The URL can be used to link to this page

Home My WebLink About8-02 MM 09' Oversized Plans1 ! Top 11.18' fe rn 2 Story Frome Hse. ' Inv. 5.88'(THRU) t Iran 8.4$ (IN) c l J 1 J 15' RCP k , 1 � 1 ' t �I Z d.k Lorraine Jacobs 0 1 i t Tryon Palace ;: I , Db 869 Nate: j Finished Floor 1951' i{ J 1 Pg 111 1. Survey References noted and also DB 887 PG 321 and a ma of survey 1 i tory Frame Hse, y p y t j s of Barbour Boat Works by Robert M. Chiles, PE dated June 24,1997. ' v 1 r j J l-` m 1 k 2. On land elevations are Mean Sea Level Datum NGVD 1929. v t Elevations shown out in the Trent River ore MLW Data, i s f fit{ M 3. All distances shown are horizontal ground distances. 1 1 f SSMH TOP=11.27 4. Locotion of five, 0.5 x 0.67' rectangular holes in sheet pile. I � INV.=7.5D' (THRU) SEC. LASER j f f f IN'�=8.57' (IN) ins, /i The elevation of the bottom of the holes is 2.69'. There is also , I „ ca k Kyle J Bratton a 1.5' orifice below the center of the five rectangular holes. 1 C:t f I ' Db 1549 The elevation of the bottom of the orifice is 2.22 ' o j Chain Link Fence J Pg 254 1 j Ties Into Brick Watt 1 •1 maple 2 Story Brick Has. 1 � ' t 1 aIp k ' w 1 t fJ 3 SMALL ALINE VINES AfiAGNOLJAQ Q ' 1 t j AfACNaLIA (D t 1 t f Its - dok I Gabrielle P Lippitt 1 I Ob 920 �� ! / � Pg 189 J 11 Curb Inlet IJ IJ f 2 Story Frame Has. I j i a j Top 8.91' o 1 Inv. 3.81' j , . J 1 ?, t J s // N.C. Natural Gas Corp. Christopher & Arleen Sabiston 1 1• J j �i 1 Stay Brick j 1 j c Db 1216 1 I t ` 22" Magnolb f j i my J & Marilee Marchetti Edwin H McGovern Pg 544 , I / !~ 0 Db 1636 Db 1089 i 1 Story Br'Ick t 1 Pg 848 Pg 710 1 H ? j j jr 2 Story Frame Hse. -- J ? Story Brick &Block JE, 3D" - j t J f=` s--� Ei dranYt Curb inlet , Ei - = �. - __. vat s - Tap 7.45' sEe. LASER t ! f _ t} + 6( r Inv. 2.50'(THRU) C. Brf s)n a ! ( /f / ! / -® These two 0 5, Inv. 4.70' (IN) ! env pf1t TP °-.��--...�.-- - -. _ ®.- -.-. _ - --' Top 5.54 calve boxes C. Basin 0 i"�. Inlet c mholes are + -- Inv 3.5 I 1 (- P�j J j _ P • - . C. bas �g Top 7.66' 01 Rack Retaining Wall C. Basin ` T 7h. j j - - - - - = - - - - r lfife# ` Top 5.3 - - - - _ _ _ ° f { Inv 2.31' °; Top 5.18 5 0 Q ! - - -- - 12`RCP inov 2. 01 Inv 2.67 �+' o^ - - - - - I Line _ _ ` 1 Inv 3.33 it v 4 ]-j-T�4.80 2 erTine Cryan PsTllce Drl -. - Son. 759 J i� Inv 0.40' Hydrant p South Front 5L - ® j c 1 1 1 j J lnv 1.62 (Formerly - - - - �+• yTteFiine ` C. Basin Junction Box - Top 4.89 Brick ' c J J ! - y nv 3.09 Iron Eleo annals v ) cs Pad 1 v-yi j ! -'' - + - (mwked asphalt 6 Sin Setver� .. ! ENorRtRhing 4988,,949.5 2 inside drop I Earn N L halt Concre a Sidewa •� t1 j 1 j _ X Fasting 8. 29 v. s Z Top 5.59 - 1 $6OG ;7"E 33-"".= z- -�_=r �+�- u rt -_-- - t �' I E n c 5 5 5 .7 2 kr slev. 3 8S � • 82 �ta`09`ay I 221.50 -- - x - X 4f. Ba3Pn te�""^^-- San, i�n. try - I = -_ ®�e��fC x t _ _� f� t 1 ��Tap 7.10,J f M +ne is Monument -•� inu.. 2.2 �'� To 5tc"s{1 t f--p APPROXIMATE LIMITS OF t + s --�- dJ 1 l 1.64 ; j j t - 1 €c t - . A.O.C. FILL, NOT TO BE I t s unknowr) \ r J " Magnolia A,-, - t j j s DISTURBED, ALTERED, O,R f r ,'F ;mat I 1 Mog I Son. A-,TI_ I -�� REMOVED, TYP. t $ a t � � U.S. Coast and Geodtic Survey Monument 1 Magnolia 1 t g �J 1 k i ..°-- ..•5 � Stomped E 146 1935 Tap 04' t t / � t ,� r r �.. P Magnolia C ass Inv .Sst j 1 j/ i f APPROXIMATE LIMITS` OF � i itt i nit 1 Qr Northing 58498,937.0175726 � I r' ,' t € 1 � 1 Eostin 2,585,575.269 Crypress f 1 t j 1 k r' jj f A.O.C. LINER, NO °'TO BE \ t + t ; t gSPC 83 i Ma olio 1 ! i jt1 DISTURBED,DAMAGED, OR tr; /� tt' ' p " o Benchmark Top of Monument: 7.56' NOVO 29 ' ' t j . k / ° \ ®'-" REMOVED !' l it i i i 1 is " Magnolia j 1 j If tt \ r 9 e Holly Cedar v✓' C rest " Magnol 1 '�•r t J j t l e r +�.,.., ' s `"' r r`tt I �I " Pine 22` Pi I t i ! t ) �. t a12" Oaks 1 r i `� \ L- - ��. nits f I� EXISTING RAILROAD ' Pine , �1 t 1 ! t TRYON PALACE HISTORY EDUCATION CENTER \ --4b . ;` r 1 Pins 12' Magnol .m r i `�ti-t (ACTIVE) ( Cedar * t f t t �OWNER: STATE OF NORTH CAROLINA \\ /\ • 1 j C re 12" P1n I o± r J! y � x PARCEL PIN: 1579 0975 / 8 1 1997 (8-001-E-028) 1 Magnolia i ZONING: C-2 COMMERCIAL WATERFRONT DISTRICT " 1 to ACREAGE: 6.47 ACRES i J ! EXISTING CONC T&------ { J j SIDEWALK ' P" F'iric, " Magnolia t! t l n Brick '� 7'-" Pine a� i f t I t ="'' O Pad I r` ! t I r i i Z 24` OC I St. Mh. t 1 I t t {'�}� ° Top4.38t!! CC i I t 1 -a a " Mag Ma molia Inv -1.34' J j Tog 3,93 eis C. Basin g" Oak z2+ Inv a9 g0 " " s Top 9.29 os 1 '- i i .-e APPROXIMATE LIMITS OF Inv 4.29 � 12' Magnol i i 1 `� t t t �° i / \ A.O.C. FILL, NOT TO BE __' "'--- , w Db 930` " Oak'; t" Magnolia` Oo a j , ® tt , ' �/1 / DISTURBED, ALTERED, OR j ~- , Pg 878 Curb Inset 24" O C.Iniet i t / t i i e y REMOVED, TYP. 12" Twin Mae Top 3. $ k Top 3.16 1 Magn Inv 0. 1 -- Inv 1.26 ! - tj t t f.� \ APPROXIMATE LIMITS OF tj 1} 11 �o ®®o MANHOLE I It bandoned j r ! / / ode °� \ A.O.C. LINER, NOT TO BE t d' a TOP - 3.85' MANHOLE t tility Polea_ EXISTING RETAINING WALL INV. E = 0.96' TOP = 4.56 24- o k• San. Mh. ' t t 1 ry rr i ` i �'�s ®°° \oe ' i STANDING tl .S !� ®� \ DISTURBED,DAMAGED, OR o }} To 4,21 Q? J i ,' t % t , e °° �. r \ WATER ay INV (W) _ -0. 15' INV. IN (NW) = 1.86' In P-0.35 j i / j f t r t °+ � REMOVED i INV. W= ).05' t t J 1 / tij r t 1 e ° t �! ` INV. f E= 0.84'/°i i - f 3s e EXISTING AREA OF t CONCEERN, TYP. ` t SEE A.0"C:- NOTES i ! ti w 2yr' . TOP OF MANNpLE i 114.31 ' " i i 1j I °° e`\ °®°. `1 't i`. e~°♦ `°e ti t 1 w q INV J8'�i'CP(E1 tiA +8' mogndios it B OM = - 19i J 1 tt tt t \ t ``e ♦°••� i e _ e i %� i \ tit �`� e ♦°♦ �e t !� r r e i 7$"R�� - ` 1 i t , e e° e S 07'20'33"E C. Basin i i t t e t T 8.99 1 ` ' + t t + { '° °° `> ° t 21.60' total f 0 Inv 3.49' 4 I TOA OF MANHOLE! = 3.86' ° °/ f f C.Iniet - INV. tt 18'7?CPW 0.84' °° \ i ° ®e®+ r ♦° 4,r� �- �`` e`e `\ tt In Rio INV j18'RCP ) 0.85' ♦ \ / to 1 e a e ` ° e !n -_- Top 3.76 r ! t e i e+ e ♦ . e e e co r Inv 0.71 t' 12" RCP i i St. Mh. t f t 1 I I e'` �/°® ee O C. Basin t e t ♦ e < o f a"fit rive o� a Top 3.19 i Top 1.1 r 1 H rc r / 1 ° / e C `e t° ®® ee > t t t ent @ P i i Inv -1.15 H ater M er ti i� ° \ e ° ♦ e e t \ t Inv 0.56 ♦ ` i �. 24 RCP r - - - - - - MANHOLE r 1 F r t II \ 1 gl it INANHOWLE- 1.19' Torb3 let -- - TOP - NV E 4.421.07' 't r 1 H an ~ II ``e ,s �\ `°e °®'♦`e`e e°t i FOP INV.) 4.10' � � `) p 11 INTERFE,4ENCE MANHOLE INV 41t = 1.02' Inv D.37' _ �) - tt IJ TOP - 3.95' Stunt onhol n ) `� ♦ I l ( ! t N 1t INV, = 1.15' T�p 5�. t + 1 I I 1 ` ° ® t a INV. = 1.09' Ipv j j r Ik / �`�° °°♦ \°\ >e a e %' t° i J i ;v I E O!I t l,.f ' ' 't II , _ 1. ♦ >nJI 4 !! �� +� ?(Yr�F II 1 ! ,,,,.. _....--". `.-^'' .a`a ♦°° \� °° `1 a i' l \ t` I y V? tt JI San. Lift Station � ' ,. a`c , 3.7(G) i -1-__ � MP 0,,E BATCH BASIN = J. A® o'/ J t f } .STANDING 0 TOP OFF DECKING � e ® � �- - t t t t WATER Cone Headwall c, y 1 . ° , r - ! t Old Lift Station J r INV. 1 / i = 5.00 � INV, �2 - RCP = 1.32t°° da t -1-�` ."' Bypass f ! ° 1 RCP = .OSa' � i 1 y � I I 151�e ♦ � °a ee i ' `` . o * " "' * tt / ! i ; t EDGE OF WATER n30"Rsa� i I `. t 1 j .0(G) �e •� ; `4e a 17 t ti i n r - t cr rI5 ' •� v,1 LC' t t `e Z°° ®e i•t tt e ° 4 i t j c+ T 15" Force Main6" Force Main 'I1 f e • i t t /ONSTRU�TED f e n✓ ''�' ` t tl' t t `e` °as° from LS 10 runs along from LS `1 to - / roadway of Tryon Palace LS #10 along roadways' 11'. WE�FLAND�;�« `� 24" RCP ± , It Drive or sidewalk, also tip or sidewalk r° j r I e� `� --z° -=- � ~` 3 e `? `, � t 1`' tt t � �.®'' s -' + �� Metcalf past Pollock Drives. in unkown location i I I - '� ^� ~`` CO TRUCTED s rl - V� t 2 - --e`e WETLANt3� r f New Iron Rod Set 1 Point on Line w i 1 / - i l r 186* 352.25' S 07.3227" E From 'h t �, t I Southern Right of Way of S. Front Street n+t / / 1 CONSTRUCTED'' �$t >' WETLANDS ii�T i i 2 1 '/ fl t 1 1 /` • o 't``�° �� i� � I i jjj I o 1 `ri � I n 1 ff IF if ' 2' `� I l I I1 LL-11 kL t t i t Coma Rim, ^. ound CB C. Bass 75' CAMA „` / f Top 4.$ t Inv 0.8 ru !knead r + + --� -- �---•-=-ti TOP OF DECKING� , - � �, 4.87' CONSTRUCTED i I Invert 30' RCP with i t r _ `b `, •`e � I � t s•" f ` /. �• Flap Gate a."WETLANDS I 1 t` 1 / � l � l �„,✓ United States Coast and Geodetic Monument Stamped E 146 AZ MK Northing 498,4W.258 \ I t, _ . - }+• / ,/ / ?' Easting 2,585,558.179 L+ - - i /,/ / �SPC 83 Steel Bulkhead EXISTING � _ L- - t \\ s's1ett41 BULKHEAD it /,� - - I kig 50' NEUSE `i j RIVER BUFFER EXISTING EDGE OF WATER �1 1 o1 1 f 1 1 1 I f i 1 1 -- ---- 87°58'58'W 419.83' ---- - - -1 o bor Line -------------- P of New _>ai-n EXISTING SITE INFORMATION OBTAINED FROM "TRYON PALACE PROJECT - TOPOGRAPHIC AND BOUNDARY SURVEY" BY ROBERT H. GOSLEE & ASSOCIATES, PA. 513 CHESTNUT STREET, WILMINGTON, NORTH CAROLINA 28401. 910-763-1941. EXISTING CONDITION NOTES: 1 _ SHEET BASED OFF OF ORIGINAL SITE CONDITIONS. SITE HAS BEEN CLEARED AND DECONTAMINATED BY SEPARATE CONTRACT. 2. CONTRACTOR TO LOCATE SUBSURFACE UTILITIES USING LOCATOR SERVICE PRIOR TO START OF EXCAVATION. 3_ CONTRACTOR TO VERIFY FUNCTIONALITY OF ALL SITE HYDRANTS. CONTACT COLEJENEST & STONE AT 919-719-1800 WITH ANY DISCREPANCIES. 4, ALL EXISTING SPOT ELEVATIONS ARE FROM MEAN SEA LEVEL DATUM NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). FLOOD ELEVATIONS ON THIS MAP ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). AN AVERAGE OFFSET BETWEEN NAVD 88 AND NGVD 29 HAS BEEN COMPUTED FOR CRAVEN COUNTY. THE VERTICAL DATUM OFFSET CONVERSION IS -1.09 FEET. EXAMPLE: NAVD 88 = NGVD 29 + (-1.09). AOC NOTES: 1. COORDINATE WITH CJS AND S&ME. ON ACTIVITIES OCCURING AT OR IN THE VICINITY OF THE AREAS OF CONCERN. 2. AREAS OF CONCERN REPRESENT THE MOST SENSITIVE AREAS OF PREVIOUS CONTAMINATION. 3. AREAS OF CONCERN ARE TO BE MARKED AND PROTECTED BY CONTRACTOR THROUGHOUT CONSTRUCTION. COORDINATE WITH CJS AND S&ME. 4_ CONTRACTOR IS TO LIMIT USE OF HEAVY EQUIPMENT OVER THESE AREAS. COORDINATE WITH CJS AND S&ME. 5. CONTRACTOR TO REFER TO GEOTECH REPORT FOR MEANS AND METHODS OF STABILIZING FILL OVER THESE AREAS. 6.EXTENT OF AOC SHOWN ARE TAKEN FROM DESIGN DOCUMENTS PREPARED BY S&ME. 7_ CONTRACTOR TO OBTAIN AS -BUILT RECORD OF AOC FROM ARCHITECT/OWNER PRIOR TO START OF CONSTRUCTION AND INCORPORATE INTO SAFETY PLANS AND STAGING PLANS. 8. CONTRACTOR TO REFER TO SPECIFICATION SECTION 02310 FOR INFORMATION ON STRUCTURAL FILL -COMPACTED SOIL LINER. 811 West Hargett Street Raleigh, North Carolina 27603 919.833.8818 1 Fax 919.833.6898 1 www.bjac.com ��c� &. 1`,IS-�� T ?• oRPORgT.•�Z. SEAL J C-1361 O ., ZO C-103 ?� v ATy CARP\\ t Aft talk -nia- Land Planning Landscape Architecture Civil Engineering Urban Design 150 Fayetteville Street Suite 950 Raleigh, North Carolina 27601 Tel 919. 719. 1800 Fax 919. 719. 1819 www.colejeneststone.com North Carolina History Education Center 529 South Front Street New Bern, North Carolina SCO ID # 07-04113-OIA LJL V PALACE PLAN NORTH BJAC PROJECT NO. 7256-01 DRAWN BY KDF CHECKED BY WAW ISSUE DATE 06/12/08 REVISIONS: MARK DATE DESCRIPTION THIS DRAWING IS NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. THE SCALE, WHEN INDICATED, IS FOR GENERAL REFERENCE ONLY. SHEET TITLE EXISTING SITE CONDITIONS nrn _ t�vr` SCALE: V = 40' 0 20 40 80 Q 0 SHEET NUMBER N 00 CV 050 O < Q E 6"0AI ;o EXISTING PROPERTY LINE, TYP. PROPOSED — BOARDWALK AND VIEWING AREA 22` Magnolia 8" Holly 30" Oak ZONE AE E we Rm Em SOUTH FRONT STREET OMNI- �� NEW BERN, NC \ TRYON PALACE NEUSE BLVD BROgD ST V. POLLOCK ST v v w � � z Q 2 ITE S FRONT � LOCATION MAP � EXISTING SITE INFORMATION OBTAINED FROM "TRYON PALACE PROJECT - TOPOGRAPHIC AND BOUNDARY SURVEY' BY ROBERT H. _ GOSLEE & ASSOCIATES, PA. 513 CHESTNUT STREET, WILMINGTON, Y V NORTH CAROLINA 28401. 910-763-1941. ° LEGEND (STAKING) SYMBOL DETAIL PROPOSED SIDEWALK 5/C108 J Q Q z J O Of a U Of O z �11 OrIt t �� "E PROPOSED HANDICAP RAMP 5,19,20/C108 �r t3�t.37t�p; H PROPOSED HANDICAP SPACE 17/C108 i HV PROPOSED HANDICAP VAN SPACE 17/C108 PROPOSED HANDICAP SIGN 17/C108 0 P PROPOSED PREFERRED PARKING SIGN 0 E �. PEDESTRIAN UNIT PAVERS 5/C106 M HEAVY DUTY CONCRETE 14/C108 � r HEAVY DUTY BITUMINOUS CONCRETE 9/C107 BIORETENTION, TYP. A` EXPOSED AGGREGATE CONCRETE PAVING 15/C108 i' r EXISTING PROPERTY 'r . POROUS UNIT PAVING 6/C107 LINE, TYP. X , * Ea PROPOSED 2'-0" CURB & GUTTER 3/C108 PROHIBITED PARKING AREA 17/C108 ' 6' HIGH BLACK VINYL ' PROPOSED LIGHTING SHEET E010 CLAD PICKET FENCE BIORETENTION, TYP. 6" VERTICAL CURB 4/C108 i I� LANDSCAPED AREAS S S a ---- e---------- WOOD DECKING ----- 811 West Hargett Street Raleigh, North Carolina 27603 919.833.8818 1 Fax 919.833.6898 1 www.bjac.com Land Planning Landscape Architecture Civil Engineering Urban Design 150 Fayetteville Street Suite 950 Raleigh, North Carolina 27601 Tel 919. 719. 1800 Fax 919. 719. 1819 www.colejeneststone.com North Carolina History Education Center 529 South Front Street New Bern, North Carolina SCO ID # 07-04113-01A LJL TRYON PALACE PLAN NORTH BJAC PROJECT NO. 7256-01 DRAWN BY KDF CHECKED BY WAW ISSUE DATE 10/22/08 REVISIONS: MARK DATE DESCRIPTION 1 10.22.08 CAMA COMMENTS THIS DRAWING IS NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. THE SCALE, WHEN INDICATED, IS FOR GENERAL REFERENCE ONLY. SHEET TITLE SITE PLAN SCALE: V = 40' 0 20 40 80 a SHEET NUMBER 00 cn cv=i 00 O 811 West Hargett Street :Raleigh, North Carolina 27603 :919.833.8818 j Fax 919.833.6898 1 www.bjac.com P.,q \\\\R p o�GN,ZECTURgt�o CERT. NO. 4 r 50699 = MC. R4LEIGH, ........................................................ .......•••••••........................................ . FIN :Q U I N N E V A N S A R C H I T E C T S 1214 Twenty—eighth Street, IOW Washington, DC 20007 v 202 298 6700 f 202 298 6666 www.quinnevans.com North Carolina History Education:: Center 529 South Front Street New Bern, North Carolina SCa ID # 07-04113-OIA LJL TRYON PALACE PLAN NORTH : PROJECT NO. 7256-01 :DRAWN BY JJ, HB : CHECKED BY JA, TM :ISSUE DATE ............ 06/12/08 ............ .................I ...... . ........................................................ REVISIONS: MARK DATE DESCRIPTION Al 07/10/08 PCRFl #001 ......................................................... ......................................................... THIS DRAWING IS NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. THE SCALE, WHEN INDICATED, IS FOR GENERAL REFERENCE ONLY. : ................. ...... ......................... I........ ......................................................... SHEET TITLE BUILDING ELEVATIONS a : SHEET NUMBER m 00 A501 N . O...... ......................... 01 A501 T.Q. CAFE PARAPET 0�'lll®INW�III® T.O. COURTYARD PARAPET Pun T.O. El 0,3 METAL PANEL CONTROL JOINT, TYP. CAST STONE TO MATCH BASE BRICK SOLDIER COURSE elms METAL PANEL SIMULATED STONE MASONRY F— LOUVER CORBELED BRICK RETAINING WALL SIMULATED STONE MASONRY 02 A511 . ........ -Mal 02 A512 METAL ROD FOR DISPLAY OF BANNERS SEE 03/A603, TYP METAL AWNING EGRESS DOOR INSULATING ALUMINUM WINDOW RAINWATER DOWNSPOUT, TYP. CONTROL JOINT, TYP. r- WINDOWS CAST STONE SILL CONTROL JOINT, TYP @ ALL INSDE CORNERS SEE GENERAL NOTE BELOW 1 T- 4" STEEL AWNING WITH STANDING SEAM METAL ROOF (TYP. OF 3) CONTROL JOINT, TYPICAL @ ALL INSIDE BRICK CORNERS CANOPY,�, 11'-0" A.F.F. �r CURTAIN WALL WINDOW W14 SPANDREL CLASS (2 ROWS) METAL PANELS IN CURTAINWALL ASSEMBLY (1 ROW) METAL CANOPY CHANNEL WITH CLASS ABOVE /1 A A,502 CAST STONE CORBELED BRICK METAL PANEL METAL CANOPY CHANNEL WITH FROSTED GLASS ABOVE PARTIAL ELEVATION ,* PARAPET IV 15'- 6 " A.F.F. FRIT CLASS THESE THREE (3) WINDOWS - 90% 03 A333 02 A511 mm STANDING SEAM METAL ROOF RECESS BRICK 1/2" CONTROL JOINT, TYP. AT ALL INSIDE BRICK CORNERS GENERAL NOTE COORDINATE LOCATION OF CONTROL JOINTS IN CAST STONE MASONRY BASE WITH CONTROL JOINTS IN BRICK ABOVE, AS WELL AS THE MANUFACTURER'S WRITTEN RECOMENDATIONS FOR THE MASONRY MATERIAL PROVIDED. 1A NOTES T.Q. CC 15'- 6" M111681W WEST ELEVATION RAINWATER DOWNSPOUT CONTROL JOINT, TYP. RAMP EGRESS DOOR --J METAL RODS FOR BANNERS SEE 03/A603 EAST ELEVATION 02 A502 02 A333 1/8--1'-0' 1 02 1 1/8'=1'-O' 101 1 140-1 '11A5a9 1/64"=1'-O" 00 811 West Hargett Street V: :Raleigh, North Carolina 27603 :919.833.8818 1 Fax 919.833.6898 1 www.bjac.com . ...................................................... R D C, 00 CERT. NO. 0. 50699 = 4� N . c (G . ....................................... ........ .............. ow" f W11 13 Q U I N N E V A N S: A R C H I T E C T S 1214 Twenty—eighth Street, NW Washington, DC 20007 v 202 298 6700 f202 298 6666 WWw.quInnevans..coin North Carolina History Education Center 529 South Front Street New Bern, North Carolina SCO ID # 07-04113-OIA I uL IRYON PALACE PLAN NORTH k'451 :PROJECT NO. 7256-01 :DRAWN BY JJ, i CHECKED BY JA, TM ISSUE DATE 06/12/68 ....................................................... . ....... ............................................ REVISIONS: MARK DATE DESCRIPTION A 07/10/08 PCRFI #001 ............................................ . ........................ I ............................... THIS DRAWING IS NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. THE SCALE, WHEN INDICATED, IS FOR GENERAL REFERENCE ONLY. .................................................... SHEET TITLE BUILDING ELEVATIONS L; SHEET NUMBER m A502 CO