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Cripe Architects/Street 3939 Morey Way South ■M Drive Suite 400 1 Indianapolis IN 46240 milsara 317 844 6777 FAX 317 706 6464 Architects Engineers wW W crape biz sit by I) qv MY OWNER E� CHANGE ORDER ARCHITECT CONTRACTOR FIELD OTHER PROJECT CHANGE ORDER NO 003 East Salt Facility and Storage Expansion IOoth and Gray 3400 West 131 Street DATE OF ISSUANCE 10/20/09 Carmel IN 46032 CONTRACT FOR General Construction OWNER City of Carmel CONTRACT DATE 10/17/08 3400 West 131 Street Carmel IN 46032 ARCHITECT 5 PROJECT NO 0990488 10700 ARCHITECT Cnpe Architects Engineers TO CONTRACTOR 3939 Pnonty Way South Dnve Suite 400 MacDougall Pierce Constriction Inc Indianapolis IN 46240 12720 Ford Dnve Fishers IN 46038 The Contract is changed as follows 1 Add protective sealer to intenor concrete walls (PR #019) 3 303 00 2 Change parking lot stone border from #53 to #8 stone (PR #020) B9 00 3 Add geo fabnc and rip rap to channel (°R #021) 2 551 00 4 Add asphalt to portion of and remove stone to portion of dnve line (PR #022 R1) (9 978 00) TOTAL ADD TO CONTRACT (4 035 00) Not valid until signed by Owner Architect and Contractor The onginal Contract Sum was 1 362 333 00 Net change by previously authonzed Change Orders (106 779 00) The Contract Sum pnor to this Change Order was 1 255 554 00 The Contract Sum will be decreased by this Change Order in the amount of (4 035 00) The new Contract Sum including this Change Order will be 1 251 519 00 The Contract Time will be changed by (0) days The date of Substantial Completion as of the date of this Change Order therefore is 10/04/09 O% 1119M9B04080070Odce lrch1CA10O 003 doe 1 OWNER S TECHNICAL REP CONTRACTOR OWNER Cnpe Architects Engineers MacDougall Pierce Construction Inc City of Carmel Address Address Address 3939 Pnonty Way Suite 400 12720 Ford Dnve One Civic Square Indianapolis IN 46240 Fishers IN 46038 S. Carmel IN 46032 By Chad Schaeffer By ;4 nt ion By Ats_ es Brainard Sin /Ari D s Sign arktit....„0 Date /O 3 -o'l1q D• a 1.+1 10el Date Pr 0 OWNER OWNER OWNER City of Carmel City of Carmel Cit or Carmel Address Address Address One Civic Square One Civic Square One Civic Square Carmel IN 40032 Carmel IN 46032 Carmel IN 46032 By Ma Ann Burke A By Lo Watson By It Ian Cordr• Al 1 Slg Sign p Sign Date /f— Date r1r010/ Date 011990 1990g901107DD1d0esWrcli CAlCa 003 doe 2 I� MacDougall Pierce October 7 2009 C O N S T R U C T I O N I N C Cnpe Architects Engineers 3939 Priority Way South Drive Suite 400 Indianapolis IN 46240 Attn Chad Schaeffer Re Carmel Salt Barn Storal,e Building Addition Dear Child The following pricing for Proposal Request if 020 to chringe stone bolder from 53 to 8 stone is submitted for your consideration Just Dig It( material) 80 00 Subtotal 80 00 MPCI OH &P 10 8 00 Subtotal 88 00 Bond 00817788 100 Total PR 020 Add 89 00 Let us know if you need any other information Sincerely uo l i a �dr it Project Manager Cc Field File Enclosure Approved Yes No Authorized by Date Name I isle Approval of this Proposal Request authorizes the work to be done at the above prict A change order will be issued at a later date 12720 Ford Dnve Fishers 1N 460382893 3175966371 Fax 3175966381 Just Dig It E•cgis ating, Inc PO Box 382 Whitestow n, IN 46075 (317) 769 -3585 September 28 2009 Salt Barn Carmel Indiana Item #1 Rinse soil level on either side of drive by 2 inches x 5 foot includes re seeding Add 52,800 00 Item 2 Rin Ran Chlnnel Excavate ramose soil install geo fabric and rip rap stone to depth of 10 inches Add 52,300 00 Item #3 Stone change Install 8 stone instead€! .r stone at rear of budding between parking lot and building Add S80 00 per truck Toad (estim ite one Item #4 T& M Preparation at Storage Bins Truck per hour 80 Iloe Operator at common wage 48 This is an estimate good for 10 days from date above If any corrections need to be made or a change order must be issued price increase mai folio« from bid Proposal does not include engineering staking layouts soil testing connection fees inspection fees pennitb and abnormal dewatenna Contractor not responsible for existing soil condition or environmental conditions Just Dig It Excavating may add a fuel surch'trge as off road fuel prices increase for those projects delayed more than 30 days besand projected start dates Thank you for the invitation to bid Just Dig It Excavating Inc Henry Miller Jr Operations Manager Speci tiring In Resident! tl Commercial ENcat ation Fax (317) 7694079 Brent Houston From Chad Schaeffer [cschaeffer ©crape biz] Sent Thursday October 01 2009 1 40 PM To Brent Houston Subject Carmel Salt Pricing /Front Entrance/West Stone Edge Brent Can you tell me the status of the pricing for the drive lane and the storage bins Also what is the status of the scheduled work for the entrance drive At the last progress meeting I indicated that the two toot section of stone at the west edge of the parking lot needs to be #8 stone in lieu of #53 Just wanted to make sure you have that covered I told Henry when I was there as well thanks Chad Schaeffer Sr Design Associate Cnpe Architects Engineers 3939 Pnonty Way South Dnve Suite 400 Indianapolis Indiana 46240 direct line and direct tax 317 706 6352 email cschaeffer @cnoe biz website www crioe biz 1 0 MacDougall Pierce October 7 2009 C O N S T P U C T I O N I N C Cripe Architects Engineers 3939 Priority Way South Drive Suite 400 Indianapolis IN 46240 Attn Chad Schaeffer Re Carmel Salt Barn Storage Building Addition Dear Chid The following pncing for Proposal Request F 019 prep and seal interior surface of concrete walls with Baracade Silane 100 is submitted for your consideration Alexander material labor) S 2.978 00 Subtotal 2 978 00 MPCI OH &P 10 298 00 Subtotal 3 276 00 Bond 00817788 27 00 Total PR 019 Add .3 30.) 00 Let us know if you need any other information Sincerely 2 ,r440, i II hi hi oust h i Project Manager Cc Field File Enclosure Approved Yes No Authorized by Date Name Title Appro%al of this Proposal Request authorizes the work to be done at the above price A change order will be issued at a later date 12720 Ford Drive Fishers IN 460382893 3175966371 Fax 3175966381 Brent Houston From Dan Alexander (dapaint @gmad com] Sent Tuesday October 06 2009 11 44 AM To Brent Houston Subject Salt Barn Concrete Sealer Prep and seal interior concrete walls with silane sealer 2 978 00 1 o -rf:: e'2._ L_ �..'nllu l�:J w ,u Y ....�H'' v �i :.lL k l r C 1 Ft -1, 1 y •t r r °'T.; it r t'+x s tiS t� "y55 F E) 2, r�,c •F "w 4 ZJ r.�,.� f y i I, t ii� t; i 4 i fI S ARA CA D E SINEt100 ii LA yam w 91 4 1 T d n 4. A v teY '2.9- 4 S .,.a s+r144 h' N. r r s. t 5 H PERFORMANCE y REPELLENT 1 s t r i d, v t ..,f.. L.: 117..)'.1 4 r •t.r i DE SCRIPTION ∎Fr't t 4 BARACADE SILANE aoo is a b reathable ready to use colorless non yellowing deep penetrating concrete and masonry water repellent BARACADE SILANE 100 is a 100% sllane formulation which can produce a f;~ k,' h dro hooictreatmenttoreducewaterabsorption The product protects concrete block stone and brick against f the damaging effects of water intrusion deicing chemicals freeze thaw exposure and airborne contaminants °i rk r such as acid ram smog and Industrial fumes Due to the 100% sllane composition BARACADE SILANE 100 11 'a exhibits low volatility and higher coverage rates than solvent based sllane materials m 44 R IM A RY AP PL ICA T16 NS;• m w r k P egg Sidewa Pa king decks l all_ Ramps Bridge decks ,i O 0 a `FE /LENEFIT'S *it in a "i� ,10 Reduces water absorption Protects against air bome contaminants such as acid rain d 0 c rr ,t Material Pro Protects concrete against the damaging efrects of water intrusion and deicing chemicals .o NCHRP 244 Senes II R eduction o� water ,;ID r,t Properties 75 F (24 C) Flash point min 145 F (63 C) absorption +4 4, Slane 00 Days m water 4' i z Weight/gal 7 6 Ibs/gal 1 day 7 fin VOC content <250 WI_ WI_ 3 days 89 i Resistance to UV excellent C hionde penetration 91 i, ".,4-%*, Al Abrasion resistance excellent Reduction k A Average depth of penetration 5 mm (0 2 in) -iiK it BARACADE SILANE 100 is packaged in 5 gal (18 9 L) pails and 55 gal (208 L) drums s F 't t• ,:SHELF LIFE a S 2 years in original unopened package t� Y n ,COVERAGE', i B ecause of vanations in surface density the following 4 Surface type ft2/gal (m /L) per coat coverage rates are approximate and are intended for ti 1 ti(' Smooth Concrete 200 to 350 (4 91 to 859) estimating purposes only Use test applications on Exposed Aggregate 225 to 375 (5 52 to 9 20) actual suraces to accurately determine coverage rates Decks/Ramps DI[ECTIONSiFOR 200 to 300 (4 91 to 7 36) Extremely porous surfaces may require two coats of F BARACADE SILANE 100 c e- U r Surface Preparation Cure new concrete 28 days before application Surface must be clean dry open �t, capillary structurally sound free of curing or form release compounds and other contaminants that will prevent t y the proper penetration of product Prior to application joints and moving cracks must be properly sealed with y 3 an elastomenc joint sealant Non moving cracks and voids wider than 1/64 inch (0 4 mm) must be filled with a t� ,y suitable patching material Do not apply product to a wet surface Surfaces must dry a minimum of 24 hours t following ram or exposure to other sources of moisture Install caulking before product application Mask or r protect adjacent surfaces including grass plants shrubs glass autos and asphalt from overspray or drips 4' F s For surfaces that have had poor coatings or treatments contact your local Euclid Chemical representative for R 2 fl�+`fl' recommendations 4 �4 ILO The Euclid Chemical Company E I II D 19218 Redwood Rd Cleveland OH 44110 An Company M Phone [218] 531 9222 Toll free [800] 321 7628 Fax [216] 531 9596 wwweuchdchemical tom a a ic`: v r!.. Rd,_ i iii r �7�� 'r L I i I i�'il ,t} 1V... e r 41F.x r r y .v.. i S 'S r X a i .:1. t .4. f .1' h, a c #n., t 6 'i.r ;::.,15 -M-Li Application Use low pressure airless spray equipment with solvent resistant hose and gaskets Garden type l PP P P Y 9 YPe sprayers may be appropnate for smaller projects Brushes and rollers on large projects may not achieve a a e uniform coverage rate Apply BARACADE SILANE 100 in a single application to the horizontal surface with i >r i A s enough material to saturate the surface Remove excess material with a broom or squeegee If a second coat is required it should be applied wet on wet before first coat does f� i 1 CLEAN UP' 3� 1 C lean tools and equipment with alcohol mineral spints or similar solvent immediately following use Clean drips and 0 h y r over spray while still wet Clean glass and other non absorbent materials soon after application r h a t w in ri L._ `i Store at temperatures below 90 F (32 C) 11r a y BARACADE SILANE 100 is a DOT combustible liquid Avoid fire open flame and sparks .1 11 Do not dilute R S j Do not allow to puddle All product should penetrate the substrate with no surface build up q� Do not apply to a frost filled surface or when the temperature Is below 3 F (0 C) Do not apply if ram is expected within 12 hou s Not intended for use on below grade applications or applications where hydrostatic pressures exist May a not be effective on certain types of limestone or marble Test application is always recommended to confirm r performance and appearance Use In a well ventilated area +F In all cases consult the Matenal Safety Data Sheet before use j9. ti lt7....S: .t4 nth (3 L Y Y i d N 4•4',/i !'t A 1 r 1:: fd NI r a l i WARRANT.' The E cid Chomcal Carmaiy rEuelo l solely emml/ waeamnu is pm-eke), anal oe lne ram on en in m -Wagon %arena ap:acne(1) year Iran Veda Inn Rae Urdu aulhamm n wrap by an of ear of Euas m olhe r prrenamns at amements it by EucW c s op own i ea n toting or ea i ahaI al e N s warranty EUCLID M1 MIS NO VARMNTI IMPUED OR O WRMSE ASTOWE MrRCPAMABRRY OR mm SSFORORDPURY OR PARTICULAR PURPOSES OF TTSPROWCTSANDJnsJDSTH I a _flu product ndammn o m aurae artery cued 1 pI.ce no o od naW c s to Buya Repia Imo atany panto sham the soleand =Yuen) erred, aal-b1 and buyer all hart no dam for srwmdo cauar nmi damages My war only clan must Osman want one (1) ye. Iron' the date d the clamed mach Fi bd does nal a bonze ions on its bdWl tnmWe any Anne aaI mammal sah em an /way liter s dads nstaltakii nlamaronarstn Was tap *duct Itemare am aa packaging labels M Installation ol E the polo's whin fats to adorn a os uch brWaal edam toner teat cans WWI void uaa n only P m nderaavaoma deny am done b Rwa.N pu pore only ei m not asweawananyc enemy a non of an Ned B ye shell be Wldyerpermd radae M sumbl y 1 ads P mum ardn&ya a orated Wino= 's i lion r ru.,t.+1i1 I r�i r u A i'l�i a 1 9tr /ti ara Y +)'4 4 41 fi %c i_, 7 F C :0; twatt i1�S `i s ;,'i i"n�" 1• Illft .34 olo MacDougall Pierce October72009 CONSTRUCTION INC Crape Architects R Engineers 3939 Priority Way South Drive Suitt 400 Indianapolis IN 46240 Attn Chad Sch ta,ffet Re Carmel Salt Barn Storage Building Addition Dear Chad The following pricing for Proposal Request R 021 to add geo Fibr is and rip rap to channel is submitted for your consideration Just Dig It( material 8 labor) S 2 300 00 Subtotal 2 300 00 MPCI OHB.P 10 230 00 Subtotal 2 330 00 Bond 00817788 2100 Total PR 021 Add 2 531 00 Let us knoll it you need any other information Sincerely "APP.. :re E HPP, ton Project Manager Cc Field Pile Enclosure Approved Yes No Authorized by Date Name Title Approval of this Proposal Request authorizes the work to be done at the lbove price A change order will be issued at a later date 12720 Ford Drive Fishers IN 460382893 3175966371 Fax 317 59663 81 Just Dig It Elm ating, Eno PO Box 382 Whitestossn, IN 46075 (317) 769 -3585 September 28 2009 Salt Barn Carmel Indiana Item #1 Raise soil les el on either side of drive by 2 inches x 5 foot includes re seeding drl Item 2 Rio Rqp Ch innel Excavate remove soil install geo fabric and rip rap stone to depth ol`l nches Add 32,300 00 Item #3 Stone change I sta07t &stone instead of N 53 clone airear -nf building b veep parking lot and building Add S80 00 per truck load (estimate one) Item #-I T& M Preparation at Storage Bins Truck per hour 80 Hoe 8) Operator at common wage 48 This is an estimate good for 10 days from date above If any corrections need to be made or a change order must be issued price increase may follow from bid Proposal does not include engineenng staking layouts soil testine connection fees inspection fees permits and eibnormal dessatering_ Contractor not responsible for existing soil condition or environmental conditions Just Dig It Excavating ma% add a fuel surcharge as off road fuel prices increase, for those projects delayed more than 30 days bevond projected stars dates Thank you for the imitation to bid Just Dig It Excavating Inc Henry Miller Jr Operations Manager Specializing In Residenhnl Commercril Excavation Fax (317) 769 -4079 MacDougall Pierce Gctob.t 10 2009 „at. Cripc Archuects Fn_mcers 19 9 I'nortn \3 uv South Dm e Suite 400 Indtntnpolts IN 46240 Atm Clnd Sch rc tier Rt. C vmcl S ilt 13 tan Stara_ 13tuldtn_ Addition DLitt Ch rd fhe follow in pilau tot Proposal Request 022 Itcw ',ion 1 to n.c we the drive lora n per ahc itt at is submitted for w our canonic' a I SBlm !tend 8labot) (S °07800 I otal PR 4 032 R I Dcouct (S 9 978 00 1 u us know if Lou n cc' awn oth_t 'Munn tuon Suicerch Alucl) a nil Co truction Inc rel 'M jt.0 Muni-Et C 1teld 1de Lnclostuc Approved 1 c. No Authnn[ -d b\ Dal Mimi Hie \pproval of this Proposal Request nuthon /es dm wort to nt. di no. 9i thc'hose pits A chim cadet will ht ',su d tt t hie Jute 117?0 Fad Drive Fishersr 46Q382893��1 Fa r3 17s5966381 TC f 1 a w' r r. w d. Zs 1 6 s y/� y 6 P c a n om S i. 4 i t I. 11��ING Inc Vo rd drys Bahamas at d La al La al ADDITIONAL WORK AUTHORIZATION To MacDouga' Pieme Consinicbon Phone Date 9/19/2009 Fax Joo No 2910 Prom Carmel Salt Facility Location 106th G a j Pd AtIn Brant Houston City Carrel IN The !olio n^a quoted prces we for addrhona! WWI tits, s no a par o• aJr angina) contract acope o nom. DESCPPT I1N Deduct 2 inches Di stone on 2 301 sq jos a stone dnve 3 (24 30h 00) Pav 525 sva a do re area (o stone 5 tnterme'liatc 1 sur 5 1J 326 00 Add 5 sq yds oi heavy duty paving at storage bins a i' 02- Ongnal :ontract 80 581 00 Change Orde 5 7 94' DO Change Order 2 (i 135 00) Change Order 9 raw S -(jam -Q IRev'sed Con'-acLAmt -7-5-9219-994- 1 741_2 e- E 'r✓ ADDITIONAL CHAPGE FOR THE ABOVE WORK IS S (8,161 00) Paymen win be made as rotlows PER CONTRACT Abu de Read6. ^ai wait to me penanred unde sa'n conditions es poem red in onginal cant act uMe_ orhervnse str2L le ed Date Owner or Contractor Signature (Authorized Representative) W_ har_od mg as is ru tabor and m€tena6 compleic m o pia }9 th bwo speclficahm s at the above .aci p E B Paving Inc Autnonzed Signature Date 09/19/09 Mark Jone0e Manager THIS IS ADDITIONAL WORK AUTHORIZATION NO 3 revised N ouA LR :mum P PRUNER 17042 h4dcletown Ave Nobtdsville TN d 6050 P1401.1 31777.i A 32 Fs 317773 .;7 W Ww ehpe ding corn ;y� #s�rswl; fi 't. �'n v "a =s 'n'��bl[n [rr�ryf_ :�,1[ -f RA�� �:C��'tG;`�CY_. �:r.Ti�� .aLy:'�. /+.ia�• ..4ra u..:iar�. ._..�'?4t,,.,':r: t ^,�a�r 'n:�k �r �.s— =3r-r�r.•: ..z�! ty-so 1.. ,.il..... foo MacDougall Pierce October72009 CONSTRUCTION INC Cripe Architects Fngineers 3939 Prints Way South Drive Suite 400 Indianapolis IN 46240 Attn Chad Schaeffer Re Carmel Salt Barn Storage Building Addition Dear Chad The following pricing for Proposal Request 022 to revise the drive lane as per the attachment is submitted for your consider-ition E &B( material& labor) 8 464 00 1 Total PR 022 Deduct 8 464 00 Let us know if you need any other information Sincerely M ie P I gall Pie ��nstr io' c_ j r, %v a ►�go i. 4 ston Project Manager Cc Field File Enclosure Approved Yes No Authorized by Date Nime Title Approval of this Proposal Request authorizes the wort to be done 'it the above price A change order will be issued at a later date 12720 Ford Drive Fishers 1N 460382893 3175966371 Fax 3175966381 r I I ir,' F E &B PAVING.Inc 1 ll' rs Col mr Tr/ La( JIT ritl ADDITIONAL WORK AUTHORIZATION r l 1 "Hi 1 1 L,Ilur Plena Oats 9 +192009 Fax Jon No 2J1O PrC1JCCL Carmel Salt FactlILy Locaoon 106t1 r4 Gray Po 1 u n1 City Carmel IN r c- 1. hit a Jr i v or r Fa r= no par' of ocr (noural conlrart acc0It o, WO R I L II I I I n 1 'U 1 rr vdc or Stan- Ont. 5 (21 304 00) I in (Jn.. r Intermedl, L surface) I, 326 00 +r I n'1 11 =in I in 1 514 00 11 f III I fi I 00 I 1 1 I I I 1 11 13: 00) I 1 1 13 C0+ 1 1 1 L I I +5 Orr +10 Oi11 I ION AL C n 4PGE FOR THE ABOVE WORK IS (646400) I n +dl h rn 1' tolls is PER CONTRACT L f ILir J u11 c1 me co c 111 n 1s .,7oatleu in or final corlra• unles_ other, e s ioul 0 rrrr or Contractor Signature (Au "prized Pcores- nlativo) I 1 m complete r _ccor aneS nc boJo specifluabana 1 the move s q6 I pgcP r 1 1 Lr1 Inc inthcr+__ 1 Slgrtn the /w 7 Date 03110109 Ma k Jane= htanag,.r r III Iq ADD) 1IONAL WORK AUTHORIZATION NO J 3revi'ed E L OI RIJIII V EI C f1 17C r I111r11 r Lv Noalas rifle IN 1 6O5O I 4177K 112 .•177'3 4137 W W% G ]piving corll a a w::a ..Y7 Errlll 1IOa_1r n 1 1 I i &Ifo Ir,chaefte Ccrlpe biz] 111 r iir 11, ae tjnh-r 17 2009345 PM I r n, nuu,LDn 1 t r, Dot C ih° 11 1 owls Hufrrnan David ",it 1 t rn1 I Salt in ng., Orcler,Proposal Requesr (Drvie Lane) 1 1111 II 1 r 1 n, No t 1 09 odr 1 1 I 1 1r 1 1 '11 i h IIiVF Ion? Tr le awe lone rronr the Fn,rL rl _.c FO,V4 rc r11' ion n 111 1 1 11 W 4v11 lu lurIi P ovide credit for all wok rerlairu 111x1 has 1 1 1 I 1 Rt. 1 1 11 111 11 Cr-Id to nen pavement elevations Please lei rn= k low it you' 1 1 1 111 11 1 n, 1 1111 1 Lr 111] rt 1 Inn] 11 1 `S 1 1 11 1 1 1 J 1 r Jr1 r PM it t Jt ti 1 11 i ,1 1 111 Oft er /P, m al Pcquest. (Drvie Lane) 1 11 iD n11 Ihr at Jr ic drive work Nor1 o, the 3ui dir u I 1 11, li l i ,i n J r nvhhinr elsc 111 Cnr 1 1111 iI Flu in 1 1 ,1 11 111 1,1 1 I 1 1 1 1 1 1 1 1 r 1 111,i1] 1 1 1 11 1 1, 11 11 11 11 1111 1 1 ,J IC 1 7 Pivl To 1 III suh1t c 1 I lit 1 t 1 irn., t. rn_r'Prono al Request (Divte Lane) 1 1 II 1111 tI F 19111 I I 1 111111 11 l i I I J III 11 111 I,1 11 11 1 111 IC 67 Am Tt 111 111 11 t1 11 111 1011 c t I t I I 11111111 1 f 111 htlfc GnrbD Sulu t I 1 .11 1 nq ado Propo 111 request. (Drvie Lane) 1 I I i tt I p I- 1 1l ,-1 putt in- 1 Jt 'he drive lane plea I °i me hr low it you I ici a iy I i �I11 !r lilt Cr1C111 1 fitm I 1 I ti 111 1Iw1 1 1 1 II 1 In 'OJ IuPPl ID 11 11 1 if I 1 I 11 1 11 11 11 11 fi .'d Hite Grubb 51111) t 1 111 11 111 1 11 ,11,-r °.Jpa.AcII PequLtit 1 it 1 of 1'1 to 1 1Lnv- 1 le storaut. Pudding addle ion iron. Inc conlrCli,1 TI1, I 1 1 ul„ 111 1 u1" V.? W1111101 b7., tatting creep for FP s 609 01 1 0 We will 1 I 1 11- I"'IJL1 bin ht ct 11110 tl,e project which we will ISSut drawings for r °VIE v 1 1 1 1 1 1 11 t l I I 1 1 Iant- fnm t lc enianc° POW to the parking In' Th drive 1 1 1 1 t IL r1 0 i s'i -I C20^ 1. -eping the suo grrde at Currc ii °Icvutlori 111e 1 I ni I 111 111 111 Pie 10l 01 c dy front approxi nately the north euge o1 th hullclirr Io thy 1 1 1 1 i d i Ault lin_, 11 the entra ict. POW will be 10 binder oily i 1t r hu cI I n11ut r1 1 111 1 111 111 1 1 1 1 11 11 1 1 1 1 1 11 1 1 1 1 11 1 1 rii 7 a P c4T aN 2 i \f, 0 g 4' tie ix I 9£6L r ln. 9 II er m� L0 061 m \Nil s A t ate --T -1' r 1 I Y: Z v I 4 i a 1 fN ti �f n Y t- ,i I is i Z La y e 7 ...YYY� -47 Y CI 0 Yti N R 7 +ta il[ SI O�' 1 q J 1 n 1 e f S. 1>.. O 54 F ca te ,c.,; s. 1. y� 9 t 1 IN r�Tezo F Y ti i r k 1 /f I. Y a. r Iii '1 ''''����pp yr� Y 7 1 1 1 N is v* *a y uE 1 3 1 +F 1 I Ar iR 1 _24.- r y c. 1 i L, jt 4 .7... r r NI N I 1 OZ 29 L01. 97 0