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HomeMy WebLinkAboutNCC221093_Site Plan or Location Map_20220324100 YEAR H/W EASEMENT SCALED IN PER BM 2020 PG 62 20' PERMANENT CONSTRUCTION \\ AND MAINTENANCE EASEMENT \ SCALED IN PER BM 2020 PG 62 BUILDERTO VERIFY HOUSE 3/4" 1 LOCATION, DIMENSIONS AND REVIEW TOTAL IMPERVIOUS NOTED ON THIS PLOT PLAN. THIS MAP IS OF AN EXISTING PARCEL OF LAND AND IS ONLY INTENDED FOR THE PARTIES AND PURPOSES SHOWN. THIS MAP NOT FOR RECORDATION. NO TITLE REPORT PROVIDED. LOT INFORMATION LOT: 14R OWNER: AB PERRY CONSTRUCTION INC PIN: 0698073238 DEED: DB XXX PG XXX PLAT: BM 2020 PG 61-62 ADDRESS: 5221 STREAM BANK CT, RALEIGH, NC TOTAL LOT AREA= 36,239 SF / 0.96 AC TOTAL PROPOSED IMPERVIOUS: 2,965 SF HOUSE: 2,116 SF DRIVEWAY: 659 SF SIDEWALK: 124 SF COVERED PORCH: 66 SF PERCENT IMPERVIOUS: 8.18% 2b6lo 61, 3/4" 1 BANKS POINTE OWNERS ASSOCIATION INC PIN# 0698072581 DB 17701 PG 336 BM 2019 PG 360 S8LL-k 21 "E 10' SIDE SETBACK 214 70 �\ �<90 �r \ \ PROPOSED DRIVEWAY PROPOSED > 13 DRIVEWAY �w r ... w. NOTES 1. THIS SURVEY WAS PREPARED BY BATEMAN CIVIL SURVEY CO., UNDER THE SUPERVISION OF STEVEN P. CARSON, PLS. 2. PROPERTY LINES SHOWN WERE TAKEN FROM EXISTING FIELD EVIDENCE, EXISTING DEEDS AND PLATS OF PUBLIC RECORD, AND INFORMATION SUPPLIED TO THE SURVEYOR BY THE CLIENT 3. FIELD EQUIPMENT USED: TRIMBLE S6 ROBOTIC TOTAL STATION. 4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ALL BEARINGS ARE BASED ON RECORDED PLAT IN BM 2020, PG 62. 5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED.BY HUD F.I.R.M. MAP 3720079500J DATED MAY 2, 2006. 6. ZONING IS R-30 PER WAKE COUNTY GIS. 7. BUILDING SETBACKS PER BM 2020 PG 62 AREAS FOLLOWS: FRONT:30' SIDE:10' REAR:30' CORNER:30' 8. AREAS COMPUTED BY THE COORDINATE METHOD. 9. SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. 10. MAXIMUM IMPERVIOUS SURFACE AREA IS 7,000 SF & MINIMUM FINISHED FLOOR ELEVATION IS 295.67' LEGEND DB DEED BOOK 0 BOUNDARY CORNER FOUND PG PAGE • BOUNDARY CORNER SET PB PLAT BOOK ® COMPUTED POINT EIP EXISTING IRON PIPE �P CLEAN OUT IPS IRON PIPE SET CD WATER METER R/W RIGHT OF WAY T❑ TELEPHONE PEDESTAL DW DRIVEWAY ❑s TRANSFORMER / ELECTRIC BOX SW SIDEWALK I>< UTILITY VALVE AC AIR CONDITIONER /= A/C UNIT 3/4" 1 10' X 70' SITE TRIANGLE BM 2020 PG 62 N PROPOSED WOOD DECK ,D,b, 0, > o, y5 12� Q > o, 2p3 0 1� 01 PROPOSED >� HOUSE „ "IPS 3/4" EIP. 55.1' Y <10 wlm co olW 30' CORNER J SETBACK 1/4" EIR 3/4" 1 PS Cl A L1 MEADOWS BANK WAY 50' PUBLIC RIGHT OF WAY BM 2020 PG 62 50' NEUSE RIVER RIPARIAN BUFFER SCALED IN PER BM �.� 2020 PG 62 3 3/4" I PS \ 20' PERMANENT CONSTRUCTION, ACCESS, DRAINAGE, AND MAINTENANCE EASEMENT BM 2020 PG 62 BATEMAN CIVIL SURVEY COMPANY ENGINEERS • SURVEYORS • PLANNERS 2524 RELIANCE AVENUE, APEX, INC 27539 d101, PHONE: (919) 577-1080 FAX: (919) 577-1081 INFO@BATEMANC IVILSURVEY.COM NCBELS FIRM# C-2378 CINITY MAP - STREAM BANK CT z m W D z MEADOWS BANK WAY I, STEVEN P. CARSON, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BM 2020 PG 62); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS SHOWN HERE ON; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED ��. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS DAY OF A.D., 2021. \'\ I, FURTHER THAT IN ACCORDANCE WITH G.S. 47-30-F-1 1 -C-1; CERTIFY THAT THE o SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE O C'') PERRY PROPERTIES & I EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN N °� DEVELOPMENT INC EXISTING STREET. FOR THE PURPOSE OF THIS SUBSECTION, AN "EXISTING PARCEL" PIN# 0698075473 OR "EXISTING EASEMENT" IS AN AREA OF LAND DESCRIBED IN A SINGLE, LEGAL \ DESCRIPTION CONVEYED TO A NEW OWNER BY DEED IN ITS EXISTING DB 17433 PG 1144 CONFIGURATION. iBM 2020 PG 62 "EIP 25' TREE & VEGETATION PROTECTION ZONE o BM 2020 PG 62 1 � m a PRELIMINARY I I STEVEN P. CARSON, PLS 0 20 40 NC LICENSE NO. L-4752 SCALE: 1 = 40 ft. LINE TABLE LINE# DIRECTION LENGTH L1 N89° 00' 43"W 20.00' L2 N 14' 47' 11 "W 32.59' L3 I S89° 21' 2VE 1 20.00' CURVE TABLE CURVE# LENGTH RADIUS BEARING CHORD Cl 49.45' 350.00' S86° 55' 23"W 49.41' C2 35.92' 25.00' S55° 57' 19"E 32.91' C3 r96 90' 525.00' N25° 31' 52"W 195.75' DATE THIS MAP IS CONSIDERED PRELIMINARY, NOT FOR RECORDATION, CONVEYANCE OR SALES UNLESS SIGNED AND SEALED BY THE LICENSED SURVEYOR. SURVEY PLOT PLAN EXCLUSIVELY FOR LEE PERRY MEADOWS OF BANKS - PHASE 2 - LOT 14R 5221 STREAM BANK COURT, RALEIGH, NC MIDDLE CREEK TOWNSHIP, WAKE COUNTY DATE: 01/19/21 DRAWN BY: CJM CHECKED BY: SPC REFERENCE: BM 2020 PG. 62 BCS# 200675 SCALE: 1" = 40'