Loading...
HomeMy WebLinkAboutNCC220972_Site Plan or Location Map_20220308SITE DATA PROJECT: WEXFORD (FORMERLY MANNING) ENGINEER: TIMMONS GROUP 5410 TRINITY ROAD; SUITE 102 RALEIGH, NC 27607 PHONE: 919-532-3281 FAX: 919-859-5663 MIKE ZACCARDO, PE EMAIL: MIKE.ZACCARDO@TIMMONS.COM DEVELOPER: JEFF PALMER EASTWOOD HOMES LAND ACQUISITION MANAGER TRIAD DIVISION 13980 PREMIER DRIVE, SUITE 120 HIGH POINT, NC 27265 PHONE: 919-699-2191 JPALMER@EASTWOODSHOMES.COM PROPERTY LOCATION: GIBSONVILLE OSSIPEE ROAD AND N. MANNING AVENUE ELON, ALAMANCE COUNTY, NORTH CAROLINA PINS: 8846-54-6133 & 8846-42-9966 PROPOSED ZONING: NEIGHBORHOOD RESIDENTIAL TOWNSHIP: BOONE STATION PROPOSED USE: SINGLE FAMILY RESIDENTIAL TOTAL TRACT AREA: 81.88 AC PHASE 1 AREA: 19.84 AC PHASE 2 AREA: 22.23 AC PHASE 3 AREA: 11.70 AC PHASE 4 AREA: 10.56 AC PHASE 5 AREA: 17.55 AC PHASE 1 & 2 QUANTITIES Sewer Manholes 32 EA 8" PVC Public Sanitary Sewer 3,358 LF 8" DIP Public Sanitary Sewer 1,969 LF Sewer Services 98 EA Water 8" PublicWatermain 3,815 LF 12" PublicWatermain 3,929 LF Water Services 98 EA Fire Hydrant Assemblies 17 EA 8" Gate Valves 21 EA 12" Gate Valves 16 EA 8" X 8" Tees 5 EA 12"X8"Tees 5 EA 12" X 12" Tees 1 EA 12" X 8" Reducers 1 EA 8" Blow Off Assemblies 3 EA 12" Blow Off Assemblies 1 EA Concrete/Asphalt Public Streets 5,955 LF Public5'Sidewalk 12,595 LF 2' Asphalt Wedge Curb 10,966 LF Private Storm Drainage 15" RCP 2,000 LF 18" RCP 48 LF 24" RCP - LF 30" RCP 325 LF 36" RCP 172 LF Flared End Section 5 EA Drop Inlet 21 EA Catch Basin 1 EA SCM (Wet Pond) 2 EA Public Storm Drainage 15" RCP 1,018 LF 18" RCP 1,509 LF 24" RCP 966 LF 30" RCP 698 LF 36" RCP 120 LF Flared End Section - EA Drop Inlet - EA Catch Basin 61 EA Junction Box - EA Site Data Number of Lots 98 GPD Usage Water 47,040 GPD Usage Sewer 29,400 Calculation for GPD Water (per Unit) 480 Calculation for GPD Sewer (per Unit) 300 PHASES 1 & 2 CONSTRUCTION DRAWINGS ELON, ALAMANCE COUNTY, NORTH CAROLINA VICINITY MAP PROPERTY OWNERS: MTS TRIAD LLC DB 4173, PG 0980 PARCEL ID 110188, 110124 GPIN# 8846-54-6133, 8846-42,9966 Site Plan, Development Plan, Subdivision Plan Approved by the Technical Review Committee is effective for 12 months, subject to the approval of any required street and utility plans and profiles and approval of a separate land -disturbing permit Director of Planning and Development Date Director of Public Works Date Town Engineer Date Town Manager Date Fire Chief Date Police Chief Date Note: Plan Approval represents the maximum possible development on the site. Additional reviews in the process (including Public Services Plan Review) could reduce the amount of development possible on site. Conformance with this approved plan is your responsibility; and any change in land use, lot lines, building locations, parking, drives, utility lines, landscaping, etc. must be resubmitted to the Planning Department to eliminate delays in the review proce Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 EXISTING CONDITIONS C2.0 OVERALL SITE PLAN C2.1 DETAILED SITE PLAN - SHEET 1 OF 2 C2.2 DETAILED SITE PLAN - SHEET 2 OF 2 C3.0 OVERALL UTILITY PLAN C3.1 DETAILED UTILITY PLAN - SHEET 1 OF 2 C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 2 C3.3 SANITARY SEWER SCHEDULE C4.0 OVERALL GRADING PLAN C4.1 DETAILED GRADING PLAN C4.2 DETAILED GRADING PLAN C4.3 OVERALL STORM DRAINAGE PLAN C4.4 DETAILED STORM DRAINAGE PLAN C4.5 DETAILED STORM DRAINAGE PLAN C4.6 STORM DRAINAGE SCHEDULE C5.1 CRICKET STREET (STA 9+00 TO 22+00) PLAN & PROFILE C5.2 CRICKET STREET (STA 22+00 TO 35+00) PLAN & PROFILE C5.3 CRICKET STREET (STA 33+00 TO 40+50) PLAN & PROFILE C5.4 SLANEY WOODS LANE (STA 9+50 TO 23+00) PLAN & PROFILE C5.5 SLANEY WOODS LANE (STA 22+00 TO 30+00) PLAN & PROFILE C5.6 SPAWELL STREET & BARNLAND LANE PLAN & PROFILE C5.7 HOLLYFIELD STREET PLAN & PROFILE C5.8 SCALLANS LANE & HEATHERFIELD DRIVE PLAN & PROFILE C5.9 GRANGE MEADOWS WAY PLAN & PROFILE C5.10 BOXBOROUGH DRIVE PLAN & PROFILE C5.11 BRANDEL DRIVE PLAN & PROFILE C5.12 SEAVERY STREET & SUMMERHILL COURT PLAN & PROFILE C5.13 TIMBERWELL ST PLAN & PROFILE C6.1 STORM OUTFALL PROFILES C6.2 STORM OUTFALL PROFILES C6.3 STORM OUTFALL PROFILES C6.4 STORM OUTFALL PROFILES C6.5 OFFSITE WATERLINE EXTENSION - SHEET 1 OF 2 C6.6 OFFSITE WATERLINE EXTENSION - SHEET 2 OF 2 C6.7 SANITARY SEWER OUTFALL PROFILES C7.1 SCM 1 PLAN & PROFILE C7.2 SCM 2 PLAN & PROFILE C7.3 SCM 3 PLAN & PROFILE C7.4 SCM 4 PLAN & PROFILE C7.5 SCM 5 PLAN & PROFILE C7.6 SCM NOTES & DETAILS C8.0 OVERALL LANDSCAPING PLAN C8.1 DETAILED LANDSCAPING PLAN - SHEET 1 OF 2 C8.2 DETAILED LANDSCAPING PLAN - SHEET 2 OF 2 C9.0 OVERALL LIGHTING PLAN C9.1 DETAILED LIGHTING PLAN - SHEET 1 OF 2 C9.2 DETAILED LIGHTING PLAN - SHEET 2 OF 2 C10.1 NOTES & DETAILS C10.2 NOTES & DETAILS C10.3 NOTES & DETAILS C10.4 NOTES & DETAILS C11.1 MANNING AVE TURN LANE PLAN C11.2 GIBSONVILLE-OSSIPEE RD TURN LANE PLAN %CA R0 ESS/0'��?'-9 Q � SEAL 022321 0 O. FNGINE�`�GQ���`� V NOT RELEASED FOR CONSTRUCTION U U (n O O O N E w U E a 3 0 U N � U-N � LUOoM U` Z ai LU M JLn X LL 0 � . -i V14 T Ln = C � L o� Ln 01 J LU V) 0 c� 0 0 w w U Q z 0 0 z O a U U) w 0 z O U) w U i DATE 0210912022 D RAW N BY 331 DESIGNED BY T. CROSS CHECKED BY M. ZACCARDO SCALE N/A U N z N �O z rl Ln O U � U w U 0 Q LU Vl Q z W z � U Q o LU J o0 Q o U z � J w a_ a 0� U L.L O LU X J LU z 0 3:0 m Know what's below. JOB NO. U11 before you did 46308 SHEET NO. C0.0 L_