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LATHAM-WALTERS
MANUALS REFERENCED THROUGHOUT PLANS ARE: E11;.;::I.;:liRING,INC.
- TOWN OF MOORESVILLE LAND DEVELOPMENT DESIGN STANDARDS (JUNE 2018) .LTC.C-1815
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CANARY LANE 586.92 L.F. N.T.S.
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NIGHTHAWK TRAIL 434.23 L.F. °
PLOVER LANE 708.92 L.F. NCDOT DRIVEWAY PERMIT #D122-049-23-00037 *,°°, A I9-;�.r
MOORESVILLE TOWN PROJECT #638633 °;t``-5; `P,,��
STORM BMP QUANTITIES ROCKY RIVER SUBDIVISION IREDELL EC PROJECT ID:MVILLE-2023-093
ASPHALT 4,200 S.Y.
CURB AND GUTTER 4010 L.F. Sheet List Table
SIDEWALK 24,000 S.F ROCKY RIVER ROAD
Sheet Number Sheet Title NEST
MOORESVILLE NC 28115 C COVER COMMUNITIES,
LLC
STORM BMP QUANTITIES C1.0 EXISTING CONDITIONS
2X3 RISER STRUCTURE 1 C2.0 SITE PLAN 236 SUITE 7Y DR,
18"RCP 58 L.F. IREDELL COUNTY C2.1 SITE PLAN-AERIAL VIEW MOORESVILLE,NC,28117
PHONE:(252)489-3753
vmoore@nestcommun ities.com
FLARED END SEC770N (FES) 5 C2.2 SITE DETAILS
C2.3 SITE DETAILS
C3.0 LIGHTING PLAN
SEWER MAIN QUANTITIES CIVIL PLANS z 0,
8"PVC SDR-26 11304.22 L.F. C4.0 SIGNAGE PLAN _
8"DIP 363 L.F. C5.0 EROSION CONTROL PLAN PHASE 1 0
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SEWER MHs 8 C5.1 EROSION CONTROL PLAN PHASE 2 - U
C5.2 EROSION CONTROL DETAILS z
C5.3 EROSION CONTROL DETAILS > w
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C5.4 EROSION CONTROL DETAILS 0
WATER MAIN QUANTITIES 03
12x8 TAPPING SLEEVE 1 FOR C5.5 EROSION CONTROL DETAILS
8"PVC C900 SDR 14 1,671.85 L.F. C5.6 EROSION CONTROL-NCG-01 D oLu W
FIRE HYDRANT ASSEMBLIES 3 C6.O GRADING PLAN L 0
C7.0 STORM DRAINAGE SCHEDULE 0
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DOMES77C METERS 42 C7.1 STORM DRAINAGE DETAILS > Q
3 C7.2 STORM DRAINAGE DETAILS L
C8.0 CANARY LANE PLAN&PROFILE w
236 RACEWAY DRIVE SUITE 7 C8.1 NIGHTHAWK TRAIL PLAN &PROFILE Y >
STORM INLET QUANTITIES 15"RCP 880.5 L.F. C8.2 PLOVER LANE PLAN &PROFILE 0 E 18"RCP 880.5 L.F. MOORESVILLE, NC 28117
C9.0 UTILITY PLAN 0 `S
24"RCP 85.0 L.F. C10.0 PLOVER LANE SANITARY SEWER PLAN &PROFILE
30"RCP 216.5 L.F. (252) 489-3753 C10.1 NIGHTHAWK TRAIL SANITARY SEWER PLAN &PROFILE iY
42"RCP 993.0 L.F.
SINGLE CATCH BASIN (CB) 17 C10.2 CANARY LANE SANITARY SEWER PLAN &PROFILE
MANHOLE(SDMH) 8 vmoore@nestcommunities.com C11.0 WATER DETAILS REVISIONS
REV NO.1:8/3/2023
FLARED END SECTION (FES) 1 C11.1 WATER DETAILS NCDOT COMMENTS:5/24/2023
EC COMENTS:
HEADWALL (HW) 3 TOME COMMENTS:6/26/2023/2023
DROP GRATE INLET(DGI) 4 C12.0 SEWER DETAILS REV NO.2:8/25/2023
C12.1 SEWER DETAILS NCDOT COMMENTS:8/14/2023
IREDELL EC COMMENTS:8/23/2023
C12.2 GENERAL NOTES REV N0.3:9/22/2023
SIDEWALK QUANTITY C13.0 LANDSCAPE PLAN TOM COMMENTS:9/6/2023
REV NO.4:11/10/2023
SIDEWALK 24443.59 S.F. C13.1 LANDSCAPE DETAILS TOM COMMENTS:10/17/2023
C14.0 WATER QUALITY PLAN
ROADWAY DECLARATION STATEMENT C15.0 DRAINAGE AREA MAP-STORM INLETS
1 DRAINAGE AREA MAP-BYPASS STORM PROJECT NO.:2022.01
PUBLIC: ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC. THE C15. SCALE N.T.S.
MAINTENANCE OF ALL STREETS/ROADS IN THIS SUBDIVISION SHALL BE THE C15.2 DRAINAGE AREA MAP-EROSION CONTROL
RESPONSIBILITY OF THE DEVELOPER AND IT SHALL BE THEIR RESPONSIBILITY TO BRING DRAWN BY:DAC
SUCH STREETS UP TO THE STANDARDS OF TOWN OF MOORESVILLE BEFORE ANY C15.3 DRAINAGE AREA MAP-BMP
STREETS ON THIS PLAT ARE ADDED INTO THE TOWN OF MOORESVILLE MAINTENANCE CHECKED BY:MSL
SYSTEM. C16.0 WETLAND AND STREAM DISTURBANCE OVERVIEW DATE 01/17/2023
8� CONTRABTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT ELISDNG C17°0 ROAD IMPROVEMENTS PLAN
UTILITIES LOWED LOED PRIOR TO BEGINNING CONSTRUCRON.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN,ETC..AS NECESSARY TO INSURE SAFETY SHEET NO:
TO THE PUBLIC.
j ��/ 0). ALL PAVEMENT CAROEP DEPARTMENT TO IE OR TANDDARDS OF TARE TO NO
Know what's below. STANDARDS PART 1826 SUBPART P,OR AB AMMENDED. C17.2 CANARY LANE INTERSECTION SIGHT DISTANCE
8 SHORING WLL BE ACCORDING TO OSHA BENCHING N.
C17.3 PLOVER LANE INTERSECTION SIGHT DISTANCE
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SHEET NO:
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`* 3). ALL PAVEMENT CUTS.CONCRETE OR ASPHALT,PRE TO
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o Know what's below. STANDARDS PAR 1928 SUBPAR P,OR AS MMENOEO.
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