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HomeMy WebLinkAboutNCC203177_Site Plan or Location Map_20200727N CL RIW 48' PER Fr 1 ...•.....:..:.:.:.:.:. •.:811 ABC 4 o 2" S9.,' SUPERPAVE ASPHALT SECTION A -A SYMMETRICAL CUL-DE-SAC WITH 126' R/W RADIUS NO CURB AND GUTTER NTS 25' TE 11 250' REE & TATION CL R/W 35' .........:.:.:.:.:.:.:........ . "PER FT. 1 8"ABCM1 47 n 2" S9.,' SUPERPAVE ASPHALT SECTION A -A SYMMETRICAL CUL-DE-SAC WITH NO CURB AND GUTTER NTS RIG E & FL HALL U.B. 1 . 0 IN# 0 7- 720 BE TAIN W 1 0. PAC.) alvelmill { 611 5' VAR. 6' 8' PAVEMENT SHOULDER WIDTH WIDTH 1/4"/FT OR +�6% -2.08% +8% -8.33% -187 OR 1"/FT SHOULDER SECTION DRIVEWAY TURNOUT GRADES N � _I♦ram - � - •I• n -9 LEGEND n ' 7,000 SF = MAXIMUM IMPERVIOUS ALLOWED 3 L = FLOOD HAZARD SOILS 4 + + + + + + = WETLANDS i I 70' 50' TAPER (REWIRED FOR W 25' LESS THAN 26') ,o• p xx o R= 3 30'MIN. R= 30' 25 R SIGHT TiIAfJGLE R W I R W R= 30' R= 30' STOP EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING ROAD R W R W RECOMMENDED ROAD CONNECTION STOP CONDITION sm :- �\.♦` . �� : � �� � ` � � - is � - • �. r l���jJ ` �. �i � 1 ♦ \� f ✓ /ON• . wl • •` \ . . .. FINE, 0 .' f • 111 . .Ill 119 _' ♦ �� � '� � ��/ WE Ndl i IN f ��� _ �' � err C"� • � `/ I � � �� � � + ��� " � 1, •�� // �I �,. = / � _I/nib ����!� . - • • 1 . �i=Ord �E��j��t♦1V1t. , �tt Ili c,: � IL,llli.`1���� ' 111 ._ 0 V R A I 7 v - - - EMPORA ACCESS — — d - INTENANCE �,4SE-MENT - 149' 1 0' STORMWATER CONTROL AND MANAGEMENT IMPERVIOUS CALCULATIONS - - MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH INDIVIDUAL LOT WILL BE STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY. PLANS APPROVED WITH A MAXIMUM IMPERVIOUS SURFACE OF 7 000 SF PER LOT. WAKE COUNTY TOOL V2.2 WAS USED FOR ALL STORMWATER CALCULATIONS. -0 NOTE: - BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER • - ' MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY - ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR PH A (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. ' THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE 0 10 zoo - 480 AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY AND/OR F.E.M.A. — — — — _ ( IN FEET ) 1 inch = 100 ft. 1 29 0 14 S.F. 2 =7, SF. 60 43.1, [•? FILL a y,4=7,0 o SF. N F II CA OL A T S 0 A Tf 0 I � I 0' P R- B DIN S A , 1 II 0 50' RIGHT OF WAY 8' 20PAVEMENT 6' CL 10' 10, 2" S9.513 PER FT. 8" CABC RESIDENTIAL STREETS TYPICAL CROSS SECTION NTS I I PROTECTION ZONE' � Q J I � I 3 ,6 � ��N N�00 LLJ Cw , U 00 H •U1 LL Q Q I AS M NT p L- IL L 10 l O :2 L-J 39.4' 1 1 N - L 19 F. 1 I I I 7,0 0 S Q I 3 0.64 I �L,31A 4 S.F. �� MIA ,000 11 --s � •r • AYE 1 CUT 2j V C N TY M A P SITE DATA - TOTAL - SUBDIVISION # PLG-001688-2019 - TOTAL TRACT SIZE = 53.80 AC. - TOTAL NO. LOTS ALLOWED = 53.8 = 78 LOTS - TOTAL OPEN SPACE REQUIRED (10%) = 5.38 AC. - TOTAL OPEN SPACE PROVIDED = 19.18 AC. - TOTAL NO. LOTS = 35 - AVERAGE LOT SIZE = 0.90 AC. (39,005 S.F.) - LINEAR FEET OF STREET = 2,843 LF - IMPERVIOUS IN STREET = 1.46 AC. (63,598 S.F.) - IMPERVIOUS IN LOTS = 5.62 AC. (244,807 S.F.) - IMPERVIOUS IN KIOSK = 0.02 AC. (870 S.F.) - IMPERVIOUS IN WELL 1 & 2 = 0.23 AC. (10,020 S.F.) - TOTAL IMPERVIOUS = 7.33 AC. (319,295 S.F.) - AREA OF STREETS = 3.28 AC. - PIN # 0637-71-3720 - MINIMUM LOT SIZE = 12,000 S.F. - MINIMUM LOT WIDTH = 60' - ZONED R-30 - TOTAL DISTURBED AREA = 8.0 AC. - % IMPERVIOUS = 14 - SETBACKS = FRONT = 15' SIDE = 5' REAR = 15' CORNER = 15' Model 1570 (F) CBU 1 6-Box Unit 1 DEVELOPER SANFORD BAILEY 8900 BUD SMITH ROAD WAKE FOREST, N.C. 27587 RIGHT OF WAY EDGE OF TRAVEL LANE R R ROADWAY CENTERLINE EDGE OF TRAVEL LANE RIGHF OF WAY 7"' PAVED TURNOUT TO CBU PAVEMENT STRUCTURE 20' 25' 20' �O MATCH TRAVEL LANES) MIN. MIN. MIN. CONCRETE PAD FOR CBU (PER USPS) CBU (ACCESS FROM PAD) 5 7' TURNOUT 2' CBU 0 0 02� 0� CONCRETE PAD FOR CBU NOTE: SEE FIGURE 1 PAGE 39, "NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN RM/ OFFSET AROUND CBU TURNOUT STANDARDS JANUARY 2010" FOR LOCAL AND COLLECTOR ROAD DIMENSIONS. FIGURE 1 CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND COLLECTOR SUBDIVISION STREETS NOTES: — PRESENT LAND USE IS VACANT, WOODED AND FALLOW. — STREETS WILL HAVE A 50' R/W. — ALL RADII AT STREET INTERSECTIONS ARE 25' — ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS — WATER SYSTEM WILL BE INDIVIDUAL WATER SYSTEM. — SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS. — ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED WITH DURING CONSTRUCTION — ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH DURING CONSTRUCTION — ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL — DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED — BOUNDARY INFORMATION SURVEYED BY CAWTHORNE, MOSS & PANCIERA, P.C. — THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF THE OPEN SPACES IN THIS DEVELOPMENT. — PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND AVOIDED OR REPLACED PER WAKE COUNTY UDO. — NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN RECEIPT OBTAINED PRIOR TO CONSTRUCTION. — OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION. — PROPERTY IS LOCATED IN THE PANTHER BRANCH WATERSHED. — ROADS AND INTERSECTIONS TO COMPLY WITH ALL NCDOT REQUIREMENTS. wopo NNN I I N 001,0 N N I.- H LZLI I-- W Z :2 Lu :2 OO:2O NUgU >> p LLJ O O p LLI O W 0 � of Ofa_of Ld LJ-1 OZ NIA SEAL: CAR / /''% =: �O .••LESS/� .?y Q� "(� • ; z SEAL - 22024 I 111,E 23-202CL cc OI O0 (\ \\ r ^ C) z s� �Luo� cj� z Q� cir LLJ z_ ct�� z w O t W r- DO p ON W U �FZ ck:I O QNN N w z Z o Q w w m m�LLJ Of N LLJ U LLJ U Q U a vQiw3 tE o N Y a LLJ SE 0- a z O U/ U z z Q O O W Z LL ° } Z C/) U z O zw U)w > W Q i m J Z cU 0. U) Q O U M� W V—V - SUBDIVISION # PLG-001688-2019