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HomeMy WebLinkAboutNCC215867_Site Plan or Location Map_20211020IMPERVIOUS AREA DATA SITE DATA LEGEND SITE BOUNDARY EXISTING PROPERTY LINE PROPOSED LOT LINE PROPOSED BLDG SETBACK PROPOSED EASEMENT - - - - - - PROPOSED ROAD C/L PROPOSED ROW LINE CONVENTIONAL SOILS EXISTING WETLANDS OPEN SPACE (O.S.) GENERAL NOTES 1. BOUNDARY INFORMATION TAKEN FROM SURVEY BY LESTER STENCIL & ASSOCIATES,PA. DATED JANUARY 22, 2021. 2. EXISTING STRUCTURES TO BE REMOVED PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE BEFORE DIGGING. 4. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH WAKE COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 5. ALL STREETS SHALL BE PUBLIC. 6. ALL UTILITIES SHALL BE UNDERGROUND. 7. EACH LOT WILL BE SERVED BY A PRIVATE WELL. 8. EACH LOT WILL BE SERVED BY PRIVATE SEPTIC. 9. WAKE COUNTY EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. 10. CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION. 11. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. 12. STREET NAMES MUST BE APPROVED BY WAKE COUNTY GIS PRIOR TO FINAL PLAT. 13. DEDICATED OPEN SPACE AREAS, STORMWATER CONTROL MEASURES, AND DRAINAGE EASEMENTS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 14. HOMEOWNERS ASSOCIATION (HOA) IS RESPONSIBLE FOR MAINTENANCE OF MAIL KIOSK AND ALL LANDSCAPE BUFFERING. 15. ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS SHALL REFLECT THIS REQUIREMENT. 25' TREE AND I I VEGETATION BUFFER II III I UTILITY EASEMENT (TYP) I I PROPERTY LINE (TYP) I'I II II - --- I 5000 SF I.. I I. 5000 SF MAX IMP. MAX IMP. II O i z III � 21567 SF I'N ' I' 31,753 SF 0.75 AC 0:73 AC I� {{ PROPOSED ROAD (TYP) ,+ r ....... 1. . ........ 10'X70' SDT - EXISTING ROAD 50' TREE AND VEGETATION BUFFER Kum 0NU/ 1 OLWJ lkIa\ WE ELAWJ\[mil 0IMMALW10►WJ\m-WAn9-4U/1N\0I 60, 120' 20' DRAINAGE 0- AbL; TOTAL SITE AREA 33.65 AC 1,465,925 SF IMPERVIOUS IN LOTS (5,000 SF PER LOT) 3.56 AC 155,000 SF IMPERVIOUS IN ROADWAY & MAIL KIOSK 1.07 AC 46,505 SF TOTAL IMPERVIOUS 4.63 AC 201,505 SF PERCENT IMPERVIOUS OF TOTAL TRACT 13.75% OPEN SPACE DATA OPEN SPACE AREA #1 3.81 AC 165,935 SF OPEN SPACE AREA #2 0.50 AC 21,757 SF TOTAL OPEN SPACE PROVIDED 4.31 AC 187,692 SF (12.8%) STREET DATA NAME LENGTH TYPE ARROWSMITH 1204 LF 50' R/W, 20' PAVEMENT BRADY POINTE 720 LF 50' R/W, 20' PAVEMENT 1/4" PER FOOT -MA [�rl\raZ�mi ] -will IT, lr rVd N\ IT It SUBDIVIDER/DEVELOPER: MORGAN DEVELOPMENT COMPANY, LLC 8524 WALTER MYATT RD WILLOW SPRINGS, NC 27592 ENGINEER: TIMMONS GROUP KEITH ROBERTS, PE 5410 TRINITY ROAD, STE. 102 RALEIGH, NC 27607 PHONE: 919-866-4940 PROPERTY OWNER: MORGAN DEVELOPMENT COMPANY, LLC 8524 WALTER MYATT RD WILLOW SPRINGS, NC 27592 PIN #s = 0675-85-0361 DB = 017598, PG = 2262 FIRM MAP# = 3720067500K EXISTING ZONING = R-30 EXISTING USE = AGRICULTURE LOT BY LOT SUBDIVISION TOTAL EXISTING TRACT ACREAGE = 33.65 acres OPEN SPACE PROVIDED = 4.31 acres PROPOSED NUMBER OF LOTS = 31 PROPOSED DENSITY = 0.92 du/a AVERAGE LOT SIZE PROVIDED = 37,707 SF MINIMUM LOT SIZE PROVIDED = 30,333 SF RIGHT-OF-WAY AREA = 2.51 acres TOTAL LENGTH OF ROADS = 1,924 LF LOT SETBACKS: FRONT: 30' REAR: 30' SIDE: 15' CORNER: 30' i i / I I 1 I 41EEKS ASSOCIATES LLC DB 011174, PG 162 PIN 0675956906 20' SANITARY SEWER EASEMENT & 10' TEMPORARY CONSTRUCTION EASEMENT 20' ACCESS AND MAINTENANCE EASEMENT (TYP) y y y 20' ACCESS AND MAINTENANCE EASEMENT (TYP) -0. 88 EXISTING WETLAND (TYP) . /. ...... ........................ WEEKS ASSOCIA TES L L C I DB 011174, PG 162 . PIN 0675954022 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20' SANITARY SEWER EASEMENT & . . . . . . . . . . . . . . . . . 10' TEMPORARY CONSTRUCTION EASEMENT . . . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . ' ' ' ' ' ' ' ' ANDREW DAVID AND ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' COURTNEY LYNN CARUCCI EXISTING POND (TYP) DB017814, PG2580 PIN 0675944861 EXISTING POND (TYP) EXISTING STREAM (TYP) �........... WEEKS ASSOCIATES LLC DB 011174, PG 162 PIN 0675933032 50' R/W CUL-DE-SAC DETAIL I I I I I WEEKS ASSOCIATES LLC DB 011174, PG 162 PIN 0675944643 I I - z D 0 co w SCALE 1 "=100' 0 100, 260' Knowwhat's below. Call before you dlg 1 E O U o � o N E W U E = z a? a 0 LU io W U N � W � Ly O (r,4 M a2Ico rn Z LU CT) J X M L- O E L � o °O �rn Ln J W L)i 0 L7 ZD 0 o- H- 0 W W_ 2 U a z 0 0 z 0 a U U) W 0 z 0 U) W W Q 0 DATE 0911312021 DRAWN BY 331 DESIGNED BY T. CROSS CHECKED BY K. ROBERTS SCALE 1 "=100' 0z LN^ // O ��/� �LJ rl U U LU 0 O z }} W I -I z z 0 o Q LU U U aLU Jz<w z QI'' ~ J V p 0 C � Cy- U O w LU = w � p O � z M O 00 JOB NO. 45798 SHEET NO. C2.0 �O Df O O CL Tz wo 2 � 0 C � T a3 '� E O C N a3 to C d O O� Q. zN O �x 0 �0 O Q� CL >Y U)U) U to X a) O � U 7