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Home My WebLink AboutNCC213820_Site Plan or Location Map_20210630SHEET LIST TABLE ORIGINAL ISSUE DATE REVISION DATE REVISION NUMBER SHEET NO. SHEET TITLE C1.0 COVER SHEET 0210212021 0512812021 B C1.1 NOTES AND LEGENDS 0210212021 0512812021 B C1.2 NCDEQ NOTES 0210212021 0512812021 B C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN 0210212021 0512812021 B C3.0 SITE PLAN 0210212021 0512812021 B C3.1 SITE PLAN NOTES AND DETAILS 0210212021 0512812021 B C4.0 EROSION CONTROL PHASE 1 PLAN 0210212021 0512812021 B C5.0 EROSION CONTROL PHASE 2 PLAN 0210212021 0512812021 B C6.0 GRADING PLAN 0210212021 0512812021 B C6.1 SAND FILTER BMP DETAIL 0210212021 0512812021 B C6.2 STORM DRAINAGE AREA MAP 0210212021 0512812021 B C6.3 STORM SYSTEM CHART 0210212021 0512812021 B C6.4 OFF -ROAD & OFFSITE STORM PROFILES 0210212021 0512812021 B C7.0 UTILITY PLAN 0210212021 0512812021 B C7.1 WATER LINE JACK AND BORE PROFILE 0210212021 0512812021 B C7.2 SANITARY SEWER PLAN AND PROFILE SSMH#1 TO SSMH#4 0210212021 0512812021 B C7.3 SANITARY SEWER PLAN AND PROFILE SSMH#4 TO SSMH#6 0210212021 0512812021 B C7.4 SANITARY SEWER PLAN AND PROFILE SSMH#3 TO SSMH#8 0210212021 0512812021 B C7.5 SANITARY SEWER PLAN AND PROFILE SSMH#8 TO SSMH#10 0210212021 0512812021 B C7.6 SANITARY SEWER PLAN AND PROFILE SSMH#5 TO SSMH#12 0210212021 0512812021 B C7.7 SANITARY SEWER PLAN AND PROFILE SSMH#9 TO SSMH#11 0210212021 0512812021 B C8.0 RUBY DIXON CROSSING DRIVE PLAN & PROFILE STA 0+00 TO 6+44.21 0210212021 0512812021 B C8.1 DIXON MILL DRIVE PLAN AND PROFILE STA 0+00 TO 2+00 0210212021 0512812021 B C8.2 RUBY MILL DRIVE PLAN AND PROFILE STA. 2+00 TO 10+00 0210212021 0512812021 B C8.3 WINN MILL DRIVE PLAN AND PROFILE STA 0+00 TO 2+19.77 0210212021 0512812021 B C9.1 RUBY DIXON CROSSING DRIVE SIGHT DISTANCE PLAN AND PROFILE 0210212021 0512812021 B C9.2 NEAL HAWKINS ROAD IMPROVEMENT PLAN 0210212021 0512812021 B C9.3 NCDOT TRAFFIC CONTROL PLAN 0210212021 0512812021 B C10.0 OVERALL LANDSCAPING PLAN 0210212021 0512812021 B C10.1 LANDSCAPING PLAN (SOUTH) 0210212021 0512812021 B C10.2 LANDSCAPING PLAN (NORTH) 0210212021 0512812021 B C11.0 GENERAL SITE DETAILS 0210212021 0512812021 B C11.1 GENERAL SITE DETAILS 0210212021 0512812021 B C11.2 NCDOT DETAILS 0210212021 0512812021 B C12.0 EROSION CONTROL DETAILS 0210212021 0512812021 B C12.1 EROSION CONTROL DETAILS 0210212021 0512812021 B C12.2 EROSION CONTROL DETAILS 0210212021 0512812021 B C13.0 STORM SYSTEM DETAILS 0210212021 0512812021 B C13.1 STORM SYSTEM DETAILS 0210212021 0512812021 B C13.2 STORM SYSTEM DETAILS 0512812021 B C14.0 UTILITY DETAILS 0210212021 0512812021 B C14.1 UTILITY DETAILS 0210212021 0512812021 B SURVEY 0210212021 0512812021 B RUBY DIXON CROSSING SINGLE-FAMILY ATTACHED DEVELOPMENT RAW �b '` s°,9� A ",FOIL NM1 25 26 27 6 28 39 O 3 73 40 72 41 L 42 O'43 71 Q� T70 AC 2 668 30 31 32 33 / 34 35 36 /,70 0 J �V OVERALL SITE 100, 0 100, 200' SCALE: 1 "=100' (Horiz.) NOTE: CONTRACTOR SHALL REVIEW THESE PLANS IN CONJUNCTION WITH WITH THE CITY OF GASTONIA CURRENT SPECIFICATIONS AND STANDARD DETAILS FOR THE CITY OFF, GASTONIA, NCDEQ, NCDOT AND OTHER JURISDICTIONS HAVING AUTHORITY BROO_""'LINE • OVER THE PROJECT PRIOR TO 1) BIDDING THE PROJECT, 2) COMMENCING ® CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE HOMES GASTON COUNTY,NC 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. can before you dig. B A REV.NO. NAME: BROOKLINE HOMES, LLC ADDRESS: 425 E. CATAWBA STREET BELMONT, NC 28012 PHONE #: 704-953-4329 SITE STATISTICS TAX MAP & PARCEL #: PROJECT AREA: COMMON OPEN SPACE AREA: TREE SAVE AREA: ZONING: WATERSHED: EXISTING LAND USE: PROPOSED LAND USE: NUMBER OF LOTS: MINIMUM SETBACKS: FRONT SIDE REAR TOTAL LENGTH OF ROADS: RUBY DIXON CROSSING DRIVE RUBY MILL DRIVE DIXON MILL DRIVE WINN MILL DRIVE FEMA MAP NUMBER: FEMA MAP REVISED: STORMWATER NOTES: VICINITY MAP N.T.S. HUDSON BLVD OQ Q� ti Fyn FALCONS ti y9T FSTC 09O OOP �P SITE P� �O �0 �O DEVELOPER NAME: BROOKLINE HOMES ANDI DIRKSCHNEIDER ADDRESS: 425 E CATAWBA DR. BELMONT, NC 28012 PHONE #: (704) 953-4329 EMAIL: A.DIRK@MYBROOKLINEHOME.COM 139551,139540,139550 ±8.694 ACRES +/-0.95 ACRES (TO BE MAINTAINED BY HOA) N/A RMF-CD CROWDERS CREEK VACANT SINGLE FAMILY ATTACHED 80 20' MIN. FROM THE BACK OF THE SIDEWALK OR RAN WHICHEVER IS GREATER 0' 20' MIN. 644 LF 783 LF 200 LF 220 LF 3710354400J 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 (704) 866-6015 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). THE DEVELOPER'S CONTRACTOR WILL BE REQUIRED TO RELOCATE WATER METERS OUT OF DRIVEWAYS. PRELIMINARY PLAT NOTE: - THIS PRELIMINARY PLAT WAS APPROVED BY THE G.P.C. ON XX-XX-XXXX. THIS APPROVAL SHALL NOT CONSITUTE AUTHORITY FOR RECORDING THIS PLAT. APPROVAL IS SUBJECT TO THE FOLLOWING MODIFICATIONS. REVISION # SUMMARY OF REVISION -ADDRESSED COUNTY COMMENTS AAADJUSTED ROAD TO JOIN OTHER PROPERTY. -ADJUSTED BUILDING LAYOUT. -EC CHANGES -ADDRESSED CITY COMMENTS B -MOVED WATERLINE TO STANDARD LOCATIONS Ac A A REVIEW DRAWINGS NOT FOR CONSTRUCTION 05/28/21 ADDRESSED CITY COMMENTS 0512812021 ADDRESSED COUNTY COMMENTS 0410812021 DESCRIPTIONS DATE ttttttrrrrrfrr� S AL =_ 039112 ••FNGI k�E��•:� ze•J. ��rrrr r i+1t'05/28/2021 CIVIL ENGINEER e`4*�NxIQM&CREED 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704) 841-2588, Fax: (704) 841-2567 NC License# F-1222 www.mckimcreed.com (D z U) U) O U z O X W I..1_ T_ 0 O O CID O U z z Z) O U z O Q (D Q z O U) Q 0 U