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HomeMy WebLinkAbout71-19 Oversized Plan1 ,_... CHANNEL MARKERS (REPI f TFf) ) CHANNEL MARKERS (REPI f TFf) ) .y CENTER OF CHANNEL 0, 02 NOTES, 1. THE RIPARIAN CORRIDOR FOR THIS SURVEY IS ESTABLISHED BY PERPENDICULAR LINES TO THE CHANNEL FROM THE APPROXIMATE HIGH WATER LINE AS SHOWN AND MALL BE APPROVED BY ANY AGENCY REGULATING ACTIVITY WITHIN THIS AREA, 2, THE CENTER OF HEWLETT S CREEK CHANNEL AS SHOWN IS DETERMINED BY ELEVATIONS OF THE CHANNEL BED AS MEASURED ON MARCH 23, 2019, ELEVA77ONS ARE RELATIVE TO NAVD '88, 3, THE HIGH WATER LINE AS DETERMINED BY THIS SURVEY IS TAKEN FROM A PLAT RECORDED IN MAP BOOK 61, PAGE 246 BY CAPE FEAR SURVEYING, PC, DATED MARCH 18, 2016. 4. SUBJECT AREA IS LOCATED IN ZONE AE (EL 13) ACCORDING TO DFIRM MAP 3720314600K, DATED AUGUST 8, 2018. 5, THIS IS NOT A BOUNDARY SURVEY, NO BOUNDARY CORNERS ARE SET AND NO ENCROACHMENTS ARE DETERMINED AS A RESULT OF 7741S SURVEY, 6, BOAT FACILITIES AS SHOWN ARE EXISTING, NO NEW FACILITIES ARE PROPOSED WITH THIS SURVEY, 7, MEAD LOW WATER (MLW) ELEVATION IS DETERMINED TO BE -1.3 (NAVD '88) BASED ON PROVIDED WATER DEPTH DATA AS MEASURED BY THE DIVISION OF MARINE FISHERIES PERSONNEL BETWEEN 10.30 AND 11:00 AM, DECEMBER 19, 201& FOR COMPARISON THIS SURVEY PROVIDES A DEPTH (INCHES IN PARENTHESES) BELOW ELEVATION -1.3 AS MEASURED MARCH 23, 2019. 8. THE ENTIRE WIDTH OF HEWLETT'S CREEK AS DETERMINED BY AERIAL PHOTOGRAPHY IS 800' (QUARTER WIDTH BEING 200'), BOTH LINES PLOT OUTSIDE THE SCOPE OF THIS DRAWING. 9. PROPOSED PIER AND DOCKING FACILITY ARE DRAWN FROM PLANS PROVIDED BY OTHERS. ' 41 WILLIAMS BK 969, PC 692 a BK 959, PG 158 OAK BLUFF LN v 80 Nil � � � � �' � CONCRETE MONUMENT�` �` � � �' S{ TE o \4/ v N I62879.6651 v, 1.41, E 2347083,6579 N25'20'55"E 41 14/ 41 EL=0,94 NAVD '88 a. 11,50' yam, �, �, 'j, (CONTROL POINT}- - , .r, �. f' nI Tiny IVI AP NOT TO SCALE PROPOSED PEREGRINE WAY SUBDIASION f� pg�4 (_2_) PROPOSED PEREGRINE WAY MB 47, PG 31 HIGH WATER LINE 41 71,E 41 IRON PIPE w w v ;TINC PIERIDOCK (CONTROL POINT) (DASHED) .v PROPOSED NEW PIER \1/ 41 � _. ..- AND DOCKING FACILITYC ,1. �.,. I R ) � � -- �' v t HERRING PASS .SUBDIVISION MB 47, PG 31 RECEIVE} MAY 9 9 2019 141, DCM WILMINGTON, NC 11, RIPARIAN SURVEY It- A i (REVISED MAY 8, 2019) �p1s v. FOR FINALLY CLOSE, LLC SUBJECT TRACT RECORDED IN DEED BOOK 6096, PAGE 789 v./ - �-- " AND MAP BOOK 61, PAGE 246 OF THE NEW HANOVER COUNTY REGISTRY CITY OF MLMINGTON NEW HANOVER COUNTY NORTH CAROLINA d- SCALE. 1}' = 30` MARCH 23, 2019 0 50' 100' 1� v .v .,'► ~ .+CA/, 0 , #� C,1. Glo erCo any 5 1 0' �S, q t; ��Sssl j k4. N.C. License I . C-2 SS Christopher I. Glover, PL. v. , -• z SEAL L- 409t1 � 4405 Jasmine Cove Way Wilmington NC 2 412 41 GLt) � Offi f Cellular {9 i I)) 47144 I E-mail; 0 06 cigloverco@yahoo'c in E J