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Home My WebLink About79-15 TJ's Land Development LLC OVERSIZED PLANS 2023TRACT "A" 2.454 ACMES BY COORDINATES EXCLUDING RD. R/W N/F TXS LAND DEVELOPMENT, LLC D.B. 2067, PG. 710 P.C. D, SLIDE 281 GPIN NO. 7615-09-9675 TRACT "B" 0.369 ACRE BY COORDINATES EXCLUDING RD. R/W N/F TXS LAND DEVELOPMENT, LLC D.B. 2086, PG. 609 P.C. D, SLIDE 281 GRAVEL WORK AREA TRACT "C" 1.294 ACRES BY COORDINATES EXCLUDING RD. R/W N/F TJ'S LAND DEVELOPMENT, LLC D.B. 2086, PG. 609 P.C. D, SLIDE 281 TOTAL TRACT AREA 4.117 ACRES BY COORDINATES EXCLUDING RD. R/W NORMAL WATER LEVEL (NWL) +0.94' VERIFIED ON 3/20/2022 AND WAS OPUS DERIVED REFERENCED NAVD88. S 68 ti C4NA 3g •� ph e S3 L 3 )5, \a REMAINS OF OLD HEADWALL SEE 1988 SURVEY P.C. D, SLIDE 281 1, NORWOOD MARTIN MAYO, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY PERFORMED UNDER MY SUPERVISION DEED DESCRIPTION RECORDED IN DEED BOOK 2067, PAGE 710 AND D.B.2086, PG. 609; BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN PLAT CABINET D, SLIDE 281 AND THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000; THAT THE GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS WERE PERFORMED TO THE STANDARDS PART 2: STANDARDS FOR GEODETIC NETWORKS AT THE 2CM ACCURACY CLASSIFICATION (95% CONFIDENCE) USING REAL TIME KINEMATICS, OPUS, AND TRADITIONAL REVERSE; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). THIS 9 DAY OF NOVEMBER, 2021 NORWOOD MARTIN MAYO, PLS REGISTRATION NO.: L-1546 PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCES, SALES OR FINAL DESIGN. THIS DRAWING IS AN ELECTRONIC FILE FOR VIEWING ONLY. SHORELINE PLOTTED FROM AERIAPHOTO ^� TRACT "C" N/F 40 TXS LAND DEVELOPMENT, LLC VEL LIFT BAY TRA D.B. 1920, PG. 001 5� yw� P.C. I, SLIDE 60-9 �9�`� / ,,`910 /1A� Hw ORIGINAL SHORE LINE TRACT 4�:�� »C» 1-03-1964 GPIN NO. 7615-09-3775 o''°e. 5' P SNoR��F,.�-�� 2 ® E o�� 2 ya,,k� M• 9 � 2 �.pIPL �`� � QQON �-E, _ c�/\ 4 � H� »�» 403 �6� N / LG N VA �g \ 3D' TA Nw �i 8�2 ;; . Ey 5 \ R�pgM C2S \ Nw �g70 L34 P\NS NF �� 2DeUFFe ^'wc .. �' � N REM , a J. , • . " E 6 S� �'� . \ � R "w � N 3 \?62� \ SNORE ft-- 10ZONE ,� �3S �+ GRAVEL WORK AREA _ - . V� �� ®. ` 0 So, 2pp 0ME ? BVFFF` - 28 "�» 13 E 1 Co Q TqR, R Land Disturbance do 1' FL�;1a Marir Pu pou� PqM S 3 30 ( a z o B z X x�r r, n D 5, x X �P�QP� 5 PEG" \ 4� y a\ r' _ k- �F M X X -s X \✓ 9 ,� y� „ 20 �PEZ ` �/ . o $ �� x" �� 7= 3 2� 5� ," Z 5 - - . a m x N N f P oPOSED Bur r} z w 402 X x /f QO,. ti �:..,. , �,,.. 1 -. X 4o x itDiNc \ Q C7 0 x X i 2' - -_ 9 sOD SQ 40 ' .. f / �� ✓ U O I _ X ropo e doF�tel S 4 ge Ta �,.•� TRACT , z;,; f _ ` ' 75' AEC o m F OSED QULKII ZON 2o' iAR-P _ A PROPEW 75 EC " .z ^ 4 P F DOCK A E 2` AM BUFFER ", _ 1 4o9Es O��L;x.. __ r..• s l . x, ti 0 O (� ti L 12 L 1 7 ® By` .. F _`_ 1`)SEE OTE - `\ 50_. _ x --� 2 _ Tq� c0 -i N a x ; 4� - _ 7 0 Oj ! E I ZONE 1 3 p' T ZON SEjBA c0 = 0 cv _j t-s) C-s� x x x h AR E K ,r O 00 o x X n 4) _ O-`Y''�_ ''! aED _Pq OF Y Q Q 6 ,TT M B -0 3 c0 0 3 DOC e„F SIDE FE'� X l 20' 0 2 k _- 0 x x x x _ KING - DOCK -TAR-PqM oo o rj o J e) x x x X ..; - ®� ` DpCk �_ BUFFER l _ „ ^ Q co CO O ' - _ _ _ C-s� BO _ PED ZONE �. o y� v Q 0) r� - .. 1 �A� �,� ® r pgN` -� 3o'=NTER� 1 - �. 'o �� a .e-, O Zj P t?$ sHOR ` 3 F ALS 74 � a m / %.� l c� �' r 1� �� N D' SLIP FLI NF �� O f- / d /' /4 / O (Li D A1, XF 28,X h -- L6 O+ '+; �N i z� 2 / SEE Mgp`BpUNDgRy f_s) >m4.7 X X X x i CO x x Za �� Y .'/Q Q obi O BOOK 21 - c4NE x *? x X x(-4) x x> i 6, a o U tl Q O %'AGE 94A -1_ X x } X(-4 .. x x x ;� 4)x I 1 --)K-. )4 X X (5 X X X X (-4) ! x X x r_ .,; € A "F-a 3 O HAUt-OUT i `E`- 5) (�l x X x X(4•4 n Q X x x X + x) x /N / Q�' � O s $4' ., R T �� r-s3) X 4. X X x z 5g'3D E T AC " ; _X x x X'- X x 4.7),c x x m S "' Z c�c J N 68-39'p$„ 9.06' i K7L ,' 4 e ��3gJ x x x x x--X-_�c_ x �;4s1 x „Q /� E p SON SM i 4 � x --max 20. 9g' MAP gO�k 63, pG 6 dR. O S 77.2 i , X ' X X X,` x 01 P,C 21, pA0 83 �,� N 0$ E � � 3 x �, _ a S 77,4 p 2 GPIW NO 76V5 E 36 g944 1 O ; M 6 30, ZaNE ' 1 1 , L 1 �� Q /1 x J �/ J O HtGH 9" E 10p 39. O9_7465 i1 m ^ _ TAB AM BUFF A s I'tau j O % l U yJ EAST 2. 47 1p„ E 9$ i s aQ o O 154g S - o :v of HIGH PgNT 97' N N�� 1-SBD. Fj ZON m O / sfa _ rr O EGO ST 2., s 7j'4o 3 o ,o 0 17 6, F 2 o z 0 REET NIGH 5 E 3 L a:Z _ / O65 � Q �� 30, R 100 53' Sp as N �"` SORT �- (� CONTROL POINT "A" /W z_r-� , S 77 �' 2 in 30' T N= 659439.966 FT. " 53 4p" E 49.72' CI AR-PA�y M o Z nh S U E= 2710528.573 FT. S 7$.5 M BUFFERa� ' W 3� �Q o C9 xf 77.2 ,45. 2 t o Q Qs ` a cr $ , 11 `/ E 1 12. o/ S �-4 -i w OD NOT FOR TION.�OONIIEYANCEB. 30 " /� 2 SALES OR FINAL DESIGN. THIS ORMND 18 AN ELEGiRONIO FILE FOR VININD OILY. SITE TOPOGRAPHY SURVEY BY: GSC SURVEYING 4072 BARRETT DRIVE RALEIGH, NC 27609 PHONE: (919) 787-5805 GPS CERTIFICATION: THE GRID TIE WAS DETERMINED FROM ACTUAL GNSS SURVEY TIE AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: CLASS OF SURVEY: A POSITION ACCURACY: 0.07' TYPE OF GPS: NC RTN DATE OF SURVEY: 3-1-2022 DATUM: NAD8,3/2011 GEOID MODEL USED: NGS2012B UNITS: US SURVEY FEET 1 0) TRACT "A" EXISTING TOP OF BANK "A" TO .8,. Course Bearing Distance L1 S 78*39'11" E 14.59 L2 N 53'1973 E 15.61' L3 N 10'22 55 E 43.39' L4 N 51'36'38' W 18.19' L5 N 76'15'42" W 99.71' L6 N 82'50'23' W 41.94 L7 N 72'50'31" W 111.49' L8 N 81'08'35' W 81.30 L9 N 84'47 21 W 24.09' L10 N 74'06'45" W 61.94' L11 N 81'4017 W 17.14' L12 N 81'57'36" W 29.07' L13 N 18'12'56" W 1 21.25 L14 N 54'08 22' E 1 100.64 TRACT "B" EXISTING TOP OF BANK 'D" TO "E" Course Bearing Distance L29 S 88'38'20" E 26.21 L30 N 65' 13 29' E 19.58' CONTROL POINT "B" N= 659338.592 FT. E= 2711057.378 FT. 4 78.1 , 56' 2 03 ' TRACT "A" EXISTING TOP OF BANK "B' TO 'C" TO "D" Course Bearing Distance L15 N 58'11'1 "" E 32.24' L16 N 66'2950' E 69.83' L17 N 68'52'47" 73.28' L18 N 89'0617 E 14.32' L19 S 32'44 07 E 11.17' L20 N 79'33'45" E 8.65 L21 N 20'06'45" E 26.46' L22 N 70'13 20 E 66.02' L23 S 70'34'33" E 47.07' L24 S 68'28 29' E 60.37' L25 S 70'12'02" E 58.05' L26 S 57'27 00' E 23.46' L27 N 62'51 '01 " E 18.44' L28 S 55'25'37" E 44.45' (` P "A" TO r P "R» Bearing Distance S 79.08 52' E 1 538.43' TOP OF PROPOSED PILE CAP AT ELEVATION 3.60' NAVD88. 2'S' H,GH MB_3 Q N 7$,12 03" W 127.6p. Gp� 12. � � 4D O50 � GROUP, LlC N 781_- NO' 7675_7g / 374 ORIGINAL SITE r` 2.454 ACRES (106,896.2 SQ. FT.) ni n IMPFRVICII Iq ARFFAq CONDITIONS AREA COMPACTED SOIL 50,043 SQ. FT. PER CENT OLD IMPERVIOUS AREA: 46.8 % DRAWN FROM AERIAL PHOTO NEW IMPERVIOUS AREAS IMPROVEMENT AREA PROPOSED BUILDING 9,600 SQ. FT. NEW GRAVEL DR. 12,499 SQ. FT. NEW FUEL TANKS 300 SQ. FT. TOTAL 22,399 SQ. FT. PER CENT NEW IMPERVIOUS AREA: 15.7 NOTES: 1. THIS PROPERTY LIES IN A (ZONE AE) FLOOD RISK AS SHOWN ON THE FLOOD INSURANCE RATE MAP OF BEAUFORT COUNTY 3720565 400 K, DATE JUNE 19, 2020. BASE FLOOD ELEVATION 5 FT. 2. SEE MODIFICATION OF MAJOR PERMIT NO, 115-18 ISSUED TO TJ'S LAND DEVELOPMENT, LLC AND SETTLEMENT AGREEMENT DATED MARCH 11, 2021. NOTE PARAGRAPH 19 FOR LEASE AGREEMENT. 3. OLD SHORE LINES WERE PLOTTED USING PHOTOS FROM THE LOCAL OFFICE OF THE USDA AND HISTORICAL AERIAL VIEWS. MAJOR CAMA PERMIT 115-18 ISSUED OCTOBER 5, 2018 AUTHORIZED MAINTENANCE EXCAVATION TO -6' BELOW NWL �,,--MAJOR CAMA PERMIT 35-22 ISSUED TO SARGENT APRIL 2022 AUTHORIZED MAINTENANCE EXCAVATION TO -59 80.0W NWL SEE NOTE 3 2E LINE 3-27-1970 , - SEE NOTE 3 Tar -Pam Riparian Buffer Quantitative Data BOAT HARBOR CANAL PRE -CONSTRUCTION ZONE 1 IMP -ZONE 1 16,933 SQ. FT. 11,788 SQ. FT. ZONE 2 ZONE 2 11,338 SQ. FT. 8,886 SQ. FT. Total: 28,271 S Ft. otal: 20,674 S Ft. BAKER' S CANAL PRE -CONSTRUCTION ZONE 1 IMP -ZONE 1 11,442 SQ. FT. 380 SQ. FT. ZONE 2 ZONE 2 6,215 SQ. FT. 2,828 SQ. FT. Total: 17,65777 771 Total: 3,208 Sq. Ft. Sargent Canal Subsurface Excavation (424' x 10' x-3.4')/27= 534 cubic yards "SARGENT CANAL" 4,240 FT AVERAGE EXCAVATION DEPT: 3.4' 534 CU. YDS. EXCAVATE TO -6' NWL UPLAND EXCAVATION A\ TRACT "C" 5,271 SQ. FT. AVERAGE EXCAVATION DEPTH: 10' 1,952 CU. YDS. TOTAL SITE AREA = 4.117 ACRES (179,226.5 SQ. FT.) UPLAND EXCAVATION SITE "A" 31,064.9 SQ. FT. UPLAND EXCAVATION SITE "C" 5,271 SQ. FT. NEW SITE AREA 142,890.6 SQ. FT. BOAT HARBOR CANAL POST -CONSTRUCTION ZONE 1 IMP -ZONE 1 16,135 SQ. FT. 15,246 SQ. FT. ZONE 2 ZONE 2 8,516 SQ. FT. 1,480 SQ. FT. IlTotal: 24,651 S . Ft. otal: 16,726 S . Ft. BAKER'S CANAL POST -CONSTRUCTION ZONE 1 IMP -ZONE 1 10,097 SO. FT. 3,753 SQ. FT. ZONE 2 ZONE 2 5,413 SQ. FT. 2,656 SQ. FT. [Total: 15,519 S . Ft-1 ITotak 6,409 S Ft. SUBSURFACE EXCAVATION "BOAT HARBOR CANAL" 18,314 SQ. FT. AVERAGE EXCAVATION DEPTH: 1.5' 1,017 CU. YDS. EXCAVATE TO -5' NWL "BAKER'S CREEK" 24,144 SQ. FT. AVERAGE EXCAVATION DEPTH: 2.0' 1,566 CU. YDS. EXCAVATE TO -6' NWL UPLAND EXCAVATION "BOAT HARBOR CANAL" 10,056 SQ. FT. AVERAGE EXCAVATION DEPTH: 8' 2,980 CU. YDS. "BAKER'S CREEK" 24,144 SQ. FT. AVERAGE EXCAVATION DEPTH: 8.0' 2,641 CU. YDS. EXCAVATE TO -6' NWL z 0 (n Lj I NORWOOD MARTIN MAYO, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: 1. CLASS OF SURVEY: C 2. POSITIONAL ACCURACY: 2CM 3. TYPE OF GPS FIELD PROCEDURE: RTK, OPUS AND TRADITIONAL TRAVERSE. 4. DATES OF SURVEY: 1 1-09-2021 & 1 1-30-2021. 5. DATUM/EPOCH: NAD-83(201 1)(EPOCH:2010.0000) 6. PUBLISHED/FIXED-CONTROL USE: OPUS RECEIVED 7. GEOID MODEL: GEOIDI8 8. COMBINED GRID FACTOR(S): 0.99989081 9. UNITS: US SURVEY FEET rJUL 13 2023 ----------------- -------------- 0__0 - NORWOOD MARTIN MAYO, PLS REGISTRATION NO.: L-1546 THE STATE PLANE COORDINATES (SPC) FOR THIS PROJECT WERE PRODUCED WITH STATIC GPS OBSERVATIONS AND PROCESSED WITH ON LINE POSITIONING USER SERVICE (OPUS). THE NETWORK POSITIONAL ACCURACY OF THE OPUS DERIVED POSITIONAL INFORMATION IS 0.020M. THE FOLLOWING CORS WERE USED BY OPUS PID DESIGNATION DN8741 NCWM WILLIAMSTON 2 CORS ARP DL3071 NCCI CEDAR ISLAND CORS ARP DQ9090 NCSO NCSO SWANQUARTER2 CORS ARP HORIZONTAL POSITIONS ARE REFERENCED TO NAD-33(201 1)(EPOCH:2010.0000) VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING (GEOID18) COMBINED FACTOR 0.99989081. PRELIMINARY PLAT NOT FOR REOORWITION, OONVEYANM, SALES OR FINAL DESIGN. THIS ORM"M 13 AN ELWnWIO FILE FOR VI MIND ONLY. i EXISTING IRON PIPE O EXISTING IRON PIPE 1.5" BROKEN OFF 0.5' BELOW GROUND. SET 5/8" REBAR INSIDE OF PIPE. 9 EXISTING 1 " REBAR 6" HIGH ■ EXISTING 1.5" "H" POST AL EXISTING MAG NAIL O EXISTING SEWER MANHOLE ® NO POINT SET B SET 3/4" REBAR (1' HIGH) 0 SET MAG NAIL ON HEADWALL Q� SET 1.25" IRON PIPE HW OLD HEADWALL; C.P. CONTROL POINT UTILITY STATION @ 30' INTERVAL PROPOSED BUILDING UPLAND EXCAVATION SUBSURFACE EXCAVATION ORIGINAL IMPERVIOUS AREA EO UTILITY STATION @ 30' INTERVAL (-2) WATER DEPTHS SUPPLIED BY OWNER FOR BOAT HARBOR CANAL PBH PROPOSED BULKHEAD Al MAP REVISION NWL NORMAL WATER LEVEL +0.94' NAVD88 \111z WETLANDS ® SLIP NUMBERS 24"X36" PRINT: 1 "= 50' TEXT: 1 "= 40' 0 50 100 150 2021-122.CRD SHEET 2 2021-126GRID-MPOLDSHORELINEREVISED-6-05-2023.DWGA