SWA000149_Plansheet (01) - Proposed Conditions_Site Plan_20220725

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NOTES:
1. CURRENT OWNER
JAMES GOODE
5674 OLD HAYWOOD RD
MILLS RIVER, NC 28759
2. PROPERTY INFORMATION:
PIN: 9632-69-5820 (PARCEL A)
PIN: 9632-69-4626 (PARCEL B)
3. TOTAL PARCEL AREAS:
PARCEL A: 630,313 SF (PHASE 1: 193,368 SF, REMAINDER IN PHASE 2:436,945 SF)
PARCEL B: 250,470 SF (PHASE 1: 250,470 SF)
TOTAL PROPERTY AREA FOR PHASE 1: 443,838 SF
4. PROPOSED TOTAL PROJECT AREA: 418,869 SF
5. LOT COVERAGE CALCULATION:
PROPOSED BUILDING AND CONCRETE TOTAL = 77,265 SF
6. APPROXIMATE EXISTING ROAD LENGTH (REMAINDER OF ROAD IN PHASE 2) = 1,402 FT
7. PROJECT PROPOSES TO APPLY FOR A LOW DENSITY STATE
STORMWATER PERMIT KEEPING TOTAL BUILT UPON AREA UNDER 24%
COVERAGE.
8. SOIL TYPES:HAYESVILLE LOAM (HyC) - 7 TO 15 PERCENT SLOPES
DELANCO (DILLARD) LOAM (DeB) - 2 TO 7 PERCENT SLOPES
BRADSON GRAVELLY LOAM (BaB) - 2 TO 7 PERCENT SLOPES
9. BOUNDARY & TOPOGRAPHIC INFORMATION BASED ON FREELAND-CLINKSCALES AND
ASSOCIATES SURVEY DATED DECEMBER 16, 2021.
10. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING SETBACK RESTRICITIONS, EASEMENTS,
COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL ACCURATE TITLE SEARCH.
11. EXISTING VEGETATION TO BE PRESERVED WHERE POSSIBLE.
12. REMOVE TREES, GRASSES, SHRUBS AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS
INTERFERING WITH INSTALLATION OF NEW CONSTRUCTION UNLESS NOTED OTHERWISE.
13. MAINTAIN AND PROTECT ALL OVERHEAD AND UNDERGROUND ELECTRICAL, TELEPHONE, CABLE TV,
WATER AND ALL OTHER UTILITIES DURING ENTIRE CONSTRUCTION PERIOD. SEWER SYSTEM AND
WATER SERVICE INTERRUPTIONS AND OTHER UTILITY OUTAGES WILL NOT BE ALLOWED.
14. VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED
AND MAINTAINED FOR ALL DISTURBED AREAS IN ACCORDANCE WITH ALL LOCAL REQUIREMENTS AND
THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED AS A
FIRST STEP IN CONSTRUCTION AND BEFORE EXCAVATION BEGINS. SILT FENCE, CULVERT INLET
PROTECTION, INLET PROTECTION, AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
INSTALLED TO PREVENT THE MOVEMENT OF SEDIMENT DOWNSTREAM.
15. CONSTRUCTION LIMITS SHALL INCLUDE ALL DISTURBED AREAS. ALL GRASSED DISTURBED AREAS SHALL
BE SEEDED AND PROVIDED WITH EROSION CONTROL DURING AND AT THE END OF CONSTRUCTION.
WORK OUTSIDE OF THE RIGHT OF WAY MAY REQUIRE TEMPORARY CONSTRUCTION EASEMENTS TO BE
OBTAINED BY OTHERS.
16. UNLESS OTHERWISE NOTED, REMOVE AND PROPERLY DISPOSE OF ALL ITEMS INDICATED TO BE DEMOLISHED OFF
THE PROJECT SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.
17. THE CONTRACTOR SHALL BE FULLY LIABLE FOR REPAIR OF ANY DAMAGES TO PUBLIC OR PRIVATE
PROPERTY CAUSED BY HIS CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL REPLACE ALL
DISTURBED SURFACES IN KIND, INCLUDING PAVEMENT, STONE, DITCHES, MAILBOXES, STORM CULVERTS,
DRIVEWAY CULVERTS, ETC. CONTRACTOR SHALL REPLACE ROADSIDE SHOULDERS, DITCHES, CUT/FILL
SLOPES TO STABILIZED PRECONSTRUCTION CONDITIONS. ROADSIDE LANDSCAPING SHALL BE PROTECTED
18. THE CONTRACTOR SHALL PROTECT EXISTING PAVED SURFACES. ANY DAMAGED PAVEMENT SHALL BE
REPAIRED TO MATCH EXISTING. TRACKED EQUIPMENT WILL NOT BE ALLOWED ON PAVED SURFACES. ANY
PAVEMENT MARKINGS DAMAGED BY CONSTRUCTION SHALL BE REPLACED IN KIND BY A PAVEMENT
MARKING CONTRACTOR FROM THE NCDOT PRE -QUALIFICATION LIST.
19. ALL PROPERTY PINS, AND RIGHT OF WAY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE
REPLACED BY A LAND SURVEYOR LICENSED BY THE STATE OF NORTH CAROLINA.
20. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO
KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER
DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE
WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT
CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL.
21. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING.
N/F
PHASE 1 OF
RUTH
COMMUNITY AREA
PIN: g633-50-6124
102,045 SF NIF
D.B. 1406 P.6. 3ql
RUTH
PIN: 4633-50-4147
UT-3 APPROX. 250 LF
D.B. 1406 P.O. 3ql
NOT FLA66ED
FUTURE PHASE
HARKEN D. EADU5, P.
OF COMMUNITY AREA
REV/EYED JUNE 6, 2022
PHASE 1 -LOT SIZE TABLE
LOT #
Lot Size (SF)
Maximum BUA (SF)
1
42,253
8,152
2
41,382
7,938
3
64,033
10,587
4
44,431
8,227
5
30,056
6,437
6
30,492
6,506
7
47,045
8,937
8
30,492
5,787
ADDITIONAL NOTES:
- MAXIMUM BUA FOR LOTS 1 - 8: 62,571 SF
- TWO PROPOSED ROADS: 11.309 SF
TOTAL PROPOSED BUA: 73,880 SF
TOTAL DISTURBED AREA (2 PROPOSED ROADS) TOTAL: 34,420 SF
INDICATES 15' NO -CUT NO DISTURBANCE BUFFER. NO
77/1
CUTTING OF VEGETATION IS ALLOWED IN THIS AREA
INDICATES PHASE ONE AREA
L _ J
INDICATES APPROXIMATE
POTENTIAL WETLAND AREA
N/F
RUTH
PIN: g633-50-31I7
D.B. 1406 P.O. 341
366.53' - ----- �{j
366.53'
N 89' 10' 53" W ' : \:
N 89' 10' 53" W.
OPEN COMMUNITY AREA
,•.'.•.�'.•�•••�'• '.h.'. .
RESTRICTED, NO DEVELOPMENT:
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APPROXIMA POTENTIAL41 ':�:'••:r': •'�'•'�'•'�'•'�•:':'.��••��••
N/F HETLAND AREA 3.53 ACRES �`
z
BETHEL BAPTIST CHURCH .. .
•-•- p.
I I I PIN: 4632-5q-5476 NOT SURVEYED ; • ; B,�'/ST/NG CULVERT � ...... ; • ; . .. ' 0): , In
$ REVIEHED B1' N. EADU5, P.O... • , •' • :• v
D.B.6/gP.G.bII I w' .�,',•,•,•, , 24'DIAX44'L6'
I N OUIBLE d ASSOCIATES, P.G. ' o
o • ; ' ; • %� • k/NE 12022 UPSTREAM INVERT. 2/49' • b'
S 04' 00' 37" W I I w : UT-2 APPROX. 160 LF ::.'..: DOWNSTREAM INVERT. 2146'
43.67' i I .,:.FLA65UT2-1 THROU&HUT2-16,..�.;.'.'.'.',
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(PRIVATE) W
S 8910'53" E �1779.1
3 - C
N/F
RILEY
PIN: 4633-60-7I56
D.B. 3074 P.O. 462
DRAFT GOODE PRESERVE CONSTRUCTION SEQUENCE
LOW DENSITY POST CONSTRUCTION STORMWATER
1. THOROUGHLY REVIEW ALL PARTS OF THIS PLAN. OBTAIN ALL NECESSARY APPROVALS AND
APPLICABLE PERMITS PRIOR TO LAND DISTURBING ACTIVITIES.
2. NOTIFY NCDEQ AND ENGINEER AT LEAST 48 HOURS BEFORE THE START OF THE PROJECT.
3. FLAG AND/OR ROUGH STAKE WORK LIMITS FOR PHASE I.
4. CLEARLY FLAG EXISTING VEGETATION TO REMAIN PROTECT REMOVE PAYING PARTICULAR
INTEREST TO THE 15' NO DISTURBANCE BUFFER AROUND EACH OF THE 8 LOTS, AND FIELD
LOCATE ANY UTILITIES. CALL 811 PRIOR TO ANY LAND DISTURBANCE.
5. HOLD PRECONSTRUCTION CONFERENCE WITH OWNER, CONTRACTOR, ENGINEER, AND
APPROPRIATE GOVERNMENT OFFICIALS AT LEAST ONE WEEK PRIOR TO THE START OF
CONSTRUCTION ACTIVITIES.
CONSTRUCTION
6. NO MAJOR GRADING ACTIVITIES ARE TO TAKE PLACE DURING WET WEATHER OR DURING
PERIODS OF PREDICTED WET WEATHER. NO GRADING OR CONSTRUCTION ACTIVITIES ARE TO
TAKE PLACE IN THE STREAM BUFFER AS INDICATED ON THE PLANS.
7. INSTALL CONSTRUCTION ENTRANCE, CONSTRUCTION ROUTES, AND STAGING AREAS. STABILIZE
BARE AREAS IMMEDIATELY AND APPLY TEMPORARY AND PERMANENT VEGETATION AS
CONSTRUCTION TAKES PLACE.
8. INSTALL SILT FENCING, WHERE SHOWN ON PLAN, TO PROTECT AREAS DOWN SLOPE OF THE
PROJECT AREA PRIOR TO ANY LAND DISTURBANCE. NOTE THAT SILT FENCE SHALL NOT BE
LOCATED WITHING 30 FEET OF THE STREAM BUFFER.
9. FINALIZE SITE GRADING ACCORDING TO PLAN. STABILIZE ALL DISTURBED AREAS AT THE END OF
EACH WORKING DAY. STABILIZE ALL DISTURBED AREAS IMMEDIATELY AFTER FINAL GRADE IS
ESTABLISHED WITH TEMPORARY AND PERMANENT VEGETATION AS DESCRIBED IN THE SEEDING
SPECIFICATIONS.
10. APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY ON ALL
DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETE.
11. GRADED SOILS SHALL BE DISTRIBUTED ONSITE. STABILIZE ALL OPEN AREAS, INCLUDING
BORROW AND SPOIL AREAS. REMOVE AND STABILIZE ALL TEMPORARY CONTROL MEASURES
12. ONCE THE SITE CONSTRUCTION IS COMPLETE AND ALL DENUDED SURFACES ARE FULLY
STABILIZED; PIPES SHALL BE CLEANED OF ALL SEDIMENT/DEBRIS WHICH MAY HAVE
ACCUMULATED DURING CONSTRUCTION. SEDIMENT/DEBRIS SHALL BE DISPOSED OF PROPERLY.
13. PRIOR TO REMOVAL OF SILT FENCING, CONTRACTOR SHALL VERIFY THAT THE SITE IS FULLY
VEGETATED AND THAT THE SIT EIS FULLY VEGETATE AND THAT REMOVAL OF SILT FENCE WILL
NOT LEAD TO EROSION OR SEDIMENTATION.
14. NOTIFY NCDEQ AND ENGINEER WHEN THE PROJECT IS READY FOR A CLOSE OUT INSPECTION.
I
N/F
MOORE
PIN: gb33-70-3/2q
D.B. I2/6 P.O. 300
P.5. 536q
Ui F_
LO
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EXI5TlN6 GUL VERT I 1 \
24" DIA X 40' L&
EXISTING ROAD ENDS HERE FOR PHASE 1 I UPSTREAM INVERT.• 2/4q' \
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REMAINDER OF ROAD SHOWN IN PHASE 2 I I I I 1 \
NNSTREAM INVERT. 2/46' 1 I I
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Ll
I I S 84' 40' 26" E _ - - - _ - _ ��• • L2' '''''�,;::.• C1 /
573.89 1
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EX15TIN6 CULVERT 2149
I I MURKY 600DE PRESERVE WAY \ 30' DIA X 40' A
PIN: g632-5q-5736 /6' 0D P RE5 RV E P (PR/VATS) UPSTREAM INVERT: 2/44.5' 160.56'
v D.B. g32 P.G. 456 \ DOWNSTREAM INVERT.• 2/43.5' o LOT 5
= I I \ \ o
0.69 AC t
N/F
PAYCOL LLG
PIN: 4632-5q-6771
D.B. 1323 P.O. 563
ANY IMPACTS OR DRIVEWAY CROSSINGS OF WATERS
OF THE U.S., WILL REQUIRE USACE AND NCDEQ DNR
COORDINATION AND/OR PERMITTING
LOT 4 \
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1.02 AC t 1
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7
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UT-1 APPROX. 730 LF \
FLA65 UTI-1 THROUGH UTl-7q \
HARKEN D. EADU5, P6. \
JUNE 6, 2022 \\
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LOT 3 1
1.47 AC t 1
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1
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IN/F N/F
ANGHIA FOWLER
PIN: 6032-64-1454 PIN: g632-q2-450
D.B. 31g6 P.G. 102 D.B. q40 P.G. 32
LINE BEARING DISTANCE P.3. H007
L1 S 84'40'24" E 573.54
L2 S 84'07'50" E 188.63
L3 N 52'30'05" E 48.67
L4 S 83'40'51" E 128.68
L5 S 89'49'54" E 134.07
L6 S 86'41'13" E 59.60
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
64.24
50.86
49.55
N 72'43'28" E
45'21'55"
C2
244.39
109.04
108.14
N 59'04'41" E
25'33'50"
C3
244.39
109.04
108.14
N 84'38'32" E
25'33'50"
L4
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0
2154 0 r- LOT 6
\ LO 'i 0.70 AC t
2155 o N
o
215`
PROPOSED jr
2157 VEGETATIVE CONVEYANCE A
LENGTH:269.5'
\\ A VOLUME: 741 CU. FT.'
\\A SEE ASPHALT ROAD
\ SECTION A -A SHT 2
1 S L1 1 1 / C6
I / 1 /
I . ,
1 , i
\
LOT 2
\ 0.95 AC t
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S 83' 46. 46" E \
705.12' 352. Zi 'jTIT
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6p / 194.82'
S 84- 39' 00" E I
Q I
172.34'
O / PROPOSED
o VEGETATIVE CONVEYANCE I
a LENGTH: 343.6'
VOLUME: 944 CU. FT.'
?�66 SEE ASPHALT ROAD
,�I I SECTION A -A SHT 2
s,
�sd LOT 1
/ ? 0.97 AC t NIF
N� 5MITH
p A LYDA � PIN: g632-7q-3566
z PIN: g632-6q-5462 LYDA D.B. 643 P6. 6/l
DB. 77/ P6. 56/ PIN: 1032-7q-1670
o N D.B. 551 P.O. 67/
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N/F
MCDOHELL N/F
PIN: 11632-64-3277 MGDOHELL
D.B. 306/ P.O. 265 PIN: g632-bq-52/7
P.5. G P.O. 1Oq D.B. 650 P.O. bq3
N/F
ELLIOT $ SMITH
PIN: g632-6q-6220
D.B. 306q
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Know what's below.
Call before you dig.
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VICINITY MAP
(HENDERSON COUNTY)
N.T.S.
N/F
HILLIAM5
PIN: g633-70-5273
D.B. 1650 P.G. 364
P.5. 5452
S 89'10'53" E
238.55'
DhIELLlN6
GARAGE
_j
OUT PARCEL
2.00 ACRES
N 84'49'49" W 228.85'
00
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
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HORTICULTURAL 6ROP5
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PIN: g632-qq-77/2
D.B. 3764 P6. 26
N/F
B15HOP
PIN: 4632-79-7334
D.B. 376 P.O. 260
P.B. 2021 P.O. 13556
GRAPHIC SCALE
80' 0 40' 80, 160'
( IN FEET )
1 inch = 80 ft.
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PROJECT NO.
P22051
DESIGNED BY
TMG
DRAWN BY
CSC
CHECKED BY
TMG
ISSUE DATE
06 09 22
SHEET .1
v I02 SHEETS