NCC205946_ESC Approval Submitted_20201230

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THE VILLA ES AT BEACHMONT
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1213 W. MOREHEAD STREET
SUITE 300
CHARLOTTE, NC 28208
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NC LICENSE NO.F 0374
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Sheet List Table
Sheet
Number
Sheet Title
2nd Submittal
3rd Submittal
4th Submittal
136 MAIN STREET,28134 PINEVILLE, NC
VICINITY MAP N.T.S.
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_ 32666 _
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11/11/2020
C1.0
COVER SHEET
8/7/2020
10/1/2020
11/11/2020
C2.0
EXISTING CONDITIONS AND DEMOLITION PLAN
8/7/2020
10/1/2020
11/11/2020
C3.0
OVERALL SITE PLAN
8/7/2020
10/1 /2020
11/11/2020
NOVEMBER 11, 2020
11 PROFESSIONAL SEAL
C3.1
SITE PLAN
8/7/2020
10/1/2020
11/11/2020
CONSTRUCTION SCHEDULE: � -
APPROVALS: DECEMBER2020 PARKER DRIVE - - - - - - - - - -I� -
BEGIN CONSTRUCTION: JANUARY 2021
COMPLETE CONSTRUCTION: DECEMBER 2021 -
°C °� °� }
Y Y Y m
C3.2
SITE PLAN
8/7/2020
10/1/2020
11/11/2020
C3.3
SITE PLAN
8/7/2020
10/1/2020
11/11/2020
C4.0
OVERALL GRADING PLAN
8/7/2020
10/1/2020
11/11/2020
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DEMOLITION LANDFILL NOTES - - - - - - _ - _
1. NO EXISITNG DEMOLITION LANDFILL HAS _
/ BEEN FOUND ON -SITE. I
11 I SURVEY BENCHMARK
/ 2. THERE ARE NO PLANS TO PROPOSE ANY I 1010
170 69 ON -SITE DEMOLITION LANDFILL SITES. z I EX. SSMH 1 AT EDGE OF
O 7o I g I PAVEMENT ON PARKER ROAD
z NC GRID COORDS
72/,73 PAMMELL DRIVE I I NAD 83/200
�C, 0m E N: 540,498.53
74 p�/ 146 z _ I
/ E: 1,436,632.61
Fgs��AO/ BMP 2 ELEV: 703.36
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56 \ 79 - I /
P� 57O 80 142
58 81 82 1 - -
Q 59 1 141
5 60 \ \ 83 84 _O / FIRE PROTECTION NOTE:
\ 61 55 I �' 140 I ALL PROPOSED FIRE HYDRANTS
62 \ \, 54 85 _ _
63O 53 / IN THE DEVELOPMENT SHALL
52 6 `� s7
MEET A MINIMUM OF 1,750 GPM. IF
\ 49 50 \ \ <�9 89 i gTFRy� PROJECT/ / THE FIRE HYDRANTS DO NOT
\ 67 66 \ 48 O 31 C9ti�. �`,9s<p BOUNDARY (TYP.) MEET THIS REQUIREMENT THEN
47O JQ� �� 3332 'FrLj�c� ALL PROPOSED TOWNHOMES
\ a6 AGO 35 34 \�' oo tiT
45 SHALL BE SPRINKLED PER FIRE
\ 43 \ \ �A BMP 3 / CODE.
STREAM BUFFER /
00
(TYP.)
UTILITY NOTE �\ 36 30 9 /\ \ ENE
1. ALL UTILITIES INSTALLED 37
ON -SITE WILL BE LOCATED 39 3$ \j 2s /\ N60p�N 20' STREAM SIDE ZONE
UNDERGROUND. 4140 \ 27 / DOE 91 90\\ (UNDISTURBED)(TYP) /
2. MINIMUM COVER OF 18" IS ` 42 >� 26 �� 92
REQUIRED FOR ALL \ 0" �\ 95 94 93 , 15' UPLAND
\\� 25 96 \\ \'' ZONE (TYP) 7
UTILITIES. y �i 24 / 97 y \
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Oyu / \C 23 �\ \ \� �\ pol
O 22 /� \ 109 I
DEVELOPMENT DATA FOR THE VILLAGES AT BEACHMONT 2.� \ 108 \O
�G / \ 21 9I- \ I //
/ 20 gg 106
TAX PARCEL ID: 117-022-29, 117-022-27, 117-022-23, 117-031-33 104105 \ i
WATERSHED: IRWIN 19 103 Q \
PC DISTRICT: CENTRAL CATAWBA \ $ \/ 101 \ SOP \ I
IMPERVIOUS AREA: 70% (ASSUMED) ✓ 102 R �'�` \
ZONING: R-22MF \/ J 115114 113 \\
PROPOSED USE: SINGLE FAMILY ATTACHED TOWNHOMES 16 / �/ \ 117116 \� > /
NUMBER OF UNITS ALLOWED: 453 UNITS \\/ 15 11s ` BMP 1
NUMBER OF UNITS PROPOSED: 148 UNITS `/ 14 119 \�
PROP. TOTAL DENSITY: 7.18 UNITS/AC �'' 122121120 \ C \ 136 \ /
PARKING REQUIRED: 1.5 SPACES/UNIT (222 SPACES) 124123 \ \1 \ 1350
PARKING PROVED: 2.0 SPACES/UNIT (296 SPACES) / 125
- 1 SPACE/UNIT - GARAGE 133 \\ \
- 1 SPACE/UNIT - DRVIEWAY �\ \ 131132
129130 \
PROPOSED BUILDING INFO FOR FIRE 127128
MAXIMUM HEIGHT ALLOWED: 100, QO 3 126
O 1
MAXIMUM HEIGHT PROPOSED: 40' / �� \ \ �� �
APPROXIMATE PROP. SQ. FOOTAGE: 2,500 SQUARE FEET / QJ�' 12 ��\ QQ��
MAXIMUM NUMBER OF STORIES: 3 GP� / 11 /\ J�s� ��
TYPE OF CONSTRUCTION: TYPE 3 RESIDENTIAL
FIRE SPRINKLER SYSTEM: NO / \ g /
FIRE FLOW REQUIRED: 1,750 GPM / $ /
\/ 7 137 /`
SITE AREAS: �� ` --
TOTAL SITE AREA: 20.6 AC �/ O� / 138 /�
AREA IN RIGHT-OF-WAY: 5.3 ACRES / \ \/ 139
0
AREA IN SUB -LOTS: 6.5 ACRES \ 4 /\ \ PCSO SUMMARY
AREA IN COMMON OPEN SPACE: 8.8 ACRES \ \ 2�
3 / Original Parcel ID Number(s): 117-022-29, 117-022-27, 117-022-23, 117-031-33
TREE SAVE/NATURAL AREA: \\/ 2 A / Development Type: Multi -Family
OVERALL SITE: 20.6 AC 1 �/ Subject to PCSO? Y/N Yes
REQUIRED TREE SAVE: 15% = 134,600 SF (3.09 AC)(20.6 X 15%) O�
TREE SAVE PROVIDED: 11% = 100,559 SF (2.31 AC) �j Watershed: Central Catawba
TREE SAVE MITIGATION: 3% = 37,183 SF (24,788 SF X 150%) 0.85 AC \ Disturbed Area (ac): 18
(0.57 AC X 150%)(TREE PLANT @ 36 TREES/AC) \ Site Area (ac): 20.6
1% = 13,880 SF (9,253 SF X 150% ) 0.32 AC PLAN VIEW BMP-1 BMP-2 BMP-3
(0.21 AC X 150%)(PAYMENT-IN-LIEU)
($25,632)(0.32 X $80,100/AC) SCALE: 1" = 100' Total on -site Drainage Area (ac)- 5.2 3.2 6.6
- Existing Built -upon -area (SF): 0 0 0
PUBLIC OPEN SPACE: ExistingBUA to be removed SF : 0 0 0
REQUIRED OPEN SPACE: 8.24 AC. (40%) ( )
PROPOSED OPEN SPACE: 8.80 AC. (42.7%) Existing BUA to remain (SF): 0 0 0
Proposed New BUA (SF): 156,816 100,188 200,376
PRIVATE OPEN SPACE SUBMITTED BY: PARKER TOWN HOME LOTS, LLC o
MINIMUM 400 SF OF PRIVATE OPEN SPACE PER UNIT/SUB-LOT. Proposed /o BUA: 70 70 70
Density (High /Low) High High High
PINEVILLE, NC 28134
BUILDING SETBACKS (MIN.) CONTACT: SUSAN ROSENBLATT Total Post -Project BUA for site (SF): 457,380
FRONT YARD SETBACK: 27' (MIN) WITH OPTION TO REDUCE TO PHONE NUMBER: 704-363-1368 Development or Redevelopment? Development
p p p
15' (MIN) PER SECTION 9.303(19)(F)
SIDE YARD: 5' OR 10' WHERE ADJOINING SINGLE Natural Area Required (ac): 2.06
DEVELOPER: PARKER TOWN HOME LOTS, LLC
FAMILY DEVELOPED OR ZONED LAND Natural Area provided, total (ac): 2.06
REAR YARD: 40' 136 MAIN STREET
PINEVILLE, NC 28134 Undisturbed Treed Natural Area Preserved (ac): 2.06
GARAGE SETBACK: 20' MINIMUM FROM RIGHT-OF-WAY CONTACT: SUSAN ROSENBLATT Total stream buffer protected on -site ac 1.8
MINIMUM BUILDING SEPARATION: 16' p ( )
PHONE NUMBER: 704-363-1368 Transit Station Area? Y/N No
SOLID WASTE REQUIRED: 2 - 8 CUBIC YARD YARD COMPACTOR Distressed Business District? Y/N Yes
SOLID WASTE PROVIDED: 2 - 8 CUBIC YARD YARD COMPACTOR DESIGN ENGINEER: W.K. DICKSON - KRIS ROWE, PE
1213 W MOREHEAD STREET, SUITE 300 Mitigation Type (if applicable) N/A
RECYCLING AREA REQUIRED: 288 SQUARE FEET CHARLOTTE, NC 28208 Natural Area mitigation? Y/N No
RECYCLING AREA PROVIDED: 288 SQUARE FEET PHONE NUMBER: [phone] Buffer Mitigation? Y/N No
[e-mail] Total Phosphorous Mitigation? Y/N No
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C4.1
GRADING PLAN
8/7/2020
10/1/2020
11/11/2020
C4.2
GRADING PLAN
8/7/2020
10/1/2020
11/11/2020
C4.3
GRADING PLAN
8/7/2020
10/1/2020
11/11/2020
C4.4
BMP PRE -DEVELOPED DRAINAGE AREA
8/7/2020
10/1/2020
11/11/2020
C4.5
BMP POST -DEVELOPED DRAINAGE AREA
8/7/2020
10/1/2020
11/11/2020
C4.6
STORM DRAINAGE AREA PLAN
8/7/2020
10/1/2020
11/11/2020
C4.7
STORM DRAINAGE AREA PLAN
8/7/2020
10/1/2020
11/11/2020
C4.8
STORM DRAINAGE AREA PLAN
8/7/2020
10/1/2020
11/11/2020
C4.9A
FLOOD STUDY PRE -DEVELOPED DRAINAGE AREA
8/7/2020
10/1/2020
11/11/2020
C4.9B
FLOOD STUDY POST -DEVELOPED DRAINAGE AREA
8/7/2020
10/1/2020
11/11/2020
C4.10
CULVERT PLAN
8/7/2020
10/1/2020
11/11/2020
C5.0
BEELER LANE - PLAN & PROFILE
8/7/2020
10/1/2020
11/11/2020
C5.1
BEELER LANE -PLAN &PROFILE
8/7/2020
10/1/2020
11/11/2020
C5.2
SPRINGARN COURT - PLAN & PROFILE
8/7/2020
10/1/2020
11/11/2020
C5.3
EDENBORN LANE - PLAN & PROFILE
8/7/2020
10/1/2020
11/11/2020
C5.4
DR CARVER ROAD -PLAN &PROFILE
8/7/2020
10/1/2020
11/11/2020
C5.5
JESUP DRIVE & PAMMELL DRIVE - PLAN & PROFILE
8/7/2020
10/1/2020
11/11/2020
C5.6
KETCHUM COURT - PLAN & PROFILE
8/7/2020
10/1/2020
11/11/2020
C5.7
BEACHMONT AVENUE - PLAN & PROFILE
8/7/2020
10/1/2020
11/11/2020
C5.8
INTERSECTION SIGHT DISTANCE
8/7/2020
10/1/2020
11/11/2020
C5.9
INTERSECTION SIGHT DISTANCE
8/7/2020
10/1/2020
11/11/2020
C5.10
INTERSECTION SIGHT DISTANCE
8/7/2020
10/1/2020
11/11/2020
C5.11
INTERSECTION SIGHT DISTANCE
8/7/2020
10/1/2020
11/11/2020
C5.12
INTERSECTION SIGHT DISTANCE
8/7/2020
10/1/2020
11/11/2020
C5.13
INTERSECTION SIGHT DISTANCE
8/7/2020
10/1/2020
11/11/2020
C5.14
INTERSECTION SIGHT DISTANCE
8/7/2020
10/1/2020
11/11/2020
C5.15
INTERSECTION SIGHT DISTANCE
8/7/2020
10/1/2020
11/11/2020
C5.16
INTERSECTION SIGHT DISTANCE
8/7/2020
10/1/2020
11/11/2020
C6.0
EROSION CONTROL - OVERALL PHASE 1
8/7/2020
10/1/2020
11/11/2020
C6.1
EROSION CONTROL - PHASE 1
8/7/2020
10/1/2020
11/11/2020
C6.2
EROSION CONTROL -PHASE 1
8/7/2020
10/1/2020
11/11/2020
C6.3
EROSION CONTROL - PHASE 1
8/7/2020
10/1/2020
11/11/2020
C6.4
CULVERT EROSION CONTROL PLAN
8/7/2020
10/1/2020
11/11/2020
C6.5
EROSION CONTROL - OVERALL PHASE 2
8/7/2020
10/1/2020
11/11/2020
C6.6
EROSION CONTROL -PHASE 28/7/20201
1 2 2
0/ / 0 0
11/11/2020
C6.7
EROSION CONTROL - PHASE 2
8/7/2020
10/1/2020
11/11/2020
C6.8
EROSION CONTROL - PHASE 2
8/7/2020
10/1/2020
11/11/2020
C7.0
LANDSCAPE PLAN - SHEET 1
8/7/2020
10/1/2020
11/11/2020
C7.1
LANDSCAPE PLAN -SHEET 2
8/7/2020
10/1/2020
11/11/2020
C7.2
LANDSCAPE PLAN - SHEET 3
8/7/2020
10/1/2020
11/11/2020
C8.0
GENERAL NOTES
8/7/2020
10/1/2020
11/11/2020
C8.1
GENERAL NOTES
8/7/2020
10/1/2020
11/11/2020
C8.2
GENERAL AND EROSION CONTROL NOTES
8/7/2020
10/1/2020
11/11/2020
C8.3
EROSION CONTROL NOTES - GROUND STABILIZATION
8/7/2020
10/1/2020
11/11/2020
C8.4
EROSION CONTROL NOTES - SELF -INSPECTION
8/7/2020
10/1/2020
11/11/2020
C9.0
SITE DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.1
SITE DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.2
SITE DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.2A
SITE DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.3
PLANTING DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.3A
PLANTING DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.4
STORM DRAINAGE DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.5
STORM DRAINAGE DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.6
STORM DRAINAGE DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.7
STORM DRAINAGE DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.8
STORM DRAINAGE DETAILS
8/7/2020
10/1/2020
11/11/2020cc
C9.9
EROSION CONTROL DETAILS
8/7/2020
10/1/2020
11/11/2020
C9.10
EROSION CONTROL DETAILS
8/7/2020
10/1/2020
11/11/2020
PROJ. MGR.:
KWR
C9.11
EROSION CONTROL DETAILS
8/7/2020
10/1/2020
11/11/2020
DESIGN BY:
KWR
C9.12
BMP 1
8/7/2020
10/1/2020
11/11/2020
DRAWN BY:
ESL
C9.13
BMP 2
8/7/2020
10/1/2020
11/11/2020
PROJ. DATE:
AUG 2020
C9.14
BMP 3
8/7/2020
10/1/2020
11/11/2020
DRAWING NUMBER:
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C9.15
BMP RISER DETAILS
8/7/2020
10/1/2020
11/11/2020
C10.0
FLOOD STUDY CROSS SECTION
10/1/2020
11/11/2020
C10.1
FLOOD STUDY CROSS SECTION
10/1/2020
11/11/2020
WKD PROJ. NO.:
2019029100CL
C10.2
FLOOD STUDY CROSS SECTION
10/1/2020
11/11/2020
C10.3
FLOOD STUDY CROSS SECTION
10/1/2020
11/11/2020

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