NCC217033_Site Plan or Location Map_20220120

MOUNTAIN VIEW GROVE
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GASTONIA, GASTON COUNTY, NORTH CAROLINA N M'TC"fMOR
SITE CONSTRUCTION DOCUMENTS
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SHEET
INDEX
SHEET
NUMBER
SHEET TITLE
CO-1
COVER SHEET
CO-2
DEMO PLAN
EX. COND.
EXISTING CONDITIONS
RZ-1
APPROVED REZONING PLAN
PP-1
APPROVED PRELIMINARY PLAT
C1-1
SITE PLAN
C1-2
PLANTING PLAN
C1-3
PLANTING NOTES & DETAILS
C2-1
GRADING PLAN
C3-1
STORM DRAINAGE AREA PLAN
C4-1
EROSION CONTROL - STAGE 1
C4-2
EROSION CONTROL - STAGE 2
C4-3
EROSION CONTROL - STAGE 3
C5-1
ROAD PROFILE
C6-1
STANDARD DETAILS
C6-2
STANDARD DETAILS
C6-3
STANDARD DETAILS
C6-4
STANDARD DETAILS
C6-5
STANDARD DETAILS
C7-1
CLUSTER MAILBOX PLAN
PCSO SUMMARY - MOUNTAIN VIEW GROVE
Original Parcel ID Number(s):
201465, 205196, 196386, 136535
Development Type:
Single -Family
Subject to PCCO? Y/N
YES
If NO, why?
PCCO District:
CRAMERTON
Water Supply Watershed Overlay
NA
Stream Name
Housers Branch
Classification
C
Stream Index
11-129-17
Site Area (Net) (ac):
4.55
Disturbed Area (ac):
4.00
Existing Built -upon -area (ac):
0.18
Existing BUA to be removed (ac):
0.01 (REMNANT OF CONCRETE DRIVE)
Existing BUA to remain (ac):
0.17
Proposed New BUA (ac):
1.08 (1.25 AC POST -PROJECT BUA- 0.17 EX. MITCHEM RD.)
Proposed % BUA to BMP:
----
Proposed % BUA to Site:
23.8%
Density (High / Low)
Low
Total Post -Project BUA for site:
---
Development or Redevelopment?
Development
Mitigation Type (if applicable)
85% TSS
Estimated BUA Breakdown - EXISTING
Mitchem Road....................................................................................................7,300 sq ft = 0.17 ac
(Ex. Pavment)
Estimated BUA Breakdown - OVERALL SITE
On -Site (10 Lots Total)
Proposed Single Family 4,110 sf x 10 lots .........................................
41,100 sq ft =
0.94 ac
(4,110 SF = avg house pad 2,600 sf + 830 sf Driveway average
+4'x15' walkway+ 400 sf Patio + 220 sf future allocation)
Cluster Mailbox, Entry monuments, & Other Misc...............................................
1,000 sq ft =
0.02 ac
Proposed Streets:
NEW PVMT. & VALLEY GUTTER, B/C-B/C.....................................................
1,875 sq ft =
0.04 ac
PROPOSED SIDEWALK (2,550 sf approx.)......................................................
2,550 sq ft =
0.06 ac
Driveway within R/W (72 sf approx. X 10 lots) ..................................................
720 sq ft =
0.02 ac
Total Proposed Streets:
5,145 sq ft =
0.12 ac
Tota I I mpe rvious Area ................................................................................
47,245sgft=
1.08 ac
TotalSite Area=..........................................................................................................................
4.55 ac
Impervious Area Summary
Imperv. Area
% of Imp. Area of
(Ac)
Site Area
Proposed Single Family 0.94
20.74%
Proposed CMB & Misc. 0.02
0.50%
Proposed Streets 0.12
2.60%
Net Imp. Area 1.08
23.84%
Total Imp. Area jIIIIIIIIIIIIIIIIIIII 1.08 mi
23.84%
VICINITY MAP - NTS
SITE DATA
TAX PARCEL NO.: 201465 (1.64 AC.), 205196 (1.45 AC.), 196386 (0.90 AC.), 136535 (0.56 AC.)
TOTAL SITE AREA: ±4.55 AC. (INCLUDES EX. MITCHEM RD. R/W)
ADDRESS: MITCHEM RD., GASTONIA, INC.
EXIST. ZONING: 1-2 & R-12
PROP. ZONING: CU-R6
CURRENT USE: VACANT
PROPOSED USE: SINGLE-FAMILY
DEVELOPMENT STANDARDS
WATERSHED DISTRICT:
PROPOSED ZONING:
TOTAL LOTS PROPOSED:
DENSITY PROPOSED:
MIN. LOT WIDTH:
MIN. LOT SIZE:
MINIMUM SETBACKS & YARDS:
FRONT SETBACK:
SIDE YARD:
CORNER SETBACK:
REAR YARD:
BUILDING HEIGHT:
NOTES
CRAMERTON
CU-R6
10 LOTS
2.2 LOTS / AC
50 FT. (MEASURED @ SETBACK LINE)
11,000 S.F.
40 FT. (FROM RAN)
5 FT.
10 FT. (FROM R/W)
40 FT.
35 FT. (MEASURED @ SETBACK) **
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH CITY OF GASTONIA AND NCDOT STANDARDS
EXCEPT AS MODIFIED HEREIN OR AS DIRECTED BY THE CITY.
2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MOST
CURRENT NCDENR AND GASTON COUNTY NATURAL RESOURCE STANDARDS. EROSION CONTROL MEASURES SHALL
BE REMOVED AT PROJECT COMPLETION WHEN DEEMED NO LONGER NECESSARY BY THE GASTON COUNTY
INSPECTOR. ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE RIGHT-OF-WAY OR EASEMENTS SHALL BE
PREPARED, FERTILIZED AND LIMED, SEEDED, AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.
3. THE STONE BASE PROOF ROLL SHALL BE SCHEDULED AND PERFORMED WITH CITY INSPECTORS. AT THE TIME OF
PAVING, EDGES AND MANHOLES/STRUCTURES SHALL ALREADY BE TRIMMED TO THE PROPER DEPTH AND ALL DEBRIS
AND LOOSE STONE REMOVED.
4. PROOFROLLING OF SUBGRADE AND STONE BASE SHALL BE PERFORMED IN THE PRESENCE OF THE CITY INSPECTOR
USING AN OVER LOADED (ON -SITE) TRIAXLE DUMP WITH 22-25 TONS OF STONE, THIRD AXLE LIFTED. IF RAIN OCCURS
BEFORE PLACING STONE ON SUBGRADE THAT HAS BEEN PROOFROLLED, OR IF RAIN OCCURS PRIOR TO PLACING
ASPHALT ON STONE BASE THAT HAS BEEN PROOFROLLED, THE SUBGRADE AND STONE BASE MUST BE PROOFROLLED
AGAIN AS DIRECTED BY THE CITY.
5. PRIME COAT IS TO BE APPLIED AT A RATE OF 0.25 GALLONS PER SQUARE YARD AS DIRECTED BY THE CITY INSPECTOR.
6. EXISTING CURB AND GUTTER AND PAVEMENT SHALL BE REPLACED OR REPAIRED AS REQUIRED TO TIE ON TO SOUND
MATERIAL.
7. THE CITY INSPECTOR MUST BE PRESENT FOR ALL SUBGRADE PREPARATION, STONE BASE AND ASPHALT PAVING.
8. ANY REQUIRED STORM DRAINAGE CONSTRUCTION OR RECONSTRUCTION ASSOCIATED WITH THIS PLAN SHALL BE
PERFORMED AT OWNER'S EXPENSE.
9. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. ALL
CONSTRUCTION MUST CONFORM TO THE UNDERGROUND UTILITY PROTECTION ACT. WHEELCHAIR RAMPS WITH
TRUNCATED DOMES (BLACK PAVER TYPE) ARE REQUIRED WHERE SIDEWALKS INTERSECT CURB AND GUTTER.
10. EACH SINGLE-FAMILY UNIT WILL INDEPENDENTLY APPLY FOR WATER AND SEWER CONNECTIONS. CONTRACTOR IS
RESPONSIBLE FOR ALL PERMITS AND FINALIZING INSTALLATION.
LEGEND
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EXISTING PROPERTY LINE
PROPOSED LOT LINE
STREAM BUFFER
PROPOSED LOT NUMBERS
PROPOSED RIGHT OF WAY
Know whars below.
Call before you dig.
cJ r
•OC associates
designing place10 s for generations
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dprassociates.net
INC Firm License # C-0560
CLIENT / OWNER
TRUE HOMES, LLC. SHAUN GASPARINI
2649 BREKONRIDGE CENTER DR.
CHARLOTTE, NC 28110
704-271-1191
SURVEYOR
PROVIDENCE LAND GROUP, PLLC.
3716 PROVIDENCE ROAD SOUTH
WAXHAW, NC 28173
704-400-0117
GEOTECHNICAL
SUMMIT ENGINEERING, LABORATORY&TESTING, P.C.
CNETRE CIRCLE DRIVE
FORT MILL, SC
704-504-1717
CONSULTANT 3
KEY MAP
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PROJECT
MOUNTAIN VIEW
GROVE
MITCHEM RD.
GASTONIA, NC.
PROJECT NUMBER
21036
DATE
09/10/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
NO REVISION, ORIGINAL
0 08/24/2021 SUBMISSION RJ/JM/HN
PER 1 ST SUBMITTAL
1 11/19/2021 COMMENTS JM/HN
PROJ. MANAGER: HY
DRAWN BY: RT/JM
CHECKED BY: HY
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COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"