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HomeMy WebLinkAbout20070245 Ver 1_Site Plan_20071213J J L a , ,t..~ 1 - ~ - °d _ o p o / 5 ~ ~ r ~ lil No r ~ ~ .des LEGEND 0 0 ~ ~ d RIPARIAN WETLAND AREA .1 ~ ~ ~ \ ~ ~ ICON-RIPARIAN WETLAND ~ o \ ~ ~ = li , / ~ ~ .AREA W ~ - ~ N Q \..r~--...~ _ P~ { INTERMITTENT STREAM r_' ~ ) ~ .ti ` ~ f z PERRENIAL STREAM . v ~ ~2 _ a ~ fr_ ~ u . / . SS I I . ~ ~ iJ I ~ / ~ ~f ~ ~ IMPACTED WETLANDISTREAM f ~ I C ,r ~ 1 ~ ~ ~ J r i N LI MiTS 07 ^ ~o CLEARI G i„ N r.~aZ ~ ~ l ~ ~ _ . ~ ---`fir / , w CLEARING LIMITS 08 1 / ' ~ d A = C l i~ , f ry,.,~ - X ~ I ~ , ~ / II x I ~ ~ ~ U . ij r f r ,,,r I J,~2 x x - I \ ~ I' II ~ IMPACTED WETLAND AREAS ~ U / ~ " ~ I ~ C I , ~l ( - i ~ _ _1 fem... r' f ! - 1 , ~ ~ 1 ~ = NON-RIPARIAN RIPARIAN INTERMITTENT PERRENIAL V WETLAND WETLAND STREAM STREAM ~ ~o~o • • ~ r ~ P ADE ~ l r ~~11111I Illl/// • ~ x ECK ~ ~ ` 1 ~ ~ I f / Q Headquarters 112,337 SF/2,58 Ac 0 SF/O Ac 864 LF 0 LF ~~~0~~~; ~ A~~< %i,~ Vim. , ~ x l ~ J ~ ~ OUSE 1. - FY 2007 Totals 15,673 SF/0.36 Ac 200 SF/0.004 Ac 715 LF 0 LF ` (Excluding HQ) - ~ 9 ~ ~ • • • S Z.r- ~ H1 ` ti ~ ,s - - 5 ~ ~ ~ ? ~ J FY 2008 Totals 98,407 SF/2.26 Ac 35,332 SF/0.81 Ac 696 LF 0 LF ~`s,~c~~ D.•~ '1;q ••......•••F0~ 1 r _ l ~ ~ f ~ - - r .~l ~ //~//~SI111~1111~~~~\\ 1 ~ ~ -~f Calculated 226,417 SF/5.20 Ac 35,532 SFI0.82 Ac 2,275 LF 0 LF ,I ~ ~ Totals DES JRf DRW PCP,JVP,KEP ~ - a IIIIIIII III E _ _ , , • • r Q I III IIII OI ~ ~ i i ~ I Wetland Survey 101.1 Ac 9.1 Ac 11,287 LF 17,176 LF REVIEWED BY TOfi1IS * PM/DM J.Z. * Survey of Wetlands and Stream Origins, Marsoc Cantoment Area, JUIy 2007. CHIEF ENC/ARCH 1 r I ~ ~ ~ ~ ~ . I o ~ \ ~ ~ ~ ~ ' Z NUMBERED NOTES: $ ~ w E. Z Z Z J } ~ 1 EXISTING CULVERT TO BE REMOVED AND STREAM ~ ~ ~ - - CHANNEL RE-ESTABLISHED. ~ ~ ~ Z o ~ . ~ v 1 ~ ~ - o TAN` - / G., f - W r..~/ ~ / 1 ~ g ~ ~ ~ 2 POTENTIAL STREAM CHANNEL RELOCATION VIA ~ ~ z ~ o k r ,~.f o , ~ _ ~ CULVERT/CHANNEL. DETAILED GRADING TO BE ~ o ~ _ ~ ~ r r ~ PROVIDED WITH FINAL SITE DESIGN. ~ ~ ~ ~ > Q s PROPANE ~ w o T ~IKS COM ~ , / ~ ~Zw~ N AR- ~ Q D I N ~ f ST I D ~ a ~ ; a ~ `~,.r-~ 3 FOOTBRIDGE: OVER WETLANDS CROSSING, ° ~ ~ ~ Z i f ~ f \ ~ 4 ROADWAY. Z = z ~ PROPOSED CULVERT UNDER g V r , 0 ~ } ~ ~ g , ~ r ~ ~ a 0~~~ - ~ - ~ to o a - D _ e I C} ,,__s__ , y ~ 4°~ AN MMARY ~ ~ ~ ~ ~ ~ ~ MITIGATION PL SU Q Q _ BO T - ~ m ~ Q / Y Z NON-RIPARIAN RIPARIAN WETLAND INTERMITTENT ~ ~ ~ ~ WETLAND NON-RIPARIAN STREAM ~ o Q0 O Q U O ITI ATION BANK COMBINATION OF NORTH COMBINATION OF NORTH o Z U W GSRA M G c 2 O a (CAMP LEJEUNE) TO BE CAROLINA ECOSYSTEM CAROLINA ECOSYSTEM ~ ~ Z v (L UTILIZED AT 1:1.5 RATIO. ENHANCEMANT PROGRAM ENHANCEMANT PROGRAM ~ 0 (EEP) AND ON-SITE CREDITS (EEP)AND ON-SITE ~ ~ ~ a TO BE UTILIZED AT 1:1 RATIO MITIGATION TO BE UTILIZED. ~ i ON-SITE. ANY ADDITIONAL ESTIMATED BREAKDOWN: CODE iD. N0.80091 slzE D MITIGATION WOULD BEVIA -EEP: 1,865 LF sCA~E. AS SHOWN EEP CREDITS, AS REQUIRED. -0N-SITE : 410 LF MAXIMO N0. i ESTIMATED BREAKDOWN: STA. PROJ. N0. i 0 -EEP: TBD Ac woRK ORDER No. CONSTR. CONTR. N0. w -ON-SITE :0.82 Ac. z NAVFAC DRAWING N0. (~j-001 ' 00' 0 200' 400' 600' 200 1 WEfIANDS.DWG SHEEP 1 OF q. w A ww.~.. .N ~~..1 11.~i.A7 p ~IiALC 1 LUU r DRAWFORM REVISION: 01 MAY 2008 r 1 y- J I L J ~ a g O i N~ LEGEND y ~ y RIPARIAN WETLAND AREA a NON-RIPARIAN WETLAND ~ i; AREA W o N Q I INTERMITTENT STREAM a PERRENIAL STREAM \ a~ IMPACTED WETLAND/STREAM ~ ~ / ~~j ' ~ ~ / \ ~ ! ~ 111 ~ ` ~ r~ q f ~ ~ I\ \~1+~~ //ii~J~ 1 ~~~~I / ` ~ ~ ~ it lip \ \ / ~ ~C ~ ~ . CLEARING LIMITS 07 . F ` i~ 1c/f~i~~ ~~~li.~ ..'J ~~~~S~~l!; ~ Il~~li(~1~ti~r7~~ ~ Ii W ~ III T ~ ~ ~ i (ll ~ ~ I IS J~ \ , 1 * ~ CLEARING LIMITS 08 C ~ IMPACTED WETLAND AREAS ~II~S d--~-~~ NON-RIPARIAN RIPARIAN INTERMITTENT PERRENIAL fame. ~ WETLAND WETLAND STREAM STREAM AE l..J \~~11111 CA Illy///i r Headquarters 112,337 SF/2.58 Ac 0 SFIO Ac 864 LF 0 LF \~~~~~~.,,,,,RO~~ ~ 0 ~ ~f ~JIF'-;~ FY 2007 Totals 15,673 SF/0.36 Ac 200 SF10.004 Ac 715 LF 0 LF • Q~ f ll~~ ~ Excludin HQ ~ 97 'i ~ ~ f /J c~ ,c~ i it G \ j sB ~C ~~1~ i fi~~ ~f~ c _ i ( 9 ) ~ ~ , d a : . ~ ~ ` ~ A 2 . 1 Ac 696 LF 0 LF ~ 3 ~ FY 2008 Totals 98,407 SF12.26 c 35,33 SFIO 8 ~ Calculated 226,417 SFI5.20 Ac 35,532 SF/0.82 Ac 2,275 LF 0 LF ~~~i/~S~iiR11`~~~~~ c ~ Totals 5~ DES JRF DRW PCP,JVP,KEP Wetland Survey 101.1 Ac 9.1 Ac 17,287 LF 17,176 LF REVIEWED BY TOtaiS * PM/DM J.Z. ~ * Surve of Wetlands and Stream Ori ins Marsoc Cantoment Area Jul 2007. CHIEF ENC/ARCH ~ ~ o y g ~ y 30 ~ ~ mar=' ' o Z NUMBERED NOTES. ~ ~ w E ~`l EXISTING CULVERT TO BE REMOVED AND STREAM Z Z w Q ~ \ ~ ~7 n i/ \ ~ ~f~~ a~ Cam' \ 1 ~ W ~,~r CHANNEL RE-ESTABLISHED. ~ ~ w 2 POTENTIAL STREAM CHANNEL RELOCATION VIA ~ ~ z ~ z C~ CULVERT CHANNEL. DETAILED GRADING TO BE ~ Z ~ ~ ' ~ - ~ ~D~ ~ e Ir ~ / /fit t~ \1~~1 ~;r' i`,,~~} i'j~\~ ?~l'\I' I~ ---_~"~j~///~ I ~JII ail~~~~ f ~ ~o ~ ~ ~ PROVIDED WITH FINAL SITE DESIGN. ~ N w ~ z ~ . ~o ? Zw~ 3 FOOTBRIDGE OVER WETLANDS CROSSING. ~ ~ ~ ~ ~ C~ a. r cn ~ ~ 4 PROPOSED CULVERT UNDER ROADWAY. Z = z = cn ~ U~ U a O~~a ~ ~ r ~ j ~3 ~ti ~ ^ i ~~II > lam. h I 1 j%~ ~c,\, MITIGATION PLAN SUMMARY ~ Q Q ~ ~ _ ~'!~7 ~i - C i~ ~ ~ ~ Ji i i(~ 1~ rid ~ i,~i~ 0 m ~Q ~ ~ - ~ NON-RIPARIAN RIPARIAN WETLAND INTERMITTENT ~ a ~ ~ WETLAND NON-RIPARIAN STREAM ~ o 0 MATCH LINE SHEET 4 GSRA MITIGATION BANK COMBINATION OF NORTH COMBINATION OF NORTH ° Z U 2 (CAMP LEJEUNE) TO BE CAROLINA ECOSYSTEM CAROLINA ECOSYSTEM ~ ~ Z A AGENCY APPROVAL L UTILIZED AT 1:1.5 RATIO. ENHANCEMANT PROGRAM ENHANCEMANT PROGRAM (EEP) AND ON-SITE CREDITS (EEP) AND ON-SITE ~ > ~ TO BE UTILIZED AT 1:1 RATIO MITIGATION TO BE UTILIZED. c ~ ON-SITE. ANY ADDITIONAL ESTIMATED BREAKDOWN: CODE ID. ND. 80091 slzE D MITIGATION WOULD BEVIA -EEP: 1,865 LF scA~E: AS SHOWN EEP CREDITS, AS REQUIRED. -ON-SITE : 410 LF MAxIMO No. ESTIMATED BREAKDOWN: STA. PROJ, No. -EEP: TBD Ac WORK ORDER N0. -ON-SITE :0.82 Ac. CONSTR. CONTR. N0. NAVFAC DRAWING NO. rj-oo 1 wET~AN~s.~wc e SHEEP ~ OF t~ a 11.21.07 DRAWFORM REVISION: 01 ANY 2008 1 `7 Z i L J `'I" a vd ~d 0 ~ ~ PA W1 ~ PA ~ N o I ~ r - ~ 1 I ~ - r~,., - ~ ~ ' ~ LEGEND r ~u - - \ ~ -.,J ~ WASH ~ _ ~ - / / r' I ~,_,-J ~ C~, RACKS ~ t~ RIPARIAN WETLAND AREA ~ 1- ~ ~ P W ~ / t, \ S ~ Q ~e~~~ ~ ~ ~ NON-RIPARIAN WETLAND a / - - 1 a ~ t r . ~ _ ~ ~ Iaa raaal ' P ~e ~ ~ ~ ~ ~ I ~ ~ r--~ AREA = ~ i 1.~ e W ~~e M N ~ s o r~ g ~o ,p i4 ~ ~ ~ 9 Aif- a ~ Ia t~ ~ ~ a~ ar~ m ~ 1 ,,tJ ~ r1 81/1 ® a ~ ~ a + , - ~ ` ~ INTERMITTENT STREAM ` L-- ~ - PERRENIAL STREAM - , . ~ f.. . ® r . ' 0 l/ ,'p' { ~ ~ ~ - _ .._1 I e~ as ` ~ / ~ IMPACTED WETLAND/STREAM J ~ - 1 e0 ~ ` _f ~ FEN ED ~ , ~ " r ? ~ , 1 rte..) ~ e.., t 4-..--'v~ ~ A ~ J . j~ "'C 1 J ~ ~ \ `-r.- t ~ ~ ~ , / ® ~ r ~ ~"i~--~ CLEARING LIMITS 07 ® ~ti\. ~ 6 . ® ~ ~ ~ 4 ~ . ~ cry IS G-` / ~ y^,~ ~o r ~ ~ ~ ~uNtiv~rvK~tMVMw~~?~yv~~~1~ CLEARING LIMITS '08 ~ ~ ~ ~ - ,a ; ~~e - ~ ~ , o 1 .fie ~ ~ ~ 9 1 ,s' \ . N w IMPA TED WETLAND AREAS ~I~;S Z C ~~v~s~~ - _I NON-RIPARIAN RIPARIAN INTERMITTENT PERRENIAL "~'r WETLAND WETLAND STREAM STREAM AE LOGD P u ~ ~ ~ ~ ~ __..T ~ V Headquarters 112,337 SF/2.58 Ac 0 SF/O Ac 864 LF 0 LF \\~o~~~.ti A~O~~~,~~~/ FY 2007 Totals 15,613 SF/0.36 Ac 200 SF/0.004 Ac 715 LF 0 LF , _ ~ .2 , ~ ~ RIM TE _ \ ~ _ ~ , s ~ PE ~ l - pE s ~ (Excluding HQ) ~ 1 . : , _ ~ J a ~ c~ ~ FY 2008 Totals 98,407 SF/2.26 Ac 35,332 SF/0.81 Ac 696 LF 0 LF c~~ i ~ ~ Calculated 226,417 SF/5.20 Ac 35,532 SF10.82 Ac 2,275 LF 0 LF ///iiiiiiii~~~~~~ SEA ( ~ ~ Totals DES JRF DRW p(;p,,~yp,~p ~ Wetland Survey 101.1 Ac 9.1 Ac 17,287 LF i 7,176 LF REVIEWED BY ro ~ ON ',d~ ~ TOtaIS * PM/DM J.Z. 4 ~ ~ ~ * Survey of Wetlands and Stream Origins, Marsoc Cantoment Area, July 2007. QCHIEF <G/ARCH / ~ ~ • ~ , ®4~~~~'~®~ NUMBERED NOTES: ~ o E , . - \ > o f.~ a ~,._..~v,` _...rv%` ~r~~ ~ z z ~ J ~ f ~ a? B ~ s 1 EXISTING CULVERT TO BE REMOVED AND STREAM ~ • , a~ ~ as rr IIIrr1 Ia~rr~ . 4 ~ T ~ . ~ ' o ~ ~ ~ a L ...z• . _ . ~ ~ J ~ - CHANNEL RE-ESTABLISHED. ~ J z V ~ ~ Q ~ ~ ~ e ~ ~ ~ ~i ~ \ , ~ ~ V \ - 2 POTENTIAL STREAM CHANNEL RELOCATION VIA ~ ~Q ~ o 1 CULVERT/CHANNEL. DETAILED GRADING TO BE ~ o ~ _ ~ ~ ~ ~ ~ x L ~ q PROVIDED WITH FINAL SITE DESIGN. ~ N w ~ z ~ ~ ti r ~ ~ o ~ ~ z w ~ . 0 w .4 a n - 3 FOOTBRIDGE OVER WETLANDS CROSSING. ~ ~ ~ ~ r~ a a ? U Z 1 I ~ ~ z = 0. ~ ~ a ears r f~) ' C1 9 ~ l~ r Aa ,.r../ 4 PROPOSED CULVERT UNDER ROADWAY. g ~ Z ~ J ~ ~ o ~ / ~ J U ~.j o ~QW~ - w ~ I-- ~ 4 ~ r~ f___,,.- MITIGATION PLAN SUMMARY ~ QQ c~ ~ ~ ~ ~ r° J ~ ~ m~ ~Q . i ` ~ ~ / Z 1 ~ ~ NON-RIPARIAN RIPARIAN WETLAND INTERMITTENT ~ d ~ ~ ~ _f y ~ ~ Q WETLAND NON-RIPARIAN STREAM ~ o Q0 o Q U GSRA MITIGATION BANK COMBINATION OF NORTH COMBINATION OF NORTH o Z U l.i.l O a 2 (CAMP LEJEUNE) TO BE CAROLINA ECOSYSTEM CAROLINA ECOSYSTEM ~ ~ Z U O ~L UTILIZED AT 1:1.5 RATIO. ENHANCEMANT PROGRAM ENHANCEMANT PROGRAM ~ (EEPj AND ON-SITE CREDITS (EEP)AND ON-SITE ~ > Q Q I TO BE UTILIZED AT 1:1 RATIO MITIGATION TO BE UTILIZED. ~ ~ ~ ON-SITE. ANY ADDITIONAL ESTIMATED BREAKDOWN: CODE ID. N0.80091 slzE D r N MITIGATION WOULD BEVIA -EEP:1,865 LF sca~E. AS SHOWN EEP CREDITS, AS REQUIRED. -ON-SITE : 410 LF ti+roa?no No. O ESTIMATED BREAKDOWN: STA. PROs. No. w -EEP: TBD Ac WORK ORDER ND. Q Z -ON-SITE : 0.82 AC. CONSTR. CONTR. No. 200' 100' 0 200' 400' 600' NAVFAC DRAWING ND. Cj-001 WETLANDS.DWG W SHEEP 3 OF 4 - 4 o SCALE 1=200 11-21.07 ORAVFORY tlEV610N~ O7 WV 4008 i ~ i ~ I I r) 1 7 1 ~ J L J a ~ ~ ~ ~ I ~ ~ ~ 1 1 ~ r"~- V c ~!e ~ i 1 f,~` ~ ~ T ~ , 1 ,~~',e ae l -Z, , ,1 I ~ ......'..~'"t.~ ~ .~1 e , t~ ~ ~ ( ~ ~ LEGEND f ~ { ~ o f--L _ f ,r m r RIPARIAN WETLAND AREA - ~ ~ W " _ ~ F P f~-....--- ~ a !r ~',I as a a~ , . ~ ?I; Pe _ ~ NON-RIPARIAN WETLAND Z f~ l t ~ 1 ~ ? ~ ~l ~ , ~ r 1 a as : ~ , ? ~ AREA - . 1 w° , t? ? \ - r~ "i a 1 ~ a r' ~ ? ge . . . . . . . . . . . . . . . . . . . . . . . ~ ~ INTERMITTENT STREAM a ~ i- i . ~ ~ a PERRENIAL STREAM a ~ , ~ . I ~ 1 f e C-s` ~f ~ IMPACTED WETLAND/STREAM ~ ~ I r~C`~~- --..~0 i ® ~,1 e ~ ~ ? ~ ~ ~ CLEARING LIMITS 07 r ~ , a M \ 5 I L•.? ~ 1. ? ~ c ~ N i 'rryrr~v"u~uMtrMrr"v~rrr~ CLEARING LIMITS '08 + - , / ?r ~ w I ~ r I',.'" . ; , $ fir, ~ •e , W f tom, ~ y W ~ c ~ ~ / f_,`~ ` ~ i f , , IMPACTED WETLAND AREAS ~I~;S 11 r. , A v ~ r'--~ NON-RIPARIAN RIPARIAN INTERMITTENT PERRENIAL ~f` ~ ~ WETLAND WETLAND STREAM STREAM ~ ~~~~11~ CAR~~~~/i Headquarters 112,337 SF/2.58 Ac 0 SF/O Ac 864 LF 0 LF N,,,, o~~ J, 0~•'~E ' , FY 2007 Totals 15,673 SF10.36 Ac 200 SF/0.004 Ac 715 LF 0 LF ~ r `'fie , , ea + / , f''~ (Excluding HQ) ~ 1 97 + . / r~ _.1 ~ a , M 0 , I ~ l FY 2008 Totals 98,407 SF/2.26 Ac 35,332 SF10.81 Ac 696 LF 0 LF ' ~~'`l, 3N i ? ' ~~liiys R11~~~~~ , Calculated 226,417 SF/5.20 Ac 35,532 SF10.82 Ac 2,275 LF 0 LF iiiiii ~ ' ' r+ _ it ~ ~ ~ Totals ~ 1,/ ` DES DRW Q~,~~~ Wetland Survey i 01.1 Ac 9.1 Ac i 7,287 LF 17,176 LF REVIEWED BY o aar~° r I / ~ 1 ~ a ~aaaa - i J TOtaIS * PM/DM ~.Z. ~ - Ia llaa 9®~+ x ~ ~ ~ aaaiaaaain ® ~ ~ aaaaa/a j ~ /R ~1./ { l x 8 x ( J ~ G ~ x z / ~ ~ ) * Survey of Wetlands and Stream Origins, Marsoc Cantoment Area, illll y 207 CHIEF ENG/ARCH ~ ~ ' U ~ z o x ~ ~ ; ----f N ~ ~ -tip f._.J } ~ ~ 0 1 L ? D i NUMBERED NOTES: ~ ~ W a~ ~f ~ .l~` 1 EXISTING CULVERT TO BE REMOVED AND STREAM ~ Z ~ `vc~ CHANNEL RE-ESTABLISHED. ~ z `~r ~..r% _ ~ to oC w ! ~ a ~ Q ~ 1 ~ ~ ~ ,1 M_,~ _ ~ ~ 2 POTENTIAL STREAM CHANNEL RELOCATION VIA ~ Z ~ z Q ~ { CULVERT/CHANNEL. DETAILED GRADING TO BE ~ z ~ ~ a ~ ~ ! ? ~L r' I ~ ` ~o ~ ~ ~ 1 ~ PROVIDED WITH FINAL SITE DESIGN. ~ N ~ > Q 1 o ~ I N t,.~.1 a D ~ _,~f~ f 3 FOOTBRIDGE OVER WETLANDS CROSSING. ~ ~ ~ ~ a ( ~ ~ ~ y-~ ~ ~ i ~ ~ PROPOSED CULVERT UNDER ROADWAY, g z ~ / r / 1 rn L r~„~ Q W V, Q W LL ~ r ~ ~ ~ ~ v J MITIGATION PLAN SUMMARY ~ Q Q c~ ~ ~ ~ m~~Q ~ ~ Y , r , , Z I ~ , S ~ ~-1_ NON-RIPARIAN INTERMITTENT ~ ~ r ~ ~ ~ RIPARIAN WETLAND N N-R PA TREAM W a o ~ - ~ i ~ ~ WETLAND 0 I RIAN S ~ o 0 Q U O O GSRA MITIGATION BANK COMBINATION OF NORTH COMBINATION OF NORTH o Z U W 2 a (CAMP LEJEUNE) TO BE CAROLINA ECOSYSTEM CAROLINA ECOSYSTEM ~ ~ Z 0 ~L UTILIZED AT 1:1.5 RATIO. ENHANCEMANT PROGRAM ENHANCEMANT PROGRAM N Q (EEP) AND ON-SITE CREDITS (EEP) AND ON-SITE ~ > ~ I TO BE UTILIZED AT 1:1 RATIO MITIGATION TO BE UTILIZED. ~ ~ N ON-SITE. ANY ADDITIONAL ESTIMATED BREAKDOWN: CODE ID. N0.8D091 sizE D n to MITIGATION WOULD BEVIA -EEP: 1,865 LF scALE. AS SHOWN EEP CREDITS, AS REQUIRED. -ON-SITE : 410 LF MAXIMO N0. .D ESTIMATED BREAKDOWN: STA. PROJ, No. O -EEP: TBD AC WORK ORDER ND. til -ON-SITE : 0.82 Ac. CONSTR. CONTR. N0. , Q Z ' 0 400' 600' ~ 200 100 200 NAVFAC DRAWING N0. Cj-oo 1 WETLANDS.OWG w Q , SNEET 4 DF 4 - o SCALE 1 X00 11.21.07 . ORAWFORM R~1~J: Ot MAY 2D06 ~ 7 ~ rn Q W s . - _ _ N a 0 Y ' V f 1 w.w~A ~ p i . -•K--- Q R r Q I O Q ' O awl i ~r•~ j, i W A N +L t . . ~ , ' ' . V ' ~ r Sri'{ ' ~ \ ti,rr / ~ «...+'»„~,ry/ ° \ r t .r"~ ~ J ~ . + 1 r.A aa. I ~r , ~ f 4 ~a•M i , ~ ! 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E f S~ a i 2!; 1 . u: s , . ~ij iY. ,t~• i~ =i L y„4 • r,^•~y,"""„,„w•+.+''w^'' ! is ~ i I~ I~ III I ~ '~I ~ r ,'1ti.~ ti.~.z y y~ r r ~1 ! {1 .r i f •L.ti •r~ f~! s . ; ~ ~ r J~ .l/r1'f'' r .1 ~ i • •J,F. ..rw,,, ! s - ~ /:lJiri f w3 t `J t I ~ 111 / ; , , ~ . ~i } ~ ~ i ~l J +Y ? ~ s tin ' . ! r ,r. !7'' r 1 '~-7L~ ~fsn r t ~ t L LS r ~il • 1 1 1 t ~ r '!~i ' f~ii~i t!t : e : 1 : ,I~./ r^^,..~ t . i, ~ 1 9 t;t;~iS, 11^w.^.~.~r~,r~.•'d. ,,'tfi~r` ~S/ g ` I~ i ~ icy o 1 .h,. """'~J1..+J ~ ;Iij r'~' ~ ! E, % f j(./a,,iyf;yt • ~ `i 'ti•ti^.r•''~~ ~ ~ r r 1f r /f t' .,.r~.^ ! ~!•It: F ! ,.a. ,Ii717.1T ! r ~ ~ i ` 5~'%.~a..«.sr+,J"'~ ~ \r,?//fir ~/f~t 1 ~L~ \~Y , s ~ W WI . ~ to 'S} I'a ~ ~ !so ,'•ti.•w.~....y r i j ,~~~~•~r,r~ ' r • ? J i L {.I..rM f~ ,,la of ' ~ ~ ~ ~LOp O t iik~`, ~ 1, i~•~ i ; 4 .d' h i.s J L { --.s ss s i .1 ~ t s , ~ 1 ~ y ~ J J i." ' 1 4 1 ~ rM /i• ~ ~ ~ ' li~! ! J `Y iii, ~ J:%.~ n EM OF NAVY NAVAL FACILETIES ~IGINE~RING COMMAND a m ~ ~ c ~ ~ g; DEPARTM , ~ o ~ m ~ ~ . ~ ~ ~ ..r ~ a ~ ~ Mid AT1?4NTIC DIVISION ~ = m ~ g ~ ~o _ z - ~ i NAVAL SfAitON , V.y.. ~ ~ ~ ~ ~ ~ ~ ~ ~ p ~ p~MARINE- CORPS BASE CAMP LEJEUNE NC o ~ ~g ::a..~_. tF h 0 0 ' n ~ ~ ~ . ; . M _ R , s s N, . ....~:.:,:..~t.;.~. HEADQUARTERS .BUILDING SECOND FL00 PLAN . BUILDING : A _ P--1176 ~ st'~ o~sctY~nor~ f1ATE WE APPR ~ ~ Q t • ~ 5411FT AAWAIC+ 3 o ~r 0 p ~ o a Ili V D W O / ~ ^ i 1 t t~ Q ~ ~e AIMS \w Q i ~ ~ P ~ ~ D ~ / - * J , ::t~:i: '~~J~. ~ +Yvr,. f ~ ~ivuj °f ' • U T • , / ~t :;ia; 1 i 'i :r~ w. Y Q ; / ` ~ - { , ~ _ ~ R~. M ~ a o g po 0 ~Y t!`II ?I ~ ~ ~ ~ aaa ~~a a~E III, ' ~ 1 , i "I J.C~fY - SARSfaCIGR1' TU ~ ~ ~ O ~OVEQ R)R 06YI1NDFR NMfaC j U~1E Q Des as ~ 0 oNx ac o . REVIEWED sr nn ~ U ~/Elc ~ ~O F,RE PROT~crION ~ t~ ~nwc?+ t~Nacet; DESIGN DIRECI'aR B o > U p~p ~ ~ V ~ W ~ I z z ~ g ~ a J w ~ ~ O ~ ~ ~ Q X z ~ ~ 0 ~ ; u~ 4» W f 6 Q ~ © ~ Na v ~ i~ V fi w ~ . ~ o~ ~ ~ n CC m° m ~ w" ~ ~ . ~ ~ ~ o o ~ ~ A \ o0 4 .H~~ ~ ~ Q o ~ ° , oo is b 1~~~ ~ ~ g S cooe lo, No. eoos3 slz~ o m scan: D MAXfttO NO. ~ . .JOB ORDER NO, ~Q ~rO000p SPEC. NO. ,a q ~ Q CONSTR. CONTR. ND. a o~ too' a a, NavFac oRawwc No. f'~ SNEEi OF ~ f 1 ~ oa~wrn~ eonseatr;