Loading...
HomeMy WebLinkAbout20211411 Ver 1_plans of record_20220323Gary Keyes, PLS PO Box 1624 Wrightsville Beach, NC 28480 910-228-4773 keyessurveying@gmail.com AREA BY COORDINATE METHOD 150 75 0 150 300 GRAPHIC SCALE PROPERTY LINE APPROX FILL SLOPE LIMITS VARIES NO 404 IMPACT PARID: R07800-006-001-003 SANDERS NATHAN S JUDIA B 7270 RIVER RD SEE SHEET 2 OF 2 PROPERTY LINE ZONE AE11 ZsNE VE11 PROPOSED HOME SITES 50X50 ZONE AE11 20' Roa FEMA FIRM ZONES MAP NUMBER: 3720312200L PANEL EFFECTIVE DATE: 8/28/2018 ZONE AE10 ZONE AE10 PARID: R07800-006-138-000 SANDERS NATHAN S JUDIA B 7260 RIVER RD ROPERTY LI PROPOSED CROSSING EXHIBIT SHEET 1 OF 2 I, Gary W. Keyes, certify that this plat was drawn under my supervision from an actual survey made under my supervision or from RECORDED PLAT recorded in Book 41 , Page 359 ; that the boundaries not surveyed are plotted from Book 41 , Page 359 or other source as noted; that the closure error as calculated by lat. and dep. is 1: N /A PRELIMINARY Witness tp0RriiItiwia , LS #, and seal this_40-Flam§ RECOR-D-A2I.N20 . CONVEYENCES OR SALES S_4381 Land Surveyor PLS # (Vicinity Map Not to Scale) SITE Wetlands RIVER RD HALYBURTON MEM PKWY TOWNSHIP FEDERAL POINT COUNTY NEW HANOVER STATE N C DATE 01/14/22 SCALE 1 "=150' OWNER: PARID: R07800-006-001-003 SANDERS NATHAN S JUDIA B 7270 RIVER RD WILMINGTON, NC Gary Keyes, PLS PO Box 1624 Wrightsville Beach, NC 28480 910-228-4773 keyessurveying@gmail.com PRELIMINARY FOR REVIEW ONLY NOT FOR RECORDATION CONVEYENCES OR SALES PROPERTY LINE S 88' 19'53" E 556.17' HF2-6 H-2 PROPOSED WATERLINE PROPOSED EASEMENT TRANSITION TO 30' GRID NORTH NAD 83 50 25 GRAPHIC SCALE 0 50 10 A,IVER RD 0 04 WETLAND LINE DISTURBANCE LIMIT PRO Amm Ujr pwornimm frAL O � O lFW wir, • (0 PROPOSED IMPACT .° AREA 0.45 AC O TY LINE 0 404 WETLAND 50' EASEMENT V 50' EASE N 1N3013Sd3 3N1-183MOd LINE p N v0 m RIVER ROA 1 0' PUBLI R/W V WES .. o 72.77.01.„p�/ cE) A&Atin V V C W W W 24" RCP TYPICAL TRANSFER (AQUATIC WILDLIFE) FINAL SUBJECT TO GEOTECHNICAL AND OR CIVIL ENGINEERING AS APPLICABLE 691. —�N 0 ) 7' '21'59" 10 ROADWAY = 5.3 (LEVEL W RIVER RD EOP) ao ,—/ c I I l'°'?' PROPOSED WATERLINE MIN 3' COVER 0+00 0+50 0 rr) 0 rri 100 +/- 5' 1+00 1+50 12' 2+00 0 N 2+50 0 0 r7 50' width of permanent wetland fill 1 20' ROADBED C/ 2 - 3:1 3+00 12' NOT TO SCALE 3+50 0 V) 4+00 CO CO 1'6 PROPOSED WATER LINE 4 0 50 EDGE SPHALT PROPOSED CROSSING EXHIBIT DETAIL SHEET 2 OF 2