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Home My WebLink About8-02 Oversized PlansA & K Project No. 99134 Tryon-- Palace Historic Sites • 0 0 Hl*sto ducati*on & Visitor Center Warbour Boat Works Site New Bern, North Carolina Gardens x °I� Ne,n Iron Rod Set ' I + -- ' %qe 1 I Poin, on Line\\ 1��, �� 4.749GP-23 dram -0.87 352.25 S 07'32'27" E Flom Marl/Gravel \� AO Southern Right of Way S. Front Street O + �- , II � -5.47 + _- - r/ I -3.47 + -5.07 + Cc 66 -2.67 r co i I CONCRETE j �+ 4.71+ GP-20 I (1 I S c^v +�0� �TA �� 3.64 GP-37 3.73 ® GP / '� �6 PAD SFCRMER ll -3.87 4.44 s GP S6 ° 0Z k� 1 I 176 GP- -28 . i II I I i I -5.67+ 90®GP-38 ' ' 9�p 4.28®GP-12 1 b > I -6.37 + -7.37 + 7 Frame a \ _ c 4.d6. G - s �of �0� ' - _ o j '` 8�6� 1 a,I o I -7.0, + -7.07+ -4.37 Winch House; l �� j I o ��9 -7.37+ - r i �� r C� �` ' w /�� ' \ ° Marl/Gravel ( I -5.37 / r O // wood , > / � I 1 ` ` 1 I L Platform ' m / \ • \ \ \ ` 1 I Conde L\\c-,- -4-1+-5.57+ `./1C. Bas6.17+ -5.27 1z_To 4.-7.37+ - / 1Pad S� n P �-6.87 + \nc. \� 4.09 �P-24Co -� / /. FlaprtGa 0" RCPw Woad 1 \ .'1 a � _ � to 0.64' Bulkhead .90 13 Marl/Gravel \ \� j a ' ' z fj i � \ � I✓� ' I I I � � \ � United Stotes Coast and Geodetic Monument -3.97+ Frame Bldg. 2.380GP-34 \ // p I l \ Stomped E 146 AZ MK �C 1 Stcr / I/ !• I a.55.GP-1 \ lIl Nothing 498,433.258 on Pilings j' I i ' /I '\ Sestina 2'SPC 858.179 �8 + -5.67+ O 3+ 3 ! �$ �- .37 + 3 + 0. 0 �� r �� Steel Bulkhead 0.98 + _ 1.13+ -6.67 + r _3 0. o ICI �� w ;1 �� r + 0.90 + 0.90�' I ! - 57 + 7 + M I Z 3.19 ® cP-22 / + 0.5C! c� _ O 0.13 + �•_ / 4.5 ®GP-14 / + 0.70 o. /. -7.27 + r - .1 7 + - 7 + o -0.67 + .70 ��/ 1 = • I 1 / �'� T teel ulk ea +-1.0 c + -a1 .10 .10 \/ r r r .O O J - 0 -2.67 + 80 -4.5 ao-ulkhead -4.52 + -2.02 + 3 r - .6 _7.27 + �e .90 3 -4.42 + UNDER WA �R - .60 cv �r 3.37 -4.27 t cs '� _490 -6.62 + -4.32 + BULKHEA -1.10 -4.07 + .80 + -5.82 -6.52 + RG + -1 30 r - '90 - .20 ARG S r -2.50 -5.57 + 'L HER -7.22 + -5.72 + r END OF -5.07 + a .6c + -7.02 RAILS - .10 -8 32 t L + + -11.10 -8.^v2 + -7.32 + + -3.60 -5.67 + - .30 + -8.42 + -3. 0 .30 -8.52 + _ _ + -10.10 + 4 20 N 87°58'S8" -8 42 -6.10+ -6.10+ -6.70 + -7.30 + -7.70 + -9.40 + SURVEY NOTES: 1. SURVEY REFERENCES NOTED AND ALSO DB 887 PG 321 AND A MAP OF SURVEY OF BARBOUR BOAT WORKS BY ROBERT M. CHILES, PE DATED JUNE 24. 1997. 2. ELEVATIONS FROM MEAN SEA LEVEL DATUM NGVD 1929. HYROGRAPHIC SURVEY SOUNDINGS NOT REDUCED TO MEAN LOW WATER AS OF 10/22/99. 3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. 4. AREA OF BARBOUR BOATWORKS TRACT IS 6.472 ACRES TOTAL AND 5.221 ACRES ABOVE MEAN HIGH WATER, 5. SITE IS WITHIN FEMA FLOOD ZONE B AND ZONE AB(ELEV.9) FEMA FLOOD ZONE LINES SCALED FROM COMMUNITY PANEL # 370074-0004-E DATED MAY 4, 1987. 6, THE LOCATION OF THE THREE SUNKEN SHIPS AND THE UNDERWATER BULKHEAD WAS MARKED WITH FLOATING BUOYS BY UNDERWATER DEMOLITION TECHNOLOGIES ON OR ABOUT FEBRUARY 1, 2001. THE POINTS WERE SURVEYED IN BY ROBERT H. GOSLEE & ASSOC.,P.A. ON FEB. 6, 2001 ALONG THE RAILS AND ALONG THE EDGE OF THE SUNKEN SHIPS. Andrew CONSULTING ENGINEERS, INC. WMINGTON, NCREET I PHONE (910) 343-9653 FAX (910) 343-9604 www.andrewandkuske.com W 419.83 0.20 - .30 -8.52 + END j RAILS + -9.80 + -10.30 + -10.10 + -10.50 +-10.22 - .40-10.02+ +-10.22 + - .30 END OF RAILS + -10.10 + -11.30 + -11.60 + -12.60 +-13..`0�' / +-12.10 r + -13.10 -10.52 + 13.60 END OF RAILS + -12.60 + -12.40 + -12.40 + -12.10 + -13.20 t -12.40 -8.52 + 0 - . + -4. -U-SHaiI1bar7 Line -a 52 Port of New Bern-10.42 + + -4.20 BARGE HULL + -4. 0 (SUNKEN) -9.52 + -10.82 + + -4.3 + -3.90 WOODEN HOIST + -4.00 + -4.9 NOTE: THIS PARTIAL PORTION OF MAP OF SURVEY BY ROBERT H. GOSLEE & ASSOCIATES, P.A. IS FOR INFORMATION ONLY. Existing Site Conditions Scale: 1" = 40' t + -3.70 + - 5.1 + -4.20 STEEL + -5.1 TUGBOAT HULL + -5.10 (SUNKEN) + -5.30 + -5.90 + -6.10 -6.10 + -6.30 -5.80 + -6.60 WOODEN TUG - 6.60 BOAT HULL + -6.90 (SUNKEN) + -7.30 + -7.20 + 7.20 + -7.20 + -7.30 �6.90 + -'7.20 + -6.90 13:T�]�►i►�I JURKOWSKI ARCHITECTURAL COLLABORATIVE 811 WEST HARGETT STREET 919/833-8818 RALEIGH, N.C. 27603 FAX 919/833-6898 INTERNET: http://www.bjoc.com © 2001 ANDREW & KUSKE C I EXISTING MONITORING WELL SHALL EXISTING GUARD SHACK SHALL REMAIN IN PLACE. REMOVE AND DISPOSE OF EXISTING 1 STORY FRAME SHELTERS, FOUNDATIONS REMOVE AND DISPOSE OF BE PROTECTED DURING DEMOLITION SEE PROJECT MANUAL. BELOW EXISTING GRADE SHALL REMAIN IN PLACE. EXISTING SIDEWALKS ON SITE. AND SITE REMEDIATION. SIDEWALKS WITHIN STATE/CITY REMOVE AND DISPOSE OF EXISTING 1 STORY BRICK BUILDING- EXISTING CONCRETE FOUNDATION ��" + '' I I I � SHALL REMAIN IN PLACE. RIGHT OF WAY SHALL REMAIN �A� I \ �� PROVIDE TEMPORARY FOUNDATIONS BELOW EXISTING GRADE SHALL REMAIN IN PLACE. oon IN PLACE. GRAVELLED CONSTRUCTION REPAIR THE EXISTING SIDEWALK WITHIN THE RIGHT OF WAY AS - 1 ENTRANCE AT EXISTING REQUIRED IF IT IS DAMAGED OR CRACKED DURING BUILDING DEMOLITION. �II N . N°ter a°e Corp.Christopher &Arleen SabistonINSTALL NEW 6' CHAIN LINK FENCE AFTER �-22" Magn a ACCESS GATE INSTALL NEW 6' CHAIN LINK FENCE AFTER 1 Story Brick DEMOLITION WORK IS COMPLETE IN THIS \ I IG + a" Henr & Mari. Marchetti ! °g'S44 DEMOLITION WORK IS COMPLETE IN THIS AREA TO SECURE THE SITE PERMETER. +�\ „ Ho y Ill Pg DO a48 i � Ei //m/ \ AREA TO SECURE THE SITE PERMETER. c t Story Brack TIE TO EXISTING FENCE. EXISTING GATE �� 30" 0� / a y � 2 st°ry Fro- se. Edwin H McGovern � �/ o a (� ob ,G89 F E �� Ei / 2 Gas Fir / // \ TIE TO EXISTING FENCE. SHALL REMAIN FOR ACCESS. s E \ . �I CC ll <� - FFF P9 710 6 37' of) + 6 9$ �- EXISTING BRICK BUILDING 1� U �� _ _ / __ 6 5_ Story Bri°k & sl°ak 1 Con Driv@ C. n 9Concrete Sldewaik 'h two SHALL REMAIN IN PLACE i Tod 5. --- - -_ - s s�-- -- - T15e�4 - ') 19 m, m of bakes o n�' _- �_ -m' Basin >> 5,38 ; I I O S Coic^Sid�wd�� - - �. let Ay. j 6 Top65.38� 6 Ss / .77 cn I .91 In°vp2 31' _ In' � C. - - - Inv 2.67 _._ _ +-6_42 - - .. N I / EXISTING SIDEWALK TO REMAIN t 9 C. Bain �+ Mh. -_ - -- Q s 2..Rc Top 5. 1� / �- o\\r + ( Lane To 8 5.70 = _ d n 0 o c� + --�5 _ ---6 -�1 6.66+--c--_ P33 /rdrantl v 1 94 �'_ _._..G a ,' 2, .l W Tr n PalaC2 Drl / /+�_ _.-o o - --s _ \ San. Mh. SEE PROJECT MANUAL FOR SELECTIVE DEMOLITION S f� Top ao; y / / s3 9 �o Tap 7 59 / / + 7.,9 Inv 40 r ! y I I I� � erly South Front St-, / ,-,� IN AND AROUND THIS EXISTING BRICK BUILDING. \ s� (Fa ��- - --- 6 `°" '' � c. �asin Inv -5.z, EXISTING MONITORING WELL SHALL S I I Junction Box ( SQp 4.69 h' + 7.76 // Inv 1.62 vJ AFTER THE SELECTIVE DEMOLITION IS COMPLETE Brack _. - I BE PROTECTED DURING DEMOLITION J A _ �. Q __ .- ---- - \ 4 ( RkedtaPhalt)y DLO 'jD 6" San.Sewer noncrete Sidewal J �X RR Igon oEle nha'e / AND SITE REMEDIATION. IN ACCORDANCE WITH THE PROJECT MANUAL, REMOVE + Ngrthin ,5 8,949 2 Inside drop Earn 6 4O� C \ Easting 2,58�29 5 • P-1 inv. elev. 3.89-_�'06'09"w 221.50' AND DISPOSE OF THE EXISTING BRICK BUILDING. +,� s �6? sst. Mh. �\ �I �� ' 86• 0'27 95.00 I c. Basin ManU FOUNDATIONS BELOW EXISTING GRADE SHALL 6 9, 5' J'59 I - a ment to Monument S 4h. nv - 3/ + 2.20' REMAIN IN PLACE. I p Pale L Conc. SSa®GP \ I \ + To Foundation Inv 1'.64 cult Flag / , 1 Frame Bldg. � 1 Story / (n U.S. Coast and Geodtic Survey Monument +6.67 / / 8" Twin M , Tor 5 04' I \ rn Brick Bldg. i + � 93I Stamped E 146 1935 EXISTING MONITORING WELL SHALL / P g / s Y a + Inv -0-1 �� I 1 Story Sj ) ` 1 Northing 498,937.017 BE PROTECTED DURING DEMOLITION , E o y Easting 2,585,575.269 AND SITE REMEDIATION. / 93 I / Brick B d I ° ® , I o SPC 83 I rick Bldg. g S / a , Benchmark Top of Monument: 7.56' NGVD 29 +, + S r1 I II I 1 Story /� 2 Star n �/ 4.70aGP 15 \V o� 1/ ( �ti / s.7s • GP 2 0 I =- ��I + + EXIST FILL CAP ) INSTALL NEW 6' CHAIN LINK FENCE AFTER ' Magnoli '-�-' -- Fra' Shelter DEMOLITION WORK IS COMPLETE IN THIS 511 I FOR UST SHAt� BE \ +6.69 AREA TO SECURE THE SITE PERMETER. 2 ` �1�� I '� I s ��F;; Cap far PROTECTED DURIrgG \� �, REMOVE AND DISPOSE OF EXISTING TIE TO EXISTING FENCE. I t�' ® _ / A under% DEMOLITION \ I 1 STORY FRAME BUILDING. A SMALL 12" Magnol a + - S6 I StoragerCTa d Y \ + ) <<1 4.66 V; PORTION OF THIS BUILDING HAS BEEN ' 12 Pue ; I I \I- tx �+ \ 7. ` I REMOVED AS NOTED. THE CONTRACTOR 4.17 +A II F SHALL FIELD VERIFY THE EXTENT OF THE + �191 '; Grave' / / I �9 o I REMOVAL. FOUNDATIONS BELOW EXISTING I Parking / Marl/Gravel T x GRADE SHALL REMAIN IN PLACE. REMOVE AND DISPOSE OF EXISTING / s f I \, Mar/Gravel �� / 1 STORY FRAME BUILDINGS. FOUNDATIONS I / � / 1 N +6. +°''g o / BELOWPLACE. GRADE SHALL REMAIN I+ + II /I 4.20 3.86+ I Fr� Bldg. /J jl / 1 z I St. Mh. Story j / 6 Top 4.38 I l I I I / 9 Inv -1.341 '- Top 3.93 + \ Conc. S C / I I I 12+ A L2" C Inv 0,90 v + 4.33 • GP-26 4.15 ® Pad \ 2 / O ,o. 1 \ GP_t8 `" / City of New Bern 12" M nol` / Q + - I \ 3> / ` � i' Db 930 INSTALL NEW 6' CHAIN LINK FENCE AFTER + i A� 1 i 1 i A 3.a2 �� /' \� �� W Qan �' 4 Pg 878 DEMOLITION WORK IS COMPLETE IN THIS / 2/+�o k I Top ^las 6 / i' ) /} AREA TO SECURE THE SITE PERMETER. '6 / / 12" Twin I Inv o 73 I \ / \ A6 I 6�2�. GP-4 TIE TO EXISTING FENCE. /°r Pole% I Y A/9 ,\ // \ + 1 / �4^ o k f Sr n. Mh. STORY op 04.21 35 11 I \ ` 1 \t ^�\ \\\ `\ I �!\ HAS EXISTING BEEN REMOVED FRAMEBUILDING BOINTDRACTOR + 13.59 ^,/ _- o 1' 3.2z•GP-„ 1 /// / s SHALL FIELD VERIFY AND REMOVE ANY 4S34 /( 4 08II L. I I I I REMAINING PORTIONS ABOVE EXISTING rameg. 1 Story le / / I GRADE. FOUNDATIONS BELOW EXISTING 4.1 3 I ! // �S " \ Frame 51d - - - i Ele S� o I I II GRADE SHALL REMAIN. _ / _\ �\ O J / I .� +8 m g o�as 4 ak + r I I o, /- 1�� J �00 / .. � / �j \v) / 4.21eGP-\- iq. Igubsta!on cc I _ }` c7lin Top 7 4.23 \ - I p ..� - - - �- -r 8 P inv. .99' Y S 0T20'33"E I D v I ��--G--B° ;n �r1 / ua // 9 \\ /R z To 4.51 I /� '- - P� +�- -.. � \�I rt 21.60 total q Top 8. 910 0 9 In� 0.71 \ 5 y +- 1 m. 2. �v ° \� n Inv 3.49' / a 0 ID /� •6 a RCP �'/ - /1 \ \\ � + 4.15 EXISTING FIRE HYDRANT SHALL BE % I 12 RCP " o I I \ 0 I / I� PROTECTED DURING DEMOLITION C. Basin ( Fr + Top 3.1s \ ��-3 /// 5F Y Wat �M�te l S ' I \ \ \ anc. pa p d �LI \�1 / `'99 I AND SITE REMEDIATION Inv 0.56 \ + 4.19 1 8 S S t 4. 6 I ��iY :r.., 26 SuS m I \ \ RS_/ I o ' I+ P^ I \, Brick v6 Curb Inlet vz Sa / 1 I I H r f' - ) Gu{� I ro' / l c� Woo II Top 3.22 S + 4.3C �/ 1 ��S2I I w -7- I Marl/Gravel 3 I II / b + _ Inv 0.37' _�- II / S 0 N + 4.24a --- 4.22 °� , / ��nl Manh e vo ..__ ��g o d^�� ' �'� EXISTI' G MOINITORING WELL SHALL " I I I j I 1 E° \\4.s3 k� 3.23•GP-36 .-_- ��..1 BE PR DURING DEMOLITION o I I I I 1 f III N AND SITE �EMEDIATION. II O v \� I- 1Q ak S+ 4.49®GP-18 I / / I I S II San. Lift Sta`iion J9 \ z. K // \ Q of I I I 9 P 9 + / k• \l I Y I I Geo robe Borings Co}c. Headwall / / p 57 + OIdI Lift Stationv A r/i _- \ S / J J l.__ I , I' \ / I I I a 7 5.097 -2.37 + % Bypass \ ' '\ (� SI I \ -�--- POINT236 498 8 NORTH -1 .67 + 67 + In3d 1 I �/ , J -- 0+ �1 / b� + 7178 / v 1237 498554.105 EAST ELEV DESC ELEV TOP PVC o I / I 2585284.839 4.334 GP-26 6.60 - 92 - 2.47 ++ 0.\37 ) / 4 - 14.31 ®GP-27 II ,\ I' / / I II I c 123 2585187.657 3.900 GP-31 5.21 8 498503.836 2585087.657 2.900 GP-38 5.21 15" Force Main 6" Force Main �i / 0 1239 498526.546 2585151.384 3.657 GP-37 6.19 rom LS # 10 runs along from LS #9 to TEMPORARY / I QS I \ // I I \ I 4C 498527.901 2585201,598 3.726 GP-33 6.16 oadwa of Tryon Paloce LS 10 alan roa`Nc / / Marl Grovel Y Y # 9 Y WIRE BACKED f 0.57 3.92•GP-32 I \ I /// I 1241 498411.894 2585222.973 3.383 GP-34 4.16 '` + 1242 498411.894 2585203.698 2.383 GP-34 4.76 Drive or sidewalk, also up or sidewalk SILT FENCE I p_ I ? 1243 498429.473 2585318.308 4.093 GP-24 5.56 Metcalf post Pollock Drives. in unkown locatior', / 75' CAMA AEC \ ) I I I I �O 1244 498509.697 2585281.135 4.444 GP-27 6.58 / New Iron Rod Set I + 1 Fire \ S > 1245 498576.960 2585295.482 4.306 GP-27 6.58 I idydront I ' I I I 1246 498553.772 2585347.1 15 4.736 GP-23 7.20 Point on Line I \ 4.74 • GP-23--- ,q z -5.37 + 5.67 + -0.87 352.25' S C7°32'27" E From Marl/Gravel \ \I R I I I / I / / 1247 498497.744 2585324,330 4.863 GP-25 7.14 REMOVE AND DISPOSE OF EXISTING 5.47 + Southern Right of Way S. Front Street \ + 00 + I I II 1248 498533.182 2585415.179 4.711 GP-20 6.66 FRAME BUILDINGS. FOUNDATIONS -5.47+ O�I _ °_ p`O� - - A ��6 i ;! / (/ ' + A 1250 4985C,.1o3 2585471.118 4.553 GP-,2 6.65 59 3 9 1251 498357.0 1 258545 . 50 4.545 P-14 6.77 -5.07 + 86 / �' 357.051 25854.,2.950 4.545 OP-14 6.77 BELOW EXISTING GRADE SHALL REMAIN -3.47+ J / I CONCRETE �+ 4.71•GP-2o III / S; 1 252 498359.112 2585391.474 3.186 GP-?2 5.37 IN PLACE. -2.67 ° / ID 0 3.73®GP-33 l PAD * I I I , 253 4 8611.666 2585411.816 4.487 G 8 6.73 I .h. J• / � PAD O o II I I 1254 498701.^088 2585418.830 4.212 G�-,7 6.46 6 ' 1 I h 1255 498622.540 25851 27.1 30 3,231 GP-36 5.59 REMOVE AND DISPOSE OF EXISTING ABOVE GROUND + REMOVE ABOVE GROUND' PORTION ` oR - - �� I I I' N 1 s 1342 498926.552 2585515.010 5.542 Go_1G 7.80 �\ TOF EXISTING WOOD /PLATFORM. Q II 343 495686.963 2sas422.1os 4.697 c=-15 7.42 MARINE RAILWAY AND ABOVE GROUND MARINE -3.a7 FOUNDATIONS PILINGSI BELOW EXISTING 4.44•GP-28 S6 �\° GPI I , I 1731 498773.032 2585426 157,0?0 3624 G= '6 5.06 99 \ / + I I I 1 731 498773.032 2585157.o9C 3.624 G?-35 10,0 (Could not remove cap) RAILWAY FOUNDATIONS. FOUNDATIONS -SLOW •GP-36 \ P� u a l 2229 498937.626 2585573.414 7.577 cP-1 10.02 _ GRADE SHALL REMAIN IN PLACE. -� ° 4.2s•GP- 12 h- I I, \ \ \ \ 1 C I 2230 498080.411 2585546.B41 6.749 GP-2 9.17 T -7.3 7 + _7.07 + 7.07 + -4.37 Wrams- R1i c House \) �-+ 5 O // I c 4.86 ®G 5 qo ° , a� ~ o I / / /) + ^' n I 22232 235 498759.776 2585523,100 6.284 GP-3 8.18 EXISTING GRADE SHALL REMAIN IN PLACE. 6.37 _ _ �' ° 1 ) E 6� I 2231 498836.595 2585560,683 7.107 G. P-4 8.55 -7• �� (, �� 0 75' CAMA9AEC / I / I I� I fin_ 2236 498681.630 2585530,657 6,655 GP-5 8.86 / o 7S CAMA AEC �� . �% A ® Gravel TEMPORARY WIRE BACKED SILT FENCE 5 37 / wood (. \\ ALONG THE SHORELINE AFTER THE BUILDING _ (� Platform m / \ \ i, Gone Rim IS REMOVED. t / a �' / , \\�;� \ rouna,'CB r \ -. �: �. _._ -5.57 + -5.27 / / \ �� '' • // / I I \ \ l C. BaSi REM VE AND 7.77+ o \ J/ ,_� / ��, - / \ Pad' s, _ I (III /I / t \\ `-Inv a. /� \ EXISTING ABOVESPOSE GROUNDF L I / I \ ( \ I / / / , ` GROUND MARINE RAILWAY EXISTING WOOD BULKHEAD 7.57+ \ I \ \ \ MARINE RAILWAY AND ABOVE -6.87+ ` o° \ �+ 1 / z �, I / / / / / / / Ecm n ulkhead SHALL REMAIN IN PLACE. ° \ .I( \ ' �- w d f� ma TSB \ \ \ \ I < ao9 j cP 21 3 \ \�/� nvert 30" RCP with FOUNDATIONS. FOUNDATIONS O F I o �V _. - III Flap Gaie 0.64' khead .13 Marl/Gravel •� \� /-� a \ ___ _ I \ LOW EXISTING GRADE SHALL 0.00 \ �`�� / c / � I \ \ United States Coast and Geodetic Monument -3.97+ 'o �Frorrle 31d 2.3s•GP-34 \ / o `I \ stamped E 145 Az MK R AIN IN PLACE. REMOVE AND DISPOSE OF io.o 1 St T I s \ \ I4.55/ 1P Northing 498,433.258 EXISTING 40'+/ TUG BOAT a 1. 13 on Pili 9S .,,� SF \\ �5' ( \\ 1. \ =GP- ' `\ \\\ Eating 2'Sac 838'79 8 + \ TI \ _ \ 5.67+ 3 ` 1- z, EXISTI(N1� STEEL REMOVE AND DISPOSE OF EXISTING MARINE RAILWAY / -aC5 1 37 3+ o o r\� I I' ( r- \ - � BULKHE D SHALL �� - steel Bulkhead AND MARINE RAILWAY FOUNDATIONS WITHIN THE RIVER. I %� s� I J = REMAIN IN PLACE.I ( TEMPORARY WIRE BACKED THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING -6.67+ 3 f 0a 1.13+I I w l .i l l 6 - /\\\� \\ / 1 + 0.90 + 0. SILT FENCE THE EXTENT OF THE MARINE RAILWAY AND FOUNDATIONS -2°+ T REMOVED WITHIN THE RIVER. - -�.57 p+ \\ Z I / /- vLi/ 3.19.G,P-22 \ _ / o_ 0 BE REM VE C 1 I { \ 45 •GP 14 +o. o SHORELINE 6.87+1� ° + -�. 0.13 + 0. / 5 --�` / 1 80 S�of -� 70 60 \ C - � n a LL i \ I - _ 3 ! f _ 7't d o \ /� . / W F _ SF _ , .._-� O 1 + -0.1 -3.17 I REMOVE AND DISPOSE OF EXISTING 1 STORY �°° a I 0.67+ -0.70 \ \�� ( N 11 �� - _� �°""`� U,khe°d -1•c2+ o a FRAME BUILDING. FOUNDATIONS/PILES -7.27 o 1101 ° o .10 3 \ J 3 J R ON LAND BELOW EXISTING GRADE SHALL l )-''--- �` -- REMOVE AND DISPOSE OF EXISTING REMAIN IN PLACE. FOUNDATIONS/PILES IN / 3 2.67+ ° I -4's wood Bulkhead -4.52+ + .50 MARINE RAILWAY AND MARINE THE WATER SHALL BE REMOVED. -7.27 60 I 3 9 a3.ao -4.42+ 1 RAILWAY FOUNDATIONS WITHIN THE ° £ UNERWATER RIVER. THE CONTRACTOR IS RESPONSIBLE 3.37 -4.27 + i t + -4 90 -6 62 + -4.32 + � o e LKHEAD -1.10 FOR FIELD VERIFYING THE EXTENT OF EXISTING DOCK HAS BE REMOVED. THE ° ° ° ° 4.07 + 3.ao + - '82 -6 52 + + -1 30 L4RG EXISTING WOOD BULKHEAD THE MARINE RAILWAY FOUNDATIONS CONTRACTOR SHALL FIELD VERIFY _ 90 ° ° ° ° + - .2 ARGE SHALL REMAIN IN PLACE. 1 TO BE REMOVED WITHIN THE RIVER. THE EXTENT OF THE REMOVAL AND ° ° 5.�7°+ I I �HERE� -5.72+ i -2.5 REMOVE AND DISPOSE OF ALL REMAINING END of o ° ° ° 7I o - 07 + 460 + - 02 _8 32 + -7.22 + PILINGS. RAI!S�o+ ° I I + -2.6c �- EXISTING BUILDING HAS BEEN REMOVED. . ° I EXISTING WOOD BULKHIEAD + -11.10 SHALL REMAIN IN PLAC -8.02+ -7.32+ + -3.60 THE CONTRACTOR SHALL FIELD VERIFY 67 t a + -8.4 1 + -3. a THE EXTENT OF THE REMOVAL AND ° ° 1 ,30 5' -8'52+ I DISPOSE OF ALL REMAINING PILINGS. -6.30+ I +-10.10 _t \ N 7 8'58"'W 419.83' -8.52 + -8.42 + -4.20 SURVEY LEGEND � � � ° ° +� 4. o 1 ° ° - I - 30 -8.52+ U.S. arbor Line 0.20 - - r - - - - Match Line Buried Unkown Conductors i � I �®' �' �'" �'"" °"$' 'a" - �° - - - - - - - ° o o -8.52 + - 10�42 + + -4.20 ° 40 10. � ° + 0 ° 10.2 -10.02 + 1 -. Buried Water Line �J-6•lO+d ° ° a ° t 1 � I � -11.10 ND OF I _9 52 + -1082 + + -3.90 Buried Electric Line ° ° ° AILS ° + 0.22 B RGE HU + -4.3 ° - °-10.52+ I -6.701 ° ° + -9.80 R S ) REMOVE AND DI��POSE1�1Fo EXISTING MARINE RAILWAY 1 EXISTING WOODEN HOIST Buried Phone Line - - �� ° ° AND MARIN NDRAIILWAYI FOUNDATIONS WITHIN THE RIVER. 1 wood Hoist+ 4.9 + -4.00 - - •.� .,� + -lo. o ° THE CONTR`OR IS RESPONSIBLE FOR FIELD VERIFYING 1 -7.30+ •", °• °� 1 Fire Hydrant ,� ®+ -10.3 ° 1 THE EXTENT OF THE 1�I��NE RAILWAY AND FOUNDATIONS 1 ® Catch Basin ° ° TO BE REMOVED WITHIN THE RIVER. I U 1 5.1 + -3.70 ° o +� ® Water Valve + - 1 0.1 ! 1 -7.70 + - ® Water Meter o ° + - 1 2.40 1 a e + -4.20 Tree (Size Noted) + -11. 0 0 1 3 + -S.1 -9.40+ + -1b.5 1 EXISTING DOCK HAS BE REMOVED. THE I STEEL 1 REMOVE AND DISPOSE OF EXISTING ® Geoprobe Boring a CONTRACTOR SHALL2.F$ELD VERIFY TUG CAT THE EXTENT OF THE REMOVAL AND 1 HULL + -5.1C SUNKEN STEEL HULL BOAT ® Existing Monitoring Well + -11 .40 + •1Q, REMOVE AND DISPOSE OF ALL REMAINING 1 (SUNKEN + -s.3o CP Concrete Pad """ PILINGS. EXISTING AND DPILINGSPOSE OF ALL + -12.10 + -6.1C + 5 90 T + -13.30 + -12.10 EXISTING DOCKS HAVE BEEN REMOVED. 1 / Note: THE CONTRA -TOR SHALL FIELD VERIFY I 1. Survey References noted and also DB 887 PG 321 and a map of survey THE EXTENT OF THE REMOVAL AND / l - -6.30 -6.10 of Barbour Boat Works by Robert M. Chiles, PE dated June 24,1997. + -13.10 REMOVE AND DISPOSE OF ALL 2. Elevations from Mean Sea Level Datum NGVD 1929. Hyrogrophic Survey soundings REMAININGI�?k�cINGS. not reduced to Mean Low Water as of 10/22/99. -5.80 3. All distances shown are horizontal ground distances. y -6.60 4. Area of Barbour Boatworks Tract is 6.472 acres total and 5.221 acres above mean high water. 5. Site is within FEMA Flood Zone B and Zone AB (elev. 9). FEMA Flood Tr@/fit , o DEN L Zone lines scaled from community panel # 370074-0004-E doted May 4, 1987. R%�O` t ( UNKEN) + -6.9C 3 R o + -7.30 GENERAL NOTE: a + -7.20 MAP OF SURVEY BY: THE MAJORITY OF THE ABOVE GRADE DEMOLITION WORK ON o i 7.20 Robert H. Goslee & Associates, P.A. HIGHGROUND SHOWN ON THE PLAN SHEET C2 HAS BEEN COMPLETED. F 1 + -7.20+ ANY NEW ABOVE GRADE DEMOLITION WORK AND ANY MARINE DEMOLTION Land Surveyors - Land Planners WORK PERFORMED WITHIN THE TRENT RIVER SHALL BE DONE IN 1 6.90 + -7.30 513 Chestnut Street, Wilmington, NC 28401 ACCORDANCE WITH THE NOTES AND EROSION CONTROL MEASURES 1 (91 0} 763- SPECIFIED ON PLAN SHEETS C2, C3, C4 AND THE SPECIFICATIONS IN 1 '�' Email: rhgiim@cape-f-fear.net THE PROJECT MANUAL. SEE PLAN SHEETS C3 AND C4 FOR THE MARINE ® + -7.20 TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE 1 STEEL OR WOOD POST WIRE FABRIC T ' 1 2 GA. o FILTER FABRIC ATE WIRES I ~ I � CIO o a I �MIN.H6R DEEP FABRIC SKIRT 0O II 3 II NOTES: U U 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND SHALL HAVE A MIN, OF SIX LINE WIRES WITH 12" STAY SPACING. 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF 36" IN WIDTH. FABRIC SHALL BE FASTENED ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE ENGINEER. 3. STEEL POST SHALL BE 5-0" IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE. 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3" TO 4" IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE 1 1/2" LONG EMPORARY WIRE BACKED SILT FENCE LEGEND - - PROPERTY LINE -- ' --• ' --�-- ' -- UPLAND CONSTRUCTION LIMITS - -- -- -- - - -- -- RIPARIAN CONSTRUCTION LIMITS ------ 75' CAMA AEC �25 EXISTING SPOT ELEVATION EXISTING CONTOUR X X TSF TEMPORARY WIRE BACKED SILT FENCE o-- 6' CHAIN LINK FENCE DEMOLITION WORK ASSOCIATED WITH THIS PHASE OF THE CAMA PERMIT ° ° SUBMITTAL. / REMOVE AND DISPOSE OF ALL owl•�� 3� EXISTING PILINGS SCALE: III = 40' NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS. 2. THE SITE IS A NORTH CAROLINA INACTIVE HAZARDOUS SITE. 3. THE SITE SHOULD BE CONSIDERED "SURFACE CONTAMINATED" BASED ON THE AVAILABLE SOIL SAMPLING DATA. ONLY PAVED OR GRAVEL COVERED AREAS, BUILDINGS AND/OR CONCRETE SLABS, SHOULD BE CONSIDERED NON -CONTAMINATED, 4. ONLY SUITABLY TRAINED PERSONNEL THAT MEET ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS WITH PARTICULAR ATTENTION TO 29 CODE OF FEDERAL REGISTER (CFR) 1910.120, .134 AND .1200 PERFORM ALL ACTIVITIES AT THE SITE WHERE POTENTIALLY IMPACTED SOILS WILL BE ENCOUNTERED. ALL NON - TRAINED PERSONNEL SHOULD BE RESTRICTED TO THE AREAS DESCRIBED IN NOTE NO. 3. THE CONTRACTOR IS REQUIRED TO PREPARE A SITE SPECIFIC HEALTH AND SAFETY PLAN THAT MEETS THE OSHA REQUIREMENTS. 5. VEHICLES LEAVING THE SITE SHOULD HAVE ALL TIRES CLEANED TO MINIMIZE TRACKING IMPACTED SOIL OFF SITE UNLESS THEY HAVE BEEN RESTRICTED TO PORTIONS OF THE SITE KNOWN TO BE CLEAN. AN EQUIPMENT DECON STATION SHOULD BE CONSTRUCTED SO THE TIRES CAN BE CLEANED WITH A PRESSURE WASHER. DECON FLUIDS SHOULD BE CONTAINED AND CONTAINERIZED FOR LATER TESTING AND PROPER DISPOSAL. THE CONTRACTOR SHALL PREPARE A DECON STATION PLAN AND SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO STARTING WORK. 6. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING ALL DEBRIS ASSOCIATED WITH THE PROJECT ON HIGH GROUND AND WITHIN THE TRENT RIVER. PRECAUTIONARY MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FLOATING DOWNSTREAM WHILE WORKING WITHIN THE TRENT RIVER. 7. CONTROL DUST GENERATED BY THE WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS, THROUGH THE APPLICATION OF WATER BY TRUCK, PRESSURE WASHER, HAND SPRAYER, OTHER APPROVED METHOD, OR THROUGH THE USE OF OTHER APPROVED DUST CONTROL PRODUCTS. USE SUFFICIENT WATER TO KEEP DUST -PRODUCING MATERIALS MOIST BUT NOT SO MUCH WATER AS TO CAUSE RUNOFF OR PUDDLES. DUST CONTROL MEASURES REQUIRED INCLUDE REMOVAL OF MUD AND DIRT FROM THE ROADS. THE CONTRACTOR SHALL PREPARE A DUST CONTROL PLAN AND SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO STARTING WORK. 8. ALL EXISTING WOOD BULKHEAD AND STEEL BULKHEAD ALONG THE WATERFRONT SHALL REMAIN IN PLACE DURING THIS PHASE OF DEMOLITION. 9. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING ANY DEMOLTION. 10. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND INDENTiFING ALL EXISTING UTILITIES. ANY UTILITIES ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES. 12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE OR ARE WITHIN THE PUBLIC RIGHT OF WAY DURING DEMOLITION. 13. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY ROBERT H. GOSLEE & ASSOCIATES AND PROVIDED BY OWNER. 14. SEE PRELIMINARY SUBSURFACE EXPLORATION REPORT NO. 1040-99- 240 DATED OCTOBER 14, 1999 FOR ADDITIONAL REQUIREMENTS. 15, SEE LIMITED ENVIRONMENTAL SITE ASSESSMENT REPORT NO. 1040-99- 240 DATED OCTOBER 22, 1999 FOR ADDITIONAL REQUIREMENTS. 16, SEE ASBESTOS SURVEY REPORT NO. 1040-99-240 DATED OCTOBER 15, 1999 FOR ADDITIONAL REQUIREMENTS. 17. SEE ASBESTOS REMOVAL GUIDELINES REPORT NO. 1040-99-240 DATED OCTOBER 16, 1999 FOR ADDITIONAL REQUIREMENTS. EROSION CONTROL NOTES: 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING DEMOLITION. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCE IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY. 3. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. 4. ALL EROSION SHALL BE CONTROLLED BEFORE THE PROJECT IS COMPLETED. 5. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE. 6. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-OUT. TEMPORARY/PERMANENT GRASSING DETAIL 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND UNIFORM, 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. LIME: 45 LBS. PER 1000 S.F. PHOSPHOROUS: 20 LBS PER 1000 S.F. FERTILIZER: 17 LBS. PER 1000 S.F. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS PREPARED 4-6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. WOOD CHIPS AT 500 LBS. PER 1000 S.F. JUTE E MESH AS PER MANUFACTURER 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND APPLIED AT A RATE OF 1000 CAL. PER ACRE FOR SLOPE STABILIZATION, AND 150 CAL. PER TON OF STRAW FOR ANCHORING STRAW. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: 20% CARPET CRASS 24% BERMUDA GRASS 20% TURF FESCUE 10% CREEPING RED FESCUE 24% ANNUAL RYE GRASS *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND GERMINATION SHALL BE A MIN. OF 85%. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. I ow - IQ kid N JURKOWSK ARCHITECTURAL COLLABORATIVE 811 WEST HARGETT STREET 919/833-881 RALEIGH, N.C. 27603 FAX 919/833-689 INTERNET: http://www.bjac.com DRAWN: KFD CK'Dt JAKIII IJ REMOVE AND DISPOSE OF THE EXISTING MARINE RAILS, FOUNDATIONS AND BARGES WITHIN THE TRENT RIVER. SEE THE PROJECT MANUAL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. F8 JdS 41JON P!JS '3'N 0 d 'a o N I m d d u . N � CN "' + �l' I o I 7 N N 1 " C° I CONC PA L /Morino Railway No n + + + + + o�a - C ' ---------------- 3 --------J N O + �a N \ • \ . CN N N + M N Lq06 + I DEMOLITION / DISTURBED AREA LIMITS CUT THE EXISTIN / MARINE RAILS AT THE /THE MARINE / RIVER WAT LINE RAIL FOUNDATIONS ON NIGH GROUND SHALL REMAIN. �� MARINE RAILWAY NO. 1 PLAN SCALE: 1 " = 40' SURVEY NOTES: 1. SURVEY REFERENCES NOTED AND ALSO DB 887 PG 321 AND A MAP OF SURVEY OF BARBOUR BOAT WORKS BY ROBERT M. CHILES, PE DATED JUNE 24, 1997. 2. ELEVATIONS FROM MEAN SEA LEVEL DATUM NGVD 1929. HYROGRAPHIC SURVEY SOUNDINGS NOT REDUCED TO MEAN LOW WATER AS OF 10/22/99. 3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. 4. AREA OF BARBOUR BOATWORKS TRACT IS 6.472 ACRES TOTAL AND 5.221 ACRES ABOVE MEAN HIGH WATER. 5. SITE IS WITHIN FEMA FLOOD ZONE B AND ZONE AB(ELEV.9) FEMA FLOOD ZONE LINES SCALED FROM COMMUNITY PANEL # 370074-0004-E DATED MAY 4, 1987. 6. THE LOCATION OF THE THREE SUNKEN SHIPS AND THE UNDERWATER BULKHEAD WAS MARKED WITH FLOATING BUOYS BY UNDERWATER DEMOLITION TECHNOLOGIES ON OR ABOUT FEBRUARY 1, 2001. THE POINTS WERE SURVEYED IN BY ROBERT H. GOSLEE & ASSOC.,P.A. ON FEB. 6, 2001 ALONG THE RAILS AND ALONG THE EDGE OF THE SUNKEN SHIPS. T I # 2 -1 _ _I N-L: - - - -...-- ' I - -- - - - -- .� ..---- ---- - i I I i I � l I ..-------------- - , I --... _.. .----. ....—' ---. ._ - - - - -- -- -- -- -- - - -- ---- ----- --- -- - ------- --- ----- I---._ _.. - - - --- - --- !- _ - I--RRf�tL€ -tt -1- _ - --;- ---- --- ----- 6 -- - - �- ---- -- i -- - --;--- , - ---'- ! I - - ---I -- ----- -- - - $ I ' -10 LtTt�Rt�Dt -TtfR-BE-D-AREA12 -_ Lfbl_�T�---- i - i ---- I_------�-- .L-._- ------------ -!y `. -�--- -� - ---_--- ' 1 _ 14 - --- --- _ _ - - -- - ------T--- — -, ---- -- -- - --- - --- - - --- _ i _ - -' - ----- r --- L I - _ - ___ -16 - -- -�- C 1---------- --- - ---\- -----� --- - - ---- -- t — - --� ----- ---- - _ _ _ _ ------.� - -- ----- -- 1-- -- - - --- - - ----- _R-- I I I 0+00 1 +00 2+00 3+00 MARINE RAILWAY NO 1 PROFILE SCALE: 1 " = 40' HORIZONTAL 1 " = 4' VERTICAL 111V£8 JdS 4}JON PuJ O•N /' I \ \ \ N N .0 ---- - - - - I ---- I In r++ Marina Railway I No. 2 + r+ } REMOVE AND DISPOSE OF THE EXISTING MARINE RAILS AND FOUNDATIONS WITHIN THE TRENT RIVER. SEE THE PROJECT MANUAL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. -�- 'Ell + / + + t- • — --=— ---------I O ' I / N + I i I c a \ O O I Marine Kailway Wc. \ - - — — \ � c + + + } + + �<t _} o c I CUT THE EXISTING MARINE RAILS AT - THE RIVER WATER LINE. THE MARINE RAIL FOUNDATIONS ON HIGH GROUND SHALL REMAIN. O O O O M cD cfl I� Q) O G O G O 1 cl I + + I + + 4- DEMOLITION / DISTURBED AREA LIMITS MARINE RAILWAY NO. 2 PLAN SCALE: 1" = 40' -I- 4 -- ------ -;-- -- --- --- - --fi -- ---- --- -- -- -- ------- -- -- -- T — - — - - _._ --- - -- - -- - - I - - - - --- 1 _ --L ---'-- I-- - - _ T I I � , 0 __ - - - - -- - _ I _-- -- -- -T , - -- - rt I i i I I I I 2 , r T NE I II � I I _ I I I I -6 - -- — -- --- ---------\ ---- - --- - --- -- - - - -- 1 I I -- - - r - ---- - - EVE-R---B-O- -OM---'� - ---� - - r-- ! — - - ----- -- - - -- -- - �. _ -- --- .. -- - --- --..__. - }-- -- - I - --- -12 'ION/01ST Dim EA DtIVIOLI - -� t�'r U — Y L - �- 1-- --- --.�. - - - -- - --- -- - - I -� r - ` --- - t ----- -- -- - -1 - - -- - --7- - --_� --- —_—.�. --- - -- L --- - -14 --- I - ---- I -- - - --a--- ---1------- - - - I -- -- I I I 0+ 0 2+00 3+00 MARINE RAILWAY NO. 2 PROFILE SCALE: 1" - 40' HORIZONTAL 1 " - 4' VERTICAL LEGEND MARINE RAIL - - - - RIVER BOTTOM/ PROFILE MUDLINE DEMOLITION/DISTURBED AREA LIMITS JURKOWSK ARCHITECTURAL COLLABORATIVE 811 WEST HARGETT STREET 919/833-881E RALEIGH, N.C. 27603 FAX 919/833-689E INTERNET: http://www.bjac.com DRAWN: KFD CK'D: JAKII co, "o + + __j "D CD I'D 0 0 0 + + + + + + L0 q 0 CO 0 t di REMOVE AND DISPOSE OF THE EXISTING MARINE RAILS AND FOUNDATIONS WITHIN THE TRENT RIVER. SEE THE PROJECT MANUAL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. �2 > r O O O O C14 C11 2 0 q CD 0 C E 0 Marine Railway No! 3 o— E + L —4- — — — — — — — — — — — — — — — — + + Go r— E CUT THE EXISTING MARINE RAILS AT—/ THE RIVER WATER LINE. THE MARINE RAILS FOUNDATIONS ON HIGH GROUND SHALL REMAIN. m SURVEY NOTES: I ra I DEMOLITION / DISTURBED AREA LIMITS MARINE RAILWAY NO. 3 PLAN SCALE: 1" = 40' 4 2 0 —2 -Riv —4 —6 -8 10 12 0777 ------ --- ------- 4 14 ---DEN OtffX at i6fflk- D _-AR - ---L __L1 ---------- ------- —__AREA Dr-1 _71_ ZIL-L-Nal'T IVUDU-Nl� '7 0+00 1+00 2+00 MARINE RAILWAY NO. 3 PROFILE SCALE: 1 = 40' HORIZONTAL 1 4' VERTICAL -0 y 0 E z; 00 '40, c/1 Cs -D 1. SURVEY REFERENCES NOTED AND ALSO DB 887 PC 321 AND A MAP OF SURVEY OF BARBOUR BOAT WORKS BY ROBERT M. CHILES, PE DATED JUNE 24, 1997. 2. ELEVATIONS FROM MEAN SEA LEVEL DATUM NGVD 1929. HYROGRAPHIC SURVEY SOUNDINGS NOT REDUCED TO MEAN LOW WATER AS OF 10/22/99. 3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. 4. AREA OF BARBOUR BOATWORKS TRACT IS 6.472 ACRES TOTAL AND 5,221 ACRES ABOVE MEAN HIGH WATER. 5. SITE IS WITHIN FEMA FLOOD ZONE B AND ZONE AB(ELEV.9) FEMA FLOOD ZONE LINES SCALED FROM COMMUNITY PANEL # 370074-0004—E DATED MAY 4, 1987. 6. THE LOCATION OF THE THREE SUNKEN SHIPS AND THE UNDERWATER BULKHEAD WAS MARKED WITH FLOATING BUOYS BY UNDERWATER DEMOLITION TECHNOLOGIES ON OR ABOUT FEBRUARY 1, 2001. THE POINTS WERE SURVEYED IN BY ROBERT H. GOSLEE & ASSOC.,P.A. ON FEB. 6, 2001 ALONG THE RAILS AND ALONG THE EDGE OF THE SUNKEN SHIPS. REMOVE AND DISPOSE OF THE UNDERWATER BULKHEAD. SEE THE PROJECT MANUAL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, Steel RR Treste CD C) C) co 0 0' Ln fa C) + . . . . . . . . . . . . . . . . .... . .... .... . + cc + 4- + 7 � rk� � \ J v \ \ 1 � � I /7 _j 0 CN + c\1 i \ C:5 1 aoN 91�o as XN CUT THE EXISTING MARINE RAILS AT THE EXISTING BULKHEAD. THE MARINE RAIL FOUNDATIONS ON HIGH GROUND SHALL REMAIN. + c. cn E + REMOVE AND DISPOSE OF THE EXISTING MARINE RAILS AND FOUNDATIONS WITHIN THE TRENT RIVER. SEE THE PROJECT MANUAL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 11 4- C, m .Marine *oilWay 'a. 4 S)o 0 0 CD. 4- + + Lo Lo co Ln DEMOLITION DISTURBED AREA LIMITS MARINE RAILWAY NO. 4 PLAN SCALE: 1 " - 40' 4 2 0 —2 — ----- T_ —4 6 --PROFFL T — — -- - ------- -8 -10 ---DEVOLM -DN/DI&T-URI4ED—AI —12 9r, _R ELCW -- ------ 14 0+00 1+00 2+00 -MARINE RAILWAY NO. 4 PROFILE REMOVE AND DISPOSE OF THE EXISTING BARGE HULL, WOODEN HOIST, STEEL TUG BOAT HULL AND WOODEN TUG BOAT HULL. SEE THE PROJECT MANUAL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 0 0 0 cy r + CD + Lc) + + �Iz my g _a �,``` I 110 + 0 DEMOLITION / DISTURBED AREA LIMITS UNDERWATER BULKHEAD, BARGE HULL, STEEL HULL TUG BOAT AND WOODEN TUGBOAT HULL PROFILE SCALE: 1 40' 4 ------ 2 -------- r 0 HfJtL--- �2 4 RA 6 8 4- 10 L. IVI I I kill Fix I LM L I I VI I I F7+00 8+00 9+00 10+00 11+00 12+00 UNDERWATER BULKHEAD, BARGE HULL, STEEL HULL TUG BOAT AND WOODEN TUGBOAT HULL PROFILE SCALE: 1 40' HORIZONTAL 1 4' VERTICAL SCALE: 1 - 40' HORIZONTAL 1 - 4' VERTICAL LEGEND MARINE RAIL RIVER BOTTOM/ PROFILE MUDLINE DEMOLITION/DISTURBED AREA LIMITS 1 00 JURKOWSK ARCHITECTURAL COLLABORATIVE 811 WEST HARGETT STREET 919/833-881 RALEIGH, N.C. 27603 FAX 919/833-689 INTERNET: http://www.bjoc.com DRAWN: KFD CK'D1 JAKIII 020011