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HomeMy WebLinkAbout8-96 MM 12/1998 Jarrett Bay Group LLC Oversized PlansDECKING, 6 FEET WIDE D. ' BASE OF SUBSTRATE ^ ;1 SECTION C — C' f �� VICINITY MAP Sccde: P= 2' DIGITIZED FROM AERIAL, NO SCALE tf BASIN IMPROVEMENTS DETAIL Scale: 1"= 50' 1 _ i I // 11 o c° i I / I m~' 0 oa0 0 1 c4 MARSH / ~ VEGETATION �J J /0 (� � O VICE 15,351 SF+i- DECKING AROUND BUILDING / I !IJ FI 8c 5ER / O N OF BUILDING 4 O I 0 ()D I 00, Boa 1 /� N3�N� II o D'\UAlo_ 0O00 000 ®o 0 a 0 e0 lg® Lu O � a0) BD• 0 i� >o 0 I Asr EkISTIry 10,60e PROppSEp 0 GABC / a STONE SURFACE j�EXIST G GA�rs E TC ANON I N V RLISy 1. OF I ®RUN) I BATHYMETRIC CONTOURS / A/ VERTICAL DATUM MEAN SEA 'EVES afA ow � / �—L EXISTING RAMP EXISTING HIGH GROUND BASIN ` i w (STAGING AREA) BE UTILIZED FOR STAGING LARGE VESSELS TO ENTER THE 2, TON TRgyEI LIFT BAY, EXISTING ABC STONE SURFACE EXTENT OF RAVEL SURFACE _& RUN) 6.0'MSL W a �W N = 3 z EXISTING ABC STONE SURFACE / EXNT Of GRAVERUN)RF ACE � (CRUSH 8 / i Y - TEMPORARY EARTHEN PLUG TO REMAIN IN ORDER TO HI DUCE SEDIMENT INFLUX AND TURBIDITY DURING CONSTRUCTION c PROPpS DON TRAVEL LIFT BAY _ EXPg1y$lON 32'7.X 110, ROUND CORNERS 10' RADIUS TYP. EXISTING ABC STONE SURFACE SECTION A - A' Scale: 1 "= 20' 110 FEET IN LENGTH 6.0'MSL MEAN SEA LEVEL PROPOSED EXCAVATION = 751 CY --------- - - - - - - I a PROPOSED EXCAVATION 956 CY � � N UNDISTURBED BOTTOM ui NEW BOTTOM SLOPES FROM 7' TO 8.25' AT MOUTH OF UFT BAY, AND CONTINUES TO 12' BELOW MEAN SEA LEVEL AT MOUTH OF BASIN z SECTION B - B' Scale: 1 "= 20' i('oi a El P ICI , � I , I � I C � I � I , 1 _--------- SR 1162, STEEL TANK ROAD r �20o zs' POB UP N 8NS•21'06 g ` 26.01' SHEER LINE INVESTMENT GROUP LLC afn MB 29 PG 376 I F DO 376 PG 71 `_a 65.8v S 88-30' 13"W rf � WHITE WATER DEVELOPMENT GROUP LLC MB 29 PG 3 74 t 14 PROPOSED EXPANSION / EXISTING BASIN @ 110' EXISTING GRADE TRAVEL LIFT BAY i PROPOSED GRADE PROFILE OF BASIN AND PROPOSED TRAVEL LIFT BAY i Scale: 1"= 50' 7� / N,F WIV JnHNSON GRIFFIN DB 746 PG 592 ^B 746 PG 593 M$ 28 PG 688 t M8 28 PG 687 I � I f jr `)B I� t , WHITE HATER DEVELOPMENT GROUP LLC MB 29 PG 374 i rJ/ / i RED l� C TEA - As E/ ,'`��sNN/hlilfll ��'►• RAN C 4RO, r r SEAL "• x '� L_2994 Q suz CA, !� •I D IP I 11 1 200 411 611 • • HIC SCALE - FEET I, STEVEN D. POWERS, CERTIFY THAT THIS SURVEY IS OIL AN EXISTING PARCEL Of LAAD CURVE DATA CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING C-1 340.00' 87.04' 170.41' 28°43'04" 16051'06" 168.64' S 35057'48"E C-2 280.00' 37.09' 73.75' 15°05'29" 20°27'46" 73.54' S 42°48'35"E C-3 20.00, 8.28' 15.7V 45000'00" 286028'44" 15.31' N 68059'47"W C-4 75.00' 149.14' 165.73' 126036' 17" 76023'40" 134.01' S 86038'22"W C-5 340.00' 40,51' 80.63' 13035'17" 16051'06" 80.44' S 14°48'37"E S 67011'45"E 2387.05' 1, STEVEN D. POWERS, CERTIFY THAT THIS PLAT WAS DRAWN L#AVR MY SUPERKSAON6 FRCW AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IV BOOKaWPAGE THAT 7W 90UNDARk-S NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM /A 0ftM T7gV FOUAD bV BOOA' Ao,PAGE _IV THAT 7H£ RATIO OF PRECISION AS CAL CLLATFD IS I.1 00AQ�of 7H4T THIS PLAT WA5 PREPARED N ACCORDANCE Y17H G. AMENDED. WITNESS MY OA`CmW SNGNATURf REGISTRATI NU A S THIS _� DAY OF S D. POWER -2994 TIE LINE LEUND AC - ACRES ECM - EXISTING CONCRETE MONUMENT EA - EXISTING IRON AXLE EIP - EXISTING IRON PIPE EPK - EXISTING PK NAL Nif - NOW OR FORMERLY POB - PONT OF BEGINNING SF - SQUARE FEET R/W - RIGHT OF WAY to CO CQ W rr U NCCS MONUMENT CAR 81 — 1992 REFERENCES DB 829 PC 86 MB 29 PC 333 AREA BY DJID JARRETT BAY CROUP LLC - 27.67 AC+/- 1,205,238 SF+/- NOTES: 1) PROPOSED HIGH GROUND EXPANSION IS A DESIGN BASED ON NCDEHNR, NORTH CA.ROLINA COASTAL MARINAS: WATER QUALITY ASSESSMENT, JANUARY 1990, REPORT NO. 90-01 ALL SETTING AND DESIGN CONSIDERATIONS ARE BASED ON THIS DOCUMENT. DESIGN _CONSIDERATIONS A) BASIN DEPTH < ICWW DEPTH. B) BASIN DEPTH INCREASES TOWARD OPEN WATER. C) ROUND/OVAL CORNERS. D) ONE CENTRAL ENTRANCE. S E P 0 3 1998 2) NEW IMPERVIOUS SURFACE TOTALS: A) PARKING--10,602 SF+/- B) BUILDING - 2,800 SF+/- C) DECK --- 16;5.§1 SF+/ - I (e 1,aq 2— 9Z* Od 6Z 8P1 9LC Od 6Z 9M *L£ Od 6Z 8W iT£ Od 6Z 8W /� Q I:L L"i98 Od 66ZZ2 8�0% SJ 9jv " Fol PWZ- 7 SX3MOd 31 S 839WN V&SID3Y 3N UMOIS 7VN/:7/8'O AM. 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W08A 03ZI11010 d YN AJINIJIA -- -- -- DEC)UNG, 6 FEET AIDE -- - -9 /'Y T r T'1 T f TI V% A I'r9 A .BASE OF SUBSTRATE e,i "/`Im r^ x r ry h! T TT /,v T 1 r rm,v7 7! A Tl DIGITIZED FROM AERIAL, NO SCALE r re ,Q BA SIN IMPR 0 VEMENTS DETAIL a Scale: 1"= 50' ------------ t - or - I J I I I t / r PNO o / r m ° a \ O o° r O �0 u MARSH / VEGETATION �/ / r 0 ( ;r U ° SERVICE 15,351 SF+/- DECKING AROUND (WILDING / OFFICE ILDING 4 i I� _ d 0 I r O o a �O O E%I'Es RUSH Aa RUN)RF ACE / N3� i o oo� o� a s o0 0 p w ( 0 60, AST EXI C \. P STJIyG r ROPO /ST ABC 0' SED P 0 ti ONE SURFAC CXIS7-#V, Oursoc IAC rkPANS E //[�'''�j� AWFL gURFCF 1).,E- rON / r O ti V '�f (CRUEBT OF / r — _ RUN) / BATHYMETRIC CONTOURS 4 VERTICAL DATUM MEAN SEA LEVEL BOANK (OW I L �A EXISTING ABC STONE SURFACE 1 R fX15>� RIP-.�) EXISTING HIGH GROUND BASIN EXISTING RAMP — — — — — — — -- _ _ EXTENT CRUSH RAVEL SURFACE 8 RUN) EXISTING ABC STONE SURFACE 6.0'MSL RI, 327' WIDE io ---- -- - - - - --V J iv d n 0W UNDISTURBED BOTTOM w 7 1 Z - TEMPORARY EARTHEN PLUG TO REMAIN IN ORDER TO REDUCE SEDIMENT INFLUX AND TURBIDITY DURING CONSTRUCTION ROUND CORNERS 10' RADIUS TYP. EXISTING ABC STONE SURFACE I � I I � I � I I I � I I � I I , 1 I _ _--------" SR 1162, STEEL TANK ROAD - - - - _- _---- EIP POB E!P o, aa.oi °D, SHEER LINEsb INVESTMENT GROUP LLC 1 RHUE �i' MB 29 PG 376 D8 576 PG 71 WHITE WATER DEVELOPMENT GROUP LLC M8 29 PG 374 `-8 66.80' S 88-W,19"W SECTION A — A' ' Scale: 1 "= 20' 110 FEET IN LENGTH 6.0'MSL MEAN SEA LEVEL PROPOSED EXCAVATION = 751 CY ----------------------- - - - --- W I J PROPOSED EXCAVATION = 956 CY i� a 00 UNDISTURBED BOTTOM V) NEW BOTTOM SLOPES FROM 7' TO 8.25' AT MOUTH OF LIFT BAY, AND CONTINUES TO 12' BELOW MEAN SEA LEVEL AT MOUTH OF BASIN z / SECTION B — B' Scale: 1 "= 20' PROPOSED EXPANSION EXISTING BASIN .0 1 10' v EXISTING GRADE I TRAVEL LIFT BAY — —-.._ PROPOSED GRADE PROFILE OF BASIN AND PROPOSED TRAVEL LIFT BAY Scale: 1 "= 50' Q.��STf�f®'�� Sir AL i r9L---2994 4 • P� '•y�' Sum: • `ELF .......•�� ,jb N/F UOrNNSON N/F GRIFFIN OR 746 PG .592 i D6 746 PG 593 MB P6 PG 688 Ma 28 PG 687 � 1 lo- `1 \ N/i DONIPHAW DO 775 PG 9.3 WHITE WATER DEVELOPMENT GROUP LLC M8 29 PG 374 . • HIC SCALE - FEET 1, STEVEN D. POWERS, CERTIFY THAT THIS SURVEY IS OF AN EXISTIM; PARCEL OF LAAID CURVE RADIUS TANGENT LENGTH DELTA DECREE CHORD CH -BEARING C-1 340.00' 87.04' 170.41' 28043'04" 16051'06" 168.64' S 35057'48"E C-2 280.00' 37.09' 73.75' 15°05'29" 20027'46" 73,54' S 42046'35"E C-3 20.00' 6.28' 15.71' 45000'00" 286028'44" 15.31' N 68°59'47"W C-4 75.00' 149.14' 165.73' 126036' 17" 76°23'40" 134.01' S 86038'22" W C-5 340.00' 40.51' 80.63' 13035' 17" 16051'06" 80.44' S 14048'37"E S 87111'45"E 2387.05' 1, STEVEN D. POWERS, CERTFY THAT THIS PLAT WAS DRAWN UNDER MY SwERV7SI0V, FRAM AN ACT(,& SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK&VallypA r(r),- THAT TW RO(AVARES NOT SURVEYED ARE CLEARL Y INDICATED AS DRAWN FROM 1 ORMATION F(h4W pV BOAK kml prGE'ffj THAT THE RATIO OF PRECISION AS CALCULATED IS 1.100,g THAT TH/S PLAT WAS PREPARED NV ACCORDANCE )"TV G. AMENDED. WITNESS MY ORIGINAL SIGNA?LW REGISTRA7/ NUM A S THIS _� DAY OF � ,A.D- I9 - S D. POWER -2994 NCGS MONUMENT CAR 81 - 1992 LEGEND AC - ACRES ECM - EXISTING CONCRETE MONUMENT ElA - EXISTING IRON AXLE EIP - EXISTING IRON PIPE EPK - EXISTING PK MAL N/F - NOW OR FORMERLY POB - POINT OF BEGINNING SF - SOUARE FEET R/W - RIGHT OF WAY n ry ry ry 7-1 ry i rr" cv YB 29 PC 333 A T1 71 A JARRETT BAY GROUP LLC - 27.67 AC+/- 1,205,238 SF+/- ikrmm"ci_ 1) PROPOSED HIGH GROUND EXPANSION IS A DESIGN BASED ON NCDEHNR, NORTH CAROLINA COASTAL MARINAS: WATER QUALITY ASSESSMENT, JANUARY 1990, REPORT NO. 90-01 ALL SETTING AND DESIGN CONSIDERATIONS ARE BASED ON THIS DOCUMENT. DESIGN CONSIDERATIONS A) BASIN DEPTH < ICWW DEPTH. B) BASIN DEPTH INCREASES TOWARD OPEN WATER. C) ROUND/OVAL CORNERS. SEP 0 3 7998 D) ONE CENTRAL ENTRANCE. 2) NEW IMPERVIOUS SURFACE TOTALS: A) PARKING--10,602 SF+/- B) BUILDING - 2,800 SF+/- C) DECK --- SF+/- 6— DECKING, 8 FEET AIDE STRINGERS d- (TYP) _.� BASE OP SUBSTRATE i.. r Awo T 0% 1 r /7 T TT /'V T 1 T TrrltT 7 i A T 1 DIGITIZED F KUM AtttIAL, IVLJ Jl HLt / / / BASIN IMPROVEMENTS DETAIL 7 Scale: 1"= 50' _-- -- I i J I III I / y 0 42• 6 I ago,- SON ' o a0 o ` Q 0 �! ! O 0 0 0 o 0 MARSH / VEGETATION 0 / !r p RwCE 15,351 SF+!- DECKING AROUND BUILDING r 8t SE /o /, 0 OFF( BUILDING N r O O 0 Oo' SURE Q p / N QO� 0 �� 0 O / oaf NT(CRUSHAS m/ 3 I O O O boo O / I ��JJJ Lggp 0 -�O� ® ; f COO 60, l, _ I ®a asr fx1STiNc 10,60e PROP I � O STONf SURFS EXISTt�RAOUTSIDC OF EkP 0 / J a QF r' C / �- BATHYMETRIC CONTOURS A - -- , VERTICAL DATUM MEAN SEA LEVEL IaER EXISTING PI j EXISTING ABC STONE SURFACE Rl�( I ) C? A i EXISTING HIGH GROUND BASIN EKISTING RAMP EXTENT OF GRAVEL SURFACE — — — — — — — — — — _ (CRUSH &RUN) --TANG AREA) I D FOR STAGING LARGE VESSELS TO ENTER , 200 TOly TRAVEL L!<- q EXISTING ABC STONE SURFACE 6.0'MSL 32" WIDE J � a 14 w UNDISTURBED BOTTOM w 7 1- --� z SECTION A - At TEMPORARY EARTHEN PLUG TO REMAIN IN ORDER TO REDUCE SEDIMENT INFLUX AND TURBIDITY DURING CONSTRUCTION ROUND CORNERS 10' RADIUS TYP. EXISTING ABC STONE SURFACE 110 FEET IN LENGTH 6.0'MSL MEAN SEA LEVEL PROPOSED EXCAVATION = 751 CY i° _J In PROPOSED EXCAVATION = 956 CY ^ a N to w UNDISTUF?SED BOTTOM \\N v= NEW BOTTOM SLOPES FROM 7- TO 8.25' AT MOUTH OF LIFT BAY, AND CONTINUES TO 12' BELOW MEAN SEA LEVEL AT YOUTH OF BASIN .S' F, C. TION B - B' Scale: 1"= 20' PROPOSED EXPANSION EXISTING BASIN 110' EXISTING GRADE TRAVEL LIFT BAY -- PROPOSED GRACE PROFILE OF BA SIN AND PROPOSED TRAVEL LIFT BAY Scale: 1 "= 50' I !TI I ICI � 1 I b I � I I � I 1 I I �I ____�---------- SR 1162, STEEL TANK ROAD EIP 1—" - - — - - N es•z i'oe"E `� ,I 1 ' aoO.W.yPOB — !� �601' a�1 0 a 1 °Dt SHEER LINE INVESTMENT GROUP LLC s I RNHUE DB MB 29 PG 376 j 576 PG 71 WHITE WATER DEVELOPMENT GROUP LLC MB 29 PG 374 '-8 55.80, S 88"30'13"W NrF :ONNSON NSF Gfllt"FtN DB 746 PG 59? 08 746 PG 593 W ?8 PG 688 h18 c8 PG 687 t F•^ � Fr � E `yt��uutit/i�Ntar�i�Nr w SE Al L jb d AVF \ DONI PHAN Do 775 PG 9 WHITE RATER DEVELOPMENT GROUP LLC MB29PG374 200 0 200 400 600 GRAPHIC SCALE — FEET 1, STEVEN D. POWERS CERTIFY THAT THIS SURVEY IS (K AN EXISTING PARCEL L>E LAA19 CURVE DATA CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH -BEARING C-1 340.00' 87.04' 170,41' 28043'04" 16°51'06" 168.64' S 35°57'48"E C-2 280.00' 37.09' 73.75' 15005'29" 20'27'46" 73.54' S 42°46'35"E C-3 20.00' 8.28' 15.71' 45000'00" 286°28'44" 15.31' N 68°59'47"W C-4 75.00' 149.14' 165.73' 126°36' 17" 76023'40" 134.01' S 86038'22"W C-5 340.00' 40.51' 80,63' 13035' 17" 16051'06" 80.44' S 14'48'37"E S 87011'45"E 2387.05' I, STEVEN D. POWERS, CERTIFY THAT THIS PLAT WAS DRAWN La"R MY SUPERVISION, FROW AN AC7U* SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORD#D * 90C "gpAGE TPNT THE BOi1lADARES NOT SURVEYED ARE CL£ARL Y INDICATED AS DRAWN FROM mwON91MAT,1py FouW IN BOO+ .PAGE 3. THAT THE RATIO OF PRECISION AS CALCLLATED IS /.j00Wr THAT TN/S PLAT WAS PwPARED IN ACCORDANCE V17H G. . AMENDED. WITNESS MY CWI64 & SA;NATVRE REGISIRA T NUM A S THIS -_� DAY OF S GiW D. POWER -2994 AC - ACRES ECM -- EXISTING CONCRETE MONUMENT EIA - EXISTING IRON AXLE UP - EXISTING IRON PIPE EPK - EXISTNIG PK NAL N/F - NOW OR FORMERLY P013 - POINT OF BEGINNING SF - SOUARE FEET R/W - RIGHT OF WAY TIE LINE NCCS MONUMENT CAR 81 - 1992 T1 Tv7-1"Tf 7-71T/ti"ev MB 29 PG 333 AREA BY DAID JARRETT BAY GROUT' LLC — 27.67 AC+/- 1,205,238 SF+/— NO TES: 1) PROPOSED HIGH GROUND EXPANSION IS A DESIGN BASED ON NCDEHNR, NORTH CAROLINA COASTAL MARINAS: WATER QUALITY ASSESSMENT, JANUARY 1990, REPORT NO. 90-01 ALL SETTING AND DESIGN CONSIDERATIONS ARE BASED ON THIS DOCUMENT. DESIGN CONSIDERATIONS A) BASIN DEPTH < ICWW DEPTH. B) BASIN DEPTH INCREASES TOWARD OPEN WATER. C) ROUND/OVAL CORNERS. D) ONE CENTRAL ENTRANCE. SEP 0 3 199$ 2) NEW IMPERVIOUS SURFACE TOTALS: A) PARKING--10,602 SF+/— B) BUILDING — 2,800 SF+/— C) DECK --- NOMf SF+/— �QI'agg'