NCC213794_Site Plan or Location Map_20210702

Sheet List Table
ORIGINAL
ISSUE DATE
REVISION
DATE
REVISION
NUMBER
SHEET NUMBER
SHEET TITLE
C1.0
COVER
03125121
06114121
B
C1.1
GENERAL NOTES & LEGENDS
03125121
06114121
B
C1.2
NCDEQ NOTES
03125121
06114121
B
C2.0
OVERALL EXISTING CONDITIONS & DEMOLITION PLAN
03125121
06114121
B
C2.1
EXISTING CONDITIONS & DEMOLITION PLAN (NORTHWEST)
03125121
06114121
B
C2.2
EXISTING CONDITIONS & DEMOLITION PLAN (NORTHEAST)
03125121
06114121
B
C2.3
EXISTING CONDITIONS & DEMOLITION PLAN (SOUTHWEST)
03125121
06114121
B
C2.4
EXISTING CONDITIONS & DEMOLITION PLAN (SOUTHEAST)
03125121
06114121
B
C3.0
OVERALL SITE PLAN
03125121
06114121
B
C3.1
SITE PLAN (NORTHWEST)
03125121
06114121
B
C3.2
SITE PLAN (NORTHEAST)
03125121
06114121
B
C3.3
SITE PLAN (SOUTHWEST)
03125121
06114121
B
C3.4
SITE PLAN (SOUTHEAST)
03125121
06114121
B
C3.5
SITE NOTES AND DETAILS
03125121
06114121
B
C4.0
OVERALL STAGE 1 - EROSION CONTROL PLAN
03125121
06114121
B
C4.1
STAGE 1 - EROSION CONTROL PLAN (NORTHWEST)
03125121
06114121
B
C4.2
STAGE 1 - EROSION CONTROL PLAN (NORTHEAST)
03125121
06114121
B
C4.3
STAGE 1 - EROSION CONTROL PLAN (SOUTHWEST)
03125121
06114121
B
C4.4
STAGE 1 - EROSION CONTROL PLAN (SOUTHEAST)
03125121
06114121
B
C5.0
OVERALL STAGE 2 - EROSION CONTROL PLAN
03125121
06114121
B
C5.1
STAGE 2 - EROSION CONTROL PLAN (NORTHWEST)
03125121
06114121
B
C5.2
STAGE 2 - EROSION CONTROL PLAN (NORTHEAST)
03125121
06114121
B
C5.3
STAGE 2 - EROSION CONTROL PLAN (SOUTHWEST)
03125121
06114121
B
C5.4
STAGE 2 - EROSION CONTROL PLAN (SOUTHEAST)
03125121
06114121
B
C6.0
OVERALL GRADING PLAN
03125121
06114121
B
C6.1
GRADING PLAN (NORTHWEST)
03125121
06114121
B
C6.2
GRADING PLAN (NORTHEAST)
03125121
06114121
B
C6.3
GRADING PLAN (SOUTHWEST)
03125121
06114121
B
C6.4
GRADING PLAN (SOUTHEAST)
03125121
06114121
B
C6.5
SAND FILTER BMP DETAIL
03125121
06114121
B
C6.6
STORM DRAINAGE AREA MAP
03125121
06114121
B
C6.7
STORM DRAINAGE CHART
03125121
06114121
B
C6.8
OFF ROAD & OFFSITE STORM PROFILES
03125121
06114121
B
C6.9
OFF ROAD & OFFSITE STORM PROFILES
03125121
06114121
B
C6.10
OFF ROAD & OFFSITE STORM PROFILES
03125121
06114121
B
C7.0
OVERALL UTILITY PLAN
03125121
06114121
B
C7.1
UTILITY PLAN (NORTHWEST)
03125121
06114121
B
C7.2
UTILITY PLAN (NORTHEAST)
03125121
06114121
B
C7.3
UTILITY PLAN (SOUTHWEST)
03125121
06114121
B
C7.4
UTILITY PLAN (SOUTHEAST)
03125121
06114121
B
C7.5
SANITARY SEWER PLAN & PROFILE MH1 - MH1.1 & MH1.1 - MH4
03125121
06114121
B
C7.6
SANITARY SEWER PLAN & PROFILE MH2 - MH7
03125121
06114121
B
C7.7
SANITARY SEWER PLAN & PROFILE MH7 - MH10 & MH3 - MH12
03125121
06114121
B
C8.0
RHYNE COURT PLAN & PROFILE
03125121
06114121
B
C8.1
RATCHFORD ROAD PLAN & PROFILE
03125121
06114121
B
C8.2
FEATHERSTONE WAY PLAN & PROFILE
03125121
06114121
B
C8.3
ROAD RUNNER ALLEY PLAN & PROFILE
03125121
06114121
B
C8.4
ROAD RUNNER ALLEY PLAN & PROFILE
03125121
06114121
B
C8.5
MOONEY ALLEY PLAN & PROFILE
03125121
06114121
B
C8.6
GRINGLES AVENUE PLAN & PROFILE
03125121
06114121
B
C9.0
RHYNE COURT SIGHT DISTANCE
03125121
06114121
B
C9.1
RATCHFORD ROAD SIGHT DISTANCE
03125121
06114121
B
C9.2
TRAFFIC CONTROL PLAN
03125121
06114121
B
C9.3
TRAFFIC CONTROL PLAN
03125121
06114121
B
C10.0
OVERALL LANDSCAPE PLAN
03125121
06114121
B
C10.1
LANDSCAPE PLAN (NORTHWEST)
03125121
06114121
B
C10.2
LANDSCAPE PLAN (NORTHEAST)
03125121
06114121
B
C10.3
LANDSCAPE PLAN (SOUTHWEST)
03125121
06114121
B
C10.4
LANDSCAPE PLAN (SOUTHEAST)
03125121
06114121
B
C11.0
GENERAL SITE DETAILS
03125121
06114121
B
C11.1
GENERAL SITE AND PAVEMENT MARKINGS DETAILS
03125121
06114121
B
C12.0
EROSION CONTROL DETAILS
03125121
06114121
B
C12.1
EROSION CONTROL DETAILS
03125121
06114121
B
C12.2
EROSION CONTROL DETAILS
03125121
06114121
B
C13.0
STORM DETAILS NCDOT
03125121
06114121
B
C13.1
STORM DETAILS GASTONIA
03125121
06114121
B
C14.0
UTILITY DETAILS
03125121
06114121
B
C14.1
UTILITY DETAILS
03125121
06114121
B
1-1
SURVEY
03125121
RHYNE COURT
SINGLE FAMILY ATTACHED DEVELOPMENT
P
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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 � BR0(j-"'f"\""--L1NE
• OVER THE PROJECT PRIOR TO 1) BIDDING THE PROJECT, 2) COMMENCING
® CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE HOMES
ENGINEER IMMEDIATELY IF ANY DISCREPANCIES EXIST THAT WILL RESULT IN
THE CONSTRUCTION NOT BEING IN COMPLIANCE WITH AFOREMENTIONED
Know what's below. SPECIFICATIONS AND DETAILS.
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OVERALL SITE
100, 0 100, 200'
SCALE: 1 "=100' (Horiz.)
CITY OF GASTONIA
GASTON COUNTY, NC
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REV.NO.
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NAME: ANDREA DIRKSCHNEIDER
BROOKLINE HOMES
ADDRESS: 425 E CATAWBA DR
BELMONT, NC 28012
PHONE #: (980) 277 - 1306
SITE STATISTICS
TAX MAP & PARCEL #:
PROJECT AREA:
COMMON OPEN SPACE AREA:
ZONING:
WATERSHED:
EXISTING LAND USE:
PROPOSED LAND USE:
NUMBER OF LOTS:
MINIMUM SETBACKS:
FRONT
SIDE
REAR
TOTAL LENGTH OF ROADS:
RHYNE COURT
RATCHFORD ROAD
FEATHERSTONE WAY
FEMA MAP NUMBER:
FEMA MAP REVISED:
STORMWATER NOTES:
VICINITY MAP N.T.S.
DEVELOPER
NAME:
BROOKLINE HOMES
ANDI DIRKSCHEIDER
ADDRESS:
425 E CATAWBA DR.
BELMONT, NC 28012
PHONE #:
(980) 277 - 1306
EMAIL:
[e-mail]
227612, 137134, 227613
9.98 ACRES
+/- 0.502 ACRE (TO BE MAINTAINED BY HOA)
RMF
LONG CREEK
VACANT
SINGLE FAMILY ATTACHED
130
0' FROM R/W
0' BUILDING SEPARATION
20' BUILDING SEPARATION
557 LF
814 LF
382 LF
3710354600J
09/28/2007
- 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 CONSTRUCTION ENGINEER / RIGHT-OF-WAY ADMINISTRATOR AT [phone] AT LEAST
ONE (1) WORKING DAY PRIOR TO BEGINNING CONSTRUCTION.
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).
PRELIMINARY PLAT NOTE:
- THIS PRELIMINARY PLAT WAS APPROVED BY THE G.P.C. ON . THIS APPROVAL SHALL NOT
CONSTITUTE AUTHORITY FOR RECORDING THIS PLAT. APPROVAL IS SUBJECT TO THE FOLLOWING
MODIFICATIONS:
REVISION #
SUMMARY OF REVISION
A
ADDRESSED COUNTY COMMENTS AND REVISED SHEET C6.5.
0
ADDRESSED CITY'S FIRST REVIEW COMMENTS.
Ac
A
0
FINAL DESIGN -
NOT FOR CONSTRUCTION
06/ 14/2 021
ADDRESSED CITY COMMENTS
ADDRESSED COUNTY COMMENTS
DESCRIPTIONS
06/14/21
05/05/21
DATE
CAROB
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039112 _
06/14/2021
CIVIL ENGINEER
v�NxIQM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
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