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Home My WebLink AboutNCC213754_Site Plan or Location Map_2021062420' 70' 50' TAPER (REQUIRED FOR W 25'R LESS THAN 26') 10 25'R 10' X 70' R- 30/ 30MIN. R=30' SIGHT TRIANGLE TVP.) RAN RAN R= 30' R- 30' STOP EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING ROAD RAN RAN RECOMMENDED ROAD CONNECTION STOP CONDITION VAR. 6' 8' 5' PAVEMENT SHOULDER WIDTH WIDTH 1 /4"/FT OR -2.08 % +8 T8.3%1/FT 18% 2S o SHOULDER SECTION DRIVEWAY TURNOUT GRADES FILL 50' RIGHT OF WAY R/W CL 35' 1 6' 1 6' 1"p 21 ER FT 8" ABC 2" S9.5B SUPERPAVE ASPHALT SECTION A -A SYMMETRICAL CUL-DE-SAC WITH NO CURB AND GUTTER NTS �8, 20' PAVEMENT 6, CL 10, 10, i� 114"PER FT. 2" S9.5B FT 1, PER FT 1„ PER ..... • •. ; . ; .• . 8" CABC CUT RESIDENTIAL STREETS TYPICAL CROSS SECTION RIGHT OF WAY EDGE OF TRAVEL LANE R W � � R ROADWAY CENTERLINE EDGE OF TRAVEL LANE RIGHT OF WAY 9' MIN. PAVED TURNOUT TO CBU PAVEMENT STRUCTURE 20' 25' 20' 1.O MATCH TRAVEL LANES) MIN. MIN. MIN. CONCRETE PAD FOR CBU (PER USPS) CBU (ACCESS FROM PAD) g � s ,, TURNOUT 2' I CBU � o o a w �� CONCRETE PAD FOR CBU NOTE: SEE FIGURE 1 PAGE 39, "NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN RNJ OFFSET STANDARDS JANUARY 2010" FOR LOCAL AND COLLECTOR ROAD DIMENSIONS Id f � �� , model 1570 CBU 1 -E Unit 2� SLATES MICHAEL SLATE'S, CARLA FOWLER D.B. 013244 PG. 00662 CARTER S EPHEN A CARTE, L URA F PG. 01 38 7 0 CASH, CARLJOHN CADSH1TI 0166381N PG. 01271 HARWARDIJ KRISTIN P D.B. 017093 PG. 01147 W E LTO N, ST WELTOfif'G. � -UART OMAS ALL , SANDRA CARTER D.B. 14-E PG. 37 LOBATO, CESAR OCTVA 0 SILVA P RMANENT OPE SPACE PROPOSED U D.B. 021960 C NSERVATION F NATURAL AREAS AN STORM PG. 01441 ATER DETENTI N 1.45 ACRES b 383' D / — I 20'BUILDING / I SETBACK j / / / I / ENCHANTED OAKS ATERMAN, DONALD CALVIN OWNERS ASSOC INC WATERMAN JANICE F // I ; #1 ;' I D.B. 004540 D.B. 008155 � PG. 00116 PG. 01783 /// - / ;' / �� / BUFFER SI SEE SHEET C-6 FOR / 30, WS S \� / / WET POND #1 DETAILS \ `� ,' / / / RAINAGE /BUFFER �o /. AND ACCES I EASEMENT 1 \ J 20' ACCES 441603 SF 77158S F _ EASEME__ 1.02 AC 1.78 AC, _ MIA = 12, 000 -SlF- - MIA = 12, 000 S F / . \ FFE 336 / — J — — — — — — 1 00 265' 56' _ w _---- N — — — — — — — — — — — — — — — — — — — — — — — — — — LL I L\ �° r I Q I` I z O \ I j 1 551779 SF i o 1 431601 SF w I 1.28 AC 1 0 1 1.00 AC w I 00 - I MIA = 121000 SF 1 II MIA - 121000 S F ' a L--------------- - z----, ---� I L __-- w / - — — — — — — — — — — — — — — — — I w I O Q 551015 SF o 1.26 AC MIA = 12, 000 SF w--- REMOVE --- 420' w EMOVE w w 1 w w I I o — — — — — — — — II I i I 8519513 SF a >� 1.97 AC 10I EXIST. BLDG MIA = 14'1000 SF TO REMAIN L— — — — — — R' �26 O 631463 SF 1.46 AC MIA = 12, 000 SF BEAVER R� DNTH A W D.B. 004760 PG. 00193 - - - - - - - - -- I I I I I I I — — — — — — -- ---7 PT: 13+9.21 C 011 - 105.40 R = 500'I 0 = 12.0a I I 10' CONSTRUCTIONS/ EASEMENT I GODWIN, JOSEPH B I D.B. 009093 PG. 02482 ALBERT, HARRY LJR D.B. 17-E PG. 1313 285' — 7 X w I II O I w o I a 43, 567 SF I N 1.00 AC MIA = 12, 000 S F I 1 L------- 26T f I- -- I I I I I I I I I I � I I m 1I O I < (I 1 m 62,82 SF 1.44 C MIA = 121 00 SF v �1 I MAIL KIOSK 1 k SPARKING FOR KIOSK_ AREA TO BE RECOMBINED WITH SUBDIVISION b� SEKIELKSTR,MCHA D.B. 005193 PG. 00432 WATSON, KATHRYN H D.B. 16-E PG. 215 RADEDZ ZrLIIZABETH D. B. 017681 PG. 00317 ENCHANTED OAKS OWNERS ASSOC INC PG. 000116 SHELLMAN, MARTHA K D.B. 08660 PG. 0392 J r C ROAD TABLE LEGEND -1-1- 842.50LF ONSITE 12,000SF =MAXIMUM IMPERVIOUS ALLOWED -1-1- 105.50 LF OFFSITE DEVELOPER BENT LEAF ROAD, LLC WILLIAM BUFFALO 8232 PRITCHETT FARM LN RALEIGH, NC 27606 MINIMUM REQUIRED SETBACKS R-40W ZONE FRONT AND CORNER = 30 FT SIDE = 15 FT REAR = 30 FT 0 30 60 120 MAXIMUM BUILDING HEIGHT = 35 FT Feet V 60' STORMWATER CONTROL AND MANAGEMENT IMPERVIOUS CALCULATIONS IMPERVIOUS AREA LOTS #1-7, AND LOT #9 TO BE LIMITED TO 12,000 S.F. IMPERVIOUS AREA LOT #8 TO BE LIMITED TO 14,000 S.F. THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY. WAKE COUNTY TOOL V2.2 WAS USED FOR ALL STORMWATER CALCULATIONS. SITE DATA - PIN 0781-70-9599, 0781-80-3741 ZONED R-40W MINIMUM REQUIRED LOT SIZE = 40,000 S.F. MINIMUM LOT SIZE = 43,567 S.F. - MINIMUM REQUIRED LOT WIDTH = 110' - MINIMUM LOT WIDTH = 125' TOTAL TRACT SIZE = 14.76 ACRES (642,945 sf.) - NO. OF PROPOSED LOTS = 9 - LOT BY LOT SUB DIVISION NO OPEN SPACE REQUIRED - OPEN SPACE PROVIDED = 1.45 ACRES (63,92 SF) - AVERAGE LOT SIZE = 1.35 ACRES (59,154 SF) AREA IN LOTS = 12.22 ACRES (532,387 SF) - AREA IN R/W = 0.54 ACRES (23,405 sf.) - LINEAR FEET OF STREET = 948 LF - IMPERVIOUS IN STREET = 19,753 SF - IMPERVIOUS IN LOTS = 110,000 SF IMPERVIOUS IN KIOSK = 335 SF TOTAL IMPERVIOUS = 130,088 SF % IMPERVIOUS = 20.23% NOTES: PRESENT LAND USE IS RESIDENTIAL, 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 WELLS. 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 TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS. CONTOUR INTERVAL IS 2' 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 TAKEN FROM WAKE COUNTY TAX MAPS. FLOOD STUDIES WILL BE REQUIRED PRIOR TO CONSTRUCTION PLAN APPROVAL. NO LOTS SHALL HAVE ACCESS TO ROCK SERVICE STATION ROAD. 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. - ROADS AND INTERSECTIONS WILL NEED TO COMPLY WITH ALL NCDOT REQUIREMENTS. - MAXIMUM IMPERVIOUS LIMIT MUST BE SHOWN ON EACH LOT PRIOR TO FINAL PLAT APPROVAL. - STREET NAME(S) MUST BE APRROVED BY GIS PRIOR TO FINAL PLAT. A DRIVEWAY PERMIT WILL BE REQUIRED PRIOR TO RECORDATION OF PLAT FOR ROADS. SUBDIVISION NUMBER: PLG-002434-2020 PM w Q 0 z O W Nw O CD p� W �CN 0) � � ON cl:� O �. X Q O L? Q z�LQ 00 z =o� � x a� c 0 t — CL LU w J w Z o0ao w' 0 H N o p m O F Z w o Z Q m lai OwwUZ Z. cwiJ Q w J Z 0-Ha aLU lu M w w 1 uj Lu J O LU am�°`"om o 5- as w a v / Q O 0 O Z co a z O Q U U Q m Z T- p W uJ z w O }+ =) O v J 1 U WY w m 1 � \ /y 0 0. Q .� �w V J NW L.L W Jc: DRAWING SHEET C-2