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NN Y, .40+\.O "AL M SUDING GATE x X N< o 00 X -REMOVE HVAC UNITS x 6�301 leh X REMOVE HVAC UNITS X AC 1% x / Ar TREE PROTECTION FENCING (DETAIL D4/CD501) I �*m z 0 0 (n uj a Noyf3971 PR IONA Ox FEB. 15,2018 SEAL SS&A APPROVED AIE INFO FOR COMMANDER NAVFAC ACTIVITY JOANNE KRAUSE (BY EMAIL) SATISFACTORY TO DATE 2/15/18 DES ORA I DRW ORA ICHK DRG PM/DM KOZENSKI / G. COOKE BRANCH MGR CHIEF ENIG/ARCH S�y9l B.FORBES %�� FIRE PROTECTION z Lij 0 Lu 3 uj iR H w w Q <0�` / z gogj w W a Lu ��,�'�,s�y 4W '42% klWA IVA 71% A VAMAMAR ok, F2, 4 AROWWWAAWQV� MAMWWAVM�v4Q, ivwwg k*,j LVJ LW, 04'%' VAN= "*A, k WA, WAI 01 FFA b"WA I _9VA IVA �FA MA MA MA MANAMANNAMAN thowwwwwww'Amum lilIPAwmA F.Awwwwww" vwwQ*QwwwA'm, IVA IVA IVA p1p, IVA IVA MA IVA XIA7 R �FA MAP IVA IVA IVA I% MA X40 IVA WIF&WAN *' � � 11 0MAIN ��,��i►��,�►��i►�i►�i►��,�� Rr OWN0Wd OW Z Z G G 00A 0% . . . . . . . . . . . . . . . . . . . . . .................... .................... 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LLJ < KEYPLAN a �Zlm SCALE: PLAN NORTH PROJECT NO: 1430152 SITE DEMOLITION PLAN 01 CONSTR CONTR NO: C DRAWING NO: 12764102 , 0 10, 20 e SH'E 24 OF 513 z f, CD 101 Now "CAUTION: IF SHEET IS LESS THAN DRAWFORM REVISION: 10 MARCH 2009 5 34"x22" USE GRAPHIC SCALE" [no] 10 0 o O Q N I 1 2 T I 'A I F mW ml m kToTel &q I i ffiiN A HAZARDOUS MATERIALS FIELD S S CO FROM -K WX13�-0--im OCTOBER 18 THROUGH OCTOBER 2,41, 2016, SEE 1 2 OF 3 4 EETS ES1 01, ES1 02 AND ES1 03 FOR ELECTRICAL AND COMMUNICATIONS DEMOLITION. NOTE: SEE ELECTRICAL SH MATERIALS ABATEIV[ENKT� W_ 9 AREA A SITE KEYPLAN PLAN NO 0 10' 20' 40' ' O SCALE:'1_ 1 -20 l EROSION & SEDIMENTATION CONTROL CONCRETE COASTAL STO R M WAT ° ER ass a DESIGN &PERMITTING `��`�N,CAR "'�i 0 0 �� AVOLIS ENGINEERING, PA �� F �i 0��2% Q q PO BOX 15564 NEW BERN, NC 28561 - 15360 Gil pHP 18" RCP �----� s/s� o, � (252) 633-0068 QjZ-q��SDX 9'�'/r CORP. # C-0706 �i%Ajy c. p 4 CRAVEC —_.. l ►� 9s ��mttt�� HP x 7'G DNCRETE-LINED DITCH �� CONCR�E c �*op yy� pNp- �liG\ J� ,., xwaft L X MAIN �_ .;�.-='r��: �♦�;. s *AI + •... 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I I ;z < 0 E� IS-TING LIT -ION =114.794 SF 11 I I I B, I U' D-PMO � a- 11-1+ , _/ " / /•I I I i _,)_ ,.--,, ( ,_ COASTAL STORMWATER I . I i w JJ,- < , � I i z . I , � I , 1, I "I , z � r _1_L______-_._ - - ,J I - ,�",, � � _11 ! I � 0 a- m: . . , , I i _.1_1i,, I _ I - 6 I I '', I - _ � I ::: ` �, _.._ ......• _1__1.1_._1._____,____ -) - 2 I - I 0 I ;, / � 1. I , - 1.11--.1.1 ....... . - I- I _.- t :;�-'11,..,z-,P_j ,�;,-"---,-,-,-,-,-,----*---"--, -1 ______ ,__;/,___,_,� .��, N'o%1`11111111,JJill I— I M ' /_" ; __41_,;111 �, :"�.l ,7o,, - - �. � , I.: ,�� f- ;,-'�i � ,� - - "' I . . � , - ,�e 1_�_� i .� I , - ____..__. ,3 . �j,,,_+j ro- I I . - F,,/" / 1, � I I i I 11 . , e , 11 I -"..-�,,,,.,.,,�,---,,-�---,.--."--�.-,-.�----.�-1111----�--,-�.-.-��I . "- - -,,--------;�------------;--�---"-- _____ , i / � _ _i , /" T&ALN E I/BUA = 114 4,82/S � i il i / z ./ , "".____-___ _ . , PLAN NORTH � . I . " , ?�--, / �/, I' I ., � --,:,i �,*,,,,fdi 11, , , , , (NI . 11 0 �,'i 11 I ; - 1 , I - I 1. . 11� I "' I , I '_ i i � , 1, I . z / � / " , / / , "', 11 SCALE: � / - , I . i i , " I - � I I I- " � �_ � - ) / , . / I I-, , 11- I / _! � � �.,�,, 1 i 11, � . /' - I/ I I .... w / I / ,,- I I I 11 F. ! 11 , � 1 � � I I ,j 7 �, t . I!, z � , , / il ,� " " � ,:/, . 1Z / /_ 1. / ..1. � ,� ,, / , I I - , - , ` ` I �� DESIGN & PERMITTING / 0 A -, ", / - / / __ ,��, i ! �� 11 / / %, \A MCA �// . ., - � "' . 1 �/ / / / , / ; ,-, , Z, I �� i i , �_ , ! ___ , 1 - 11 I I ,,� , '' � `7�11__, I", I , � -, -1 I, . "-) , / PROJECT NW -, � �_l " . - I - � , - -7 - .. . , I " �. - ,. ., � . I � � / / / i - D c '47 .0 11 �� to " � ,./ / I / / / I FNI-% ; - " _81161 SF) �- ,� � .." P, , - - , / . / , i 3� I , I , '.'� *, 4, ".� (P E R M �A Bt E/AV. z R-"A REA/=' / ,,, (11 / �* , / - " " SITE GRADING AND D INAGE PLAN .01 I, r. � - -�- i , , / / , I I L _. , / / - � '. AVOLIS ENGINEERING, PA * , " , ., , 11 I � I - , I I " j - .,.Z - * / I . - , I Z�l " / / " � 'I,/ I" � , I ! - I �, I .� I - . "I I I ". I , ,� �/ � , // " , "I � , - � 1� ,,, �Y-11 � ... / / CONSTR COI4 . .5 I , / � , / . I I :�',� I %- � i I/ , 1 § , / I " i i - � I - i i K,;��,,`�� /, 1 I- , � " � 0 -, ; .1 I I " , / le � 1 - 1_._1 '4 - - � _.. - :- ! � I �, 5 - r, `�-' `�*�,�, -"-" / . / " ,/ / . ; � I � p ! 11 _,, , " P . 0 1 1 - E I I .1 ", � , , , I I I � / � , I , . I � , � .1, ! a - '.1 ( I I I., , i I 11 , � / - , ., I 'i" , , - f"; " ,r i L K, - ,/ , � / / / / /,/ e i" �,,, ,"� 1, , , f-11 ,,.,�, _:_��r' ,,�% -�7 ., ,,�,,, ,. . I / I " / . " . ��,�, �, >11, - , - � PO BOX 15564 , - 1-1 "_111'1z�,��,'�"`, __ � ` - " 11 / , / F, I c 1� , � , I I / / . / / / �, . I I - ,,� , , � 11 - 1-1 �, �, 1111� - `4 D ", il m p I 11 , ,"11 ! I � " . , n r I I / , o I I/ / I/ I I , / � !, .�",�, I" 1.,�,��, A" � - I I ", N _0 1 � , �, / A 01 I � � , �� , "I � I , - ' ,1 a / / . 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P-It I IN S 00-Jill't NOTE: SEE SHEETS -001 I C-002 & ii3.; . !11p Ii , 11,. ',.,II;iiI " ,�, " � ; � " /of 'I,".I �, � / , I I :- ... -�j '.I I -_ ; , �, � ; I - 1, / /� 1� // .1 I i / / � / / 1 ! � , " / I � ; : I � / / / / � . i � : � / I .1 I ! ; i / ', / � I - I / / . � - ____ SHEET: 40 OF 513 � I / I : i I , � I , � e iiiii C. N ,�, " � / / , � ; _ � . " I _i____1 _ : �_�� , � I I I . � , " , , I � i -0706 , I / / -�- ___�_ I _,wl /� I , , / / , / CORP. # C / I/ 1� / f , t "I ; I : . I / , / ,_ , I , I I I i I /I � ; / I I . F I 1-1 t _ � ��': I , " .1 . k � : / ", / / / A i ;'11fiII11111% / // � / , -003 FOR NOTES AND LEGEND. - , I � I , — I ? , " � "/ "I, ,�. / " � I / 1, � - C � I - � ! / ." �/ , �1 � I . I . ,/ I I .11 I " ,1 / '/ /111 / / SCALE: 1 "=20' i - --- ; . .., _/ �/ � / / /I ,� �, "', " . / " / I I � __ - - CG101 , -J— I DRAWFORM REVISION: 10 MARCH 2009 1 - I I I 1 2 1 3 4 "CAUTION: IF SHEET IS LESS THAN 5 34"x22" USE GRAPHIC SCALE" - 3 3" MINIMUM THICK TRAFFIC TYPE PAVING BLOCKS IN HERRINGBONE PATTERN El 5 D �3 L N W N Ln C7 00 O N 0 a Q t� B EL 0 c� LJ Q z 0 rn U w N 0 U I 0 C 0 L 0 - c 0 v c a A 0 0 w I--,' 0 0 C6 0 N 0 N l I� Q z w LL- BOLT DOWN MONITORING WELL COVER PARKING SURFACE m 6"CONC. RESTRAINING BAND 2-INCHESN0.8CRUSHED STONE NOTE: SEE SHEETS C-001, AGGREGATE BEDDING COURSE CONCRETE FILL JOINTS WITH NO.8 CRUSHED RESTRAINING STONE AGGREGATE 1 usTYYPI v CURB,TYPICAL f'ASPNALTPAVEMENT C-002 & C-003 FOR NOTES AND NO.57 CRUSHED STONE BASE ?EPTH VARIES FROM 10" TO 24 UNCOMPACTED SUBGRADE AREA A SITE KEYPLAN PLAN NORTH 0 10, 20' 40' SCALE: 1 "=20' EROSION & SEDIMENTATION CONTROL COASTAL STORMWATER DESIGN & PERMITTING f"'y,i� AVOLIS ENGINEERING, P.A. • PO BOX 15564 NEW BERN, NC 28561 1s3eoL� (252) 633-0068 s�`?'►.0�.`,��' CORP. C-0706 k NU I Ta SCALE � 9,� l r • y >,. .•"w,,.,,,,. "" ..b.„. ...,....., m..,, w..«,. w"<.w.` .,. y L 2' �:, A t v .r 3 w.'i' °�'', /°$' ., ;ro.�`."`.""''�"°'a^..C/° `^...^,a,,.M .,",",,,• w,"°`.. ^""' '7.,,, '. p._. ,..• : q s„Z. '4 <,,<c' ` ,...__�"z..•"b �..•. ; 1; '� .'•v.',ro;-"' �„ rid'; #} p� za".aY✓T id' .'^.'.".w;„,.'"w,,.,....-'"«...,...„„, ,a $ .�g�^° y.s��q ! a� Y wf� ,♦ y� L d p� .„`6$ � `.wa°'."".^`.^ .^`.w.,,.r """w,,w.,..,.• �4„�+y,,,� ti..`" "4� ,°^.w.w ,„, •w'7,s� 1 �c &aj s `4 } •W, "'a - "' �. " .J `e £ ° j^�.. s ...,y.i,�F r '. a 'n""""".• ,,i' °z.,e,a„-+...,., ^.^-.'.eM... # { ! r:^' .s ' , C s, �3,:, - ••'«<.„ �•.� i& £ ,-. ,�.� V_ ]C pr .....� jr `"""'w, .. »...... ,."._.. r 11 ; I C '^+w. / �`"° ."""^. „„ "I" I t _ a°<. €^ '�• s.i7 `�•..,. �S',Co SLOPE PAVED ®� Im „ HEADWALL , T s x �""" �S7R °� �( �° �,� r �.^"' ,�,� � / �j� €✓�^-- "^•^n,�.•__ w^*�,�� ,i �,^a e `"'""`+...�`°^>_...>,,,,, ..,,,.,. �.„„ f��' "sy� � L„+ ��i'lY��yrr l/ [ � ,�"�'�. f � � yOHP ' .......... RA � d N i 244 REBARS, CENTERED, 3" CLEAR OF TOP AND BOTTOM, SEE RESTRAINING BAND NOTE NO. 1 a . s• 4" PERFORATED SCHEDULE 40 PVC SUBSURFACE __._._.... ...r a. ..�....... DRAIN PIPE, PLACE DRAIN WHERE INDICATED, r`I` PAVER NOTESA BENTONITE SEAL i 1. PAVER COLOR MUST BE NATURAL OR ".GREY" CONCRETE FROM THE MANUFACTURER AND HAVE A SOLAR REFLECTANCE INDEX (SRI) OF 29 OR GREATER 120 fVAND MUST BE COORDINATED WITH THE CONTRACTING OFFICER 1 ! ;:�-� � � •� 2, PAVERS MUST MEET THE INFILTRATION RATE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUAILITY OF MAINTAINING f AND INFILTRATION RATE OF 55 INCHESIMINUTE. 3. INDICATED GRADATIONS FOR CRUSHED STONE, SUCH AS NO. 2. NO.8, NO.57, ETC., MUST COMPLY WITH AASHTQ M 43 GRADING REQUIREMENTS. 4. ALL CRUSHEQAGGREGATE MUST BE WASHED BY THE AGGREGATE SUPPLIER TO REMOVE FINES. /d, � '� STCOMPLY WITH THE REQUIREMENTS OF AASHTO M 45. CLEAN SAND �, 5_ BAND MAY BE NATURAL OR MANUFACTURED SAND AND MU � � � - B, THE USE OF CRUSHED LIMESTONE OR CRUSHED CONCRETE IS. NOT PERMITTED. " 4 b N,. s 7. LIMITED THE USE 4F CONSTRUCTION EQUIPMENT WITHIN THE AREA OF THE PAVERS TO MINIMIZE COMPACT. w. „ "� " �e 8. GRADE SUBGRADE DURING PERIODS OF NO PRECIPITATION. `. 2" SLOTTED WELL SCREEN �� , � � y �� £�� p � PERMEABLE PAVER DETAIL � r r 6-f J '`w...,w..- �'`f, fy<' � �� Y''r �'Y^ � �' „�",, p""'"°^'w�� .,,""'^^ ,,,,,w^ y �5��,� .,,,„,,,,. ��,✓�� „�`�'^�''Y...w"s �.:..„,.».., °G$� € 9 ✓>y�"� .,wµw ". _ �' �.` w w .. w w �, w { I ' "� ""w+.ww."„ap +"e .. p fin '"°p,,, <'°«""• ,„..."o 'R„�Y'."""^'"°.`..'^..,..w,e,. •• F '^*+.._ e .r /�� "•" ., "" l...wy>...a^�....w .'..w`„, . {'`r' ..a •7 4:�y 'w.....,:. «.E,✓`�' Mil. r.'-,"`"'" '....,+�,.,,,,,,,��,. .,,�M.f.,�'a�,...*a^.F '�..tg,. / fl /. y� CAP _ roroM ^ M. HP OUTLET PROTE k4II..„ ar _ _ + DETAIL C2/CG�d GROUNDWATER MONITORING WELL „ M £`" DETAIL �« �.w, U ` w.,,,,.,� �, "'-�^ PR ON l� GIN•. S R . At-�-�` ',tttiti.itttt�,` FEB. 1512018 SEAL FE C VED uffp DLO „ A � _..� _. k .�... � ,n �� ° N-1 :r r H DWALL-1� �,. -�-•.��. ,�' - 1 + r _ i 3� `'.. ...` LIMITS OF DISTURBANCE 4.68 ACRES ArE INFO APPROVED '^ T NC i4�``` - �,� D.A.#3} u „_.w ---` � � � .� � SILE ° �, � � k n � - � .:,:° ��. _ ° � � � ........... .�� > �� ,� �� ' f . f� s i APE) HW _ T DRAINAGE AREA 1 - 1820 SF A- ., PERMEABLE PAVEMEN __ FOR COMMANDER NAVFAC g i , 14 •+�.�� ACTIVITY wy 4 E D.A. K - �R SUD GATE VALVE ..° .:. . INV. NORMALLY C 0 � THERE ARE NOT ANY WETLANbS ON THE SITE. �. °PAVEMENT ELEV=16.8 -18.0 (VARIES) " JOANNE KRAUSE (BY EMAIL) TOP UBGRADE DATE 2115/1S SATISFACTORY TO ® _ + - TOP AGGREGATE-16.8 -17.2 (VARIES} ° r .60 MONITORING 1NE "` °� DES ORA DRW ORA CHK DRG ,` IfV-17 � �� RE LATiO. / PM1DM KOZENSKI / G. COOKE B. FORBES �'' - BRANCH MGR �. %� p �r� •G& r..� .�� - �� ' 1912 7CHIEF ENGIARCH ,.w., €." Z - 0: e e� 119 FIRE PROTECTION ;w� GATE VALVE P �` B s ~ -' 'w•.,y ..a. � . e °" d '✓ e ,s `$ J .. %> `� ��""""",•<.,,N,. > ' °'L �"3�° ° .fir W OVERALL STORMWATER,REDEVELOPEMENT . �/ x . �� NORMALLY CLOSE a 'w Y f S7 1 - .....- ^° _ CAUTION: AVOID OPERATING "...�� Z v a -� BOUNDARY 4.68 AC. _; R M � - I .w...� -� CAUTION: AVOID OPERATING GATE VALVE ' HEAVY EQUIPMENT IN �` i j Q - � �'z,ra... €rd��`...rs^'d�c�"� .r, wi.. � � r .� •(,/i •� � � �` ;♦ ,� ��'" �'�a'"�^.,. ,�,�� W EXISTING BUA DEMOLITION 11417,194 SF .�.'�"' J. s v,� m, fi fr/ �� ALLY CLOSED ASPHALT PAVEMENT �� Z �--- J a HEAVY EQUIPMENT IN SWALE _ PERVIOUS PAVER AREAS. ; Z TOTAL NEW BOA = 11448 SF 4 1 � � -==::. s.y: .. � � PERVIOUS PAVER AREAS. � '� SDcO-11 ,� � � � > � ` � � � "� � � � Z � _ s r x 1 SDCO- SDCO-10 MONITORING c�� Q W w.. (PERMEABLE PAR AREA - 8,161 SF} �. a �°' b ONITORING W P-17.88 PER ., REGULATIONS TOP-19.00� �°� �•J-j A � �� , �" � � �r, !P-t,6�,64 �� M E � TO �� a t� � lPER �� H e ,� z ' cr, u�ALL STRM AT-p OVER °� , �►�„ .�.� :- _ z g REDEV OPMENT 130 �1DARY 1;11� aft - ' �, �� f + PAVEMENT ELEV=18.0-19.5 (VARIES) ' F a PAVEMENT ELEV=16.6'-18.3' (VARIES), -'-. w. TOP SUBGRADE=15.3' TOP SUBGRADE=16.7 9 f / r m cew IL - TOP AGGREGATE=17.6 -18.7' VARIES z w Z TOP AGGREGATE=16.1 -17.5 (VARIES} (VARIES) -� W Q � ? SPECIAL SEEDING NOTE:uu t {� •1 R FLATTER WILL WI�HIN SEVEN CALENDAR '" �� _ vy Z CUT & FILE SLOES 3. 0 I SWALE �� V10E WITH... 4 DAYS Of,?NY PHASE OF Guj 0 DING, BE PLANTED ANC PR _ .. µ ° r ASPHALT_ AVEMENT �o oF-- y ANENT GROUND COVER, D , CEO 0:Ry� EIP RARY ORE �g a� E . TRAIN EROSION. AI ITIaNALLY, WFIH1� � "_ "�� FICIENT T R �� _r ST,��UR � YSU � 3 Ca { PERMEABLE PAVEMENT DRAINAGE AREA 2 10,754 SF - J = W 7� `OAYS SLOPES STEEP,R THAN 3:1 SHALL -BE PROVID'ED�U1fITH � � � � ``� � "� � 3 R ' : - T MpoRARY R PERMANENT GROUND COVE, AND S A = LL BE PLATED.��.g �f {€ �'/.�� - �.� z a �0. �� ,i { �� , .� r ....°^° �.,g. �'�`'°.,: ,.�. {gg •!��.� age• '�' ! t +� (� 21 .00 �q ✓' _ r:;.,^�." """�" 0. M Q '-��j�j�♦'. y' 4 S E: f� CAL °yam u v SS q gS, r i ' 43� :i.. ..'' Pr 3 ».., n. <�, s';,''•w...,°'9 ' `^�. °-rni�il•.rlr. ^�F^ .�.�� °';_ ..� ^.'A"'� x °.,»^" 4 a.. 'e1430152 PROJECT NO: mak -ter..,.. > .e _.....:..... _ ____....._ . t ... � " ram; �'� { .�i-� fir-, ,.,,.w.:" �,,.�.,�..,�,._..�. ..w...w.w...,._..•..»".�-� �W � �.i��..., P1 3� „ .. _. i g t .:, �, hl CONSTR CONTR NO: ti-TM <.df�;,lv....r.,.. � �" p,. .,s ,,,< wN .. ,... E •q< �,.,ox.. ...,.. ""..,.a. «,..... ^'".,"a�`. 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ROl • iES14 �� i 2 OFCD T 1) COMMUNICATIONS DEMOLITION. Ex E; E' AVQLIS ENGINEERING, E : .—Ex % P.O. BOX 15564 coNCRErE � NEW KERN, NC 28561 STORMWATER REDEVELOPMENT PH.252 s33-ooss,FAx 252 s3�s5o7 BOUNDARY = 4.68 Ac DA19 I EXISTING BUA DEMOLITION = 114,794 SF HP 425 1 ';��'�►�a' `�' ►riji�WE +tea pro ♦♦♦♦♦ ,ice+®i�i+++.+i+i ♦ i i i KEYPLAN 7)FMOLITION PLA 1 TA A t aC W LL' z wwz Z w 0 p wpm v. U z_ W W u Q w �C Z w V WN � Z 1_i_ (A W 0 J J c a m Z z a.d' 23 4 __ a - HAZARDOUS MATERIALS FIELD SURVEY.,�* 1w, NOTE: SEE EL E T RI AL SHEETS ES1 01 E 1 02 AND E 1 03 A HAZARDOUS MATERIALS FIELD SUR S COND M FOR. ELECTRICAL A NCB COMMUNI ATIC1 4 TU 1`3 EMLITION, J TO -R 2 OCTOBER 18 1 tif:)�I�DU(GH c LJL. 6, SEE a�F -� SPECIFICATIONS FOR REQUIRED HAAATEABAf.�_ x o� a wx 15 SDP co O dho Wx 6%A WX 0Hp 18 WX OHP 0Hp A0 SOX IGH IIN19P 014p- c % 0 3 A 0 mass■ mammon Oman owns Amain MEMO +�\ ' `~�'�, won 111101! man Mason �+ OWNER 1 r�► �4 con SPECIAL SEEDING NOTE: CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH. TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION, ADDITIONALLY, WITHIN 7 DAYS, SLOPES STEEPER THAN 3:1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, AND SHALL BE PLANTED. u 0 SD x A G x IVATCHLINE-6- �1: I i �91 I ,Z MATCHLINE A fP ISTREET A -- lob 76 low MEN woof MENNE a ONE 3100 on &Mason I am at now an onaman RONNIE 111111111111lomm� li4 r,Wg!r*ld " .18-39 II 01k, NW "! wr.7, A 5 AREA B KEYPLAN 40% 1 WVM rum. omftI, W M '0I N PLAN NORTH 0 101 201 49 SCALE: 1 11 =201' k 101 z Q c aril SS&A A/E INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY '0I 02 N SATISFACTORY TO DATE 10/18/17 cli C�o DES ORA ORA CHK DRG S43*20'59"W PM[/DM 22.68 Ir to % BRANCH MGR CHIEF ENG/ARCH CA ts Cri FIRE PROTECTION 9 01 0 W N4745'16"E 2.3' 8 Lu ,,� t z Z z 00, z E Uj !� < U. z LLJ Z C/) .� hVAC 00 UJ 0 --4 0 ui M rq REMOVE 3 uj uj HVAC UNITS W W Ljj < % NO z to nC W00M ca G W 0 0 S4922'37"W I.. j Lowil filllt!// r y\ CA/? LL un Lu % 0 1536 z Z S41#23'34*W Q Q Ni M M z 53.88 cl c -G low Jim 11 PROJECT NO: 1430152 CONSTR CONTIR NO: AVOLIS ENGINEERING P.A. P.O. BOX 155M MATCHLINE B-B NAVFAC DRAWING NO: NEW BERN, NC 28561 SDIPH. SHEET: OF v. J?L2 633-OM, FAX (?U2 M-6507 MATCHLINE A -A C D 102 -CAUTION: IF SHEET IS LESS THAN DRAWFOR M REVISION: 10 MARCH Zoos 5 34"X22" USEGRAPHICSCALE" Al IV,