NCC224061_Site Plan or Location Map_20230104

VICINITY MAP N.T.S.
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NOTE:
CONTRACTOR SHALL REVIEW THESE PLANS IN
CONJUNCTION WITH WITH THE CURRENT
SPECIFICATIONS AND STANDARD DETAILS FOR THE
CITY OF GASTONIA, NCDEQ, NCDOT AND OTHER
JURISDICTIONS HAVING AUTHORITY OVER THE
PROJECT PRIOR TO 1) BIDDING THE PROJECT, 2)
COMMENCING CONSTRUCTION OF THE PROJECT.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY IF ANY DISCREPANCIES EXIST THAT
WILL RESULT IN THE CONSTRUCTION NOT BEING IN
COMPLIANCE WITH AFOREMENTIONED
SPECIFICATIONS AND DETAILS.
Sheet List Table
ORIGINAL
ISSUE DATE
REVISION
DATE
REVISION
NUMBER
SHEET NO.
SHEET TITLE
C1.0
COVER SHEET
12122121
09113122
D
C1.1
GENERAL NOTES
12122121
07101122
D
C1.2
NCDEQ NOTES
12122121
07101122
D
C1.3
TOPOGRAPHIC SURVEY
11123121
C1.4
ALTAINSPS LAND TITLE SURVEY
12121120
C1.5
REZONING CONDITIONS
12122121
07101122
D
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
12122121
07101122
D
C2.1
EXISTING CONDITIONS & DEMOLITION PLAN ENLARGED
12122121
07101122
D
C2.2
EXISTING CONDITIONS & DEMOLITION PLAN ENLARGED
12122121
07101122
D
C2.3
EXISTING CONDITIONS & DEMOLITION PLAN ENLARGED
12122121
07101122
D
C2.4
EXISTING CONDITIONS & DEMOLITION PLAN ENLARGED
12122121
07101122
D
C3.0
SITE PLAN
12122121
07101122
D
C3.1
SITE PLAN ENLARGED
12122121
07101122
D
C3.2
SITE PLAN ENLARGED
12122121
07101122
D
C3.3
SITE PLAN ENLARGED
12122121
07101122
D
C3.4
SITE PLAN ENLARGED
12122121
07101122
D
C4.0
EROSION CONTROL PLAN STAGE 1
12122121
07101122
D
C4.1
EROSION CONTROL PLAN STAGE 1 ENLARGED
12122121
07101122
D
C4.2
EROSION CONTROL PLAN STAGE 1 ENLARGED
12122121
07101122
D
C4.3
EROSION CONTROL PLAN STAGE 1 ENLARGED
12122121
07101122
D
C4.4
EROSION CONTROL PLAN STAGE 1 ENLARGED
12122121
07101122
D
C5.0
EROSION CONTROL PLAN STAGE 2
12122121
07101122
D
C5.1
EROSION CONTROL PLAN STAGE 2 ENLARGED
12122121
07101122
D
C5.2
EROSION CONTROL PLAN STAGE 2 ENLARGED
12122121
07101122
D
C5.3
EROSION CONTROL PLAN STAGE 2 ENLARGED
12122121
07101122
D
C5.4
EROSION CONTROL PLAN STAGE 2 ENLARGED
12122121
07101122
D
C6.0
GRADING PLAN
12122121
07101122
D
C6.1
GRADING PLAN ENLARGED
12122121
07101122
D
C6.2
GRADING PLAN ENLARGED
12122121
07101122
D
C6.3
GRADING PLAN ENLARGED
12122121
07101122
D
C6.4
GRADING PLAN ENLARGED
12122121
07101122
D
C6.5
STORM SYSTEM PROFILES
12122121
07101122
D
C6.6
STORM SYSTEM PROFILES
12122121
07101122
D
C6.7
STORM SYSTEM PROFILES
12122121
07101122
D
C6.8
STORM SYSTEM PROFILES
12122121
07101122
D
C6.9
STORM SYSTEM PROFILES
12122121
07101122
D
C6.10
STORM SYSTEM PROFILES
12122121
07101122
D
C6.11
STORM SYSTEM PROFILES
12122121
07101122
D
C6.12
DRAINAGE AREA PLAN
12122121
07101122
D
C7.0
UTILITY PLAN
12122121
09130122
E
C7.1
UTILITY PLAN ENLARGED
12122121
09130122
E
C7.2
UTILITY PLAN ENLARGED
12122121
09130122
E
C7.3
UTILITY PLAN ENLARGED
12122121
09130122
E
C7.4
WATERLINE JACK AND BORE PROFILE
04104122
09130122
E
C7.5
SANITARY SEWER PLAN & PROFILE
12122121
07101122
D
C7.6
SANITARY SEWER PLAN & PROFILE
12122121
07101122
D
C7.7
SANITARY SEWER PLAN & PROFILE
12122121
07101122
D
C7.8
SANITARY SEWER PLAN & PROFILE
12122121
07101122
D
C7.9
WATERLINE PROFILES
O4104122
09130122
E
C7.10
WATERLINE PROFILES
O4104122
09130122
E
C7.11
WATERLINE PROFILES
O4104122
09130122
E
C7.12
WATERLINE PROFILES
O4104122
09130122
E
C7.13
WATERLINE PROFILES
O4104122
09130122
E
C8.0
ROADWAY IMPROVEMENT PLAN
12122121
07101122
D
C8.1
ROADWAY IMPROVEMENT PLAN
04104122
07101122
D
C8.2
TRAFFIC CONTROL PLAN
12122121
07101122
D
C8.3
WILD TURKEY COURT SIGHT DISTANCE PLAN AND PROFILE
12122121
07101122
D
C8.4
MARSH HAWK STREET SIGHT DISTANCE PLAN AND PROFILE
12122121
07101122
D
C8.5
U.S. HWY 321 - CROSS SECTIONS (STA. 0+50 & 0+93)
09114122
09113122
D
C8.6
U.S. HWY 321 - CROSS SECTIONS (STA 1+00 & 1+50)
09114122
09113122
D
C8.7
U.S. HWY 321 - CROSS SECTIONS (STA 2+00 & 2+50)
09114122
09113122
D
C8.8
U.S. HWY 321 - CROSS SECTIONS (STA 3+00 & 3+50
09114122
09113122
D
C8.9
U.S. HWY 321 - CROSS SECTIONS (STA 4+00 & 4+46)
09114122
09113122
D
C9.0
LANDSCAPE PLAN
12122121
07101122
D
C9.1
LANDSCAPE PLAN ENLARGED
12122121
07101122
D
C9.2
LANDSCAPE PLAN ENLARGED
12122121
07101122
D
C9.3
LANDSCAPE PLAN ENLARGED
12122121
07101122
D
C10.0
SITE DETAILS
12122121
07101122
D
C10.1
SITE DETAILS
12122121
07101122
D
C11.0
EROSION CONTROL DETAILS
12122121
07101122
D
C11.1
EROSION CONTROL DETAILS
12122121
07101122
D
C11.2
EROSION CONTROL DETAILS
12122121
07101122
D
C12.0
GRADING & DRAINAGE DETAILS
12122121
07101122
D
C12.1
GRADING & DRAINAGE DETAILS
12122121
07101122
D
C13.0
UTILITY DETAILS
12122121
07101122
D
C13.1
UTILITY DETAILS
12122121
07101122
D
C13.2
UTILITY DETAILS
12122121
07101122
D
C14.0
STORMWATER CONTROL MEASURE DETAILS
12122121
07101122
D
OWNER
NAME: MCP NORTHGLENN LLC
ADDRESS: 40 W. 57TH ST., SUITE 1420
NEW YORK, NY 10019
RESERVE AT RANKIN LAKE PHONE #: [phone]
EMAIL: [e-mail]
DEVELOPER
NAME: MCP ACQUISITIONS, LLC
ADDRESS: 40 W. 57TH ST., SUITE 1420
NEW YORK, NY 10019
PHONE #: [phone]
SINGLE=FAMILY, MULTI=FAMILY RESIDENTIAL EMAIL: [e-mail]
AND COMMERCIAL OUTPARCEL SITE STATISTICS
TAX MAP & PARCEL #: 100219
MANDRAKE
C P I TA ° I'. R T N ER
15-
Know what's below.
Call before you dig.
OVERALL SITE
200' 0 200' 400'
SCALE: 1 "=200' (Horiz.)
CITY OF GASTONIA
GASTON COUNTY, NC
PROJECT AREA: 32.99 ACRES
ZONING: C-3 CD (FILE #9313)
WATERSHED: LONG CREEK
EXISTING LAND USE: VACANT/WOODED
PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL, MULTI -FAMILY
RESIDENTIAL, COMMERCIAL
NUMBER OF UNITS: 238 UNITS
- 3 APARTMENT BUILDINGS (42 UNITS/BLDG) 126 UNITS
-COTTAGES 46 UNITS
- 33 DUPLEXES (2 UNITS/BLDG) 66 UNITS
TOTAL LENGTH OF ROADS
WILD TURKEY COURT (PRIVATE)
1,065 LF
MARSH HAWK STREET (PRIVATE)
1,170 LF
WATERFOWL STREET (PRIVATE)
463 LF
SWAN ALLEY (PRIVATE)
1,102 LF
FEMA MAP NUMBER: 3710354600J
FEMA MAP REVISED: 09/28/2007
COMMON OPEN SPACE (COS):
REQUIREMENTS: 200 UNITS x 800 SF = 160,000 SF
38 UNITS x 400 SF = 15,200 SF
TOTAL = 175,200 SF OF OPEN SPACE AREA.
75% REDUCTION FOR GREENWAY = 43,800 SF OF OPEN SPACE AREA
IMPROVED COS REQUIRED: 32,850 SF (0.75 AC.)
IMPROVED COS PROVIDED: 0.81 AC.
NON -IMPROVED COS REQUIRED: 10,950 SF (0.25 AC.)
NON -IMPROVED COS PROVIDED: 1.50 AC.
TOTAL COS: 2.31 AC.
STORMWATER NOTES:
- MAXIMUM INTERNAL VELOCITY IN RCP SYSTEMS SHALL BE 20 FT/SEC.
- THE FIELD INSPECTOR, WITH APPROVAL FROM THE CITY ENGINEER, SHALL HAVE THE AUTHORITY TO
REQUIRE ADDITIONAL RIP -RAP ALONG DRAINAGE AREAS WHERE WARRANTED BY POSSIBLE EROSION OR
WHERE DRAINAGE AREAS CROSS OTHER UTILITIES.
- THE FIELD INSPECTOR, WITH APPROVAL FROM THE CITY ENGINEER, SHALL HAVE THE AUTHORITY TO
REQUIRE EXTENSIONS FROM THE PROPOSED STORM DRAINAGE SYSTEMS WHERE FIELD CONDITIONS SO
WARRANT.
- STORM DRAINAGE SYSTEMS SHALL BE DESIGNED TO TERMINATE SO AS NOT TO REQUIRE TAIL DITCHES
WITHIN THE 100 YEAR FLOOD PLAIN AREA. IF EXTENUATING CIRCUMSTANCES EXIST, ANY TAIL DITCHING
WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
CONSTRUCTION.
- OPEN DRAINAGE SYSTEMS RECEIVING GREATER THAN ONE (1) ACRE OF DRAINAGE AREA SHALL NOT BE
ALLOWED TO DISCHARGE OVER THE STREET CURB WITHOUT A STORM DRAINAGE SYSTEM DESIGNED IN
ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. OPEN DRAINAGE SYSTEMS OF GREATER
THAN ONE (1) ACRE OF DRAINAGE AREA SHALL BE PIPED WITH STORM DRAINAGE SYSTEMS, IN
ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS, BEHIND THE RIGHT-OF-WAY, OR AS POLICY
MAY DICTATE AT THE REAR PROPERTY LINE.
- THE DEVELOPER'S ENGINEER SHALL BE REQUIRED TO ASSURE IN AREAS BEING DEVELOPED, THAT
ADEQUATE DRAINAGE FACILITIES WILL BE INSTALLED, AS PER CITY STANDARDS AND SPECIFICATIONS, AT
ALL STREET INTERSECTIONS SO AS TO PREVENT PONDING OF WATER IN THE STREET INTERSECTION
CURBS.
- CONSTRUCTION SHALL NOT BEGIN PRIOR TO A PRELIMINARY CONSTRUCTION INSPECTION OF THE SITE.
CONTACT THE OFFICE OF THE CONSTRUCTION ENGINEER / RIGHT-OF-WAY ADMINISTRATOR AT (704)
866-6015 AT LEAST ONE (1) WORKING DAY PRIOR TO BEGINNING CONSTRUCTION FOR INSPECTION.
- PROVIDE "COMPETENT" CARD CARRY INDIVIDUALS FOR OSHA REGULATIONS.
UTILITY NOTES:
SEWER
- CONTRACTOR TO PROVIDE VIDEO OF COMPLETED SANITARY SEWER AS REQUIRED BY THE COG.
- CONTRACTOR TO PROVIDE COMPACTION TESTING FOR THE INSTALLATION OF ALL SANITARY SEWER LINES IN
FILL AREAS.
WATER
- CONTRACTOR TO COORDINATE WATER & SEWER TAPS TO MINIMIZE CONFLICTS WITH DRIVEWAYS.
(WATER METERS ARE NOT TO BE LOCATED IN DRIVEWAYS OR SIDEWALKS).
- ALL WATER AND SEWER TAPS TO BE INSTALLED BY DEVELOPER'S UTILITY CONTRACTOR WITH APPROVAL OF
CITY OF GASTONIA/TWO RIVERS UTILITIES.
- TAP APPLICATION AND TAP MATERIALS MUST BE SUBMITTED TO TWO RIVERS UTILITIES FOR REVIEW PRIOR
TO THE PRECONSTRUCTION MEETING.
REVISION #
SUMMARY OF REVISION
ADDED TD #6 TO PREVENT SITE RUNOFF FROM ENTERING CWD. MODIFIED CONSTRUCTION
ENTRANCE #2 TO ENSURE RUNOFF DOES NOT ENTER ROAD. MODIFIED BYPASS PIPE OUTLET.
ADDRESSED CITY COMMENTS.
©
ADDRESSED CITY COMMENTS.
ADDRESSED CITY COMMENTS AND ADDED NCDOT CROSS SECTIONS.
ADDRESSED CITY COMMENTS.
FINAL DESIGN NOT RELEASED
FOR CONSTRUCTION
09/30/2022
E ADDRESSED COMMENTS FROM CITY OF GASTONIA 09/30/22
D ADDRESSED COMMENTS FROM CITY OF GASTONIA 09/13/22
C ADDRESSED COMMENTS FROM CITY OF GASTONIA 07/01/22
B ADDRESSED COMMENTS FROM CITY OF GASTONIA 04/04/22
A I ADDRESSED COMMENTS FROM GASTON COUNTY 01/28/22
REV.NO. I DESCRIPTIONS DATE
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CIVIL ENGINEER
�NFICM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
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