY REVIEW PLANS AND EROSION CONTROL NOTES PRIOR TO STARTING WORK.
�9
D.B. 1682 / 0419
>9
SIZE. • 9.13 AC
2.
OBTAIN EROSION AND SEDIMENT CONTROL (EC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) BEFORE ANY LAND DISTURBING
USE. SINGLE FAMILY RESIDENTIAL
ACTIVITIES OCCUR. A HARD COPY OF BOTH PERMIT AND THE PLANS MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND
ACCESSIBLE DURING INSPECTION. THE COC CAN BE OBTAINED BY FILING OUT THE ELECTRONIC NOTICE OF INTENT le-NOI) FORM AT
DEQ.NC.GOV/NCG01. PLEASE NOTE, THE e-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED.
62
36
3.
LOCATE A JOB SITE/ INSPECTION BOX IN A SECURE PLACE ON SITE TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE INSPECTION
REPORTS, COMPLIANCE NOTICES, ETC. SITE PERSONEL SHOULD CHECK THE BOX DAILY FOR THIS CORRESPONDENCE. PROVIDE
CONTACTING INFORMATION WITH NOTE TO "CONTACT C3 DESIGN AND ENGINEERING AT 919-230-0996 IF ANY ISSUES ARISE DURING
THE CONSTRUCTION". CONTRACTOR SHALL BE RESPONSIBLE FOR NCDENR REPORTING THROUGHOUT CONSTRUCTION.
EX. PEBBLESTONE TRAIL
PRIVATE GRAVEL ROAD
4.
SCHEDULE AND HOLD A PRECONSTUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION, TIMBERING, CLEARING, OR GRADING
N50'02'59"E
PER P.B. 40/9 o
WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND
881.79 (TOTAL)
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EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. NCDEQ INSPECTOR IS TO BE NOTIFIED
AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES AT336-776-9800.
S.
INSTALL SILT FENCE, SILT FENCE OUTLETS, CONSTRUCTION ENTRANCE/EXIT, DIVERSIONS (INCLUDING MATTING), AND STRAW WATTLE
AS SHOWN ON THE PLANS. NOTE, CONTRACTOR SHALL INSTALL ADDITIONAL OUTLETS AS NEEDED WHERE LOW AREAS EXIST OR
DEVELOPED SITE CONDITIONS CREATE PLACE FOR SITE RUNOFF TO COLLECT / POND. ONLY CLEARING AND GRUBBING REQUIRED TO
INSTALL THE EC MEASURES SHALL BE CONDUCTED AT THIS TIME.
'
6.
CONTACT NCDEQ INSPECTOR AT 336-776-9800 IF REQUIRED BY THE PERMIT OR DISCUSSED AT THE PRE -CONSTRUCTION MEETING FOR
INSPECTION OF THE INITIAL EROSION CONTROL MEASURES.
7.
UPON APPROVAL, BEGIN CLEARING AND DEMOLITION ACTIVITIES AS SHOWN.
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8.
BEGIN INSTALLING STORM DRAIN AND INLET PROTECTION AT EXISTING LOT 5 AND LOT 6 AND RELOCATE EXISTING WATERWAY TO
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PROPOSED DITCH AS SHOWN.
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for
9.
MATTING AND STABILIZE PERMANENT DITCHES SHOWN SINCE THEY WILL CONVEY CLEAN WATER BYPASS RUNOFF.
KELLV DENISE MEADOWS
129675
ALAMANCE COUNTY
16941240
SIZE. 46.53 AC
0.63 AC IN ROW
USE. VACANT
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/ 11.32'
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STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
/
Perimeter dikes, swales,
7 days
None
ditches and slopes
High Quality Water (HQW)
7 days
None
Zones
if slopes are 10' or less in length
Slopes steeper than 3.1
7 days
and are not steeper than 2.1, 14
days are allowed
Slopes 3.1 or flatter
14 days
7 days for slopes greater
than 50' in length
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All other areas with slopes
14 days
None, except for perimeters and
flatter than 4.1
HQW Zones
LEGEND &NOMENCLATURE
KELLV D MEADOWS
129616
ALAMANCE COUNTY
17711392
SIZE. • 1.48 AC
USE. SINGLE FAMILY RESIDENTIAL
0
EX. BARN
0 PRE -DEVELOPMENT:
DA-B = 699,312 SF (16.05 AC)
APPROXIMATE
PROPERTY LINES EX. STORAGE
PER D.B. 1771 /392
EX. SHED \
\ EX. GRAVEL DRIVE
NEW SOUTH LUMBER CO INC
129676
ALAMANCE COUNTY
D.B. 15911825
SIZE. 37.81 AC
USE. INDUSTRIAL
9.15
300.07
N43°54'49"W
2280.57 (TOTAL)
SUFFICIENT TO DIRECT ALL SEDIMENT -LADEN STORMWATER INTO A SEDIMENT CONTROL DEVICE. MUST BE INSTALLED
PRIOR TO CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION WITH THIS OPERATION IF SEDIMENT
CONTROLS AND DIVERSIONS ARE INSTALLED AS EACH CRITICAL POINT IS REACHED).
A- DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS.
B- DIVERSIONS SHOULD BE SEEDED & MULCHED IF THEY ARE TO REMAIN IN PLACE OVER 30 DAYS.
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C- CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS REPAIR AS NECESSARY.
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12"MIN 1.
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SLOPE 2.1 FAO
MAX / _
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COMPACTED FILL f BERM
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NATURAL GROUND OR
FILL CUT SLOPES I I
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NATURAL GROUND OR
FILL / CUT SLOPES I I -III -III -III -III -I I, 18 MIN DEPTH DITCH
111- I -III III
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-III II IIIIM
-III-
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FLOW
12" MIN 1
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18" MIN DEPTH
III- I III III
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NATURAL GROUND OR I I=
I I-11 III= BERM/DITCH
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FILL / CUT SLOPES .
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NOTES:
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❑
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY NOT
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TO EXCEED 5% (HIGH VELOCITIES RESULT). MAXIMUM D. A. = 5 ACRES WITHOUT SUPPORTING CALCS. DIVERSIONS AT THE',
TOP OF SLOPES MUST EMPTY INTO AN APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED
J O M O -C 0)
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MAINTENANCE:
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INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
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FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
NOT FOR
WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND AREA WITH
NATURAL GROUND LEVEL AND STABILIZE APPROPRIATELY.
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TEMPORARY DIVERSION BERM / DITCH
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EROSION CONTROL NOTES:
1. THIS SITE IS SUBJECT TO ALAMANCE COUNTY REQUIREMENTS.
CONSTRUCTION
2. ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE NORTH CAROLINA DEPT. OF ENVIRONMENTAL QUALITY STANDARDS. THE CURRENT STATE STANDARDS AND
SPECIFICATIONS CAN BE FOUND AT. https://deq.nc.gov/about/divisions/energy-mineral-land-resources/
' energy-mineral-land-permit-guidance%rosion-sediment-control-planning-design-manual.
EX. PUMP HOUSE /�- ✓ 658 3. ALL APPLICABLE LAWS AND REGULATIONS REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION RELATED SEDIMENT N
� Q w
LADEN RUNOFF SHALL APPLY AND BE STRICTLY ADHERED TO. o
\ r _ 4. SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL POND OR DRAIN TO. o Q
,65� ADDITIONAL OUTLETS SHALL BE PROVIDED AS NEEDED WHERE SITE CONDITIONS DIFFER AND STORMWA TER PONDS DURING
300.02 CONSTRUCTION.
\ ' / EX. GRAVEL DRIVE S. ALL AREAS SHALL BE MULCHED OR OTHERWISE COVERED PER THE STABILIZATION CHART.
EX ONE
STORY FRAME \ �656� TO REMAIN UNTIL 6. ALL SLOPES GREATER THAN 3.1 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG) SC150 OR APPROVED EQUAL. ALL
DWELLING / �Q _/ BUILT
ROAD IS OTHER AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON THE PLANS.
r05� 7. CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAIN EFFECTIVENESS
AT CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO EXITING THE SITE.
0g �/ / �o -� j' -654 8. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED
SOURCE. ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED
CONSTRUCTION SITES WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(D). DISPOSAL AT ANY OTHER LOCATION
WOULD HAVE TO BE INCLUDED AS A PERMIT REVISION FOR THIS APPROVAL. W
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\ _ _ CWD-2 J ,
_ 300.01
&K. CARPORT \ \
SW
- \ SEE C-1.1B FOR DETAILS
DWD-2
�01, EX. SHED' \ \ \ O O \
MARV MCGUIRE & WILLARD ISLEV
129615
ALAMANCE COUNTY I \ \ \ �y0 \ N_"
D.B. 4171834 \ DWD-1 \ / NC GRID COORDINATES
SIZE. • 50.39 AC \ ��
USE. • VACANT \ \ / N 81 686.9 1)
\ � � CWDy � � / � N 811686.93
\ 6SO. y \ 651 / / \ E 1875283.15
NEW PROPERTY LINE \ 6'701
299.92
761
(0�
EXISTING OJTO BE I l (D
0 PRE -DEVELOPMENT. R�carED ti0 I (IV
SYMBOLS LINETYPES _ 1 �°` \
DA-A - 2 F 44 A ) ` �"
Q Sanitary Sewer Manhole 3 3, 889 S (� C/ / 5�� I / /
Q Ex. iron pipe/rod or nail ❑S Traffic signal box Ex. Sanitary Sewer
Ex. concrete monument Iron Rebar Set (D Utility pole SS / �'S0�F2�
❑ W Ex. Waterline l
q p Fire hydrant Light Pole APPROXIMATE I / C�'
0 New iron pipe v Y Ex. Overhead Electric - LOCATION OF I / P - rah / (>
�Q Valve (water or gas) 0 Power Pole OH E CWD CLEAN WATER DIVERSION BERM/DITCH �� / EXISTING/FILED ' / ' \ I \
Q Calculated point 1r61 DRAINAGE WAY I co
Q ExistinIron Found UGE Ex. Underground Electric 1
© g Cable pedestal ❑ Guy wire
Telephone pedestal8 Sanitary sewer cleanout 0 ClCo
mer orner_SD_Ex. Storm Drain DWD DIRTY WATER DIVERSION BERM/DITCH
❑
� � 652- CW \ / / � / I 1 -
❑E Electric pedestal ❑ Storm curb inlet Straw Wattle - X X -
� Ex. Fence Tp TEMPORARY DIVERSION BERM/DITCH
F Fiber-optic marker Drainage inlet (w/grate) O ' ro / %EX.
❑ P Silt Fence Outlet Ex. Treeline \642 _� ROAD
RCP
J-\ � INV. IN CULVERT. 635.42
pp PERMANENT DIVERSION BERM/DITCH \ % \ DWD-3 :::;:
ABBREVIATIONS NOTES SYMBOLS Outlet Protection/ SS Sanitary Sewer I I % r INV. OUT = 635.13
Plunge Pool Riprap \ \ I
DB Deed Book CE Construction Entrance/Exit 0oo000 W/ Waterline
0 0 Inlet Protection C -1 I I / / 644CE
0 0 (Block & Gravel or Diversion / Ditch Table \ I I \ LIP
�
PB or BM Plat or Map Book DD Temporary Diversion Ditch o o /
oOpoo Hardware Cloth) OHE Overhead Electric Diversion / Drainage Area Drainage Area I I 5��,� / / 1
/ / LA T. 35.978764
N/F Now or formerly PD Permanent Diversion Ditch Discharge Area \ I I 1 \
O UGE Underground Electric I 1 LONG:-79.422843
Pg. Page Ditch (sf) (sf) 645 �.;.�
IP Inlet Protection
SF Square feet TD-1/PD-1 - 492 0.91 \ / \ \ �/
SD Storm Drain DWD-7 39,
� � \ �
CWD 1 337,130 7.74 \ \ \ \ \ _ /` ` `
Slope Blanket X Fence EX. RIGHT-OF-WAY
\
l � � /�
SB
Ac. Acres DWD-2 74,770 0.34
Silt
R/W Right -of --way SF t Fence Treeline TD-2/PD-2
CWD-2 259,850 5.97 \ �°
NCSR NC state Route F� silt Fence outlet Baffles TD-3/PD-3 DWD-3 32,352 0.74
NCDOT NC Dept o Trans. SONYA HOLT BATEMAN
P f SW Straw Wattle (12" see details) Diversion TD-4/PD-4 DWD-4 14,797 0.34 \o`' ��y 175371 R/O
W Right -of --way TTemporary Seeding Temporary Slope Drain 1 ( \ \ S� D.B. 1694/240
S Tem orar ALAMANCE COUNTY
EX. Existing Q10 V10 Si es opes o Dept �� Flow Depth Shear Stress 0� r�,�SIZE. •32.07AC Know what's below.
PS Permanent Seeding SF Silt Fence Name Slope (/) Lining \ g / J USE. • VACANT
RCP Reinforced concrete pipe C S s X:1 s �- \1� � \ Call before you dig.
LD Limit of Disturbance
PVC Polyvinyl chloride pipe 0 Tree Protection Fence DWD-1/PD-1 3.00 3.31 3 1.85% 1.50 0.55 0.63 NAG-SC750 / y
\ \ O �¢
G
(M) Measured CW Concrete Washout Area TP DWD-2/PD-2 0.85 2.32 3 1.66% 1.50 0.35 0.36 NAG-SC150 , �y �
Tree Protection y � GRAPHIC SCALE
AG Above ground w Silt Bag Dewatering DWD-3/PD-3 2.41 3.20 3 1.96% 1.50 0.50 0.61 NAG-SC150 So 0 25 50 100 200
BG Below ground DWD-4/PD-4 0.86 2.42 3 1.85% 1.50 0.34 0.40 NAG-SC150 ✓ / ��
BM Blanket Matting
�/ ...�..
CWD-1 11.07 3.86 3 1.17% 1.50 0.98 0.71 NAG-SC750 / � � (IN FEET)
OP Outlet Protection/Plunge a Pool o /{�/ 1 inch = 100 ft.
g CWD-2 8.53 4.23 3 1.77% 7.50 0.82 0.97 NAG-SC750 l -
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C3 PROJECT #:
20-085
REVIEW PROJECT #:
z\_zX_-�
SHEET #:
C-1.1