Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Browse
Search
Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632 | Phone:
(970) 400-4225
| Fax: (970) 336-7233 | Email:
egesick@weld.gov
| Official: Esther Gesick -
Clerk to the Board
Privacy Statement and Disclaimer
|
Accessibility and ADA Information
|
Social Media Commenting Policy
Home
My WebLink
About
770793.tiff
n F'' • . '-'4"l5 1m C,'71.:` ' b "i; x -...-'--41`sag '"� i jJ `fi� t { eel $" a . ' ri"' yt„ Xsy r Y . y ll } I WELD COUNTY CENTENNIAL 1p CENTER - PHASE II r 10TH AVENUE AT 9TH STREET, GREELEY, COLORADO r > �� P R O J E C T REPORT ? Zo o� r d Z Don a g o JANUARY 31. 1977 I at 2) tr.; r v UM z Inr-(D W O 0 ... ... W Z W ... : :. to W .. . EIgFQRMAN CBI a € 770793 o I 7 7 PROJECT 1 WELD COUNTY CENTENNIAL CENTER PHASE II Greeley, Colorado OWNER 7 BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO Ms. June K. Steinmark Commissioner Mr. Ed Dunbar Commissioner Mr. Leonard Roe Commissioner 1 Mr. Victor L. Jacobucci Commissioner Mr. P. Norman Carlson Commissioner Mr. Barton A. Buss Director Management 1 and Budget ARCHITECT/ENGINEER CNC/NHPQ, Inc. Mr. Robert J. Shreve Principal in Charge 1 Mr. Loren F. Bley Project Architect J Mr. Gene F. Evenson Structural Engineer Mr. David Towne Electrical Engineer 1 Mr. Jere C. Hamilton Mechanical Engineer Mr. Paul W. Lundquist Specifications I CONSTRUCTION MANAGER HENSEL PHELPS CONSTRUCTION CO. 1 Mr. Henry Baker General Superintendent Mr. Michael P. Stark Project Engineer ..1 Mr. Richard K. Humphries Project Coordinator Mr. Darwin L. Guinn Area Manager Mr. Jerry G. Pope Vice President, .-1 Manager Special Projects 1 7 7 7 7 1'O 7 !s' HENSEL PHELPS CONSTRUCTION COMPANY January 20, 1977 To: Mr. Barton A. Buss, Director of Management & Budget Ms. June K. Steinmark, Commissioner Chairman Mr. Ed Dunbar, Commissioner Mr. Leonard Roe, Commissioner Mr. Victor L. Jacobucci, Commissioner Mr. P. Norman Carlson, Commissioner Mr. Loren Bley, CNC/NHPQ Mr. Bob Shreve, CNC/NHPQ Mr. Neal Carpenter, CNC/NHPQ Mr. Don Bower, Sheriff Mr. Richard Shockley, Undersheriff Subject: Weld County Centennial Center Phase II Greeley, Colorado Gentlemen: You are invited to attend a dinner orientation meeting for the above referenced project. The purpose of this meeting is to discuss the following concepts: 1. Project history. 2. Hensel Phelps Construction Co. operations. 3. Design and function. 4. Budget. 5. Schedule. 6. Move-in coordination. 7. Phase III development. The dinner meeting will be held Monday, January 31, 1977 at 6:00 p.m. , at the American Legion, 2008 - 54th Avenue, Greeley, Colorado. After dinner, we will meet at CNC/NHPQ's office, which is next door, for our orientation meeting. Please respond to Leatha Bessinger, phone: 352-6565, if you will be in attendance. We hope you can make it. Very truly yours, SEL PHELPS CONSTRUCTION CO. ry G. ope r e Vice President, Manager Special Projects. lab 17653 cc: J.G.P. R.K.H. H.B. M.S. J.A. G R E E L E Y , COLORADO 6 0 6 3 1 ``A w i i POST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 303 352-6555 t.. .J, r A WELD COUNTY CENTENNIAL CENTER PHASE II DESIGN / CONSTRUCTION MEETING JANUARY 31, 1977 6:00 P.M. I. Dinner - American Legion - Ebony Room 2008 54th Avenue, Greeley 7:15 P.M. II. Break - To reconvene at the offices of CNC/NHPQ., 2021 Clubhouse Drive Greeley 7:30 P.M. III. Program 1. Introduction - Jerry Pope 2. Design - Bob Shreve/Loren Bley 3. Construction - Jerry Pope/Hank Baker 8:30 P.M. IV. Adjourn ti- , 33 ' -tom HENSEL PHELPS CONSTRUCTION COMPANY January 26, 1977 Board of County Commissioners, Weld County Colorado 915 Tenth Street Greeley, Colorado Attention Mr. Barton A. Buss, Director of Management & Budget Subject: Weld County Centennial Center Phase II Greeley, Colorado Bid Package No. 4 Serial Letter No. 41 Gentlemen: At 10:00 a.m. on January 25, 1977, we received and opened, on behalf of Weld County, bids for Bid Package No. 4 with the following results. All Sales Tax and any exclus- ions have been added for equal comparisons: 1C,5/ Op /. . IV-A, Exterior & Interior Masonry, Hensel Phelps Construc- tion Co. - $294,950.00 IV-B, Lightweight Insulative Roof Fill, American Cellular, Inc. 21,500.00 IV-C, Built-up Roofing & General Sheet Metal, United Materials 29,367.00 IV-D, Hollow Metal Doors & Frames, W. Ray Crabb, Inc. - - - 18,544.00 IV-E, Finish Hardware, Denver Hardware Co. 8,296.00 IV—F, Conveying Systems, Montgomery Elevator 56,600.00 IV-G, Metal Security Windows, American Building Supply - - - 23,697.00 IV—H, Glass Skylights, Naturalite, Inc. 1,354.00 IV-J, Detention, Equipment, Furnishings and selected Hardware, Folger Adams - -- - - - - 213,340.00 TOTAL $667,648.00 Due to an incomplete proposal, the low bid for Item IV-C, Built-up Roofing and General Sheet Metal, was rejected. The second lowest bid was accepted. On Item IV-I, Section- al Overhead Door, only one proposal was submitted and it was incomplete. Therefore, the only bid on this item was rejected and the Sectional Overhead door will be rebid with Bid Package No. 5. All of the above quotations were analyzed individually to determine intent, complete- ness of scope and continuity between Phase I and Phase II. The aggregate total of the low bids for these items, if accepted, would be $667,648.00. Our budget estimate GREELEY COLORADO 6 O 6 3 YA /\ ` or PO`.T OFIC C. (10% 0 OF pICE AND \NAREHOUH H !.E AT A20 I%T AVENUE AFlFA CODE 'Jon 35: • J HENSEL PHELPS CONSTRUCTION COMPANY Board of Weld County Commissioners January 26, 1977 Page 2 for the work covered by these items was $692,888.00 resulting in a cost underrun of $25,240.00 for Bid Package No. 4. Added to the accumulative savings through Bid Package No. 3 of $20,411.00, this gives a total-to-date budget underrun, or cost savings of $45,651.00. We recommend that the above bids be accepted and that contracts be issued to each of the bidders. If you have any questions regarding this information, please contact us at once. Very truly yours, HENSEL PHELPS CONSTRUCTION CO. ILA:CALI P . Michael P. Stark Project Engineer lab 17653.1 G R E E L E Y , COLORADO B0631 tc ro T nrcicr nox O nCFI rc ANn wnuer.nW;c AT nPO ix1H nveNur AREA corer: eaa • I f i ,,.___�_.�_..- - l- . i_.. - i. -. r - •,T4. 1 . 1 �_._�...._ ' --- .-....-. .- .__ . . ._ . ..:—... _._ _ .. . . .• r - __ i 1 - I p �-,' I I ,• I I 1 I ! I i� 1 1 -.._..1---1- .•f. — __ f ---- __ ..--I-.-i•-•° 4 ' 1.1'1---6'. .4- J.N.4....ini.0 in .1:i v .... 0,._ ir••Cn"- N 47'...0N-_.O' r-s.-'-'O•-'--'-'-r%,----•r I -• I t---- - •- i-- - ---4 .--- d .._ O W; - r1. CR_N. .0O:..ti0; ir _ —I -I _ __ — _.� 1• iri f �^ ; I___.�_ i;cu 1 t to�! �� , 1-----�-� -_ -- ' I + +• +i .+' +1 + I + i +• +1 1 I 11 1 P"' I I I C i i .1 a 1.1.40,____4___!Di 0 _ I I I I H I i. . • O. I ; i I • I! • i+l •E ___ :.- all—.tr7 37 GYs%' ... 0;_ y�—r_ — _._—..,.._ JQ.11 �• cit_..,tt ,Qc, 'O w01- rl 4--—�—.-1 I— --t— -- r c a,I ii__2._u_ _I'+ 0 H.o_u aI' I 1 p w Pa r1 ."40.) al ! a� OC.,4•Cr-- •• 41 1 i C'.I I II—Wig-0-4 g "-� I of 1 I E • xi C.,11 IIa A ao; xi i Iii ! I 1 0 I �0 01 I.. .t tits o: r` . I cc J U o1 .C 4 o.- o +-vim— , a rl in I C) it (.% ..,_. .12_,____.%0_, r, I W 'I CO!, I I 1 w: A ., •I • w • Cc ODi a; h. VI -II ei a. a .I alO1 a14 I I 1 1 A I I I ' I14 1 1 I 1 I I �� 4 F� I ( # I j i- I pi 7 ` J l i l i I A I I Q I I I I w ' co Q M _ I :1 � ( - I ° d 1 I 0 � , I a 3 i _I ar , 0. . col %0 'r,, 01 N O er1 a ii QI ++ o r1! CO1 CO, o.r Q, r-; if" — a •1 11 1 1 10 ea tic, Nil r-I O N I I 1. art in cd di, ail r'1 LHJii C7/ CV el Ic. lI 1 LI' Co N r-i r.I I- , MEI 2 I a II--_ ---,I i 7 - r.4 a U r4 PV R ' 1 P4a:;II r•I U: H 2 ca0Q QOQ 4-11 A H +.11 0, I j H I .�. PG '81 O to, 'b al r y+ a o f 3. D+ O I of it 1 a+ NI rcl 0 CO b U) NI `.. i 1 a o -1 �a Z M I en ° a I �! wl a3 I; 3 41 >,i .- U i- 4. 1 $4 'P 9-11 0 CO 1 F.I P CO • d i 1 U CO 0I 0 -Hi o Wi '� o ' O+, I F ZS H 01 W, W U Co - -- --- H ' I u f . W I W . 1 CO U A Cs)! w c. aY I 4i_ �I 0 f u I I I 1 11 1 I I I' ll I i a , 0. 0. 9i i #__ - L_ L L'J 1-i_H H l H 41 H �_1_ _.. T:±: JP ! - �- - t i I ' 1 � - \\--I:" ,-I d! �7 t- - O s0: .0I I • • O i • 1I A,iWI . ' Ill 1-1111-1 O H ru .1` II I . I-1I0 Ili g I _ I .6...._ �� O i O w1 U ; N. 1 i ! N - T f f I x I I 11 i i l! sa k B t 1 III 1 J1 } , !• ! 1 4I L o, ! I , I o II I w • vIliiii i !. el•. i ,, � � ,IAi . I ! f !; aNit I Si } - Cr- f; ! ; ; v{ \, illji _A. , r, f: u N of m, I U) i! =IW ! N i! t --4I I + a pI " i `• i I ! ! ,�.�i I c0 ro; coj o�D a U r-I r ..� m 1 Z ,� U a �+' 3. rA u a a 14 O U p, o , ro 14 �,i u' of .i . ! H c� (NI +%1 • i Ei O 01 w, L! OI r-1 al • ,-r' 1 H .4 o �: ' • >•.! PO a. i ro, 0 07! a.1! c/I 01 al 4-1 U O C '' al al H �+ : i ¢ i WI G7 r-1, O1 r- N .'3i L1 ro �! rr ll ; G u �! fs.f ell >wi �! U I I' of• •.i 0! f-+i 1-• Ai i r-1 r 1 .-� r-1 K7 ro 01i !j 1>a1 i • Ol 14! di -HIJCI r1 r1 C x3 =! 1:i H O: Csi 4-1 ' U) cA ro ro Id., 1. a o a I al; j� d 1 � o+ r� of 11a a II 3 ; a1 I cd; a"i' 0 of v,t of o N' 'Al a • "C ° • ;f U i f II cc11 — U W aC E+ 4, 1.4 U m a s W I 7 i 4.o i1 riD fD Ufi a) W y cnl fn; Ol v. ya W as GI = !I G; i !' �: 011 Ol N 4); Ol° N. Ol a D5 rao Ii --_____:1._ 1 . C ₹ I T .. . r ." __ - .. .. . ..._. _I fi. 1--- , ..,w �� } h I - - !_ I_ Q ! ! Z z x ,� _ .�' w i } } } c —0- In O. 14 :\S - • c., : 1 I-4 . O1 N I J ` wi N pl i I .1! v N I • !! D I i sI14: ! E eg _ J ba o °i v , I , „ � of Q mt .O*i i. LIJ Q Wr N C.4 \ \ ilk - u. ill"-1---h-----0--• P---_ G Pi i; 0 E I i I Er 3 ► — 0 CO NI " U ' U W EMI . . - - _ N U Z I I - • E 0 0j O R. I , a, P° a y `0 Nca I i 4J Q 1-4 I w i En ,-4 m 0.1 Lci O, O U Idi I d CO; co pM3i sot �i 0 W 0 ail .ai O as 3 a CCa Xco N CU.4 ._.F $4 uca W -, T P. �' - u U) 03 U) 4z cr 0)..... a- I v w >' >'I D+ >+ y+ -- ---._...._ .. - t I ' 1 ! __-, __ 111_ I"----•--------.�--�--; ._....._�_.._.�.__.._�.._. _. _._ .. . .. _ I €i I —t.�..� ---f._--- -1-- _�- F i -t— ! __ �_ _� , 1 �—_.f _—.�...._:�-- ._,�.Y _ -___.._.__ -_ _--. —T._��W __f:- —• L_Ii......_ _ r --i .4 .: , . . , (., ,.. ._ . !.; , , . , w I I -- - - I z f I ,, I 0i f m 1 1 ' M1 �j •� \\N i - ! w $' i CV'. 1 7 ai ��' G J! C I 1 t 1 i ---- pay � I � I } _ • �, I. ' I l i I I l i r Cr co • �oo en R I i am I;cot pt i ;t 1 i I ° nom+ J ). [ 44. CO; fh • P�4 j �p• i g-0,1\\:\ 1 I 4/ Q �, '+ p8qq 8 i v, \\ I , (pTet aiitTauao�.t oZ vnp Rd1Jvca�g) 7 `a D R w; i i t l o. C� '' ' '•4 °: f • I l O L ; 1 � I i I `° • io li c.)i tit j i — I I < Ii I I r I! r♦I s~ Ma li -HI ct �: �, E-I I' Z i W I �e' co .-i �'� > o ›, a ,i a 04 u H a .-C G .C V) H 0 NI o 4.+-'. 14, 0 "" a" A d r4 ulI a► �' l I O. ICI ' u .d t O -t I I I' 4 I; Ux d 1-i `e' 0 b :I -a, r 4 ; o0 j i N - .O O. m 1O a " 4)1 W a n 039 N N '4 l! ; 4 +'d 1 dJ Q PO - " W ! I w_ a . '� I a t o a a�i a�'i a a a ( I _ : - -- { { ' - - 1 HN - --- - �- -- ---- - --- - -- -- zo el u �� � o CTSb WI I I V - - I 1--- . z z m' I TT ei • p • s+! A 3 v� WW v e . Z / tiiI m! I I — q • II I , I j LN Ca I , P I I � 1_I k -4----H yI I FL III HI I III I �J�// >6I o et N Q •s1 � \ j I\ LL I x N f I o2 I I . '" UI u U I! P.U CO i ��I�� ■ i �I W i ii x'I I a a aa t0 G k.{1 41 III • ail 0 Fr.I N I P: Z O PI U Pa ; Ei� R .i� a 1 E N i 1T1�, u td Q J b II , C, H CO r-1`Li,; k i ..p . V O O O1 M b N 1 .--1M I PI P1 U .�a.1{ N N 3'', t+ w 6 v� i-1 03 m b ' U iJ II o._.- ----I o f m a CO 0 m CO • 1 . 1-a :I - - _ • I— ( i ' I I I ~l I L . in i I I _ 3 __e1.., t I\ 1 t _.7 ii o x C.3 ` : f : it I - ---- -�-J- [...1I-_ I . ! �� 1 I _— _� - i Cl) all • ti-I c . w b: . '- 1 1 II 3 a —°f 1 I i i It I i ! i Hof C \rN ' ' •1_ c { F 1 �� } LAY ,--i: H • I I I I I W I I I I i I ! Ii I I I i I . %O I-1Ch � wugi • i \\� I � ' I N • I I i 1 ,60 a) � I ,. : I i I ' I Ii i I � I S Q m! H i fa I o �i % w: d 0 rI f I 1) )� ch 0. : z al, 0): 1 c 11 RZI t CI I, ail I I 0 ' , Imo' ?\ �o I N T - :i p▪ - i U t0 ! fr] !I < II I _ - : Q1—, t 4 —�. ` E i n I U U Lii O4 H •-iI d ! to gel W o u to a Y •;i C ! M Z I 001 ' El A• H k HI I _ pG O I l0 i O i { 1 I o ! � a.+ Ei N � ' , ›+' CO i I o I to tn1 la as ; '� O l3' a I 'O u 11)• • • N t0 r-1 ;I �. o I L.' I ca i awi' > ,a �v ca a`°i UI0I I I �, � � 1-1 1.4 CO 14 H ' 'b I • 0 cn, v! .5t Na; 0 ' is, 0' G' � CI 1i m li d 0 O U IX4U .4-1 l] t!? d i l_ ._ f! v, w to 0 w to m m -•-I----•-! ! i • • • I - l• - -- •• • I •• - I • - ----- i' I ! i I t-.I j I i II i _._ - __ -L_.. _-._ _...i__. _. ._.. .t--_I-- . t - -i-z- - t- I i ! i I ti j ! 1 I i — w jD j j �---- A I 1 in w f ! I j I ji 'al 41 ! i • ii I ! J I ! I i , '� w; !, o I i ! i 11 i i 1 I IN';N‘ 1 :I W; V ' ! ! f I i I1..m.. IJJ t' a • A r:al c.) , huR11 , ., i 1 , il a. EC I 01 8 .._ , ,..t N.N ! il I \ O1 ._ I I! • o • aJ - - r t) p,, to �, 2 mi W t ,-1 Q 14 �7 .I " �aa ' r�i ' i COi o • ii c L3 o II �� II b :! p{ H o H k P. a�0 N' 1-4 id 'I I V! y a I H N I to VLS u : 0 i '10 .ri 41 I Ii ril Ts II °i H �; .tl = H I CI G! . 'b r: "I>ji 1 I 1 I WI 144 41 I W a 41 I °� 1fT H 41 ....._..-- ---L.. I . I . I ; i • -- - ---- I ------ ---1......: . .{ ... j . ._�_.-• I .. •_ . . • 1 •:. . .J .. t ... -. l -1---i----,-- ------__r___,_, ___,____..____1••_ ••_._, _ , :.! , !-T --____,___-.-- •---• -•i•-• • • ii -. i• I • • i .:_____ _.„ I • _:_____,.____:.. : , . . : • I . • . I 1 . • , . I , ! i . . • ; . ; . ( . , .. , i 1 • . . ... , • . ; • . i. , . . . 1 _ 4 . L i ..i. _._ _.4.............__.1_____ .... _ __ _ .rte _ i. . .. .r, i 1__ : i . ft- - - _.._1___ _.l_ - �_ _ �l j I �- 1 i GC 'i I I f ! I 1 W _� _! a I f •rte--T-rt- I z `I f ' I ! ' I - I �� I I p •l ... 11 ' I I x - j , ff� +� 4J1 i I I , H i M i I • ' 1 -I I ' j ILI �, 1 1 I I I I i M I:9; I V I I j I r I I j IN V -i 1 I � i t j i I J >, I I I I i i I I I • Q � I` _1 I 1 . i 1 r. i 1 I � ! : , I.4. L 4.1:),\ { i i �; t t -4 II I- 1 IN) ININ. cell. } u; .a; vi o � t �.. I 'l oc ' I N { ' I . I I I' c, Tt { , , H �� :I .. 1 1 I ; I HI Z D3 I 1111 c 1 r s 0 , ,0 tau F: I. a p p4 { r s y I Liii+ i t °I Z Fj 'U y�j i m a p El f�{ N .4 .i 1~i i i ^� a ca .r4 � i . I I w PO 0 ,8 03 O 4; O T1 O H I O co C) N r1 i O U PO CO <i I I _ - U i ,y ( W C1 0 U7 I • i LL v, >+ -- i r I ,: . I.i ` _ _ -• -----r---.�.----L- ---.- --J4___!_ _•-- ___. ._.__.� _... --- ---____.—. .-- _ ._ , . !, 11_... • ei ii a !! ..-t____. [---- .. . , i 04, I I ! u, _ V) I c --- - -.- - ' 4,1 U: 7 CO i• J I CJ• J F C4 1 a ; i H ! Ila" a I I • oa I u "� y I CO rip t--� { v I 41 O I - - # ' ^i 0 a T I i i . .-- ° co i ,�; j z �*L . I dip ` ! w .nI z j I I J s d 61W ,,•• .','aof C) Af- „„), A on in 0 5 -:*51c.; _ 1 O 8:.=.dal , E + O 14-4 10 2 . w "'w3 c z !I a3 o q a U I ' ll , I g 4-1' . .'t I n I l --I - --- p, a 0 .4 ! G '' IL.] I. adi re; a o rt. j 0 c.: 4. r L+; EI El is W N C I I I a N U CO u ,� C_ II d . w w b O I O „rl u, ,-i I i u lj .--4b I 'd m to a w0 44:1 ° d 'I a • - O O 4 C �, .,Ti a II ' rd °I N I-4 U l d l I!! u7 I rW GJ I ,� zl1_ >1 la z , >4 F- I j F II • • ,• III � �__'.._. ._41•_•a4 a, �1 : ---_ --• -•-__._ .__ _ L_ p p _ zaTdido31T b €inp; � Marc -—. j --______H—_j_.... ..___;_____.._. ________I__[__It_ A_ I 1 all 4J I A •I ai C I I I i I I II } I _ -#_ _ ___ — . v .� ! ea. i 0: T . E I 1 . ---•_1 i i I t • x o * j 0 !. t I - w p"; 1;Q VI I� i I I 1 I !! I I f I I — m• �i b; I 1 I ' ! 4 I I ' I • I ! I ! } "' I ' i I 8 I p ! • ( 'I�, • I O 1 I I - e� I I I _ I I , j x! � ' I !I .� 1 j i I I i 11 I i I • iI I ! —� ), ; U !i! I i.e ! i I I j Q I H S • ¢ . . 1 I Q ui •, r H j f n _ 1 J Q 0 N I 0 W 0 ` CO! V) iA P4 ! i In 'II. : '� ' 11Icm kft I! a: � s z 'I x a .d roilon G C1„„ • u . c0 O O l .--1 Eli {'. 2 %-1 O b U H 0 0 +�► L H 114ri H - ' td v^ EII Er s41N FO uo is .i G ; CO N .Fr i 4j COI I it Cl .--( eC O I! O I al o 701 H �'ii I C [-0 I I, b w eU 1+ H a7 0 C I :1 Ql ; 01 cd a.+ O I H 14 't0 I• ! 3 •; fl ca o pl a, d • II O• II f --- . u ' U II n I lO I >b in1 !_ !Lk __� �_.L PROSAL ��!"'°•' SUMrARv ® DETENTION EQIRI'MENT AND FURNISHINGS 1 4F E Weld County Centennial ii HPCC - CM Folger:rIStewart-r,.o"�• i o gt Southern WSllo I, Center, Phase II, B. P. #4 II Estimate Adams Steel Decatur Products 1 IIIa• . Co I Co., Inc. I r Base Bid I215.313r L 340 T23 700 37 300i_. 20I, 00 i 1 4t f ( f 1.1S700,Selected Hardware I I� I L - I SS-2. FA __._.... _ _ _ It✓ ,.1._ _ � � 1�4If ill, i4. I 1_- . l � � � ` �� ,-� _,I I tI SS-3„ FA - .. 1 1. I.f I v4 I 14 II SS-4 FA... �.. l ll 1r I_ 1 '.+ ! { }-1J --L" l44. .__-r- �. It ' -�i SS-5, FASS 7 FA_ _—_ . , ,-•. • ' I7_.� . . ../ II.'YI/ - -.__.It ✓ _.._ y _ �- r -I �I �-ISS-30,FA -_-_ '.r! I14✓ -.✓ ` ._y' ... _ I M .- - 7 - 1._�, ail 1 / �' ✓ 1_ : I i SS-11, PA - - 1 SS-12, FA -}- ISS-1SS 5, FA _.-FA _ r/ _�_,/ 1- __— / Ilas-1u, FA ---— _._ ti.--.-. I <✓.. _-1.. :._.✓ . .i. .-- -- .. ._Y - - - -I1 i ✓J ✓ _ I t Ir-- All-Control Panels FA ! t 111880 Equipment 6 Furnishings _ J_ A t� + 4 f IWall_Mount Table 6 Seat,FA 1 + ! 1SCalnlesa Steel Mirrors F45S I � _♦ ';� ._. _ - _ - I J Reap Away Clothes Hook FA .Y 1... f 7 , ' 'Security Access Panels(AP-1 AP-4) FAJ ✓ i / I I Food Pass Access Panel(AP-3)f A ✓- — a ✓ -- < L '-♦ "II:, !— Seeurit Access Panel AP- ll.-4 _ ril__.Pistol Lockers, FA } - — — / f _ -.Twat-.liars,FA -.— ]� ,I/ 1 ✓/ ,i _ -~ I I! ¢howex Curtain tain.Rod, FA _. I I y ../) 1__""_�I_.( I-' 1_ I Rey-Cabinet, FA- 1 ,�--tom I 1" 17 -1 si III Il _._ �I- - Wall Hun Steel Bench SS_ I ! Institutional Stool FA ✓ Detention Hollow Metal Doors ✓/ La ✓ / . W I I --- '4,— - I/. Detention Hollow Metal Frames ✓ 1 � 1 r i j✓ � // I I� 1 -��+- � � ` -� �� _performance oft items I ` ? -: ' 1-.i— . I — _,(Y'/.-.-�_ - _. :-... [ _I _. P_erformancell os Embeds[ Bonds 1 II I ._ I . /. : t ! INo: /._.__ _ ✓ ._i___.. _,...-. . .. Sales 4 Use.Taxes __ _ d- ✓/IT—::Addenda 1_6.2_._ --- r { ' __ I T �--_, 11 ' - , I t i ,—� ,_ 1 I I ' t , - I - - - _ I I 1 1, t ' 1 . . I I , _ . . - . ..-- -- ! • _ , I ' ) ,_1- r— I I 213,340 l 238.700 23..300 :. .I 324 000 i -. . HENSEL PHELPS CONSTRUCTION COMPANY January 31, 1977 Weld County Commissioners Weld County Centennial Center. 915 Tenth Street Greeley, Colorado Attention Mr. Ed Dunbar Subject: Weld County Centennial Center Phase II Progress Report Greeley, Colorado Gentlemen: We wish to thank you for the opportunity to give our current status report on the above project. Our written report herewith will supplement the slide presentation to follow. During our presentation, we will cover project history, project design concept, funding methods, schedule report, current budget report and will hopefully be able to answer any questions you might have. It is our hope that oLr report will answer your specific needs at this time. We are very pleased with the efforts of your staff and the cooperation we have and are receiving from the project design/engineering team. Very truly yours, HENSEL PHELPS CONSTRUCTION CO. Jerry G. "Pope Vice President, Manager Special Projects lab Enclosure G R E E L E Y , COLORADO 6O 6 3 1 /J� POST OFFICE BOX 0 OFFICE ANC WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 203 352-6565 1 1 Hensel Phelps Constructors Special Projects Department I 1 1 I I HD 1 I Three decades of success in the During the past several years, Greater efficiency, in both plan- 1 field of competitive construction Hensel Phelps Constructors has ning and execution, is an additional have given us more than just a developed a highly effective method advantage to be gained from the dynamic growth record. As our of controlling the cost, duration, team approach. This means the construction knowledge and expertise and quality of building construction. several phases of the project are has expanded, so have we Our management systems are the allowed to overlap; for example, broadened the range of services result of our basic objectives: construction activity begins even as we can provide on any given project. 1. To apply our knowledge of working drawings are being devel- Of particular interest to owners and construction to the task of oped. This phased-construction architects is our special projects producing quality buildings at system results in lower construction department, which is responsible the lowest possible cost to the costs and a shorter project duration, for preconstruction services and owner. coincidentially reducing interim phased construction work. 2. To be responsive through our financing expense.Andburprequali- management systems to the fication and purchasing methods specific project priorities of the insure the owner of quality products owner and the architect. and services from experienced, 3.To achieve savings in costs and proven firms. time by minimizing the time Included here is a review of the span from inception to comple- functions performed by our special lion of the project. projects department, including pre- Hensel Phelps' management construction services and project systems involve a team approach administration. We welcome an to any project.The owner, architect, opportunity to discuss your specific and contractor work as a team, building needs with you. beginning with an analysis of the projects feasibility. During this period when priorities are established and cost parameters set, we act as a consultant,bringing our knowledge of labor, materials, equipment, and building systems to the owner and the architect. Our ability to provide --1 accurate measurements of the various options available—and perhaps to suggest others—allows the members of the team to analyze the value of each option in realistic terms. Application of this compre- hensive value analysis throughout the project is the backbone of our team managment approach to building construction. r K ` .'5 W` t ' ,r C m H G C E `O n �'x- t 4�r•-I'. :['.t••. - ,r . •, 'p �. .Q Q Q m C v' h " i' s:.':m."n �: ftp! •lC0 • ... to -Q •- C c u,•= m ai § • ''';$ ,.J •9'.r _ '' E y. :Q ::-Q� 3 ,tb p� p F.1.-:-.:',..*.1.5'.4'..''::1......".:••:.:; .,,,-,e., ',;,'.........-:' ' ... .1:.c5c"-;_-c 76.8! •,:E as 1111 �� Y n+• O m m V.; v U ° o atn. • .0 CC • c m Ua m y E cC C 61 .L '" fy %'.3i::'� ' r4 D .F�3h 5 f 15 0 u' '::,:?.-',.. :•4.';',.:. c m 3 � - x' � z c E - ,•- as . - E ...!4 . ,•. G Y� m cu :P'"'L N w>.R .. c N O R �4.^C ob m � c �., � S m -, yn a es_ - >m-�,a. :r: C O, dr C a 12 N `A,, . I'ih F� a;:i. 14€,:*. Cet. 3 Li co q Um �G> ��! i' '• ymct�? • • •. ,..4/1 Nay C C.a K,etc'x-^..10 0' O to O 32'p .. E Q-) Qty •'. m `�.yi c. co E c • y2.y m e St •. .. a y E as F oa • H h a /� a 0. ca 3� ° moo &i .......,::•-;.. —y -� m , a � �� oE > $y �i a. t ,Uc m a. toyyt • m � ro �� . - g0.an ea 24S $' E ?1 .y -4'n w O • JL ` a fr a•a U Q1 CD.N : U co c c TA tom ur Ego 5 - _u �iio "� ° co cg0 ?2E 0m � ro � .9 �'� o-. . .1) ; yogi -a 4,- ro.NL4 aco mania c rn m m ea o � cT c Dro E >'�•_C N. O a»C as m •4 7' Ot H:r V C d.0J m cCcf as CN OU o- m y a N Q. (A W 0 w a w O CL . . a x) 7 T C • • p c m ro mas m •c o v) 4 0 u ro �n •• - o am x Cr� 13 oB ��8, m E c • • V CD ia. �c c E m ° a° y� � h `° _ ° _ moo m w aa) g0 a� i° c taro , -.-T (D m Hi O LL a`) ° _> roc, '. 11' L O m cn o,CD St. y - r ° a r� 3V7 m rog O € "� Y11 Yy�. , .., 'a Z7 _?CI. ' 0. l�t� a: ro CN ns Q' Z O m co O7 a y a o it.-co y E O W to as 7 C d > y ] 3 t p C C y dl > VJ 19 g L C 173 .G >4 (no vw as cn a Co ISpecial Projects Management I I • I a a. t � a tv / i Jerry G.Pope Gaylord A.Corwin I Vice President and Senior Estimator Manager, Special Projects Special Projects Jerry Pope has achieved recognition Gaylord Corwin's architectural and throughout the Rocky Mountain area construction background allows him for his knowledge of the construction to accurately measure the effect of budget I industry..Twenty years of experience in limitations on construction quality and estimating and project management have time during the project's early stages. enabled him to evaluate and predict Construction costs are quickly deter- industry trends in terms of their specific mined through the use of a subsystem- I effect on costs, a particularly valuable parameter estimating method developed asset in the field of construction. by Corwin. As the project progresses, Pope joined Hensel Phelps in 1966 as a his knowledge of systems development senior estimator of building construction; is of particular value in the project he became chief estimator for that depart- team's decision-making process. I ment in 1969.In 1972,he was appointed Corwin joined Hensel Phelps in 1974; manager of the newly-developed special his experience includes 25 years with projects department, and in 1974 he Giffels and Associates,Detroit,Michigan. was made a vice president of the He joined Giffels in 1948 as an estimator I company.Prior to joining Hensel Phelps, and in 1958 he became chief estimator, Pope was project manager and estimator supervising the architectural and for Kuhne-Simmons Co., Champaign, engineering firm's 25-man estimating Illinois. group. I He received his training in architectural Corwin's formal education includes engineering at the University of Illinois. training at the University of Georgia, His industry affiliations include: University of Michigan, and Lawrence Society of American Value Engineers Tech, Detroit. The Construction Specifications I Institute American Institute of Constructors American Society of Professional Estimators I Associated General Contractors of America Colorado Masonry Institute Colorado Masonry Contractors I Association HENSEL PHELPS CONSTRUCTION COMPANY INDEX Cover Letter Hensel Phelps Construction Co. Special Projects Brochure Project Data Cost Reviews Funding Schedule A. Schedule B. Milestone Schedule C. Bid Package Schedules Organizational Chart Cost and Time Trend Estimate to Complete Hensel Phelps Data A. History, Policies & Objectives B. Prequalification and Purchasing C. Building Briefs G R E E L E Y , COLORADO 8O6 3 1 /r\\/J, POST OFFICE BOX 0 OFFICE ANO WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 303 352-6565 • HENSEL PHELPS CONSTRUCTION COMPANY PROJECT DATA PROJECT: Weld County Centennial Center LOCATION: Ninth Avenue at Tenth Street, Greeley, Colorado OWNER: Weld County Board of Commissioners Chairman CONSTRUCTION COST: $9,975,000.00 FUNDING SOURCES: Federal Revenue Sharing Funds and Existing Mill Levy ESTIMATED OCCUPANCY DATES: Remodeling of Courthouse Spring 1976 County Offices (South Wing) Summer 1976 Law Enforcement Facility (North Wing) Spring 1978 Plaza Early 1979 ARCHITECT: CNC/NHPQ Inc. , Architects Engineers Planners Greeley, Colorado — Robert J. Shreve, Project Director CONSTRUCTION MANAGER: Hensel Phelps Construction Co. Greeley, Colorado Jerry G. Pope, Vice President, Special Projects PROJECT DATA: Design Occupancy: 400 County Employees Gross Square Feet: Approximately 200,000 Square feet Height: Three (3) Stories Major Materials: Brick, Concrete, ReElective Glass COUNTY SERVICES HOUSED: County Commissioners Voter Registration Sheriff's Facility Planning and Zoning County Clerk Engineering County Attorney Auditor County Assessor Social Services • County Treasurer Veterans Services Financial Office Purchasing Motor Vehicle Registration District Attorney /,`\\ G R E E L E Y, COLORADO B 0 6 3 1 /J JPOST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 302252-6565 • HENSEL PHELPS CONSTRUCTION COMPANY PROJECT DATA The Weld County Centennial Center is the county government's answer to enormous grow- ing pains in needs of county government services especially during the past 15 years. County population has increased from 72,344 in 1960 to an estimated 115,148 in 1975. In 1971, the County Commissioners funded a broadly based facilities study showing existing utilization of buildings and projected needs. The Centennial Building was the key project identified in expanding the services for Weld County. The study also identified the downtown Greeley site of the historic Weld County Courthouse as the pre- ferred location for the facility. The Commissioners developed a "pay-as-you-go" funding plan which utilizes an already existing capital construction mill levy and federal revenue sharing funds. Current increams in the mill levy are not needed and no bond issue was sought in this unique plan. While construction progress will necessarily be "phase d"over a longer period to allow for revenue accumulation, the Commissioners felt an obligation to accomplish the _ project with no tax increases. The design and construction management of the project is based on several Commissioner priorities: 1) Protection and enhancement of the historic value of the existing Courthouse constructed in 1917. 2) Accommodation to the Greeley Central Business District Plan. 3) Ease of public access to county services by all citizens including the handicapped. 4) A $9,975,000.00 cost framework for construction which will comple- ment "pay-as-you-go" funding and provide space needs adequate for at least a 20 year projection. The old Courthouse is a high quality example of "Neo-Classic" architecture which will continue to house county and district court functions in expanded spaces. The new Centennial Center is designed to allow the Courthouse full exposure to sunshine year around in the best tradition of sun and shadows falling on rich old door, window, cornice and column details. Views of the Courthouse from Ninth Avenue and Tenth Street are preserved by setting the new bulling back from the street. Pedestrian movement through Greeley's downtown business and financial district will be enhanced by the arcades which open the central plaza to each street intersection on the block. The plaza is also tied visually to Lincoln Park which is the city's only downtown open space. 2 G R E E L E Y , COLORADO 6O 6 3 1 , r, POST OFFICE BOX 0 OFFICE ANC) WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 203 352-6585 ^ HENSEL PHELPS CONSTRUCTION COMPANY The new building is 'low-rise" in concept to facilitate access to the various depart- ments which serve the public. The most heavily public-oriented spaces are on the street level with succeeding levels serving fewer visitors. The building contains about 200,000 square feet of enclosed ace housing the District Attorney office, Motor Vehicle and Voter Registration, Assessor, Treasurer, Planning and Zoning, Engineering, Auditor, Veterans Services, Social Services, Financial offices, County Attorney, County Clerk, County Commissioners and the Sheriff's entire Law Enforcement Facility. Limited parking for staff and law enforcement vehicles is in the basement. The complexity of the project in both concept and funding caused the Commissioners to con- - eider and select a construction management apporoach. They retained CNC/NHPQ, Inc. Architects Engineers Planners and Hensel Phelps Construction Co., both of Greeley, to develop the planning and construction management so that all priorities could be ▪ achieved. Traditional forms of design and general contract bidding would have been more costly and time consuming. ▪ Phasing for the project was split into four (4) sections: (1) construction of County Offices on the south one-half block and remodeling of the Courthouse; (2) demolition of old Elks Lodge and construction of the Law Enforcement Facility; (3) demolition of the old. County Jail, and construction of the Plaza; and (4)any additional remodeling of the Courthouse. Construction was initiated August 5, 1974 and is expected to be completed early in 1979 based on present revenue estimates. /,`\\ G R E E L E Y, COLORADO BO B 3 1 ' 6 POST OFFICE BOX 0 OFFICE ANC WAREHJUSE AT 420 SIXTH AVENUE AREA CODE 302 352-6565 HENSEL PHELPS CONSTRUCTION COMPANY WELD COUNTY CENTENNIAL CENTER ' TOTAL PROJECT COST SUMNARY Up-Dated Up-Dated Basic Estimate 8-1-76 1-6-77 A) Phase I Building Cost: $ 4,795,000 $4,696,000 $4,696,000 B) Phase II Building Cost: 4,330,000 4,330,000 4,330,000 C) Courthouse Remodel: 250,000 165,000 165,000 D) Sitework and Plaza Cost: 523,000 736,000 754,000 E) Electrical Relocation: (H.L.& P.Co.) ' 50,000 21,000 21,000 • F) Extra Bond Premium Cost: • F27,000 27,000 9,000 — Basic Construction Cost: $ 9,975,000 $9,975,000 $9,975,000 Prepared January 6, 1977 Dick Humphries r G R E E L E Y, COLORADO BO 6 3 1 /S POST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 303352-S585 1.1 W W W o V) co V) U .-1 N I I I v • CO O. O U W In O. I I I O. • • Cl in cT ✓ v> en- . co h • W W W h ... 0 c0 ti en PI c: • •.� rn O. CO CO v .n • I I CO rd r N.0 ` N r1 i .A en •rl v — ?' 1 3-1 -1 N I I M 1 W 6 en h O I. cl r4 C4 ih 2 N 4 1-' O O a O O O j N O O O O O O O O o O o O O U 1'a ri 0 en 0 Ui foal N 43 CI Cal rat N. O. . 3 H � � . . .. H CU N 1l il 4.3 (13 O VW] CO N H H r U• h rn • 1 I I CO R . W • -inO. .-1• U U ^-.. • .O M 1 1 1 o y J a on .O In rO N Q WW O r rA Cd •H O I- • H WHHp . . • Ho. .O ..(4) W • 0 O• 'd �1.... �U77 0.5 a, 4-1 N O l.J 6H rn W W W RI HH O O . 41 Hz V) I-1ta VI N V7 0• PO ta • N O W U fa PI en i N .n Ca 1 I• H a)03 .0 H ri 'U H r-i II .O a I I a et t1 44 H H W W CH) O H M .p - CO 0 • M �.. UGH• 6 al .44 H . H . co Iuj H dl . O O Y z 11wr O 4-I 0 o W6 N u pi 0 U u O O O O O O O +) Q H 0 O O O O O O H 0 JJ e 5-..]]1 6 U O O O O O O N O g C4 ri O. en V. N h h O d) pl ti t N CO N in O. O U el 7 O d - O H0 O ..4 _. ..,...1 H rti ro C.7 ^,al CO• N N • •I4 f. �� .5 44 0 4.1.+ .. ri vi h-I M 'U N U O *al O .O M O O O 42 vi O 'U O •'UU H f4 a H O td c0 O H 1 'U aJ H N CI u at O ri O alga C 4-i H N dq h'.1 +'l 7 ra CO N O N H d) C 4-.1-. ... 1-� 1-1 0 A4 0 0 CL CD ori al-O ca O .-1O. • M H H '.C o +r�di1 U 7 y00 H ..7 N 0) 0) 4.1 H N O '.l AAO p Up H �x Q CO .roC 0 vii 0. CO 6 v1 ro b-i u O° o La W 7. - h� 6 P1 U .. A v 1 : 1111 I H I H 1 W H en H PSH en I I I I I I I II I I m O.1 PI trr cti 01 . et eti on H N 01 en CO I ;III I I I en � I I en cn en Mn • ^ rl 1 1 1 1 1 1 OI V) n 'fin N cn ri 'S A I rn • rn v ^ ). hill ; 1 b n en O en n 2 v 1 1 1 11 I 0 .d 'S H cq N 4 ^ a — 2 en I I I N 1 I N �O n 01 •O on en on w •-I N H on on O e H 0 H m H . n .. a Ism U Z H I-. a N H 1 1 1 0 1 1 0 4:f I-- Novi 00 y H H N 1 1 O 1 1 0 rn H n Ha d n n n n n ! OW V 14 G4 A •J 1 ►. ...F• e• U 7 i 1011 0 11101 1 0 n en rn N n 3Na S .Na Ni .Na v 0 F 0 o CO .. i 0 1 1 0 1 1 0 Om m NT en w' 0 -Y 1 1 1 " 1 1 HI on m en on m w U 0 T z H Cl N N N v V ^ N C wry .. v O H w' 0 H 3a J N a W I HHH W f,, µN' a a El H 0 14 H W ri 1.1n A h don in I 0 v O n H C n N I a en r l n I I c�i.. w ao n v v m al w a a H w M J n H Epp 4 co 11 en ^ N en A al 0 H O H 0 .. go w ,C11 9v a .°-I % U2 o Al a" 7 M N MN d 0 Fd N N I) W O 0H w > .+ 0 m a a C w w.. w m v a s Un Al x w I Z 'd 01 N u •-iT W of W H �,,, - O C 7 H N 0 0 'C C r1 0 > of H M W OH 4 Z C M H w' d U Pi ' 0 N N i 0 N• WW ro• JrgO�1 Uy B CNN (❑q 41 H eri.CC .�1 O .0C .-01 O N C N y VI 7 H 7 8 N P. P. Vw W Fi HH WP4 O' ZOp F..P. w z 0 W P. • • i ^ I • I flas ^ ' um '1 1 I 1 I I I I I V I . Ill ' 1 I I I I I w H N H P H 111111 II II I I I w 00 n v N N ."1-I I n I 1 1 I m I I M H In co ^ N 1+1 I I I I C1 11 en 0 0 ul V es /1 1 1 1 1 1 I .o n — H 1 1 1 1 1 1 0 H N .'1 H I O+ O. 1 1 1 1 1 1 I b n m 0 01 n 2 V 1 1 1 1 1 I 0 H m ri N Os 4 ac0 L en II 1 N I I N .D n ten .O N N w el H H I"1 l'1 O H .-.4 N H ^ 0 n p. U 6w doo fl z rn 2 £ C -Am CP HI CP F H N 0 1 1 0 O n en n n n O HS g ^ Q N O C4 0 v F U IW I I 1 0 1 I O0 ."n �.N OR n I N H a ~ N N N N N IX MW' O ri r4 ri ri v ^ F 0 0 Z O 0 1 I O O0 Na' en N • e0 V 11 1 � 1 1 en M en N 01 V 0 04a. H • NH N N N 01 t4 ,V ^ U HO .:4 1.1 co w ' ..� P. 0 MD I V I 1 1 0 U1 O U1 CAN V A co H W of N 1 N I I I N M.i a‘ Na, 0 r.1 a el v N .. WHZ n 'X W N .4 0. V I III H 0 H I--HI .O U C.1 N N t0.1 1 1 1 1 � H0 0 00. a .M U N v ' ri H-1 2a w p• H 0 H N 1 M 1 I I N Oh O cca oO H M U 0 .1 H N I n l l I 00 en Co .0.1 00 en ill dN 0 0 H N H Q' H W 3 0. 0 P. .0 ^ 10 0 01 ri V +O 0 0 .0 U1 0 OS .J a W N I .0 H � ~ N h N r.1 fa '4 C r.4 HI N v ri W o • v ^ • 2 g 4 O ' W n a t+1 O. 0 01 .i N N 111 H N r0 0 O..-1 .1 I I N V1 CO V Is. V n .O I ri N 'O 1"1 I I en C1 I-. o n N 0 4 4 N N N N 0 H Or' O H H •0 V 0 o x ^ .44 W 0 M V U1 0 •i O\ U1 n m U1 I I en 00 P 1/1 10 1"1 N n 00 v1 HI I I to Z 'U .0 n H r•'1 a. v1.1 n .i 0 0 V V P 0 n U (O H • O uJ H 0. 0 .r• M w es 11.1 H 00 .1] N W C.4v" "-I 0 0 w N 0 N .i MI O V CC K.CO p0p co N W H w V)H H0O ., U .H .4 A O .0 0 w 0 O n ^ M O w O H (0 CON W N b CON w U U 41 0 O H Mt > .-I 0 w H O. •-i 6 C N N co W 0,-, 4 N U 0 .0 U) .i k CO H w H Z 'U w 4J •.1 n w N w .-1 U M O C 'J H UI 0 0 'O N H 0 0 N w 0. 4 H H N O H 4 Z 0 H N Z C 4 en •J .0 •0 Ho .C F4 p O u O in w 0 04 [L.0 aUa w N 4 w 4 .yA N G H .NC.-NI O.NC .-"1 0 ri to 2 0 w J VI J H 0 ra N x N M Ca Y 04440041.12 H w rG On W L4 Is. sa H N a C 0 Z O H H N 0 W H P+ 0 "-i PROPOSED CONSTRUCTION SCHEDULE MELD COUNTY CENTENNIAL CENTER, PHASE II .e DESCRIPTION ,_ 1.916 m .. _. _.. .1977. 1978 NOTES A S : O ND .J FMA M J J ASO N DJ • F HA HJ J 00 00011of € . • r pi . 10oOld Cnty. Ser..�Deao. Site Nag. 6 LaaIK 000 ..... Malta Nag. & La gl�. Site JIA,.Eketk..'.Dell tens Od;YgYa• i i � � � � . .' irriduid F ionn.,UWelles t:., I I+j. }.I I a". YcD I 1111 z� et' ,w� is • f< L.� Pr- 44 III dr PIP I .P iii .. _ �.. �" �. ippOpilign 'ij.IuStructuroing_rikl , � .�,. NE� r m a ,..it !�1. iill p i, rpymill 1 pojapippm , 1 it '. i Icill ppor O �.� G� �. $ .slf, I 00t$ EW®N al .. 4 0 ,. .... , IF 004 Tr Eno AOPAIt ', I' ll ...s.a> r. 2 a ! _ r•' r A Ad ' mainidor. Int. Drywall Yante wall Ceiii E r S Lath Yleeter Ceilings r•' .�eT le E�eln t pf . :�,.�r . � rigor,� ®,AA. 1rii leirl, r Arch. Finfsh�,Q, kat Fir. 1111 L I ,.�s� A L Pinieh, 2n�kr II t,.. I ialEpr.:tur_AA I pr.'I 0 A p Flr .,I .., t..a £nrF.dCaeeaark _..i }It. r .. Il i lAwianeras, -® .....®did mAiii 1 Fr® BgG�nti�n6fSslieh R y, I, I 4,, All H An emprAmw Drs ries,TraeF Bkinda "pip ,� 1 0 ;,,i• - -. FPS .m !t • Na i. " Elisaild II ® �' ' I 0 0, e iddE$F : .11,00 I Ill xiixM SEw " Fmum VW sar4 MP 120: dt ! 1 rl . ���000 �!,. ,.. •.._ _ an ton "d .r N r I 144 ONO il ., � !JqHH r il Sitework Mech. 6 Elect. Pr Pir o11111.4 Ali' 1Undergg^ Eat• Erick tents r, gPlaza Sitework snarl t- IIIIIINPINr . � . w..w... ^ a $ e a A M I J; HENSEL PHELPS CONSTRUCTION CO. DATE .12/27/76 Nei ... c.......n.N GREELEY, COLORADO FN¢"na=o BY MPS a HS N011T1dkuJ I JNIU'llEE I • m u I . 00 P +I w f .i r .0 C J: •-I W U N a D • la• 0l: mac—_ .. I I " W a u of tO u a N V or O W ,y .O a a 0 C 4 M N M W a D. M W U•O O M IC W •N W,•4 • V N 41 0 3 w. u CU .el WI U Er U .a II O. U 0 I. W - a 0 0. N a N R .I el 0 CO 14 to la a 01 ID N 4 .y U = N 4 F F R .C u .-- I h I U X C 1 Y a •.4 •. r pm - w w u 0 a 01 0 u H }+ w3H m 6 IW+ na A\ C �_ w u a CD A ) e ° I O a 9 E .i a SIM W W 00 EN n .i a O 0 mmu V 43 o -a o to C .-1 u 01 0 44 U C F 4r1 to .D 4 C C EW C J M a T \I 4i W u T U .Oi k.' ) U fh. / Y. a M u • " 41 C W h. C C.M 1 _ P / V N N U. ' A 1 i /r� 0 IC .a co gi V S I a 3 • D a c.O •.C1 W •-• 0 ""T y 0. 01 4 W C O 4 W •.~I O +Di C N 11 03 a W F N a C H 1.4. CE 1... 0 u a N N W • a W ti I / I u a O C Z a CD Ty K .L N0 • H CI nom M Pi C CI CC Y , / I / I W 00 a CI •_ Co) O C ] u • OUt `" . M Y I el \IINC .C Cl) Cl C CHV UPI3 N U W in y Y 0 ' I x a � as , ) •4aI e W P. 0 M — I 1 C q O Y C y 03 _ u a W Y •r•1 CD G C U W 1. MileliiO D 0 El 0 q ta.0 U C C Z r _ / \ CO4 D N • a .-I 0 W YJ 1. a CO .y a. • N V o w "43 J e 'I W H u '4 T .al YID 44▪3 u q C i u W G U 'I L a 7 _ —A iti e a i I J _i—% C t .71 W • 8L v a W o 2 3 in t4). • . 443H • •••• A o .-• m 4 1 tl ma M O .i u D W O N 'L• .._ru•i viCa )5.iAN'i 1:06mRS P I. A N N I N G SC N r 0 1 i F —' ',omit CT START !Jut ►n ' ' •"+111, I t:IL.U2 _ frOM!Lf7IGN OAILIVJUL7n tf1Rt CODES t NODES PAGE l ART I A R T F 1 N 1 S M — Ff IF -- WIVlIY 0 t SCR I P T ION CODE 1104 FARLY LATE EAR1V 141E 1. I 10 C„ MOVL IN 0 7 1.111176 IJIIl76 7JUL76 7JUL76 0 0 1 1 7 1 .." 10 30 O1U COUNTY SERVICES BUILDING CEMOLITION 0 36 8JUL76 8JUL76 12AUG76 1241476 0 0 • - 8 8 43 43 - C 20 30 SITE ENGINEERING AND LAYOUT 0 S 841476 841476 12AUG76 l2AUG76 0 0 39 39 41 43 30 40 MASS FKCAVATICN - BUILO1NG 0 30 1341476 11AUG76 11SEP76 11SEP76 0 0 _ 44 44 73 73 . 40 50 SITE UtIL.ITIES 0 7 I2SEP76 74SEP76 18SEP76 30SEP76 0 12 74 06 80 92 or 40 80 GRILL 4150 POUR CAISSONS . 0 50 12SEP76 I2SEPT6 110CT76 31CCr76 0 0 74 74 123 123 C 60 90 FORM E POUR FOUNDATION WALLS 0 22 310CT76 31CCT76 21NCV76 2INOV76 0 0 Ow. 123 123 144 144 7) 650 MECHANICAL A ELECTRICAL UNDERGROUND 0 84 11OCT76 3NOV77 2JAN77 25J6N78 388 388 103 491 186 574 _ 80 120 LAY PFR1✓ETER OPAIN PIPE 0 22 1NCV76 26NOV76 22NOV76 11DEC76 0 25 w 124 149 145 1/0 90 140 FORM A PCUR EAST MALL OF RAMP - .. . . .. .. 0 ... .. 7 22NOV76 2004870 28NOV76 3OMAR78 0 4E7 145 632 151 638 6.. 90 153 PLACE uN0 R SLAG FILL 0 26 22NOV16 22NCV76 1701076 170FCT6 0 0 145 145 170 170 90 140 FORM E POUR VLSI WALL OF RAMP 0 7 22NOV76 257441878 28NOV76 31MAR78 468 488 145 633 151 639 ..+ 100 140 OAMPPROCF FOUNDATION 1+6LLS 0 1 22NOV76 30M4R78 22NCV76 30MAR78 6 493 145 638 145 638 • C 110 150 POUR SLAB ON GRADE 0 21 27NCV76 27NOV76 171'EC76 17DEC76 0 0 150 150 170 170 120 740 PACKFILL FOUNCATICV 0 30 23NOV76 2MAR78 22LEC76 31MART8 444 464 146 610 175 639 130 19) FORM C POUR FIRST FLOOR STRUCTURE 0 37 110EC76 28CEC76 16JAN77 2FE077 0 17 __.... �__-_ -_ -- 164 181 200 217 140 740 ('AMPP'3CCF RAMP MALLS 0 L 29NCv76 31MAR78 29VCV76 31RAR?9 4t7 47 152 639 152 639 .. 150 650 MECHANICAL RCL'GF-IV AND PIPING 0 344 18DEC76 I6FEY77 26NOV77 25JA'i78 60 60 171 231 51: 574 __ 170 38') 1FJFVTICN SI!aVEILLANC€ SYSTEM RCUGP-IN 0 300 18DEC76 6MAY77 130C'7T 1MART8 3 139 171 310 47.- 609 _w 170 650 ELFCFRICAL. RCI:CH-IV 0 340 1EDEC76 20FFC77 22NC 77 25JAN18 . 64 III 235 510 514 180 74) FORM t POUR SFCC'.C FLOOR STRUCTURE 0 81 10JAN77 77JAN77 11MAR77 I7APR77 0 17 194 211 274 2'+1 --� 190 475 INSTALL ELECTRICAL CISTRteuriON PANELS 0 226 1746477 16046871 30AUG77 27UCT77 0 58 201 259 426 4A4 -� 203 461 t'1STAIL HCLIC1. MF1AL FRAMES 0 202 2MAR77 23MAR77 19SFP77 1000177 0 21 745 2-6-6- 446 46-7- 219 . 261 I'lTCR1UR PASrf.Rv M0'iK - PARKING LEVfL 0 75 9MAR77 317010:71 22MAY77 I3JUN77 0 2? - --- --'_25? 2 4 316--_.348- —.- —__220 775 FORM C POUR TI'I9D WL.OR STRIJCt+7RF 0 90 2MAR77 1 )MAR77 3CMAY77 16JUV77 0 17 ... 215--763-X31—•-ail-"'_.__-.-..-- 730 _- 730 473 PLACE KU11.0166 INSULATION - PICIO 0 180 2MAR77 21APR77 ?SAUDI? 170Cr77 30 50 -- ---- '— 3 —" 2')5 424 4/4 ---- -- — 240 440 F111/4704 INSrALLATiC4-AASFMc'IT 1n 11?SI fICOR 0 4S 1AP1r17 74411677 1SMAr77 7UC777 141 145 _`2TS—'420 —_-"339 464--.------ ---_ 750— 42') MFCHAIIISAL MF-AI ING SYST•M 1IP1RA11n)IAL 0 32 27MAY77 tSFM77 27JUN77 200777 74 97 ,_. _.— _— _._------- — -- — — — _`-111— 4711 - 367 4S1 — J.. 150 8,50 MI IHAVII..L FG1i1PMIYr INSTALLAIJf:N ANI' Hf'f1KUjP 0 744 77MAY77 77MAY77 75JAK7K 75JANIR 0 ') - — -111- -331---514 574 ---- - -- 260 317 ONYMALt CI Tt1M'.S i pant.11+G LFV4I 0 60 73M4Y11 74J11471 11JU1.77 27AI1t,l/ 0 3! _ .3t)------3136---• ------- - •-- ---------_ ..._ - --..._._..177.'- - 4111 4"' 760 720 uAtl'F L PLARTIP t.l ILINGS : PARP.1.1G LCVrL 0 45 7TMAY77 9JUL77 6JU177 7?Au',77 Is 4► --- -- - - 1�...—___374--- 771_—_ 4IF1 760 561 f'IIINIIIN ICul"4INE C P'IRNISI'INGS iNS141LAIIIIV 0 !80 7r.707 77 17%f v77 I80(.V77 I'^Hta►a 100 II ) -- --. ..177 — - 444--- - SOr- -.._ - :,1 • - 7/'S -� 7'0 T1`YTI9TICN C FINIS,. HANnsAR/ INSTALLATION n :Is 'wilt?? I4Jt,411 711I.P7N ISHA'47R S 7; - - 717------749 60I-- 6I3-- ---------- OM_ 2AS 1111 IYIF11I11:1 PASEAiY wnNK - FIRST MOON 0 60 7388917 107,4877 JlJllk77 R.11)l If 0 11 . . 291 114 156 3I! 270 300 cmR1!1; POUR RCCF STRUCTURE 0 81 1MAY17 SRAY17 26.117117 24JULII 0 105 109 3115 381 — 210 410 ACIIUSIICAL CEILING Ga10 C PANELS a FIRST FL011N 0 90 77.111911 9.70177 19SEP77 AOCI71 0 17 357 374 446 463 ..-1 280 570 INTERIOR OaYWALL PANTITICNS 0 120 22JUN77 2SEP77 19CCT77 30UECT7 SS 72 151 429 416 548 280 680 SPFCIALIIFS 0 105 22JUN77 :WC?? 40CT77 16101,178 16) 163 357 S20 ♦61 624 r. 280 690 EOUIPNENT INSIAtLAT1CN C HOCK-UP 0 105 22JUN77 2DEC77 40CT77 1AHAN78 163 161 157 520 461 624 280 700 FINISH tARPFNTIY C CASEWORK 0 157 72JUN/1 IOCCT77 25NOV77 15HA1 78 93 110 3-57 467 513 623 .... 285 285 . 390 INTERIOR MASONRY fiORK a SECCNC FLOOR 0 81 16JUN77 18JUL77 4S(P77 60CT77 0 32 35T------181 4)1 461 290 540 EXTERIOR MASONRY hALLS 0 135 26APR77 SJUN77 7SEP77 17OCT77 0 40 300 340 40,------7.74 w 300 360 LIGHT WEIGHT INSULATING RCCF FILL 0 30 21JUL77 10AUG77 19AUG77 8SEP77 0 20 386 406 415 415 300 430 SKYLIGHTS C RCCF 1-AICH INSTALLATION 0 1S 21A177 300177 4AUG77 17OCt77 54 74 •••• 386 460 400 414 • - 300 440 ELEVATOR INSTALLATION-BASEMENT TO THIRD FLOOR 0 75 21JUL77 25JUL77 30CT77 70CT77 0 4 386 390 460 464 300 470 I1ITFRTOa MASONRY 1,D1K THIRD FLOOR 0 67 21JUL77 12AUG77 25SFD77 1700777 2 22 ... 386 408 452 474 300 610 DF.X-O-TfX SURFACIAG - 0 30 21JUL77 17CCT77 19AUG77 15NOV77 45 88 386 474 415 503 310 410 DRYWALL CEILINGS FIRST FLOUR 0 45 22JUL77 23AUG77 4SEP77 6OCT77 15 32 387 419 431 463 320 410 LATHE C PLASTER CEILINGS FIRST FLCER 0 45 22JUL77 23AUG77 4SEP77 60CT77 15 32 387 419 431 463 � 340 700 ARCHITECTURAL FINISHES a PARKING LEVEL 0 120 22JUL77 1690877 18NOV71 15"AR71 100 117 387 SO4 506 623 350 4C0 HUILT-u,' ROOFING 0 30 5AUG77 25AU,77 3SEV77 7350:'77 C 20 401 421 430 450 370 610 GLASS. GLAZING. C SECURITY WINDOW INSTALLATION 0 105 21JUN77 3AUG77 30CT17 15NGV77 0 43 356 39.) 460 303 -- 380 727 DETENTION SURVEILLANCE CAPFRA INSTALLATION 0 15 14OCT77 2MAR7R 280CT77 I6MAR78 139 139 471 610 485 624 390 630 LAY CFNAPIC TILE 0 60 SSEP17 1NOV77 3NOV77 30DEC77 C 51 432 489 491 548 410 484) OPYKALL ctiir.;5 - SFCO'-) Flnra 0 40 20SFP77 7CC177 7900777 15')CV77 C 17 447 464 486 503 410 490 LATHE C PLASTER CEILINGS - SECOND FLOUR 0 40 20SEP71 70CI77 29OCT77 1590877 0 17 447 464 466 -501 410 500 ACOUSTICAL CEILI`:C GRID C PANELS S'C'IHU FtoOR D 30 20SEP77 17CCT77 19001.77 15'0V/7 IC 77 447 474 476 5011 410 700 ARCHITECTURAL FINISHES 2 FIRST FLOOR 0 112 20SEP17 74NOV77 9JAN78 154A878 4p 65 441—"517 j'Ti6 623 _—)..� 440 720 TESTIY;. AND PUNCH LIST 0 160 4OCT77 NCC177 12MAR78 160A478 4 4 461 465 620 6'24 -_ 450 610 IlASHI9C AND SHEET METAL 0 27 4SEP77 25CC t77 75SEP77 15NOV77 P. 51 411------482 4'5'2 503 ' „ m' 489 57') DRYWALL CFILI'.;S - THIRD wing 0 40 30OCT77 2190877 111)1017 SOUEl.77 5 7? 487 -50 526—' 548--"- 490 _570 LATHE C PLASTER CCILINGS - TH•<ID 1111011 0 40 30OCT77 2190817 NUFC7l 30.01-/.77 5 22 — — ----- ENT—Sci- 526 54R w 50n 57') ACOUSTICAL CF ILINC GRID L PANELS TH19C Flf)1R 0 ♦S 30nCT1/ 16N0811 13RFC11 3001-071 0 17 -----` 4117'504 6 F 548 - -_ 51'3 700 ARCI11T1.CTURA/ FINISHES a SEC4NH IICOR 0 90 30nCT77 1600077 27JAN78 1SNAR78 SC 41 ..+ —_--_ 4R7--- 53.x. —576..._-7. 623 _._._._—. .- — — _ 570 770 TRIM-0HT PT(I,A'ICAL Ann FLECTRICAI. --__� 0 16S 27JUt7l )CCII7 2JAN7N 11,881178 11 71 -- __.-187..__.-460 -----551----- 624 - .. _ 530 —_-17.) 1:LICI111CAL IIATUfS1.S INSFA1CAII09 0 150 27JULf7 IM0C1/! 19111-07/ 16481178 88 ph— — .._ —��— —"sR7_.___47;-----'.14---- G74 —' 554 66') !►A1A•IIS 81111 1AU111IY. 0 60 28S1P11 IArc1// 7#110817 14,810/1 C 7'1 - -_ _• - - -•—--•--- Y —— —_ _ .45,,... 475 914- __ ST4 ---- . --�---StJton AnuoricluRAt rI'2.1'.I.It 4 IHIMr I1_n1IR 0 /S 14Prf1J lIVIcll .ArtaiH IspAR/d C I1 — -- - 532 549 606 6/I, .�.._. .---- __Mt 700 Roil iU FLCGILOy' ANO J St 0 75 L,4uFCil 31DEL11 26118/8 15MAk18_ 0 17_____ 512 54'1 606 613 480 710 PRAP1'RITS Ann TRACK 0 io I4nrcr1 1SFFIIl3 12JAsrk IGHAM1p 61 61 "` 332 593 - 361 624 a __ 580 720 CARPETING 0 60 140tC7/ 16JAN18 111.E878leMAR18 33 31 512 $65 591 624 590 720 FURNITURE ANU FURNISHINGS 0 60 140FC.71 16JAN78 IIFFP78 I6HAR78 33 33 a 532 565 S91 624 . 610 620 BlJILOING ENCLOSFC 0 1 40CT77 16NOV77 40CT77 16NOV77 0 43 461 SO4 461 504 i.. 620 660 AUlInING t.FATHCR FIGHT 0 30 %OCT71 17n0V77 INCVl1 16UEC77 23 43 462 505 491 534 640 700 woo ANO'HnLLOw PETAL DOOR INSTALLATION 0 67 140EC77 8JAN78 18FEP78 15MAR78 8 25 s32 551 598 673 "` 670 .730 POUR RAMP SLAP CN GRACE 0 7 26JAN78 22MAR78 LFEP78 28MAM78 0 55 575 630 581 616 670 740 PHASE 11 OCCUPANCY 0 ♦5 26JAN78 15FEB78 11MAR78 31HAR78 0 ?0 575 595 614 639 700 720 PHASE II CCMPLETICN 0 1 21FEP78 16MAR78 27FFP78 16MAR78 17 17 607 624 607 624 C 720 790 PLAZA SITENCRx 0 120 17MAR78 17MAR78 14JUL78 14JUL78 0 0 ... 625 625 744 144 730 740 RAMP SECTIONAL CVERHFAO CCOR INSTALLATION 0 3 2FEP78 29MAR78 4F5A78 3tPAM76 IS 55 • 582 637 584 639 740 750 DFPOLITICN CF E%ISIING JAIL 0 30 12MAR78 164PR78 104PR78 15M%Y18 0 35 620 655 649 684 —_ 740 770 SITFw044 MFCHANICAL AND ELECTRICAL 0 60 12M1878 1APR78 10MAY78 30'.Y79 0 2) 620 640 674 699 760 780 UNCERGROUAC SPRINKLER SYSTEM 0 30 111PR78 16MAY78 10,04,778 14JUN78 0 35 650 685 679 114 760 790 LANCSCAPING 0 60 114PR78 16MAY18 9JU\78 14JUL78 35 35 650 683 7U9 744 +r 770 790 EXIERIU4 NRICV PAVERS 0 45 11M4Y78 3IMAY78 74JUN78 14J+JL78 ZC 21 680 700 724 744 780 790 S1TEwfrK CCMPLETE o 30 11MAY78 15JUN78 9JUN78 14JUL78 35 3s 680 715 709 744 w C 770 800 MnvF-n1;r 0 15 15JUL78 15JUL78 29,10178 29JUL78 0 0 745 745 759 759 �„. . S{IfETV tOnSt%EJICE rim ‘, r- i . • q , ... .. HENSEL PHELPS j ' j C o n • C w C C T 0 • • �4 . • s, .... ..... 1 O.1- . . . ....._ � Y . t ____..: HENSEL PHELPS CONSTRUCTION COMPANY B I D PACKAGE SCHEDULE BID PACKAGE NO. 1 - June 22, 1976 I-A Demolition I-B Mass Excavation Building • $62,305.00 BID PACKAGE NO. 2 - October 12, 1976 II-A Rebar and Mesh Material II-B Post-Tensioning Material II-C Structural and Miscellaneous Metal Material II-D Concrete Material II-E Excavation Backfill and Drain Tile Work II-F Place Rebar, Mesh and Post-Tensioning II-G Place Concrete II-H Formwork and Placing Structural and Miscellaneous Metal II-I Dampproofing Work $ 906,062.00 BID PACKAGE N0. 3 - December 14, 1976 III-B Mechanical Work Complete III-C Electrical Work Complete $1,439,724.00 BID PACKAGE NO. 4 - January 25, 1977 IV-A Exterior and Interior Masonry work complete IV—B Light Weight Insulative Roof Fill IV-C Built-Up Roofing IV-D Hollow Metal Doors and Frames (Material) IV-E Finish Hardware (Material) IV-F Conveying Systems Work Complete IV-G Security Windows (Material) IV-H Glass Skylights (Material) IV-J Detention Equipment, Furnishings, Hollow Metal Doors and Frames and Selected Hardware Work Complete $ 667,648.00 11.:\[f4 (\ G R E E L E Y , COLORADO B06 6 31 .:\[f4 POST OFFICE BOX 0 OFFICE ANC WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 303 352-5585 HENSEL PHELPS CONSTRUCTION COMPANY REMAINING B I D PACKAGES Bid Packe No. 5 - March 15, 1977 5A: Glass and Glazing SB: Aluminum Doors and Frames SC: Lath, Plaster and Drywall 5D: Acoustical Ceilings and Panels 5E: Food Service Equipment 5F: Pistol Range SG: Rough Carpentry Hollow Metal Labor Metal Security Window Labor Skylight labor SH: Pneumatic Tube System r 5I: Sectional Overhead Door Subtotal - - - $415,714.00 Bid Package No. 6 - May 3, 1977 6A: Paint and Vinyl r 6B: Refrigerators 6C: Carpet 6D: Drapes and Blinds 6E: Resilient and Base 6F: Tile Work 6G: Caulking and. Sealants 6H: Deck Surfacing 6I: Finish Carpentry and Millwork 6J: Building Specialties $261,802.00 G R E E L E Y , COLORADO BO6 6 31 \ POST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 303 352-6565 Q1 N Z 0 It CZ OW I- IL 0 Cg W ' • W a a a ZI W W W w U v) h W it? z zz zz W = z Q = W O ° 0z z0 z0 Z h � m < a w0 wW wz U UZ m Z aZ ___ UD ___ JO ___ aw _ _ _ as WU0 O HW LLJ aW a U2 U_ W H CO Zr; W O wj as Fz zQ' I ° n J O. a H ° U w a W U O hd U 70 2n I'd w a w _ Q w w f Cl W H N Q 12 I • Q U cg -� W o QUO H U ZG aow w Z Ov ILI Q ZQ � j J J J ° pU °� CO O O O H O IT QJO za Z ° Q J in to � y oW z ° zz O } _ _N O � o - z ° W HE zV) O c ° 3 UJ F- O z a Wm F Y2 ZJ Um vi0 NZ CO J ZZV U z Wa• I- Jg j3 W. av ( O O UO ix 4:E Z o t9Z a > ° v� O ° U UJ O w _Ica Qa Jf H } a O F- u j zct6W a � a � Y � o � z a � � � a w z Z J M < m a ° UU NJ � � ~ a am w w a O W W u ? $ � m H I- ° I- � O 2 2 W wa O 2 w a U LLUW Ot ce w h J ° LL } Wz0 W < W � � O 3 , > ° I I w in Z 2 ? V Op 3 W3 2z W O co w a * Oa H ' \ Fw- O -\ ,.. k : I- w W j ,� �`• ,v \�V' Z U2 a ,\\lam \: ` O D 0 -I N y� \, `' AV \A VA w 0I \ Zw O Jr'' O P a a I- a O PM —I° de de de de `ue de ace ae de de de de 2e zui � N �N Of O®® ° 00000 ^ a= • u o� ■��� �y��� ■■■■■■■■■■■■C�■ tea≥ Jz ^ W mmiimm;SI ELIrIIIIIIIrIF a N. ■■■■■■■■■■■■■■■■■�i� ■■■2 a■■■■w-■■■■H■■■a�'ICa■■ a ■■■■■■■■■■■■■■■L!■■■ ►\■■■0■■■■ ■■■■■■■■�■ L�■■ CC O la illllllllllllll:lil I1►111iilIIIIIHI +Ill .,,W US• N o . Z a ■■■■■■■■■■■■■■■�'■■■ ■■■1,■■■■■■■■■■■■■■■�A■■Fµµ"d�IL�.y"7.l y e a U F a ■■■■■■■■■■■■■■■Oa■■ ■I�■►'��■■■■■■■■■■■■■■■ �■ v t: a co ■■■■■■■■■■■■■■■< a e■■■ ■1 ■■■in:��■■■■■■■■■■■l l� ■ CO Jd ■■■■■■■5■■■■■■■a■■■ ■11■■■■■■■■■\�■■■■■■■■■I�LI3■ CO z W Z ■■■■■■11■■■■■■■■■■■■ ■■■■■■■■■■■■\!■■■\■■■ ]E' !■ O p of m ■■■■■�M■■■■■■■■■■■■ ■■■■■■■■■■■■■�■■■■■■■b� ■ o N 7w (l3 ■■■■■ :L;■■■■■■■■■■■ ■■■■■■■■■■■■■�p\�■■■■■■{y�yyyy���■ ,- tO e -I ° o n ■■ CC '■■■1 _■■■■■■■■■■■ ■■■■■■■■■■■■■ ■\,■■■■■h11J ■ 2 N pi- CC N m ■■■■W UG■■■■■■■■■■■ ■k�■■■■■■■■■■■■■I!�'■■■■� I ■ m • N a C.0will CO Z O II F ,� •1 L^I .- co = U Z Y a J 010: & l7 - m 0 0 a mzd y 1 C Ill O •Ell 7 W F W H Q ° ~ - W COCI ci N G Q ^ Z W GI QOW aUaIIrm•II"r" ^ G J cr¢m D oNzzZoo a •wO Wwpmwoo ^ 01 LL YJ Q 10 o 0 >zu, zw N � Nl O 6 0... Q.CC QOOJJWJ I111° aUO2JJ A oa — oO F- � O. wN y CD V '� V W wwwwmZZw UNOU to U m22Qwm¢� 11,1UQOV y Ill s�'��� CO Ill R ci('JaNcc; n m CO O P. _ I- W r" Cr) O G a m ¢J O LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL IL\ LL LL LL LL LL LL LL LL LL IL U- LL LL LL LL LL LL LL LL Q W W W EL Inytnm(919fnNNNhy17NyNl9tnmtl)N17 m;5 Ny<-6;5 m(9 N f9 N y m f9;3 VJ m to m t9;-519 W cc °> 0.0. 00.0.0 .000 .00.0 .00000.0 .0000.00.00.0.0.0 U W jJ a. CD 000220000220220000,0,200200000.0020.000000,00000.02 W 2 > ¢ 4 n N,- ommn<6o v vi N- O. 003 n cov 4 r N —orn m r<o vi v in N— oai oin coin a oiN o O O 6A Ill SE/469696961,6969696969W1.90.1 co wow co to to to Loin Lou,to to 6969,6969496,61690,69 N a a O V V' O V V O V el('J M f'1(7 C]17(7 CJ l7 N N N Wei 139690.11 O W En P.01 > z > O a.- a - HENSEL PHELPS CONSTRUCTION COMPANY IIIIIIIIIIII '- TYPICAI "NON-RESIT TIIIAL" Rill DUNG COST Itlin SIftIARY Base Average 1976 Average 1977 _ Category of Work Cost Index 1976 Cost Increase 1977 Cost Increase 1) Excavation and Grading 1.50 % 14.25 % 0.2138 % 11.00 2 0.1650 % 2) Drilled Pier Foundations 3.00 % 8.25 % 0.2475 % 8.00 % 0.2400 % 3) Asphalt Paving and Base 0.25 % 3.00 % 0.0075 % 12.00 % 0.0300 % 4) Chain Link Fencing Work 0.25 % 2.00 % 0.0050 % 4.40 % 0.0110 % 5) Building Demolition Work 0.25 % 9.50 % 0.0238 % 10.00 % 0.0250 % 6) Landscaping and Sodding Work 0.50 % 3.67 % 0.0184 % 7.00 % 0.0350 y, PM 7) Lawn Irrigation Systems 0.25 % 4.67 % 0.0117 % 5.00 % 0.0125 % 8) Underground Utility Systems 0.50 % 6.00 % 0.0300 % 5.00 % 0.0250 9) Concrete Materials and Finish 7.25 % 6.94 % 0.5032 % 7.36 % 0.5336 10) Concrete Forms and Form Work 6.75 % 8.00 % 0.5400 % 10.00 % 0.6750 11) Reinforcing Steel and Placing 4.75 % 5.50 % 0.2613 % 5.75 % 0.2731 % 12) Post-Tensioning and Placing 2.00 % (2.50)% (0.0500)% 6.00 % 0.1200 % 13) Architectural Precast Concrete 2.25 % 6.50 % 0.1463 % 5.00 % 0.1125 % .- 14) Prestressed Precast Concrete 3.50 % 7.00 % 0.2450 % 4.33 % 0.1516 2 15) Facebrick Masonry Work 1.50 % 2.50 % 0.0375 % 5.68 % 0.0852 % 16) Concrete Block Masonry Work 1.25 2 1.50 2 0.0188 2 5.63 % 0.0704 2 17) Finished Granite Masonry Work 0.25 % 5.88 2 0.0147 % 6.75 % 0.0169 % 18) Structural Steel Framing 3.50 % 6.11 % 0.2139 2 9.71 % 0.3399 2 19) Metal Decking and Siding 0.25 % 2.83 % 0.0071 2 5.17 2 0.0129 % 20) Steel Bar Joist System 0.25 2 4.75 % 0.0119 2 7.50 % 0.0188 % 21) Miscellaneous Metal Work 0.50 2 11.00 % 0.0550 % 12.50 % 0.0625 % Pm 22) Rough Carpentry & Blocking 0.50 % 17.50 2 0.0875 % 9.25 % 0.0463 2 23) Finish Millwork 6 Doors 0.75 % 7.63 % 0.0572 % 9.00 % 0.0675 % 24) Caulking and Sealant Work 0.25 2 11.75 % 0.0294 % 11.00 2 0.0275 25) Roofing and Roof Insulation 0.50 2 8.25 % 0.0413 2 12.75 % 0.0638 % mm 26) Outside Building Sheetmetal 0.25 % 4.75 % 0.0119 % 6.25 2 0.0156 % 27) Aluminum Skylight Systems 0.25 % 11.25 % 0.0281 % 5.00 % 0.0125 % 28) Hollow Metal Doors & Frames 0.50 % 14.67 % 0.0734 % 8.33 % 0.0417 29) Glazing and Aluminum Entrances 2.75 % 12.50 % 0.3438 1 12.50 % 0.3438 % WM 30) Metal and Glass Curtain Nall 1.00 2 11.33 % 0.1133 % 12.33 2 0.1233 31) Acoustical Ceiling Systems 1.25 % 6.94 % 0.0868 % 7.90 % 0.0988 2 32) Lathing and Plastering Work 1.00 % 8.30 2 0.0830 % 11.17 % 0.1117 % 33) Gypsum Drywall Systems 2.75 2 10.13 % 0.2786 2 12.04 % 0.3311 % 'I 34) Ceramic and Quarry Tilework 0.75 % 8.13 2 0.0610 % 8.33 % 0.0625 35) Resilient Flooring Work 0.25 2 8.10 2 0.0203 2 7.44 % 0.0186 % 36) Painting and Vinyl Work 1.75 2 9.51 % 0.1664 2 9.88 % 0.1729 2 37) Terrazzo Flooring Work 0.25 2 11.00 2 0.0275 % 10.00 % 0.0250 % �' 38) Finish Hardware & Installation 0.75 % 8.40 % 0.0630 % 9.30 % 0.0698 % 39) Movable Metal Partitions 0.75 % 4.50 % 0.0338 % 10.00 % 0.0750 % 40) Special School Equipment 1.50 % 6.00 2 0.0900 % 7.00 % 0.1050 41) Food Service Equipment 0.25 % 5.17 2 0.0129 2 7.00 % 0.0175 % 42) Security and Jail Equipment 0.25 % 8.33 % 0.0208 % 9.00 % 0.0225 43) Special Laboratory Casework 0.50 % (1.50)% (0.0075)% 6.00 % 0.0300 % 44) Carpeting and Draperies 1.00 % 5.50 2 0.0550 % 5.17 % 0.0517 % 45) Elevators and Escalators 2.25 2 5.26 2 0.1184 % 9.10 2 0.2048 % .- 46) Plumbing Systems 8.25 % 6.91 % 0.5701 % 9.70 2 0.8003 47) Heating, Ventilation,Air Condition. 14.00 2 6.89 2 0.9646 % 8.70 % 1.2180 2 48) Fire Protection Systems 1.75 % 4.67 % 0.0817 % 9.40 % 0.1645 % ,.., 49) Building Electrical Work 10.50 % 7.81 % 0.8201 2 9.13 % 0.9587 50) General Conditions Expense 3.00 % 7.00 % 0.2100 % 7.00 % 0.2100 % 51) Market Adjustment -0- (1.1048)% -0- 100.00 % 6.0000 % 8.5063 2 Prepared December 15, 1976 Jerry G. Pope G R E E L E Y , COLORADO 8 0 8 3 1 P /l a�. POST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE - AREA CODE 303 552-S5S5 • Om !+ I I I I I I I I I I I l l l I n. > .__. _.. - . . _ u —_-- X F i i ce. -. ami• r. • � - rl I I i N m �. \ i . .g F. 1 i g i l r. i W .c •• \ I I 4 0 • I =. \ I i i ■... kr- • -I---\ . .T..... ____ _ _______i___ _ Lo .3C :64444.. kr1 Turn I . . e in I_ ___— I Is ` ..__----_.. .----- .. . ._._ .1;_. __,__......._.__I____ r ••_t_. F N - i j .1[ .Ni t ` i U .� • I M tlG • • • t L.—.....- --_ _ __'"__._•_�___—.I ..__ g y0)1. i L\ i I [ I , .... E.,..t 00 1 04 I 11:3 -: ,-.: ,, I r N ; , I , __ ____\_ ____i_._______. _________ „ 0 r ..., i • i v I I r. t G 4-" °' r i . ..- .._ J... • iI ma of \ I f• .n _ I I - r_ QM • t.! i 1 • I I E .f i. 1. .! 1 1 •y' F. C:) :) O -) (--) C:) (-' �'•) Ll (-) c�) C:) (1:) � .ft; .r,.,i i -C • 0 ., b fT fT •0 .0 O. 0 VI r, v1 0 1. en O• m O M -1 '0 en N oVI tet ! IO M -T ' •r -T M -4 0 4 N .T M 0 4.1 .T -r M N N _T ,f .O N O Sc 0' O �J .O M �.a VI CO O M O I '_+'• M V O. I".i T sO h 0 CD N N 1 VI 00 er r. CO rn 0, r! h a .0 N n c! f .1. O n N rr N. 11 0 1 N `... r. N. - r.. r. n r`o. N. N. -. -.. � .. r. t. N. \ . N. r. CP. In \ o r+ t^ rn \ in . O3 w N N N H .-f _ N tV . .... \ t \ \ \ N J r-1 t'1 r1 h \ N. r. .D 10 1 V J M A .... t\I \ tV N N I. � � I I I I I I I I I I I I I I I ! �. _1_ ; . • y .. 0 et ... a .. 1 ta I. �' r- .13 r 4it • i b4.1 ti I - I o 1 ! Y U • 1111 ...._.. ta .... ..._ ._ _ • _ ... . _ . r, I \ i ._ . \ ' I • 1 • r I I I . 1 \ILO • > _ I I I I! - --- ..- -.-. J..--. . ..... H !.... ..... .. ... . ..... .... ..... .... ... 1 I ;.._ • j T III 1 '• ' I . �. ; ; I• i CO - I r - -- U I co fr1I . i moss E, i I � �� ; I I ! c� Is —C— ,— I • • , - -_ a I I - - ! 1 r y .4 ^ I I \. U 1 I i --- o ! ! I I U _._ 1 I -- 1 .� i i 1 1 I t V I • I• ' 1 • 1 ! y ` d I I 4 H .. I 1.. 1 i \ I — E 1 IN ^ , `I t.. r p I 1 u • I I r: i \ =... . I I \Q -- i I I , ` I . 2 I �„ - f I , . ; -..- ;i.' a ti--�-----— +-- ---1 L-- II I, i f = N 'N' N N 'N v Y Y Y l: 7. I p J J J J J J J O J J 7 7^. R. h W Pt Pn. P�. 0. Pr W M 0. P.. AO.w .. a a �[ J1 .K ?i :t ?I a! .It po 0 o pUp i u u uy o U uy u yU2 a ti Ll A 0 n A G c] [] 0 AF C n m N. . N N i 1 WI ;O@ CEN IAI :Ili 2 .� "' - PHASE I4 BOII.DINC III.? GENERAL SUMMARY GREei.ti, coi.uu.wo .-: ._ I - .... 'eNFRAL CONDITIONS 42724 I 39130. 1LB3M1h 750270, • 2200 Earthwork II 4ab0ll I I 44601! Bid Package No. 2 2520. Foundation Drain I -I y/ Iove) ` -i 1 ; I' -I Pfd Package No. 2 3300 Concrete Placing . . I s ' 1189370, I`,-, 489371) Bid Package No. 2 ... 3300 Concrete Forms ..I -I. (v/,�),ve) -I Bid Package No. 2 _ 3300 Concrete Finishing _ t (w/shove) 1 I Bid Package No. 2 I 6100 Rough Carpentry - 8851 152971 I 1147, ,2D2a9I _ ._ 5100 Misc.6 Street. Steel -, ; 57674, -I .5156744 Bid Package No. 2 -. . 3300 Building Specialties 139816, ,111)81 51.22171 5100 Place Rebar,Mesh,Post-Tenai n ',.1 7)7y3 - _I 71393., Bid Package No. 2 6200 Finish Carp.4 Millwork 8700 Hardwa2110 Finish ACTORSra 4 I �29 I 1296951 14 7I 76620. Bid Package No. 1 - 16004 Demol2350_ Caissons OR6 Excavation II i .28485', I - -' • ! 8485 - Bid Package No. 1 .3300 r ) . 1126064, (W/Site) — I I - 126064 Bid Package No. 2 cape 67150 — Dampproofing a Material 1i ' - I s. 2485 - -1_ 1 - Bid Package No. 1 4200 4200 Material PostLandTensionS 1 W 0 �, Bid Package No. 4 3300 nsio . 1 48750 294950 2487501-_ Bid Package No. 2 _ Pave rior• 7100Waterproofinge (Waite) I )I I i- _(W/site )-_ 3300_ aMesh Mate (W/BI t(`) „ -r--- (Waite)lie Bid Package No. 2 1150 --__ :_.:.I-.-:' (17/car) I_ '- ) �_. . 3300. _ Behar 6 Mesh Material _ 56406 _ 56406, Dampproof ing I W 1 W _7200 Insulation j p y) ' 1 I : --- 7500 - Roofing __ t � __.. 29367 .. . T I.. - 29767 Bid Package No. 4 _. L.W. Insulating Concrete (W/' 1 3500 __ _4 , ._ I , 2 500 _- ___ 21500 —- Bid Package No, 4 _2570 Deck Surfacing _ _ f I 158 (- I 7158 _... _ _7_600- Flashing & Shmt � „ _ goofing) ` ,.--_ Bid_Package No. 4 ow., 9900_. Caulking-._. . __ _.173601 _ — 17360 8100 Wood Doors 18544 t I 1 18544 Bid Package No. 4 - -. Hollow Metal 1078 20436 @400 __ Stu, Windows um f 3798 I ,1 1.078 9400 � , 27798 4090 27888 Aluminum Doors 6 Francs I - _ • ]1109 A -- g5p0_ f _ h4;2 Bid Package No. 4 2 697 8800 _ Glass & Glazing 3 598 4 . 19165. - _.1 57763 - I 9100 Lath 6 Plaster I I - it 40275 I 40275 9250 _ Drywall _ 84917; 9-500 _.Acoustical Ceiling ._ _ I t_30481. --- _ 1_ 1,5511' 9300 Tile Work 1551 84 7 -9520--- Acoustical Panel ______. , L ...I 999 i 875 _ _. k 1874. 9650..._.1.Resilient 6 Base _ - - .j I , ;.:. 1P768I {-.-I _1. 1}1768_._. 9680 ..I Carpet __.. _ + I�!_I J_. 39233 t _ - _36273_._ . 9900 Y 8951e I 83518. ll400 _Roodt@ervicel f _ ' I 8232 I 8232Q L. - ~ — '2350• _11470_:-Ref rigeracore. -__ -11530 Pistol Range t 4'— __ t 42000._ ,..I 4200 t I 11880Deten[ion 6 Furnishings_. _y 21 341 - I _ I 213340 Bid Package No,_4_ 12500._ Draperies 6 Track t 3369 1 { _ 3369,_- _ 12250_- Window Blinds 4 1 (W/above) I d.- , _ _(W/above), _- 14100 . Conveying Systems i 4-' ._ _ 56600 i -; _� 1._56600, _ Bid Package No. 4 .. 15.-- Mechanical_ _. I 1_928724_ 928724 Bid Package No. 3 16 Electrical ! 4 479000 1- - 479000. Bid Package No. 3 15__._ Mach. Extra 1 10000 -''. J . 10000 I_ 16 Elec. Extra I- - _ I. 34000 I_ ,- - _ , .34000 _. Reserve for.Phase T _. r 1- - I 10000 - - 10000 i 123453__-I - , _ : . 4008084 Note: ;----,--.— [Direct costs subtotals I 1 Builders Risk Insurance l --- _ -363964. ! V667 (By Owner) ^ 'shown include Sales Taxes - ' I Building PE t I (No cost) 'Payroll Taxes 6-Fringe Benefit:, ayment 6 I rformance Bond ( (With Bids) - -- _.. II . -_ 6uhthutal, .. �. . . I . 4018084 n.- 0J _. a 8 124N 569 I Subtotal- ldd , - _ I Reserve ( b_ 11 . �_. Cost. for 433WUU _. _ . 1dd It a Crust, Building Area i s 72259 SF _ .. ... 1, . . Square Foot 59.9"', 1 X1. I I 1 - - i - ' _ --, ipN 441 S4 II 8 e. w r �1=1'/ c ' it LAt9 I I U II - I c, c, _ n .t en I �_n n n 4_o�_� cn o���Q O I �-0 0_,_0 0_0 II Q' U 1 - __I___CD O _.0 c� 0 I 0 gn gn 0 o gn< <n gn 0 CD 0 00 1 0 0 0 ,in o in II C) Z < I 0 0 Cr) I 0 .7 , r'oc+1- I N n Ln Od 1�Y••o .0 -.7 �0 VJ n! 1 I- i•0-".� W U !� 1—T " a l i- • • v -� 1 1.� CJ N .!'J C") CI j Pl e -iV ray C'3 I T•._ --I .-4 1 I CO m .- _ I o• 0 / I ° W ! III Z0 i .- 0 I- W _1_0_0 0 0 :,t-1_ I L_.L_0_ I L 0_0_1_0 1 I 1 1 I_ O_0 C2 {O .O I • U I o 01 olio 'N I7-I 10 I I i Oi010 I I ie-^ I 1 I I I ro 0 0+0;0 0 -�`- A I 0---0--=- 0-,-;',1--A- r-_-_- r-_-'- -f-�"1 -r----r---r+o a a I Q 0 CD I I-r- [0 _ _ i i i I i �0 '0 0 0 I ' in I I o a o t0 I o z o v o GO o I 1 i • 14 3 ... 7 0 0 O N O O M I^ Q N .rt Col a .--+ r-+ 44 4.1 dot1 1 1 O 0- 1 1O 1 0 1 1 1 0 010 C, 0 0 01 l C1) 1 I 0 0 0 I I - 0 , r� u' I O 1 1 1+ fin I 1 CO n_' n ' In 0 � n I I _ I l In, O In I I 1-1 i Y g 1 1 I (') Cn I 1 I Cd 1 N I I to to; to I vo .--I cam, I I I I (NON 1 I .. Ci 1 1�, I _ 5 _ Y w IX OM C C3 0 C5 0 I , 0 O O O O _ .`ain n N I- to 0 W •--I •--I 0 2 4 -I - �•I — - - - ' c)-1° O I { O ` I O O O 1 O O O O l l E'r, a I ■� - f�•�h •a • O in rr1 t o S g 0 0 1 0 0 0 o a 1 0 1 1 — r o a 1 �� a. VI N $n CD n cn f� an to in 1 r` �- I N 0 . It ' t I __ . I r• i v1 r..V. 0 F. 0 0 0 0 0 0 O 0 1 , 2 ti, 0 0 0 0 0 0 0 I j ' o in In el in I 0 �'1 1- N M c'1 N '�" I z 0z � a � a -a,.4 -a . 6' 8g � X66. 6- oml• =1881 6. III ..... ( R .--f i--• -._+-T - - - , O CSI CK Cr) C4 N N' N ,--, N N el 0 O I N - i I ... ."dr7o Z 1 ^ . -" - - ,•* oo III i."" a N I il' ' , , . i I'l II" •-0 , , I _ :'V I 00 - d 1J ...... N I ON I t 4-1 �-. I • J •� G aI a+ . y, •,4 C) a4) r1 ' N a"i H o - I ..�. p U1 00a I .-I u a1 N I 1.1:4.2 O a� N C7' 00 w Cd b b •rl 0 4 O cC ,S44-I 4 Al .....• s~ t W G t10 td ri .--1 is a1 k O .0 1. f>a 3 1. y aI I I .-1,-4 H 'O O •4 .ZI 14 1-) •r in 4.3 UI it v 0 w O W cr U CU 0. U0 4-)0. 0 4-) r- 3 4-► •r4 1 , I. Cn 0 v CC C 4-) .,t1 to 0) 1. t: .-I a •rI Ca4 00 U"—• ct. Cd .-I Cd Cd a� z a! d o0 0 ,i 0 al IJ 0 aI CC u .zs it ,i d 00 Z I o 1a a) rr m .O 14 •i a.l •r-1 a1 o P+ 4-I JJ a) 'C •r♦ > CU c) 0 C Co W H o a) W ,-I 1+ 1. 04 1. C ,-I .0 .-1 t: a) t. •rl m 0 U I 1. CIO ,i T >, ••• I I t E-., •ri a) 1. I a) a) P. a) tt. co W $4 a1 r-I Cl) 4-I CU 0. a) •r1 I •r1 t: U Cd 0 i ( H 1-r G tL a) tL a.I 'C B P. •.I CU x •r1 a) ,-I •r•C Cn a1! Cd •r1 C 3 g r pH al •r� a1 .-I a+ Cd oo P.. 41 ,-1 0 r-I r-I .t~ U I ,� O d .fie .5E P. 00 I C CU rd r-I 0 •rl' C) 00 Cd •rl 1. E-I 40 r-I 0. u) to 0) H U) Cd W r-I ri A i : . O O 0 L •.'I ,'7." FP P. •1'4 O 0 Cd a) ,0 O -R. CJ) 1 a) tii Cd I PI: U U) 41 a) 00 3 Cr .0 •rI O1 1a r 1 >, ra. $74 O .2s a) I 44 •--IT 3 3 Cl, 0 •21 %.), 4-1 0 W •r4 4-I ri E-I ,i 1•+ 0CJ) 1+ 'C C u U la L .-1 u W U I-I d ,i 1+ QS 41 O 0 0) Cd "0 ‘f:14Cd a • is CO 0 A D+ w Cd 41 1. 1. 00 a) bo .C .0 1+ ♦-I 1a U a) I 1.4 1. N Z V cd a) 1. 4.) 1 J.1 . U E-+ 0 0 U C a)d .R. .C 1a W O 1. 14 ' P4 C. W a) 't • ,—I 1? ... 4.) 0, a) Cl) 0 ..bL •rlI CA 0. +� 0 ,r4 4-) a) 0 a) •t1 0 G. a) a1 p, Z 'C OP. WV WC 0 w 1+ 1. U w I G B o bt w W.-4 4..) s.I "d 1. f'# 7 ? I W a) 1. • --I 0 4-1 0 .0 0 •ri •-I Cd w I Ca CU C •rI w 0 a) Cd CI 04-I a) 0 0 00 w 0 rx4 Cy. Ul U v) cn <i. W as 0 > H P. Cn 0 a H 31 3 r-1 «) E-+ U v j I O v O CC _ 11,- O O 1-1w O ill I . I 1 4.n. D O 'D O O O U Lit ► C1 1 i..7'u U U G.r O r I C r c 1 t 1 v ,.I vl O U ^. N O O OO ..0 O -_- --O- .._L_ �I_r, a, r, .� r,�4--L- I •I I -1 ----1--•-1 M W U t on L ll c+l 0- $4 J _r 1f' •r• r * O+ l_....el * N C) Ift N. I l I I I I I I .-4 u1 c: M N .-•r N it) to Ile I .-+ N 'O O1 O O O h< r-. .--. ` G .J N .I } >• N I N m CO I _ J o0 ('� W } O I ~ , I- W-----r+ - X U "� -.4-I 1 T I i�-O I O-O- I O -1---1-1--8O---0--1---1- O 1 II I— l ( * M �_a_ W co ,S _1_ I 1 O O I___O 01 L_O _I 01 O O 1 1 O 1 1 I 1_ I. 1 1 IN i.O t. o o in I III O .00 ION I I t� `R i o a-1 --r`a 1 r t T`I'T—I Tin u1 :C•4 c'rs 31 r, --Nor' F 0 O 49-O O I �� ...4. -I N In N •-+ I•--I I .., ; 'o '•C Oj U O O I- I I U G)'� .C O 1 "O O (~ O I I I I I a I I 1 o I T a N 00-- E?1- U O 1 O O d O- 1 I 1- I I II t 1 c+f I 1 -eor- f11 p •o 4) In I ,-I O I - III o O IP► 4)- '.0 1 in- an c1 I I I I- I I I I4 I —• I I 1.1 C0_- EN I 431 Nr- n1 M •-1 O 0 U E c j ON ...., 2 a D. 3 3 D. � , .- �v _f . 0 Li v a r F a ...4 o I "`a zin 0inCr rs >a u a o v D u v u v c l r I t u v �, c}O 4.-) 1 r I , r I . ' I 'v I v' v o I I 1 o I o O in O O O I I 1 I I I I- —I-07--1-----.1---N— ail $ _co . n O 1. ..1 r- rn 1 t. t .n 1 e - r .In In . III 1 I { t I N 1, cd ` a I * 57-7—All I " O 0 0 O O' C../- O I J 07 O' In in el O OI O in c'1 1-d --,I O O V) .. c!i o A �Q o O O o m V) O o .1. to , i f I �-7• } 1 O O O o b .0 I I in I 00' -7 O o O I , a) 7 r Tl—t� N CO N in F I I N H' IC : z • a ! N„; < W •—s. I. I a I °1 0 �� I _ • 44 ti, I co Ni 0 ,O a es es 1 O D+ ♦.1 1d.1 O I I •E '"1 ) ,`.' PO a.1 4-I 1•4 0 0 Z H C7 d ' ' N d d to u al cd a) u d co M h d a chi U Le J 1 d d c? I+ o ,-I P4 CD I.e u I 7 • •r>1 rI .C +1 d 00 1.1 0) O O rl Izip; z0 i. > ,00 14 4 r1 O 4-1 a H 03 0 0 ,-I O 0 I 0 I� 90 U) I+ 0 0 I,+ I e O 0) cd .� td 11.+ it , i I ],7 d d a-1 r1 �j P4 I+ aI w r1 o rl pis o U a! .C I+ 0-1 0 O ''�+a, 41--1 V) Cl) 4-1 rI m 'a a F+ a cd O td H 0 4-I a O CO I-, 1 I a Co '0 0) al d .t) ... N.. y-1 A . to cd 3 0 I 0 j {zi1+4 ca: Z '0 .0 W m 01 41 W 0 o to u 0 a I+ o i H D 31O t f 0 00 W W 11 00 0000W '0 E 0 a) •.-1 O 1.1 ! H 14 Ic 0 a ..,4I+I 00 0 0 04 d -. 1 1 W 1 L.1 4 0 m .zl .1.. I 4_41 E-I a) d r1 O a '0 CO I+ ,-I 0 ri r{ (0 a CO 00 CO d 11 1--,H 11 '3 I+ I '`) .O O it rl it �1 IaI \ ri d r1 W u) (C •r1 0 , f Aq cd o •--I 0 I to O 4-1 cd 1-1 td cd a) 0 a cd• 0 cd a.l a w I d z 3 a 3 of s~ h cd d c0 d d 3� r1 p al a d w o d ' ?4 • ;A. ' O d cd ,-I I� x C) x x O I ' I 0 rI 9 O ,-I 0 I co W O ?, A 7, .-I d 0 Mt x ;~I 0 4-Id 0 .4 O 0 0 d I E-I 'x I+ I+ 1+ ca .-•+ a d o0 00 cd d c4 v A D ,--I va ' d Il - Id Cd Li OW > 0 0 '0 a to 1 v1 d a) 411td .-I .a a+ I+ >, W W I- ri 1-I a 1.1 'u A +1 d I r-I 'W O O O r-i r--I 1,1 I4 0 'O .O 41 {.1 -I 0 • •rl r W a a a .x td a cc O o .•-1 .-.I 0 0 0 Ad O td d ,--I a! u p' I°, a Z Es 0 £i d 0 cd •,a G to •ri r{ rt ,1 •.I U N a u U 11 p ,i I+ I I W d d 0) d rI 0 .-I 0 O 0 O O ON-1 r d 1 O 0 •rl O c0 0 E•+ H H 3 W A w X U AlX CO 0:1x x x W Z a Z I-I I Cr) V) Is+ i w I I I ' o - z O a o0 N O ^ a ■■■■ I I I ° 1 I i I - -- I i -1-1-I — - --- _ _ I m r -- 1-__ ', I — I - 0 o m W O (^ A l i � � � I I Li I I I ! ■ Z 6 W W a mn - n -• : n ; ■��- ��� am ■■■n , -- -I ■ I ■■ ■■■ ■ vs D I I ' v ■11 ■ _ I II ■■■ , ■■■■■■n f -- - _------ -,U K ■■- ` I -- I I -- i- —.. I ° -- --- - —4 _ -- — ---- ,�,— a ---- �— - — - - - ----- -I--- ----- w nIl ill a -----------AA Con 11111111 1 Z -------�---- ----------------- Q \I C a ----------- --s-------------- aj I. o, � N 1 u J von ', ti O o S C Ifti w N I Ni. co m C m o w w # O Y U W ,., _ x z co .; I I I I I I_ p. Q I Q z a -� I _ r - i. v w I v Q -a w 2 C N. - f a Fr' a` W a (/ F 4 V� a _ — — - — f,. F a f iii . - I In �E le t I3 , IL, Ni IZ I ° 3 ' ' 4 ` pl N I jN 2 ;.j.1 •q 'Y I U 41til 2 IQ ki : N < O , ct k0. I • � � • O ki N, 09 • 0 a. a J` a �! I tft. o. 0 % J- Sil___4A4 s] m___4 tP_*_tP____0 6 ail vl' "ck 0— --:1 % t".7 111:1—kii-- -7__V____9;•.-A__r__,_____ _____N' Q 2-5}."—____ V' oo I I I I I 1 : --I N�,L 9 m T MI= - -_ r4 m I r i 1 I • T. I ! O p (. III I I � _ I � II ` I I o � Z Y �I `� N 0 ___ X co a ja .._:=1._____ l ' . •� ----}---T I � `I I I _ .. d L�, r o ., 0,2.1a I O e- r y ;• _I , . i . vi. —t I ' 1 — I— -U a 1 IX r 1II zI 1r,.k � �i1 --a gaoo _ o . 2 a J - - I oc u 00 r o c4 J �� T I LL t ' T-� n 1 '- I s ~ U • W rums . 411 3 o o a I a e o a . 3 i J , y g i V UI i .1-- .4v i IA N I I, I C ' - 1fE , _ 0 io c--' — 1 . p _ `^ . ._,.%___o "r c• 4 `n _r _ t: 1 , z Oa 1 t9� �. �° . , i r v. N, I f�I; Lt ¢ I �Q. I'a a1 3 3i rill ,. .4, • 4 .Nj i ' '. 4 1 1 ., :_jl 1 I i jl I I _ i o wci, dl i � A0 � �g :. Vq4) a \' I a " wNN 3l � �i a > 54 -I 1 C} X =k X �\ .4 N?. �. U J V i i FN. K I V CO w m .. C ° w Z Y .� w U F w X U O I �- I ITTTtH - A .47 Zaau J I ^ti W I ^ = U 2 1 Q ,, W 1 LL Y I I I- Z J 4 V ' IN f <a I I _ J I a I I I NI IIi. io l N I RI i v off44 '! ▪ V N' • N Iw2 - Q j i j V) V -N w &. 1J 1 Q ^ Cl in W r . Q ^ a ...... Y ,., , • . .. .. p N L� r SJ-1 L d us q_ c S a= — '��o V ` I l'tOe� I Ulf —I i— U 6r 0 — o-i cf)' : - --OI dt I �� a 1 w w I z U i w w L �_\ :Sr_t.._-�—nom_ df 1L__ 4. . S` Cr" -- CoCr W U oj I CO IJ NI Z o o� V, •of 01/4r P,, Pn, N. ?c o, e\ t. �� NI 2\ �1 K�i — L4 to of 0, , N ,,� �I .n Q ( _ a IN. - 0 gg --i 0 T t + .zs _sr.n 4I 0r- u- s-I �� o- •: - -_ Ate.-. 11 u\ ( 1 2 — -- — - W I v ■ Imm 0. s � IS ;rlv - w ~ p A\ Soy °1 lfl N `p er1 a\ V .4 lJ' O s."..0. r s m r a < — y1 er a a +— c 1 ,..... ,1n� to vi i- R LU4 aa � II lv h — N — ell m 01 0 3 ♦ ' -- di cr er m a. til0 p 6- o <— — M 4 a L o ""t1i � Du I 1 111 Yy� .V L J QI nJ b n ~I' 11 VII V W r pN.' y r W' ;NN Q �' \ u� � v' w ii, a \, V' L, C ql in vi Co r It :' d o IN. 4 ° opti ' k' k., • �' � " m W ! { (,• e . u t y w N \ W Vy 171 Q I\ v .o Q IQ la. 41 n V V h L N. n : n g J Q N , ' a cl v k 1 cQil h `0 \_ tkl �.1 a N' \I d1 la `� W I 1�vl q CO' OI I _' LI 1 N (_ '! - \� p. T �rf' a Q-7 J w` I - I ill I I Oc `.4- oag' — N m 'm o O O W (^ I I Z Y W W -01 i UI - �I ��, w u l a —N oa', ct', —__.--err a In S el el ^ — --- Ni I rA z o� o ' o 1 _ a D 0 _ 0 ... a U w Et ( it- ,1 '� 0. 2 a ( — ��� ¢^J Fc —�`� ■■ a u. I-- ■����s— rr — w 4 " r x „yW I J !. I cc ei J W N o,{ s 4•11 I lit R ? ���rV■■ I I 9i I‘ o W W I I Z9 IW 1A � i �•�I E SL ��11111 N J.L. ,. ; = ti � , , y I AiI I a I1 J n „ D. q w 1/41/4i � `k; I ► tl \ \ 1 t N a . 1 I o`�D IL k` r ci a4 . I l ti . ,`-...o a MI N ISOI _ N M ( I II I I I I I I I 1 I � I I ( I qi � I I III i_�_�_i_cril et)_ _cA� 4i__;d- 4- tt.)... . _..-.-__.m�.\S) d0--- --- .--. • • tl _24..,101,___—,,_.—i. _ w o c ' I IiI I IIT t ' Y I I OL : i)+ t,+c_l - ;� A._._-._9._ ..(20_12L,.:*,!..o.i .!".1. ._ �M.; Li U o _ s _� no. pt—�` ---1- 4‘ '1,0 --• :+7 .9: oc ^--Vii..' . sri_o ( i-- -� �. 'ter-- i—— —,— �.T o° �-, --y' _ I ' � ? ! I�� ,� r Iq� \,I a j M' m „ I _ II I I i ii I I TI ci:O . tryr i t M=Iii t 1 I (Sf ! i a I 0I I I I f --- 1 I 4.......... _____ 3 I 0 l_ IL 81 � 81 : • Ig+ 18► 2k all %C.:1 i 81 t $�_ %k ! ...(v. ? O 4 O �kr) ( � ri Oi� � N'h , O N � 3 � � � NI SINN , a' a( w. ti 8 4 $ 1 Si ci d i y l tom! P. di t t S ! ' • y lil Y•- Q C`� 47 Cs-T N r __ SJ 1 V,: Z '-_ _— —' I _ _ I I ll ,i a �RAI i ''�, •, pit • ll • --Ike { i !� _ —, lift .!iVt : . .4 to m. 4.). � tA I •a Nt j h I -- _ Iii. ! _ I ' I fr A_ ill a p ' I I - r ��y r _ _ I - , m m C I O O O W 4__ 41 W X I - .._. m 1 , - - w U I __-..— J I --��_-oCC -.......•.. I --.- I I- - Z J r4,,... m o % Z a t-i f _ I L... _.... . , ._ ..._ a . I a ' I _ gi 4 C.. 5 F F. / s Y 1 t • II -- I czal I- 4 { z 7 tt ..1 y — :N < .W l �U w 'g { .. k w N�1 I V ' J I W cv i JcuIJ n{ y, c • Q u.1 ;4 '4 ' m i J iN ir Q N 4) v o � v .. (A.1 \., Ii . 0 Q 8o , i , 0: _4:_.r_3.L_—! ,.• t--�" +-- --rr-�r- !.1_u.._.r_v_._y) _ -+ N; _I;,' f i I I 11). ' _ a- _ �2 i U\ O. IN. c.rtto Tr: Cs4 VI" •3 i .-r--i4 I 8 _LI ' '4 0-v-___As i , ,__14_ —i , >_ >_ 1 1 . -- —f----- f-- • 0 . -� l I I w I I ! z Y I I Ir ` i I !4 . W 0 i J I 11 ! F' 2 I ._��n _��.?. 1 _ 0;- t--4—Q. o.. sae 3 `N __!. 4 w U co(., 1 ti. 1st ct., ill--Vr--;4---- : — :---kiii------h,--a - --I i . i I I I s e�( Q\ IN ?\ \ o\I ♦I � \I e\ �� ?a\ %\ L�• O`I i 1 I I I I y f � � I _t I I ` I i . ,_ m 1 s a ,—Stl QQ�R_ _.E 1 41 N 0 Q --ti1 . I I r-:_,-___.4....._•_ra �v r �r Q Q•` �1 I c I c�n� \ cal �� c► R - i i 1 w-: _L to ' co tP"illi ;cl I i '"—'1' S ti. — --li L Ill IIIIIIIillI . . • I •I __ CC I L LL of! w\! A\. fa� $N O 1 t V "6 z — c: Ni 01• U .v. `lj i1. os: 6` Q� N *` 0 - C. uliiinHflllll : IInTiF- I Q s H o • EL l Z I i Jt S � ..c - ..►; ..� JI J Uf ?Ira' I h4. 1 a .v u51 u) a c— N '�E 1— IllI { � r to cell_ n- _ .4; ool p,i “ii to, A -y y . ;V z I cs NESI I —I + I ! 1 ! 1 111 III • — II i qi o -- - I 1�1 A -: . . 1,,.. :,! .., 1 H J � V as I s C P .i u Q �,. ,� I IT\ I v 1 • ;t1 5 4I-- v. ''l 1 ' I I F ,... 11"i l�( 4 i. X x I I \ ,' V ''. I\'I. il H ;I 'Al ,1/4, q R zi \I c) k , m �, .►4 • 4.1 . v v �.v) N. 11 i,% Al ‘) '`' 'A Lt 4 ' ''( )it,) A „1....,,,.. , , % , q. I I I I t R -r - - O O W W O Y W F W X = I I W U p —_ 0 c I _----k _ J 7 z I En S CID I D _� - - - — { ±- - - I o -per- - --- —_. —it w I EE a w r- u 2 N I col I ��� ._ HHI UJ G e. T L I ZI J I Q 1 >. ?,0 < ■- i ii, ° I v W Q ' I id i lz I '4‘(''' 6 . , , ...„3 , , , , ., , , 4:,, .,... I P ,, „ : ,, ; F N, , , , .,, 3 ,, ,,, Q W , :, q ) qW I � t4 z �I I 0 d p I Er wco N a ; __ — ; ; .� —�— �I ; —.�.. _ m m Ill LLI ! ! i T I I t 1 - ; I ; W U i • I , I I 1 -rr__ I_..._,61 IMO I.- : 1 I ; I : I T m ! I-- U O { • Mil- 7_ _ a I dl r,. Q IF I mAiw.______Ii C W ,. L i- Q f , I IJ • r Limumft'' ' Li t1! I: I I - I I may; F , __ i , ` a, I I 1 11,1 _ _ i it fi..I s..x ''„ j` I I i + V'` - k I + ji W I I I .%) �I I W 2 k1 0 0 �. �..\� U O i .. %I ,9 I .W : '14 � ai I . { • - I ' � O OI I 0. G.) Li u NIH i _ v,., _ _ _ � al co 1 t t I___ • r ° o U i JI X _ r+ ¢ ~ — —I--�--- --- F w U p i r --- -- co I ai i—!►i• I I I - --- --I _ • . ki1 VI . 7- . aim --t---1 ----------,_ix _ a D [ • is ... , Q _ 1 r c CC r . (. . z .._.. Z I I ..-Q I �:�� 7 • G ill "Z r Q i I IQkl i '__ � � A ! � I o Q . • i I : o a W At 6 W `\, A - • v • Hit Cl- kr a I V �! o ,9 - 1_ ' 1 + a m Ea Hill 1 II I II I o ctj ,► r I I- —4---4- i 4 , w O tillT I ' 1----I I, I z J I I I i I IISr� G o ti , ' T IX au w it u z a J 1_ I <n aQ a a o a — — — a Wa z I z I ° i IW • I -JYI N'1 I ki wg `Wr J N - Q a I 4 0 C �, o O w rnl SI . Kcj _ _r ° - — - . NI } o ti Lam__ _ 1 m >. bilk If H ° ° W z Y 1 i " I'� w w �. _ I , i W U _ I m am ^ Izt D vmmul i ..., _ _ 0 '6 - 'f-tr' I -r W I 1 . I - LL Om U I E. a _ I a -L....E.k I • r J e% 1 I - l k J : >. '---_ --- I - I `I i d r . IZ�� 0 � - � ! i i t I i ! I I I I ^ k CO k [� a -. I W w 2 1 " I1 ` W '(` P. •w k Ik 13 o� v J of C • I A i , ci •M a -."--1N IA I i i IL I I I I 4-43-- 4 ---4-1- 1 O .. E_I____--It— ----—*-* fl-Tr --7 1-- -4-- cv- m [ . ► I Ij I � r ► , i il I , Z6 ff WF T... I ; FIfi _._.;��— --j- W Urc 1... i1 11 • o il I _ _.:T. IU-1---- r .., -I i I i_ 4_._ ......- r ..,_ . ,_ illI I 1 I i I . . _ „ , i. , , l l col i li 1 0 , .- a i i a z II U i z i et I I . f _ R f ir I - - C111111111•11.1.1 ._ ________ : ii ,,.I aj : - r 1 ! r - 1 Om , I {. t l- 11.-- -L ...- -4 [i !IL td; - - — i ii i IW RIB II >-I � J I ; , ; NQW t. 2 Q C--- , . ;i:II 4.1":si aod w o_ TI N I I r w THtrTT ! _ ! I I ! mz c � LiiYi .. __ I — ----- �- - �—j- I fl-�--- --- _ _, w U o —1-- — � J i I J - �- -- - . � ' I . . _ I I © I ma W H I I---- -- i — D I I .. a I i u wI I F at i m I I U 11 ...1 z ii ----s-- — _ -__--r_-1--____- _-- . I —_1 f _s- + r or. O C. a yr I E z '7" -.' I F *, I I t II 'N ` z !: a -- I kJ ; I4.1 1 Id - -' r Q Ni i � � � . R ,3 Id Q y..w Nj 3 ~ yi' a R Q W — i O AP Na kr) I o 0 e C-Z a r` w I 0 I I a - 4 r -! - t --'I-L t--f-- - - - ;---C C^ Ill I I I Z U T w u cc 4 - - J �— } i - I- 2 t---Da . _ _ -- �— fi r 2 ° —fit -f— T — _1—_ a _D w an • I -a. J j Y u i I t-t -.---- - . .! I HJ1U w i. . I J.' F a —I H -1 S: • - I I O s �I, to s N• w !, O ' to Itfil C W Q.') N 0 0 St- . n V St. vi l I - - _1`j -I m > C 7 II- IST- }- T.-- - o Q en- II 1 I � ! I ow Z Y w U --- -T - - - •- - - j- y-- -- - -- --T--- - - --- ... ¢ I- —F t - - - -- - � m — -----.-} — _-1— 11. ■_11i M I ■ —0 g � -to __ - - _ _ �� - ■ �� —u w ■■ ■■■■■ ■■■■ CC F HI I w 2 ■■■■■■m ■■■■�■ a- , .. i i __r_ . rr Z ;' ■■■_■■■ I Lti N4 tii to Q - h —\., V W W W w �I v "~ ki 2 q o ., J �I & g10 cs a , ` —{— _1._._...i._- i ! .Y_ —L_ r--r--, - t we ‘Ai co co ( r i . 1i ' I I ItI ZY 1 1r 1 W � H i -I _; �_ {- O �"-I- -_--.� �— 1 L I • fri -- + 7 II . ] 1 I I I • i- Ill I^ I 11141 III { I I I P.I. W - - :Zit---- --4--- .--" — - . .. all " T■■ ■ i i ■ I -..... a —r— [ ' I u . ^m Z D I I W u zQ f_. .- a _____ _ _ -- — — —_____ ��__ C. E ����� :.:x d u I I11111111 I Ht i E F IlE I i , , --1/4t , } ■m ■■ L ■ n■ , i . 11 , , 4 i 1,7 ■ ■■■■■■ _■ ■■■■■■■■■■ ■ : �+ ; o ____ _■�■ _.___ ��___■_ I I I 1 • UI i I �� i d. � 1 •C I O 3 I : ; V cl J i t J v ' I i IAw ^ i Q i ~ J Q l...1I OM � v � I ; I ( Q • . p a in n) I CI r < wwtw vl ■■ ; C ■ n■■�n■ ■�■ z Ill WU ■■■■■■■■■■■ ■■■■■■■■■■■■■■■ X � 1111111 11 11111111111111■ 02 1111■■■■11■■ ■ ■■■■■■■■■■■■ r _. N w.ww[►flwwww► t■I .�� ���_����� =ww■ww �� U Cr W 1111■■■� ■■ ■■■■■■■■■■`� ■■■ az n 2 a Ft a ■■■■■■■■■■■■ ■■■nuuuu■■■■■■■■■y. '.. AI I F hi i• I - �� �w■� ��� Tim ��=�i��li I lit:pl N. tilklc Ii , � o alto q ? L N W o a 0 id [ - � � ° , q l o 2 n 1I i_ �' T —' m m „ , I I I 0 0, ,I J I I z, , I i i I I w - I' X I. C-1 r r-- � . i,. _ I _-- 1- __— — - w u r h } + I _— �I_.-H ,_ i I i II II i 1 — D I En ! I k '--------___H__L_L w — .__- ___ 1 —�" a V I ) I I a" z y I I U 2 a 1 ; - - ._—_ - I ....�.-___-_ rca f • r 1 I E i 1 I kap Q X ia w, I Qi I , 0 '0 ":\. W. OI Q I Q in I , w Q' W 4 I V U j^ O Q 'st ,J C . u IA ^ ! K O a O n w (O of til ^I III I I I , f 4 I I. ' ' k! �+r , F� ..'W.:--f til -. . ' n I o cam...0 - 0. �r :s c I E I, _1 L ! I - r—__1 0 Z Ci {� • 1I i � U _' I r m �(i cJ cal _��tir ..._ _ Ic.4"; 7 ' 2):llll ^ j •zo -44! • I I tT E , i . I 1 of m. 4 •: M I j l 4170 %"_i -: N Cp 0 CE_-- Cam- dS.—.i —._—r— _ ,t, v v z,, vit v v '-' %_' -4J • r a. j t..1 be — lil NV I I I r +�- � -- �'f —� � I I • � u I I I i C 14 I W l { S1 ! t ; 3 Il I J �o t... �l ' I 'i _ ! I_all, { I f f 1 a _.. I -_11 1• I il?411: !I ZI k nmil f l I!1 i Jp 'b u 3 4 ii mi; t i I w! 4 gr. _ _ .• _` 1121' i0,• " :I i'llssi, q u :c x x X R 4' . ! << :II ! 0 c0 fi In 2.a o m . a Q OI \ I I o Q 1 N ca d' IP •‘5 r- oa o- d vv� I ,� ti -+-a„-, ov .7-Aveff ,gyros,----."- II I , , I ou l ... F - I�-- ` .r—_--_ m to W W ( I I Ii Z Y W I X I 9 ° I I m ff � f I� (1-1l _ to <} �— � _ I- .� '--- I I ^ I —In i C N ao O' N, o ,� 1" a 0 _ L___._ Hi —_r—ri 111 a u iI1 I I1 j411 w I f II TIT II — er ° LL ii 121 ;, I [ I '14.4' r I I _ - y9 I 1-1- - 1 - 1 . 1 �f ¢ _it_ 1 ; 7I Ny ; : o N C N N Cd'll aI • 1 I ''' w N w, x x v °rAl 7 a x Q \���..'. NI `7 v"1 M a M� t1 �} 3 s 3 3 3 , - . ' I 3 I _ I o o Q:_ jl, 4o k x x . a ' It i, 11 I a 0 0 I I a Li C I tn It II J -4I t_i__L_ I 777 r l M W CI O Y Z W U III [ _— _— ._ I W U ii m I 47777 a I_v Et, I I aZ I 0 I I 2 a i -4,--TH I _ _.,_______ „ 077 4-- 9 7i d ., • I-� I I l H Irr ki r I I I _— !LI I IE a - _ _ — _ _— e I iW; r-I"A I 1 I h,: . I 31 a t.I rr 0I � . Ii V %0 1 e, I X “ I Cir I ijii ft (- " I N° 41 I C oil? W k 1v k a p e0 1,1 u .‘"\\ r —I cC-__ —�- m I I to o __ O I I D 1, Z o I —�I }- _ --ice! 1 ©',r-t Iy -_ ' __:-}� Ir I I._._i-_ Ir I V I I II I - zI I I ... �n b.. pa a v: cS_-`di II X71 -r { +—L-_ 0 o I I Z uti o m I I H — I -- C-- I I , rIl { r _ Il a I� J m W U 2 J1:9 �} -VII Ir f.. ^ cr r 1 rum C 1.1 Wl F I N, N; u g Nil 8 i I J s N v� iii V i a � vp I fl I ; J�� T k e� ,-/,'‘,I ,I 2' ti V ti Q - N. v H II � k QI ,I ,, ' w Vk & bjc V Iii \ V 4 1 in v WOi W 1� l v r o - cam} o • re aSi 1 I _tip - .- �MI I .1 �I — — --- to f �I ej } �- - m m z • ac • w W - _- I - _ - - i A� - x I m Y. o C.i . d` ! ? fr-- ' 1 .,•.-.... , VI , N i l''' a� 1r1iIH 1 Q o t `A M\ _ --a - N NN N N l'9\4 tv I _______ -----,---• _ `__ S j it- W Q ._:47E-g-----inn----.--IL .4'. Il W • i l I, I • N4 �t N4 kkLl��l Nr 43 N� 1 > b nl IA • res iA �, i l 1 , 0 a N o� �` N_' N I ,pilL) o t, , , , 0 .t 1- .; 1-4 . w. N! . 14 i `� �► _ ice' Ill !10 l' 1.11141 i )1cti,IA t'' VI k ‘t.1 V .,) 01 illtiQk.. � � � tit Hj Q �! 40i4- IW Ail v o� k• 0 - j NQ. v , • aQ4 � 2a � Q � g m � 'q`' V Q � i..0 0 °` 0 Si • - U N lI SC �. - _ N) _ H v -`1 -- N.0 c.1, r I `i m I O O W W I I U W w ¢ ( J _ . 1 _k �. -- L 0 rI L v. • r-I M UI N lTI — -- w e r■■ I I �a ktn-‘ % ��\ a\ 81 0\ !s\ e\ A N o� cl -.....i.--H •,..."--, u —■■■ a i a ( ^ G - _ ■� _ 1 -7— aR t p Li i �ll � N� 'ntl Nl` N v\4 \�iN� NlN\L �lljN�IhtlutllNlt t (I , 1 r\Zs .' -� Rail ., t\ j _ a\ vJ 1 _ t (• t Cr v) __ • fI S I - N f N.- 1->. V1 V) RI)._ ‘._t-.4_(-.1 �` t ' — ■-■■■ I I tJ �1r 1�,J Ial n VI W \t N C� Q 0 �I J a v ut ll I J I 1. W a , � 3 -� � r 3 � aU v� 3 I (IV) v .k .t 0 v Q4 P 0 v p 'l „' Q) I to �' 3 � � � v � OZ � "' .tom J 04 Q � �I�' IC) v a 3 3 11 N 3 3 q� a fi 1). 1.i Q. Q •) ' I � v) u . 4 1. � ‘ti3 q Q R tL U Q p • ` Q A C) III' o N s a ,^ r V1 m ■���uuuu u uu -- __--- u uuu uu _ _ l�■■■� � ■ _ _ s _ ■■■�■ 5 < �i■u ■ —C _ o ■■uuuu �'���u I u u u uuu I • '.u■■u■ z_ _- I ■■■■�■■--- __ ,, I - m> > ■u uu uuu u uuuu ■■■■■■■■1■■ ■r.:��■ i I ■ z Ld nnnn ■en■■■■■■ Wid CO - uu ■ ■ �a� ■■■■■■■■■ uuI i ■■■■■■■■ ■ � HH--HII I tn■n■■ ■ ■■■■■■w�■■■■ In_ ■■■■■n■ �■ I ^ • ■■� ■■■■■ ■■.■■�. , _ uuuu u■� u 0 • ,��■■ •�■■■ ■ ■■ ��V —��� uu u■■ 1■u� i u a `■■■■■■■��■■ ■■■■■■■■■■■■■�■■■i■ 11 111111 at 111111111111111 1 z ■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ a I I.-. uuu uuuuuu u _ _ uuuuu uu u ¢i • uuuuuuuuu u� _ �uuuuu� uuu ' c 1,1 uuuuuuuuuuuu uu uuuuuu uuuuuu uuuuuuuuuuuu uuu u��_u uu_u < uuuuuuuuuuuu uuuu u■uu 11 2 m E uuuuuuuuuuuu uuuuu uuuuuu u ■■e■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■'■■■'■■ 11■■1'■■■■■ ■ I _T I ` o z 11 1111111 ■■���Nm�n�_I o ■■ ■■■■■■■ ■■ ■ 11 `( N III h.1%u J , p N ly [ V> I! 11 I WWI Io Itak a w v � ialkis W 4 h N t .) way t - aw t ! • I-. Vtti) � " � VI S� a � `4 � � N kiN3 w m 12 o 8..... o O a H w N N v- O. v— 1 —SiI i ._ o r i � to _ i l �_�4 `S .P!L I— - 1 � 1 > > ;1 1 �— r— Uo d I II `�- I� , I m UO II I _ .-- I ‘T,4! .' Z 1 X I �. ..— 17 -L f._.. � � aa -I j 1 II I 1 Ii i--i I I I I ai I II o 0 i- ! LID 5 HTU ' '-r N'j i a-* II -;— N I — 2 a -T I 1 l `� ----- Pa tr W I. a I- $t Hi rcs I �� it 2 I -- ! , a C' Cr I LI 1 ----I I I II LL . 4 fr J 1 ' I , ' 51 c a- �� f �y d n 11 z oo --1 Ili V, 1 411 ; I I (i �: --.. v -, J K IS k0 J 5 ' N LI , W S I t' I Q V 6`� M IS 3th t ;k' . i l ��1 f\ �' w r2 I Ii1: ,w i • a CS-, V la's la n . N -1 t� C� i . ; t.. l I . t1 al 14.,, --.1.-:1---1:--- - I... I -.__ ..-i-. 1, • .. i. . I... _.._ 1 . _.__- . i � _ —w m I I I r' I 1 _ j I o °w p I ! I I I I I I i I i I I I { I • Z u t { f i i I I I ! I-. w I ; ilIIII III Ili I I ! ' I I I I - II ! ' ill ' I I I 1 I O 4PO I - -- I i.._ I �• I L. —t-1.-_ ' i.. L1 1. —bE-__!._ }_ I 1 f ' II ' 111 I • E11 { 1 • II H 41.4.1 'ef - ! I d, I i I I I 1 i I.i - H 111 = 111 I I II iill � llj ~ w 1-2 • j LL ix . ' • ••f { � a -j z ; I I I ! I I i i l I ~ t CI II ` , i I I ! Ij1 ! • 1 l j { I 1 ' I I I 1 1 1 i I am ' ' v+i i i I I j I I I I Vi I I I I li<\I • I ( iw f I ; 1.:. vl I t j I i•r� r i ! , t t I i t ,1 j j • yid ' III I I yl OI i� I I t tr �l � a : n i f: I I 1 I i I • I rt. 't I • • (1 - i i 1 I T - 1I ! I 1 1 1 1 ,•, ,I c4 ..., .0 1. i — >. Ili : ► I I I I """_ w w If 11 I nu Cr m � - .. - = - = ' • • rN ;; . . i • I : I o I .._.•c4 to tio1 1 I. ti. 0W 1 - i I i ~ ; I - i I I 1 I I 1 I i I ; i ! • I i I i I . c .... I — IIt1IH4 - — I ' • Ii i r' a I- 1 -.--L_',-....,....___Fr_i_l___ i----i- , : • __.____,...”........_ .• . • . i_, ,____ t I I i ! I I ! 1.1111- II III I ! ' �._. 0.1: i i I j ! I i I i j " I 41 ! j ! II I " IL. I I "C.. L3 l: , { i i ( ). `- a ---- `�- -4----- i I ' v 1. -- _. — i I —- � �_ T , loft 94 ' of lt I I ' I : I I - i . ' j `�`�� •V I I i ! III I I I + I t1) . 3� \ 4.t a.. ?l I I i . h.: l s ' • ,y • ., • j • �, I �' � �` �� `� �, 1 1 I I 1 I � � j I• • � i j, , 4 �I __ t;. •. '' y zN 4 ;ii �, , .c . RI vl a I � kil 1, ri i r I I I a Q 1' , S n. t I . I C I • I i .w. II1 l •` I _ ..... _ f. a t iI ' ll ••mammol4 t .. •-.'. , • I V ;J CSI G. - _ ,•I • r;..�_.' a� , ••••• . . : I _..,... -i I. I I I I i t I I I I i I 1 `. I I I °z Y :-1 I ! I I I I ' I I ' -�. w I • i__; ------ ..-... w U I _ - i 4'4EH • 1 1 I I ' 1 1 ; I 1 I ! I I I i , — ! I I I I I I I I I I i i I I I I I t04i , • I .• _01 x.r. 'JcL 2_ • LL �' : I I • ,. -'��—� I H-w--_� -._. _-.. ._.,._..I•----t---1-'-'-__ .-..�-'-. - -r---•----r-_..3-....-..•U W ' I I ! I 1 ! I I ' i -� I I • ! 1 I I ; i I i I I i I a - z i Ill ai I I { I I a D I I _4 d I i I ! I I ! W i I i ` I n I I I ; ._• I I I I I • _F-1-1-----i-- _.', I 11 I I ( t I • I I F i i l i l I I • I I 1I I I I I - cam ' ! i I I ' I • • I I • < . i i La 44 I I I I I I I • I I i i � I -, L r _ IL _ I { __._-- I I -�-.._ - • _ -I _ _ I _� L I . 1- I r_. J ,.. I I ' . i ! --T- • ; t -1--I---;- --f-- I L -`r - r I I I i ,t y I I 1 1 I I I I 1 I i I I I f — I I. ! ,b"` o� ,,• •n I I I I i I I 1 I f 1 I I I I • • r. 4" I s I !i • I • I I I ``C V� Cy, I • I I 1 I ! I ,/ `! I I I c • a,, I I ` . I • r... } !� •, ! , t [Yl , ! i i t1 v� ,•.1 1 � I f I I I i I l 1 1 . �\ � � , ' ; •inmIll1 W t,f '% I • . i : . , • ',. I i ..) I \111• , j I I i: :1/4'..*Ch il 411' v-I''. kl . . 1 I . . . _ I ; ; ; ! . : , • (r, , , . . , i I I , • 0 4 r 1 1 1 r�- - - te-' -_- ,1 I ,�, .�;i F ,..-Trte: ; . I I 1 i -I I �� ! ��' .�.�..; _ I • • : . . —� 1 . I I I j ,.I t i — Cw] i l l i l l I i i I 1 , 1 4. I I Z ill C t U i ! I I ._..- 1 1_ �-I I I-_--� I I I - I I x 1 LI r ? I..ffitTrt _I . . I I • i I I I I I I i i i I I I i• I I ! ! r I i I ; IIIIIIII • l ! . ` i1 . • 1111 I .. - I • .9 0c- ._._.. - _.... ? di- .. l - - CO 19 • O_Iy_ v' 1 .- _ - - i _ r -t- -0e ' 1 1 I I. I • I I . , I a ,_ I ,, ,Ai! 4, , , ..lqii I 1 I I I ' , i td J I t`1, Ii I I ' i i I. I L I I i 4 r.. Q - iii..�.I� I — ��-r I. I 3 I _�__ I- _.t._.. • .r.... -t_..... yl i • ilil � I i 11 I III I ;, Y� f I I I III EE I I 1 1 I ;:; •..., ,, z i ; ? I I I 1 ! ,., ` I I • 7 I• I I I t ; L� ILL-. -t- I __ l --I---� I i i • I i I L i OH II r i i- I 1 I I j I i rFrtt :I ! I �,�: 1 I I i i — a � i I• I . • ' i r•. t l .j.� • I , v}� I l I ' ; ! �l)i " 3 I I 1 1 I I I i I I I I ? I ! i I �. i e f� I i �. w 1. t�` 0: e 1 I 'v } { . �` I • I I i NI Wit+ U V I! I �kV i ' I i I I I I I ! ! i\ ! III m I !.. I i I I ,h. H:.; 1 I i . ' I �,1 I . . `. .ti ‘'4''' I l c.. I ll -HI a I I I I I I I • a :; ,� i ; I I i \ ••L WL in I I • , � . m { o Wa I ! — o w Z W U td ^' ! I I I —� - w U--_____L ,-__ 1 i o . . —, , , . , , ". , • " • . • .., __ __T. .,.._ _4__ i. . •- • „,_ . i • cii — Z1 _ _- ! H1111h1 I .tip I 1-� cc i I z Ai °-1 �, �+ a, °� u+ Qti �, 1°+ '\ a1 - - a j l O4 'o of o o v ' %\) Q Q,., c of w El -J - _ �.�R a w I - • w . i t I fs #ii is I i rzam F fi i 1 2 I �:e�.. r,! ` '� qkk, vIt•Att kAkj _ , a-�— �rN �' � M! c() `� O1 _w. `� ti .... I i rki 1� 1 I I ; . .,:i ,k— ,- I t'i • i •1 I '1I- .cL i v • ',sal L W o i [� `l Q • 0`) ku II.; _ II h v �' D v �L0 f , �a��'oft W V U QIQ1 Nlvto l LL 4J J Q a � � A q q 4� V W 4 A u �1W q ....... . u cS"- W W _ , , , . _ r _ . . . _ ____. _, _! -___-________________ ____, __ __. ___..____ _ „, ,_ , .__ _ ,N), Z r ,_,)- 4, F- 111 X I i ,. W It!LI O Li, U, i . :' , -: . ----,---i--,, _ ,._ i _________,.____i ..,____.,___ _ 1 ._ _ , , _ i I , [ . _ , , , I i 1 m u, 1 , `I „ �^ . , 1 1_QL__ i , L , , _, od mi of O1_3 _ OI tn_t4l 4__It_l_ a, _ i - �cro+ ._.(_ '_i_______ a U W � , , . L- Cr z ' I * �l °°‘ ‘ I 1 41,1 °A j% 4 ` tt IA a\ I E�1 I°‘ It% _ w � � ' i I til ` IQ `s' 4O� 4 L !r�I �•j� �lNi�� �`� �IO 0 Ei I rim I Y 0! r:71 IL Q F kr 3. 5,;02=5; i I 1 \' i i vti4 N ►uI,Q.w‘.1uQ 43‘!4( t'L WQiti`ki�elWgjti�1 ito:tzQ N4i 1. Y f ' �.� ' may, l � i i d`, Q _ I � c- ;a s , `1 ■!E • �'■ , i U !Iii ! tiI_ — s0► u . !V K) 0 LIN __ I.17' I( ••1$,c _11, ; 4 N IS:: �1 W — m K7 � L' N ,--% V 1_ i N I 717 \J Z v a N �`y e NN ` ka ' `s wWiW W � � •� �, a �. Q W +I ` a;III i cp N I i-...\•L;41 r � �' I � kk � M3 1 �; � 3J 9, to . y � Q Q 3 .`r;to ` ) txP .ti 4i,h :o , z w o 0 i Q0 uN- pI � Wwu) �uWWQ4? ku � N p 0; o of i D , ,,, 2 0 ES N H- 1 ' T frrr0 ri — ___ ____. __... ___ , \ Z. E ,_ . _. : __ E . z in "I'll •ca— , ?\I 1j ., :.13_,._cv._ ,Cl. O i L'1 1 �172 I l ttl- I S; � 'Q d �� 1 0 l-- iTt mom Qi a re i I 11 ion 0 g I __t—_. I — _-� �W h r l z tellINNIMIIII 3 • .�� I ; Q� �fk ‘AL-11kN� I ,14c LLl u�� I ' .n .� nl i 1 I j '` I I F �ciS wN. ' 1 N, a I ''•. �- o NN_51 ! I 0 Al ° I ! j -_ , • Ni I ^"' al i I� mi ? 3 ' p v 0 ...)Nv v f r• oJ Q sav �. `� WQ1,0 kii a mV JIN �� i- .' � v° nhXo � � '4 ITC _ _ : ; . . . a � •r' a ' I ! i I I I r I I ,_ i IHt 4 —�- -� ,- -I -�._ i' Th . l- • 1 I �i lU Q1 ! I l ; I , , o willI I Y m I l 1 1 I �. - i {.. i I I I ! , I ; . ! ? I 111 11.. . , ? i f I 1 ; ; I I I t . I I • l l •P, 1 14_,... ..._.4. .___:___.- ..:...u.:.:L.L.. .....62..___1_i___I____L_T__....;_* _. _......___.b__.;___,__i_.____I.._...1_.._j_i_ . 0) 06-_____;____;___ ---r--1- . . 4_1 [..1.. , i__1— _ i _1— _�_... ._ .9O • I ' FI i . LL D to — I ---, z 1 • I -;--F— a I I j . -t- ' I- r- -4 -- - ` '1a I i I I 11 I =-- _ I i —�- - - L. .o ! I ! � � i I I I •''? I I I ! I 1 i i :.. ' •y Z I I I ,4aw in •�' ! I . 1 C t I i ! [ I �' I I I ! I l ! I i I -�1 II j.0 I - I — L I 41 I . I I 1 ....,, ‘ V i i ! I � Ii i • I I I y i , I J t�Y jell) : F v • p I1• � I l N . I Imo, I 11 NC 7 I I 1 1 I f o I I D jj I cr D. CQI- wf.� I I , i . I i I , � • CO, ., l'. . ' --4 -I-- ' )- I w w I ° x m 1 I I I - I 1.T T _CO I1 1 ► iT-a I I t -shim lint.� - I — U W II II 1 dIc Q ; ` I i I -. ..5 _l_ 1 z I CI I f 1 1 i ' . ' - I 1 I i- I I- -IFT- re7, ‘•..to I I ‘ 1 1 i 1 i i 7 -, • •4 la Jr • I I i , I I . . .- ‘.- I [ i I I 4 iq v., ac . , Y 4 ______r z I _ t I( I AL ' t S i ! I I 1 — a t j I I � I I t 1 : 1. , 1, j 3)3 ': a U1 ; J • Q I I 1 f I ! I ' ; I I I : I Z* AC rlk I k ill "_ 0. u a. w I i -a 1 I I -IIIMID -__ 1 r__� kl a IuIf1t1'I.t. E:. ; .fl±.i 1 .. 1H.-T. __cr 1 "`. III l --I 1 i I I W a w 11/4 I I , I I I i w Y ` I U f I w I i j X I ; I 1 w U — ..._.._- -- — O0,, , a ! i I 1 I I `) I 1 I ' F II I i F ll II 1 Z D I 41/16m I ,.-TImimme I Ii 1 I 1 k Io , Li w '+: I iI I I ■■■■ I ■■■■ ' w F a i= r i ` Z I a i__ ' r�■���— °�1• ■I�■�� i I — /r'�o CpI 1 C't OMR F I !" i 1.1 '• 2 liallIMMOII 0 )• : IA I I - I i ;I I — i L. . . •. •,• l 1 I I • . , - J n I I lig J ,N 0 ‘O 2a:,, _,_% xpi i W .... I: alb. .. _.- I. C _ r--- o ----.-----•---. --- .. . ......a-----�-- ---- - . . ... .•- --- .- ._. _.. ° a l w W a Y z ` w 4 i I X Y to u a --- -�-_____._H-.,_..___. ___._-_ m 11 I I H II, t I i'I."-- i --cr-" —VT .-4--1---t-s-- ! 1 0 • ""' � � — I s 12 . - �, , I �— � a is•c. — fit.-- - I,i_____ I _ . —. U W I ' cc F I a r = r j j f , Lt inimpiLi i ' , i . i — u ��s,,a f i h I'3 I VIA I tit e+ I a I \ • '. '1 • ) � 1 ,, , , \ . A , \ I 'I \ .J 4 — 1 I I I p1 AL. O f - . I - • ( t...-1, .. I ,s s I d .. �. o 'J n I`e i I• (! i r; '-• w J •'A i' C-- <- .c--1 9: c- -,� �I .c- ` ^ I .yl .v: C1 c-•1 C't \ . k. I „.-...i 1 ...1 j A. \I A •£ 1. • i j 41;I 9j • .* e Q t vn L NI a. Q 4 %I} W ( N 1 \J1 lV Vn t ~ _(1 0 ` ,i 1, ,` 1 S\i F �11i N.. N. `-4 l"7 l i�iIIJ � ��tt pi gym. .43 ,44 A4 14•C - -- li 11 T I4- ii, i. . IJ II� VT Q ` ` ^t q 14j .z. ` 4 e 4 r - - S' I ::: g `Iso to v 11 j EC) a .%t. Li W m _. { tt I I i 1.j tit 2 i w I I- w , _ b _i_____' 4 • 1 -- W u Fe t- I 1 I q 7 I - F.� V W I I I I I l ; I Q I u t I C 1 _ 11kZ 4 a } o r ' 1 I ' fit , ----- •: r ' I1II I . Ii I : . 1 111 P� I c: ... ,iz• T i ._ f 4, , . I I ti I �I Si '�f I ! ai �' �' II L T W - — - I Cr S r _ ar- .4i I I r I s t ' N 1 I i ► _ ! , i I -- - , C. 'v . v I I j '�}, 1 I I i � , a i'l :. , , ' , �. 11 / M \C) i At i i W I ' tki' J w Ni s rI , j i.. IE s + h N 4 o in• NJ III 41 i H ;2� orn ti t'' M N}- v o (., ......., Q. CIS . I • W ( N S�_ - v 7..itC:)--i) ' s :::NO-IY1-6 w - - __-_ __..-_. ._._ _. ._,..-. _• ■■■■■■�■■■■ I i U L La uj' ■ n■■■■■r ■ X W U O � �� -_.. _ ��-- .-- t—.-._ .._..J.-.—f_..�. ._. ._.. ___ - - E^ �� - - - - - i. I i II 1 ' � ' ; I • • N • ._ d_�_ __r-. _ -- a'_ 0 o _ __ : � �_ ._.- - W ■■■■■■■ ■■ �■■■■■ I, I• ■■■ IXz Hsi `4> iv % L • i I r - f/ ]QI i -' - • H i - , - ._._■■■■■ 3 I I F ls,!-I k i H F . r- 1. I �', � _ I . , I I f1.. kf. ) , i L i 1. a .l i iI 11 1 fr '} W --, N v\ 4i I Ito 3 k *. `rte ti � ''.1 i W tO y N \ 4 . -. .H . l i I R I P —Y•[...... i `ii • I ! I L x o XII I X I --�-_ —a- • I • ! _..--- - - l_ i. • , , _:_ ,T, ... ' i I . ..., . .. ..., . . , .,. : . ..4 .• . 1 i I , , • o I i D _.______1. ._......R. a r _.• c !Q .i. o ..;. ..,_ 4__,_ ___,...... __ i i I I � ( r 0 o � --- 1--, . (}�.V I ,() F tJ I • 'a ---inwriumml 1....„..____1 c. """-• 1 i ' II I 1 I ' i a III ' _ 1 u - ' - I I ! - , ,sR 1 C _ rfs..w T ii Z • I �1 i ( ! ! i I I v, °JI ! I i I I i r- ,1, ► , � � ., ,... . i. , '- Li , .i , I I { . : 4 1 N' 1 �� c, 0 ' . I I 4 I r- .c k, ' 1cv I�G 0 • ft'A 4 I. x I m :1. v m y ' O i • � , i . :J - .Q 4 '' -. , r- ,... _., , c.,, ,.... .. _ qi„ , -, , v 1 lill.: III • . \it. q 0 0 O . R-. N f l 1 a HENSEL PHELPS CONSTRUCTION COMPANY HISTORY, POLICIES, OBJECTIVES This brief outline is intended to introduce our organization; its background, its resources, its objectives and policies. We are experienced general contractors/construction managers engaged in building, heavy and utility construction. Our company was established in 1937 by Mr. Hensel a Phelps. Until 1948, Mr. Phelps specialized in remodeling work, homes and grain elevators. Competitive contract work was first undertaken in 1948, and volume averaged from $250,000 to $400,000 annually until 1955. This business was suc- ceeded on January 1, 1955 by a general partnership of Hensel Phelps and his son, Joseph F. Phelps. Mr. Hensel Phelps retired in 1958 and his remaining interest in the company was subsequently purchased by Joseph F. Phelps, who continued as President of our company until June 1, 1975. Mr. Robert G. Tointon, who was Oper- ations Manager and Executive Vice President, succeeded as President and General Manager of our firm on June 1, 1975. It is Mr. Tointon's objective to continue to build a construction company of superior strength, competence and reputation. .. Our policy with respect to owners, architects and their representatives recognizes that there is always a surplus of good construction management firms competing for the privilege of participating in each major project. We cannot expect to earn the a degree of client confidence and acceptance required to obtain our objectives if we are merely "good" construction managers. We are, therefore, resolved to provide a degree of performance which will consistently exceed the qualitative and quantitative contract requirements. Our policy with respect to subcontractors (and material suppliers). provides that we share our work only with those qualified firms submitting the lowest responsive bid prior to the bid letting time. The patterns and combinations of subcontractor avail- ability, capacity and interest are constantly shifting in response to the size, com- position and geography o the job, as well as competitive conditions. We must rely heavily, there ore, on tia good will, support and respect of ALL subcontractors and suppliers. Our policies related to bidding, purchasing, job management and prompt payment of obligations are therefore based on the standards of ethical practice and fair dealing which have earned, and will continue to earn us, the type of subcon- tractor relationships without which we could not hope to attain our stated objectives. �. Hensel Phelps Construction Co. is one of the largest general contractors/construction managers in Colorado exclusively engaged in construction. We maintain general cor- porate headquarters at 420 Sixth Avenue, Greeley, Colorado and have district offices near San Francisco and Vancouver, Washington, plus an area office in Dallas, Texas. The company is presently engaged in the construction of approximately 60 projects ranging in size from $1 to $38 million, and is located in nine states west of the Mississippi, Alaska and Georgia. Our company has adopted a single word slogan by which it measures its own effectiveness and by which it seeks an opportunity to be judged: PERFORMANCE! G R E E L E Y, COLORADO SO B 3 1 1/33r POST OFFICE BOX 0 - OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE - AREA COPE 606352-6565 HENSEL PHELPS CONSTRUCTION COMPANY The Hensel Phelps Construction Co. is one of the larger purchasers of construction materials and services in the western United States. Due to our volume purchasing and prompt payments for services and materials, we are able to expedite the completion of our projects by having the full cooperation of our vendors and subcontractors. �. The Hensel Phelps Construction Co. will prepare the bid packages for the various systems, subsystems and phases of work. All proposals received will be summarized, tabulated and compared to previous budgets, and submitted to the Owner for final consideration prior to proceeding with any construction operations or commitment to suppliers and/or subcon- ... tractors. We will competitvely bid all work activities on the project. ^ The following pages indicate some of the prequalification methods and purchasing options which would be used by Hensel Phelps Construction Co. -- for proper project purchasing control to assure top productivity and quality of workmanship for this project. GREELEY ,E E L EY , C O L ❑ R A ❑ O 3O6 3 I ^ / POST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 5I%TH AVENUE AREA CODE 303 352-6565 • HENSEL PHELPS CONSTRUCTION COMPANY PREQUALIFICATION AND PURCHASING We feel that all material suppliers and/or subcontractors, from which contract proposals are solicited, should be evaluated, and prequalified well in advance of the release of bidding documents. When setting up the prequalified material supplier and/or subcontractor listings for the architect/engineers and owners approval, we try to evaluate the following items as required for each firm and specific item of work. 1) Performance record. 2) Similar work experience. 3) Current and projected work loads. 4) Personnel available for project work. 5) Quality of work performed in past. 6) Financial strength and growth. 7) Safety record. 8) E.E.O. policy and programa. The following procedure will be used for prequalification and contract purchasing (the details of purchasing options available are outlined in the next section) . 1) Review master plan, and all available contract documents, to determine the scope of work involved. 2) Review all available scheduling information, and prepare a preliminary work or delivery schedule. 3) Review project scope with trade and manufacturing organizations, to get listings of potential bidders. .— 4) Advertise projects, and ask that interested bidders for specific items or phases of work request approval to bid. 5) Prepare a preliminary proposed list of bidders, based on our experience, as well as items 1, 2, 3, and 4, above, from which we will request specific prequalification data. 6) Send out standard format prequalification statements, to be completed and returned by all proposed bidders. 7) Review all prequalification data received, and tabulate and record same. \\ G R E E L E Y , COLORADO S O S 3 1 ^ /3 POST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 303 352-6565 HENSEL PHELPS CONSTRUCTION COMPANY HIM Prequalification and Purchasing Page 2 8) Prepare a proposed list of selected bidders for each specific item of work, or phase of construction. 9) Submit the prequalified list of bidders to the project architect/ engineer, and owners, for approval. 10) After approval is received, send an advance notice, schedule of work, and scope of work outline, to only prequalified, approved bidders. a 11) Assist the architect/engineer in the preparation of bid packages for specific items of work, or phases of construction. 12) Forward completed bid packages to all prequalified bidders, along with specific bidding instructions pertaining to that item of work. 13) Receive all proposals, and make preliminary tabulation of same. 14) Procure any additional breakdowns and/or data required from bidders, to make proper proposal comparisons and evaluations. 15) Prepare final tabulation of proposals received, and request approval of the architect/engineer and owner, to make a contract award after approval is received. 16) After approval is received, send a letter of intent to successful bidders. 17) After approval is received, advise all bidders of the status of their bids, and the relative position of same in writing (no proposal amounts will be released) . 18) Handle any final subcontract and/or purchase negotiations with successful bidders. 19) Prepare contract format and contract amount, for final architect/ engineer, and owner's approval. 20) Issue contract or purchase order to contractor or vendor, after approval is received. 21) Issue written notice to proceed to contractor or vendor. G R E E L E Y , COLORADO 6 0 6 3 1 04„. POST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE - AREA CO0E 303 352-6565 HENSEL PHELPS CONSTRUCTION COMPANY PURCHASING METHODS AND OPTIONS I. Pre-purchase materials for assignment to contractors: (Options available) A. Pre-purchase standard material components for single phase of the project, when time is a critical factor, by competitive bid methods. B. Pre-purchase standard material components for the entire project, when time is a critical factor,by competitive bid methods. C. Pre-purchase standard material components, to maintain uniformity of design and maintenance control, for single or multiple phases of the project, on a unit price basis, for delivery as required. D. Pre-purchase standard material components for the entire project, to get price advantage for volume purchasing on either a lump sum or unit price basis, by competitive bid methods. II. Direct purchasing of materials: (Options available) A. Single phase lump sum purchase, by competitive bidding methods. B. Multiple phase lump sum purchases , by competitive bidding methods. C. Unit price purchasing, by competitive bidding methods, for single phase. D. Unit price purchasing, by competitive bidding methods, for multiple phases. E. Negotiated lump sum amount, for single phase of the project. F. Negotiated lump sum amount, for multiple phases of the project. G. Negotiated unit price amount, for single phase of the project. H. Negotiated unit price amount, for multiple phases of the project. �� /�{\pr� G R E E L E Y , COLORADO B O B 3 ^ 1 .77t POST OFFICE BOX 0 OFFICE ANO WAREHOUSE AT 420 SIXTH AVENUE AREA 000E 303 352-6555 HENSEL PHELPS CONSTRUCTION COMPANY Purchasing Methods and Options Page 2 III. Subcontracting for assignment to contractors: (Options available) A. Subcontract a lump sum for a sub-system division for a single phase �. of the project, by competitive bidding methods. B. Subcontract a lump sum sub-system division for multiple phases, to obtain the lowest price available for volume purchasing, by competitive bidding methods. C. Subcontract a sub-system division for a single phase, on a unit price basis, by competitive bidding. D. Subcontract a sub-system division for multiple phases, on a unit price basis, to obtain the lowest price available for volume purchasing, by competitive bidding methods . E. Subcontract a sub-system division for a single phase of the work, by a negotiated lump sum, or unit price basis. F. Subcontract a sub-system division for multiple phases, by a negotiated lump sum, or unit price basis, by competitive bidding methods. IV. Direct subcontracting methods: (Options available) A. Subcontract a lump sum for the entire building, by competitive bid methods (normal general contractor concept) . B. Subcontract a lump sum for a single sub-system, by competitive bidding. C. Subcontract a series of related sub-systems or components, for a single phase, by competitive bidding. D. Subcontract a series of related sub-systems for multiple phases, to obtain the lowest price available for volume purchasing, by competitive bid methods. E. Negotiate a subcontract for a single sub-system on one phase of the project. G R E E L E Y, COLORADO 6 0 6 3 1 !J, POST OFFICE BOX 0 OFFICE ANC WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 203262-6565 HENSEL PHELPS CONSTRUCTION COMPANY Purchasing Methods and Options Page 3 F. Negotiate a subcontract for a single sub-system on multiple phases of the project. G. Negotiate a subcontract for a single sub-system on multiple phases of the project. H. Subcontract a series of related sub-systems for a single phase of the project, by competitive bid methods. I. Subcontract a series of related sub-systems for multiple phases of the project, by competitive bid methods. J. Subcontract on a unit price basis, a single phase of the project, by competitive bid methods . K. Subcontract on a unit price basis for multiple phases of the project, by competitive bid methods. L. Negotiate a subcontract unit price for a single phase of the project. M. Negotiate a subcontract unit price for multiple phases of the project. In general, the itethods of purchasing will be determined after taking the following factors into consideration: 1. Engineering and design time. 2. Fabrication and delivery time. 3. Installation time. 4. Time relations with other elements or sub—systems. 5. Special skills required to perform work. 6. Special equipment required to perform work. G R E E L E Y , COLORADO 8 0 6 3 1 y�J. POST OFFICE BOX 0 OFFICE ANC WAREHOUSE AT 420 SIXTH AVENUE AREA COME 303 352-6565 HENSEL PHELPS CONSTRUCTION COMPANY Purchasing Methods and Options Page 4 �. 7. Relation or interface with other components or sub-systems. 8. Volume of similar purchases of components or sub-systems to be made. 9. Cost relation factors, per various purchasing methods available. 10. Availability of qualified component and/or sub-systems bidders. 11. Volume of purchase and cost. GREELEY COLORADO 8O631 pm - POST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 303 352-6565 Q carxi??^.;;: ;'...'"—' .N» = 2•; .:rss".tk` . PS CONSTRUCTORS STAFF NEWSLETTER .• • za • d`' ,. :, . ,. fan 'ey4..a-�'^S•'" R.s.4.4_ ..,k .._ • . ' :.M1, ,...; .>..«Y ti:... . ,' �p*al� _..,..rb --` �''w'4 ' • .. ■ • ::::;z:: 4 «,saw- %* ' : .h. • . . . ,,,..„.-.7....... n _ V�� `ti nit « ���'T.'1' ,:;'? !: KODAK COLORADO has put more than 23 million square feet under roof at Windsor, Colorado,with Hensel Phelps completing the construction. ('L' ' ,?( The industrial development,first film manufacturing plant outside Rochester, N. Y.,includes 650 acres. ^" tItr Kodak Colorado — 4 , qj. HP's Role Past and Present ry ` w 5,',4.4-.:; An impressive 2.5 million-plus these buildings are the various with steel deck and concrete second �:- t" try! square square feet under roof has been utility buildings, power plant and floor and roof construction. The ' as completed by Hensel Phelps at securities buildings, plus utilities, finishing structure will have 343 , - ei f^ 4.1 Kodak Colorado near Windsor, railroads, streets and parking caissons,3800 tons of structural steel r: �^:... .^ ° .,.,�'?: Colorado. Since October of 1969, HP lots . . .an industrial development framing and 25,000 cubic yards of �'r.„: .••!:: ... to -r 4;:i.: has built eight major buildings and which covers approximately 650 concrete at its completion. i44-.0*. several smaller service structures acres. Structural steel erection was . �« y„ KtL-r ' at Eastman Kodak's first film HP continues its role at Kodak completed on August 10th, ... 3.1 manufacturing plant outside with the construction of a new approximately 8 weeks ahead of ;»..s �'•J Rochester,New York. 515,000 square foot Finishing schedule. Finished on November <..:sK;' ,• r A,�.cS Building C-15. This latest Kodak 16th, the 750,000 square foot of roof i S •- !g. The following buildings are now project, started around March 1, and floor slabs work was y„. n, _ in operation at Kodak: the Base 1976, utilizes the fast-track method accomplished 12 weeks earlier than "" 'T,s7,• ;',4:: Manufacturing Building, which of construction.Contract awards are scheduled. The HP project was `A°' produces Estar film (a transparent being made in various stages for approximately 40percent complete ii cu`:.. P g PP Y .:. «^' a flexible sheet upon which light- different sections of the building. as of December 1. a4 ,6t: ge' �' ? sensitive photographic emulsions There are four completion dates With an architectural ,us e• are coated); the Sensitizing which release the new facility to the appearance matching all previous �` Complex, including the Emulsions owner in stages,the first date being HP-built Kodak facilities, the C-15 ._ ss Building, the Quality Assurance June 1977 and the final completion is Finishing Building will be occupied i9!i :i: Building, and the Sensitizing scheduled for July 1978. Various by several departments of Eastman ,; »r .. x.• r. Building (where the emulsions are items of service equipment, Kodak including various shops, `" applied to the base sheet); a mechanical rooms, outside utilities training facilities, paper processing t a,,- : Warehouse Building; Finishing and site work necessary for building and offices. > 4i` Buildings (where the sensitized film functioning are included in the Job personnel include Fritz ' is split,spooled and packaged); the contract awards. Rohn, general superintendent; , ' rE„-Et. Plastics Moulding Building (where Kodak's new facility is a two- George Yoder, project manager; - y' ^�t . r-• the manufacture of film cartridges story rectangular structure, Leonard Plank, area a .„74:1‘.-- is accomplished);' the Lithoplate approximately 660 feet by 360 feet, superintendent; Harold McAuliffe, ;k,,' -a..- Building (where the metal plates with a one-story wing addition to masonry superintendent; Karl }' ''` used in lithographyare Buildin C-11 Truck Dock. Schmidt, project engineer; Jim ' - - Az Building P j g ' y ` manufactured); the General Office Construction consists of drilled Albertson, office engineer; Bob ,,§1''-. Building; and the Distribution Cen- caisson foundations and a Daniels, field engineer;r and Mary . ter for the entire plant. Along with fireproofed structural steel frame, Cody,secretary. ` o • I I 1976 Fiscal Year Breaks Records ; 1977 Down At their annual meeting in September, money to mass transportation. In most Pope's direction, is expanding our search HP stockholders were pleased to learn that cases there is still a surplus of office activity. the value of their shares had increased building space and warehouse space.Most The longer the slump continues the more in fiscal year just ended than in any industries are still proceeding cautiously better the chance for a sharp upturn. We previous year of the company's history. with plans for capital expenditures. The are continuing to look for ways to The work procurement rate during that state and municipal governments have strengthen our organization to insure that year was also maintained at a record pace, found that their revenues are not we will be ready to capitalize on the and we began the 1977 fiscal year on June increasing at a rate to keep pace with opportunities available in the upturn. We 1st with a record unbilled backlog of $165 inflation and the increased demand for have the most experienced team that we million. services; therefore, they are reducing have ever had and our capacity to manage However,the work procurement rate in capital expenditure budgets. There is a work efficiently is at an all-time high. the first five months of fiscal year 1977 has limited number of dam sites remaining We should remember that a relatively been slow and HP's unbilled backlog at the and the environmentalists object to most slow period can be used to review,upgrade end of October was approximately $130 of those projects. and improve our effectiveness as million.It appears that the next 12 months On the positive side, the surplus office individuals and as an organization. The will be the most difficult period that we and warehouse space continues to important thing is to come out "on the have seen to procure profitable work. The decrease and there is some increased other side" of a difficult period fully architects' and engineers' backlog is activity in small commercial work with prepared to capitalize on new contracting generally lower than it has ever been. financing available for economically opportunities as they arise. Now is the Around the country,highway budgets have feasible projects. We are continuing to time for each of us to ask ourselves what been affected by inflation, slower than look for work opportunities outside of our we can do to improve our own normal increases in gasoline tax revenues, regular "bread and butter" work types effectiveness which will help our "team" and the siphoning off of highway trust and areas. Dick Humphries, under Jerry achieve these objectives. Northwest District Review I Missouri River Bridge Under Construction Operations are under way at the The $2.5 million Huson West Bridge HP's$2.3 million Drexel East and West Northwest District's Missouri River project, west of Missoula, Montana, is Bridge projects are now complete near St. Bridge in Rulo, Nebraska. In late complete except for a small amount of Regis, Montana. Art Venable has been September approximately 4 million painting work to be completed in the transferred to Atlanta,Georgia. pounds of structural steel arrived for the spring. The second of two cofferdams is construction of the$6.6 million Burlington now complete on the$1.1 million Superior Northern Railroad Bridge. An additional West Bridge project near Superior, 2.4 million pounds will arrive in March. Montana. It is hoped that the pier will be Construction of this HP-built bridge is complete in time to erect the structural steel before the high water next spring. unique in that the existing railroad bridge will be totally rebuilt while maintaining Joe Borovich is the project engineer. railroad traffic. Also, piledriving May finish date equipment had to be designed and fabricated specifically for this project. seen for Meridian r Ron Wright assists Superintendent Ted `. ' Aadland as project engineer at the } As — _ swing-span bridge lyBurlington Northern Railroad Bridge site. TT.1�NN° b ", Work is progressing at the Tri-Met f Work is progressing on the Meridian Transit Mall in Portland, Oregon. There # Alio Bridge and Approaches near Meridian,have been several personnel additions at - _., California. Completion date for the cable- Iv the 510.9 million metropolitan t - ar stayed,swing-span bridge is scheduled for beautification project. Mike Latimer is ' - May of 1977. Being built for the California presently an area superintendent at Tri- I aj, .. Department of Transportation, this HP Met after completing the LaGrande project consists of a five-span steel girder ^ Bridge in Oregon. Del Brasier came from `: 4' �e bridge across the Sacramento River. Two 1 • ti. of the bridge's spans are cable supported Colorado to be the property owner � � and will rotate open 90 degrees to allow coordinator. Rob Monson, assisted by 3/'' Steve Elam, is handling all project ill "'4 I commercial navigation of the river. surveying and Dennis Tolls is in charge of ♦ • .. The contract amount for the Meridian • utility coordination. Al Garrison recently p + , pined the Tri Met staff after completing ,” Bridge project is$5.3 million.Personnel on I P g ..i tuL, ,,il vn�.iki;,-.1 #,p»,,, ` }, the job include Richard Mulligan, project �+, the Eagle River project in Anchorage, manager; Barry Peterson, project ' Alaska. Bill Striegel and Bob DeSpain superintendent; John Trull, project i continue as project coordinator and MISSOURI RIVER Bridle at Rule, Neb., is a engineer;Paul Floyd,piledriver foreman; superintendent,respectively. unique project in that the existing railroad bridge will P pct y• be rebuilt while maintaining railroad traffic. and Henry Keefer,labor foreman. . ............. _ n Leo Schultz Wins $500 in "Bonds for Gimmicks" EThe award for the best idea submitted sleeve by taking a scrap piece of 2x4 and Paquette,superintendent; Leonard Plank, during Fiscal Year 1975-76 went to Leo wrapping one end with felt and duct tape. engineer; and Mary Schmidt, Schultz,winning him a$500 Savings Bond. The 2x4 was then placed in the concrete as superintendent. Providing a temporary handrail system at required. After the concrete had set, the Three ideas have also been awarded a llslab openings and at the old building 2x4 sleeve was removed leaving the $25 Savings Bond for Fiscal Year 1976-77. perimeter at the State Judicial jobsite, desired opening and handrails were then They were submitted by Mary Schmidt, Schultz fabricated a removable, reusable constructed. superintendent, Bob Forkner, super- Schultz's idea was picked up by the intendent, and Larry Myers, cement Bonds for Gimmicks committee which mason foreman, and Bob Darded , I Laneport Outlet reviews ideas of employees who use their, superintendent, worked together on their ingenuity to save the company money saving idea. Complete; Granger g y p y money. $ illWa Started Congratulations to Schultz for his Mary Schmidt submitted the most Spillway temporary handrail system —judged the ideas from people working under his ■L best idea for Fiscal Year 1975-76. supervision, excluding his own. Thanks is Work is complete on the Laneport Thirteen other ideas were selected by extended to all supervisors for submitting Reservoir Outlet Works near Taylor, the Committee to receive a $25 Savings ideas to the Bonds for Gimmicks irTexas. Started in January 1974, this $5.8 Bond for the 1975-76 campaign. Of these Campaign. million project was completed in June awards, four employees submitted two Nine of the above ideas were included 1976. HP crews placed 25,000 CY of winning ideas each: Floyd Scofield,metal in the "Methods Books" last March. The concrete, 3 million pounds of rebar and shop foreman; Larry Brogan, assistant remaining nine ideas are being distributed tinstalled the gates, liners, piping, and superintendent; Leo Schultz, carpenter for inclusion in your Methods Book. The operating equipment. foreman; and Fritz Rohn,superintendent. goal is a minimum of 20 awards each year, The outlet works structure will regulate Winning a $25 savings bond for one idea so you are encouraged to submit your cost- the normal flow of water out of the lake to were: Henry Baker, superintendent; Roy saving gimmicks. They are worth money rbe formed when Granger Dam is Dunn, carpenter; Jerry Rhodes, welder; and everyone is eligible for the Bonds for completed. Granger Dam is presently Dave Schultz, carpenter; Lonnie Gimmicks program. being constructed by J. D. Abrams, Inc., who has subcontracted construction of the '-' " \ iii t -- Iemergency overflow spillway and the r l outlet works access bridge to Clearwater iii'% i,z z Constructors.This$6.2 million subcontract w includes 65,000 CY of concrete and 6.4 `'_ ' million pounds of rebar. Completion is `'`� ✓ I" -, Tscheduled for June 1979. z HP personnel who completed the outlet 4'� ""'� •�,. works project and are starting up the — IGranger Dam project for CCI are: Bill d ® �` iyv . Y Bennett, project superintendent; John \ /� •` -Alit Stark, area superintendent; Fred Wade, �, Oar z,w Leo Hoerig and Johnnie Naizer,carpenter "/r' a��;;g foremen; Henry Johnson, finisher r , ' - `_ t�!% ' S Tforeman; Larry Matoska,labor foreman; t i. °, Neil Ingallis, Connie Castro and Buddy ti T Bond, operators; Chuck Parker, project „; 1 " , ^' engineer and in charge of mechanical ",1 F rwork; Jerry Berry, quality control ,t z a engineer; Mice Mazoch, office manager, ' and Dave Pedersen, project manager. NITROGEN CONVEYING lines and holding bins in the Jet Mill Room of IBM's Toner manufacturing line are New additions to CCI's Granger Dam staff installed. The Ss million project at Niwot,Colorado, is nearing completion. Iinclude Frank Faust, field engineer, and Johnny Yates,office engineer. $8 Million IBM Facility Nears Completion IHP's Jessie Provost Featured in Article Construction began October 1975 on a main function of this facility is to new supplies manufacturing building and manufacture the black toner that is used in a boiler expansion building for IBM at IBM reproducing equipment, along with ICongratulations to Jessie Provost for Niwot, Colorado. Hensel Phelps' original the teflon coated carrier agent. the recognition she received in the contract of$5.3 million did not include the The two new IBM structures are November 16th Denver Post. As an HP equipment installation and hookup, which complete at this time with one production project engineer for the $10 million was awarded later, increasing the line now in operation. Hensel Phelps will Colorado State Judicial/Heritage Center contract amount to over$6,000,000.00. turn over the second production line in Complex, Jessie is making her mark in a mid-February,1977. traditionally male occupation. She is a The new manufacturing facility is a Jerry Morgensen is the project graduate of Colorado State University and structural steel building with insulated manager for the new IBM facilities. He is began work at the Judicial/Heritage metal siding and precast concrete assisted by Dennis Gustafson as jobsite in March. Hopefully, Jessie's exterior. It has 30-foot ceilings and the superintendent, Randy Barr as engineer, example will open doors for women in total square footage for the warehouse, Jim Harmel as carpenter foreman, Bob construction. We are glad to have Jessie manufacturing, support, and unfinished Elliott as ironworker superintendent, and Provost with Hensel Phelps. areas of the new building is 87,000 SF.The Shirley Harrison as secretary. 1 Denny Creek Bridge Project I Unusua I Construction Technique Used by H P The Denny Creek Bridge, located on utilizing its peculiar construction stripping following placement of concrete, Snoqualmie Pass approximately 50 miles technique. such a schedule will be challenging and east of Seattle,Washington,recently broke Due to the climate of Snoqualmie Pass, highly dependent on the systems ground. Due to environmental. which averages in excess of 30 feet of snow developed for form work. considerations at the Northwest District's every winter, the project will be closed Ralph Peabody is the project new job, the use of ground bearing down in late November and reopened in superintendent, with Jerry Barnhart I falsework to support the box girder design late March or early April of 1977. The assisting as concrete superintendent. Art is prohibited. This requires all support to superstructure, in order to be built in two Holmstrom and Jim Watterson are the originate from the structure itself, either construction seasons,must cycle one span engineers and Jodelle Lamb is from the concrete piers or a partially every two weeks. As two weeks is secretary/timekeeper. The project completed portion of the adjacent normally the cure period required before manager is Cliff Holman. superstructure. To accomplish this, a large steel truss will span from the end of STAGE 3 CONSTRUCT ION STAGE 2 CONSTRUCT the adjacent superstructure over a OF CANTILEVER SLABS --- TOP SLAB concrete pier as support for the concrete �53'-B3/q° / box girder. The truss will weigh approximately 500 tons and will be capable of being moved under its own power. The truss will include the formwork for the / 91 soffit of the bridge structure, as well as a t pair of overhead cranes for the handling of ;TAGS 1 CONSTRUCT WEBS concrete and construction materials. /�_ 16' J, AND BOTT. SLAB- II-- -i I In recent years, only a few of the innovative construction techniques POURING SEQUENCE firm' primarily in Western Europe have been used in this country. It is "r becoming increasingly common,however, J to bid on bridge projects with multiple SPAN 1 SPAN_2_ ,J 20 SPANS TOTAL options, sometimes involving totally tae' TYPICAL different techniques and construction i 7 materials. Normally one of these options POUR STAIF 2 Pou STAGE t involves one of the new European —c - - techniques and more often than not that I T technique has proven to be the most \1, f economical. _jkL_ The $11.4 million Denny Creek Bridge I i will be the first concrete box girder I.F3 s__. I structure under contract in this country TRUSS POSITION AkI- I I Clearwater's on the Move — to Houston Clearwater's Austin Office has moved Weldon Biberstein, Victor Contreras, Navarro.All work should be completed by to Houston . . causing many personnel Jerry Glidewell and Bill Mayfield. Leon next Spring. changes. Kenneth Wilson is now Wimberley, George LaFosse, Manual Concrete work is under way at the 1- superintendent on the New I-10 Bridges Contreras, Victor Reyes, John Ewin and $148,500 DD Ranch Dam Outlet Works near Project in east Houston. Assistant Larry Abrams have all followed CCI in Rosanky, Texas, which is under the i superintendent on this$6 million job is Bob their easterly move. James Domel heads supervision of Jeff Creel. Wild African Massey. Transferring from Austin, Mike the field engineering and Lauretta game are arriving at the ranch and David Goertz and Junior Hall are foremen on the Hawkins has transferred from the Dallas Vidaure and his crew are also busy new I-10 Bridge Project. office to become the Houston project building wild game guards. The $4.2 million U. S. 290 Bridges secretary. Out in west Texas, Gary Marner and project at Houston is headed by Ron Tom Tietjen are completing the last decks �- Choate, superintendent, and Craig Joe Barnes stayed behind to complete of the $1.1 million Kerrville Bridge. The McDougald, assistant superintendent. the 51st Street Interchange and the 9th and existing truss spans have been removed Other transfers from Austin to Houston 10th Street Bridges in Austin. He is and the CCI project should be complete are party chief Mike Wilson and foremen assisted by Harold Voigt and Refugio January 1977. I Uranium Mine , tt;�2 ,, mmHg,l R: :. : Itit �^ _ _,_ • • nl a i' tines 3 E �: 3 . €f..'i4 ty It r Facility Nears ri iiipi ll ,ul' .i -=0r ' '` _ > Completion Date _ __ � �� In May Hensel Phelps Construction Co k-: "4 _�� _ _ was awarded a $1,368,875.00 contract by _ -3-r... '- _- - - .„ Rocky Mountain Energy Co. of Denver to ""a"'' rcomplete the design and construction of a . •• � ` __- - 30,000 SF maintenance building. The . , �'° •��� s project, including a change house two v tip"`-' ~'''<-14. • '' small outlying buildings, and three 20 ton _+' ; ..,. ,. r • overhead cranes,is located 50 miles north ,t of Douglas, Wyoming. The Mine "" .�s ...,•• 'r. ' ,._ �,f-� Maintenance Facility is in conjunction a' r,t , with a uranium mine scheduled to be ?�- � til.`c- placed in operation next spring. 403- -ore.- ,, + T At the beginning of the project, Bob "" "` ' ARCHITECT'S RENDERING shows how facility for the Denver Regional Transportation District will look when Higgins was the project coordinator, completed. There are three Interconnection buildings: A bus storage building, right; a maintenance and wash responsible for design coordination as the building,center,and recreation,classrooms and projection facilities. Tproject was bid from scope drawings only. Warren Kruse moved on the site on May $10 4 Million RTD Facility Features 28th as superintendent and the excavation work begun. Due to the remoteness of the Record-Sized Solar Collection System Tproject and the lack of complete design, logistics and procurement were of immediate concern. Occupancy was In March of 1975, HP was selected to wash building with space for offices, scheduled for December 8th—five months manage a facility to be built by the Denver recreational facilities, classrooms and Tafter starting construction. The metal Regional Transportation District, with projection facilities. The building heating buildings are now complete and the financial assistance from the Urban Mass system will be assisted by solar heating interior finishes are in progress. Transportation Administration of the U.S. provided by the 40,000 square feet of solar Department of Transportation. This was collector surface area, the largest solar l Bob Pesavento was the project the first management job for Hensel collection system built or under engineer in the Greeley office; Paul Phelps where we were not permitted to use construction in America. Bassett was the superintendent on the our own forces in the construction. finish work and Dave Silva was the Other members of the construction The system was scheduled for RTD finisher foreman. management team were Charles S. Sink occupancy by November 5th and and Associates, architect; Johnson- completion of the project including solar Voiland-Archuleta, Inc., structural collector installation is scheduled for April engineer; Swanson-Rink and Associates, 15,1977. Inc.,mechanical and electrical engineers; Copan Spillway Chen and Associates, Inc.,soil engineers; and T.H.K. and Associates,landscape and HP personnel ect ion the job a are Foster architectural consultants. It was Hensel Carter,project engineer; Dallas Belt,field Project Started coordinator; Marvin Wilson, mechanical Phelps' job to provide full construction and electrical coordinator; and Debbie management service, and to assist RTD Neys,project secretary. Rick Klaproth and his crew have and the architectural/engineering firms recently started placing concrete on the throughout the design and construction $6.3 million Copan Spillway. This four- phases of the project. aced spillway structure is being built by The "fast-tracking" approach to g P y construction project management was Clearwater Expands Clearwater Constructors near P J g Bartlesville,Oklahoma. used. Design work was divided into areas of foundations, masonry, mechanical, Clearwater Constructors highway TBecause of athree-inch-aggregate electrical,etc.When sufficient design was construction has been further expanded in requirement, the concrete plant that was completed, contracts were awarded for the Houston area with the acquisition of set up is unique in that an extra bin has construction.Twenty-five prime contracts two new projects. In August, CCI was been added to a standard low profile plant were awarded by RTD and by HP for work awarded a contract for a $6 million to load two four-cubic-yard central on the project. Some of the major Highway I-10 project, now called the mixers. The concrete is hauled from the contractors were Prestressed of Colorado, Greens Bayou. plant in 8 CY agitator trucks. precast; Helbert Masonry,masonry; Bell A$15.8 million contract was awarded to Plumbing and Heating, mechanical; and McKinney James & Uvalde in November j Don Dahlgren, the day shift Amelco Electric, electrical. Howard for the further expansion of Highway I-10 I4 superintendent, and his crews are now Mechanical was awarded the contract to in Houston.CCI received a subcontract for busy preparing the pours for the swing install the solar collector provided by $3.9 million for the construction of the shift placing crews which are under Gary American Heliothermal. main line bridges and box culverts as a 'i Hausler's direction. It will take The $10.4 million facility consists of part of this new project.This job is called Eapproximately 16 months to place the three interconnecting buildings: a bus the Carpenter Bayou. 55,000 CY of concrete and additional 8 storage building with 169,439 square feet of A contract for$43,551 was received by months to complete the remainder of the floor area providing storage for 252 CCI for improvements in the City of 1 project. standard size buses, a maintenance and Georgetown,Texas,in September. 13 added to HP "Oldtimers " List ril Thirteen new members were added this Aguilar, Jose (6), Mason Tender Canchola, Danny (7), Mason Tender 1 year to "oldtimers" — HP and CCI em- Foreman, McDoy Office/Warehouse, Foreman, Greeley Country Club, ployees who have at least five years of con- Greeley,Cob. Greeley,Colo. tinuous service to the company. Em- Archuletta, Emmett (6), Yard & Shop Carpenter, Stan (7), Piledriver, CE-170, NJ ployees in the Oldtimers Club now number Laborer,Greeley Office,Greeley,Colo. Atlanta,Georgia 117 for HP and 14 for CCI, representing Bailey, Gloria (6), Accounts Payable Carter, Foster (10), Project Manager, 1,131 years of service. Supervisor, Greeley Office, Greeley, Lydia and Bob Ruyle hosted a buffet Cob. RTD Bus Maintenance Facility, Den- dinner at Cottonwood Condominiums in Baker, Henry (7), Superintendent, Weld ver,Cob. Greeley for Oldtimers on September 17th, County Centennial Center, Greeley, ' Clark,Parnell(13),Superintendent,Office prior to the annual stockholders meeting. Cob. Building,Craig Coal Mine,Craig,Colo. In addition to hardhats, this year's OTC Baladez, Salvador (6), Laborer, Weld Collins, Ralph (6), Carpenter, Mt. Bell members also received a certificate of ser- County Centennial Center, Greeley, Training Center,Lakewood,Cob. vice from Joe Phelps and Bob Tointon.HP Cob. Crowder, Billy (6), Laborer,Clinical Sup- belt buckles were distributed to OTC mem- Barnhart, Jerry (8), Superintendent, port Facility,Boise,Idaho hers and nonsalaried employees received Tehama Bridge & Approaches, a special bonus of 520 for every year of ser- Tehama,California Culbertson, Russ (9), Superintendent, vice to the company,. Bassett, Paul (26), Superintendent, Mine Millbrae Avenue Interchange, HP recognizes Oldtimers with ap- Maintenance Facility, Douglas, Millbrae,Calif. preciation for their contribution to the suc- Wyoming. Davidson, Kenneth (6), Laborer, Tri-Met cess of the company. Beer,Jim(9),Vice President,Burlingame Transit Mall,Portland,Oregon Jona Hamburger was honored as the District Office,Burlingame,California Deraad, Marlin (6), Operator, Kodak 2nd HP retiree. . .retiring in January 1976 Benshoof,Lynelle (5), Secretary, Greeley Building No.15,Windsor,Cob. after 18 years as a carpenter.Hamburger Office,Greeley,Colo. DeSpain,Bob(7),Superintendent,Tri-Met was awarded a beautiful plaque in special Bessinger,Leatha (9), Secretary,Greeley Transit Mall,Portland,Oregon recognition of his years of service to Hen- Office,Greeley,Colo. . selPhelps. Brackett, Francis (7), Cement Finisher, Dimmick, Darwin (12), Carpenter OTC members, years of service and Mt. Bell Training Center, Lakewood, Foreman,State Judicial/Heritage Cen- present location: Cob. ter,Denver,Cob. ...it Brown, Clarence (9), Laborer, Tri-Met Downing, Floyd (21)` Carpenter, McDoy CLEARWATER CONSTRUCTORS Transit Mall,Portland,Oregon Office/Warehouse,Greeley,Colo. Arrango, Florencio (5), Finisher, 51st St. Brown, Steve (6), Senior Accountant, Elkins, Ron (13), Senior Estimator, 7 Interchange,Austin,Texas Greeley Office,Greeley,Cob. Greeley Office,Greeley,Colo. Barnes, Joe (9), Superintendent, 51st St. Brunker, Frank (10), Carpenter, Mt. Bell Elliott, Bob (6), Iron Worker Superin- Inter. & 9th & 10th Street Bridges, Training Center,Lakewood,Colo. tendent,IBM,Niwot,Colo. Austin,Texas Burkhart, Al (6), Estimator, Greeley Of- Choate, Ron (8), Superintendent, U.S. 290 fice,Greeley,Cob. Erbes,Ron(7),Estimator,Greeley Office, Bridges,Houston,Texas Greeley,Colo. Burton, Al (9), Office Manager, Herrera, Ruben (5), Carpenter,9th& 10th Nitroguanidine Facility, Clearview Erickson, Larry (6), Iron Worker, IBM, Street Bridges,Austin,Texas City,Kansas Niwot,Colo. ,,,, Ingalls,Neil (5),Operator,Granger Dam, Bushlack, Ray (7), Carpenter Foreman, Evans, Harold (5), Project Manager, I Taylor,Texas Concourses "C" & "A", Stapleton Air- Nitroguanidine Facility, Clearview Marner, Gary (6), Superintendent, Kerr- port,Denver,Colo. City,Kansas ville Bridge,Kerrville,Texas 1 McDougald, Craig (5), Assist. Superin- tendent, U.S. 290 Bridges, Houston, }, ��, Texas Navarro, Refugio (5), Carpenter, 9th & {'- 10th Street Bridges,Austin,Texas 1 fi Pedersen, Dave (7), Resident Manager, 5 t 3 t Granger Dam,Taylor,Texas p .4 � '�'� � . x l. . Stark, John (5), Area Superintendent, � J " � , � , Granger Dam,Taylor,Texas , 1, �., .. Tellez, Nabor (5), Iron Worker Foreman, .z a 51st St. Interchange,Austin,Texas J �' '�' it Vidaure,David (5), Carpenter,D.D.Ran- y y` j 1 ch Intake Structure, astrop County, - i - = ,t • q r Texas • r, � Wade, Fred (5), Carpenter Foreman, Granger Dam,Taylor,Texas •' � _- t 1 Wade,O.D.(5),Finisher,9th&10th Street .1 - �' Bridges,Austin,Texas i "'* vi Cg. - ) 1 'A =`lia J HENSEL PHELPS CONSTRUCTION i3=yYt l CO. . f i•. Aadland, Ted (7), Superintendent, Burlington Northern Railroad, Rulo, JOE PHELPS and Bob Tointon congratulate five of the 13 new OTC members who received hardhats: Lynelle Nebraska Sensitise', Ralph Jacobs, Don Shipley, Ron Norby,and Billy Schnepf. ,,,e 1 r _ Forkner,Bob(9),Superintendent,Clinical Support Facility,Boise,Idaho 8'• Garcia, Claude (7), Laborer, Mt. Bell .''\, Training Center,Lakewood,Colo. Gonzalez, Adam (5), Operator, Tehama $z. ill ' Bridge&Approaches,Tehama,Califor- n ❑ia �'" t Goodrow, Bill (10), Carpenter, Greeley, a Country Club,Greeley,Colo. , • < 1 r :4 Graham, Dale (7), Manager Support n u ' Department, Greeley Office, Greeley, ° Cob. r k, Guinn, Darwin (9), Area Manager, � u n Greeley Office,Greeley,Colo. / ti Gustafson, Dennis (30), Superintendent, . IBM,Niwot,Colo. d ": """` ' II► re PI' Haas, Charles (7), Superintendent, CE- al ,�. .. 130,Atlanta,Georgia Haigh, Ray (6), Carpenter, Weld County 7 ., s `lut Bicentennial Center,Greeley,Colo. ` ""' ' ' ` '!' Harmel, Jim (7), Carpenter Foreman, JONA HAMBURGER receives plague from Joe Phelps and Bob Tointon in special recognition of his is years service and 2nd Retiree from HP. IBM,Niwot,Cob. f McLaughlin, Claude (6), Iron Worker, Rau, Henry6), Carpenter, Greeley Of- Haynes,Al(14),Superintendent,UAL Bag Y Transfer, Stapleton Airport, Denver, IBM,Niwot,Colo. fice,Greeley,Colorado r Cob. McMillin, Thelma (6), Secretary, Rohn, Donald (6), Bricklayer, Greeley Helvie,Paul (6), Chief Estimator, Pacific Burlingame District Office, Country Club,Greeley,Cob. Division,Burlingame,California Burlingame,California Rohn, Fritz (21), General Superintendent, pa Hendrix, Tom (6), Senior Estimator, Marr, Herb (18), Superintendent, Mt. Bell Kodak Building No.15,Windsor,Cob. Greeley Office,Greeley,Colo. Training Center,Lakewood,Cob. Ruiz, Ramon (5),\Laborer, Weld Conty ' Hernandez, David (5), Ironworker Ap- Martin, Gary (14), Superintendent, Den- Services Complex,Greeley,Cob. prentice, Weld County Centennial Cen- ver Square,Denver,Cob. Rupple, Floyd (16), Carpenter, Greeley r ter,Greeley,Cob. Molinar, Art (6), Mason Tender, Kodak Country Club,Greeley,Cob. li Hockett, Bob (8), Office Manager, Building No.15,Windsor,Cob. Ruyle, Bob (6), Vice President, Greeley Burlingame District Office, Naranjo, Roger 6), Laborer, Kodak Office,Greeley,Colo. Burlingame,California Building No.15,Windsor,Colo. r Houpt, Harvey (6), Bricklayer, Kodak Norby, Ron (5), Engineer, St. Francis Sauer, Carol (5), Secretary, Greeley Of- Building No.15,Windsor,Colo. Medical Center, Grand Island, fice,Greeley,Cob. Jacobs,Ralph(5),Project Manager,State Nebraska Schmidt, Karl (6), Engineer, Kodak r. Judicial/Heritage Complex, Denver, Osaki, Mary (14), Secretary, Greeley Of- Building No.15,Windsor,Cob. Cob. fice,Greeley,Cob. Sc Jensen,Doris (18),Secretary,Healdsburg Osborn, Everett (5), Pile Driver, Denny State Judicial/Heritage a u Center, Den- Area Office,Healdsburg,California Creek Bridge, Snoqualmie Pass, ver,Colo. r Jensen, John (19), Superintendent, Bank Washington Schnepf, Billy (5), Carpenter, Concourses of America Building,Napa,California Osborne, Mike (15), Superintendent, "C"& "A",Stapleton Airport, Denver, Jones, Lee (6), Superintendent, Arizona Greeley,Country Club,Greeley,Cob. Colo. Ave.Underpass,Atlanta,Georgia Paquette, Lonnie (7), Superintendent, Schreiner, Bill (6), Superintendent, An- r Keefauver, John (7), Carpenter, Biosciences Building, Pullman, derson Avenue To Fairfield Place, Westridge Residence,Greeley,Cob. Washington Atlanta,Georgia Keefer, Henry (5), Laborer, Meridian Peabody,Ralph (7),Superintendent, Den- Schultz, Gene (7), Carpenter Foreman, Bridge,Meridian,California ny Creek Bridge, Snoqualmie Pass, Cache National Bank,Greeley,Cob. Keever, Ed (7), Cement Finisher, Con- Washington Schultz, Leo (15), Carpenter Foreman, courses "C" & "A", Stapleton Airport, Peterson, Barry (7), Superintendent, State Judicial/Heritage Center, Den- Denver,Colo. Meridian Bridge,Meridian,California ver,Colo. rKorkos, Ron (7), Carpenter Foreman, Pettyjohn, Roy (15), Laborer Foreman, Scofield, Floyd (13), Greeley Shop, Cache National Bank,Greeley,Colo. Kodak Building No.15,Windsor,Colo. Greeley Office,Greeley,Cob. Lake, Carl (9), Operator, Nitroguanidine Phelps, Joe (22), Chairman, Greeley Of- Scofield, Jim (7), Bookkeeper, Support Facility,Clearview City, Kansas fice,Greeley,Cob. Department, Greeley Office, Greeley, Lopez,Rick(12),Cement Finisher,McDoy Phillips, Luther (6), Laborer, Kodak Cob. Office/Warehouse,Greeley,Colo. Building No.15,Windsor,Colo. Shahan, Chuck (6), Carpenter, Superior rLove, Don (6), Iron Worker, Kodak Pope, Jerry (10), Vice President Special West,Superior,Montana Building No.15,Windsor,Colo. Projects,Greeley Office,Greeley,Colo. Shipley, Don (5), Carpenter, Westridge McAuliffe, Harold (9), Mason Superin- Prieskorn,Dean(6),Bricklayer Foreman, Residence,Greeley,Colo. tendent, McDoy Office/Warehouse, Mt. Bell Training Center, Lakewood, Silva, Dave (6), Cement Mason, McDoy Greeley,Cob. Cob. Office/Warehouse,Greeley,Cob. • S Small,Jim (9),Truck Driver,Greeley Of- Tointon, Bob (13), President, Greeley Of- Weber, Bill (13), Greeley Shop, Greeley fice,Greeley,Colo. fice,Greeley,Colo. Office,Greeley,Colo. Sorenson, Ed (7), Laborer, McDoy Of- Van Horn, Bud (9), Masonry Superin- Weeden, Tex (13), Greeley Shop, Greeley fice/Warehouse,Greeley,Colo. tendent, Clinical Support Facility, Office,Greeley,Colo. Boise,Idaho Stephens, Ira (7), Carpenter Foreman, Venable, Art (7), Superintendent, CE-130, Willson, Bob (7), Project Manager, Kodak Building No.15,Windsor,Colo. Atlanta,Georgia Greeley Office,Greeley,Colo. — Stitt, Bill (10), Data Processing Super- Villumsen, Borge (12), Project Manager, visor,Greeley Office,Greeley,Colo. Greeley Office,Greeley,Colo. Wilson, Bob (12), Senior Accountant, Greeley Office,Greeley,Colo. Stockwell, Glenn (8), Carpenter, Ward, Frank (9), Vice President, Nor- Nitroguanidine Facility, Clearview thwest District Office, Vancouver, Wonenberg, Herman (10), Laborer, Mc- City,Kansas Washington Doy Office Warehouse,Greeley,Colo. Striegel, Bill (5), Project Manager Walston, Gordon (15), Labor Foreman, Trainee, Tri-Met Transit Mall, Por- Concourses "C" & "A", Stapleton Air- Yoder, George (6), Project Manager, — tland,Oregon port,Denver,Colo. Kodak Building No.15,Windsor,Colo. Stapleton International — Project Source for HP Located in Denver, Colorado, the From 1972 until 1976, HP has con- holdrooms, 60,000 SF of maintenance, of- _ Stapleton International Airport has been structed eighteen additional tenant finish, fice and security areas.Live aircraft at all an on-going source of successful HP restaurant remodeling,office facility,and gate positions made this project a difficult projects since 1964. During the past 12 other miscellaneous remodeling and ex- one. The project manager for the $2.0 years, over $31,000,000 worth of con- pansion work projects,the largest of which million expansion was Bob Willson and — struction work has been contracted to Hen- was the Concourse"B"Expansion in 1974. Dennis Gustafson was the project superin- sel Phelps. This project resulted in the complete tendent. renovation of Concourse "B",adding four The Stapleton Terminal Building was \ ^ HP's first project. This $6,260,000 project (which was the south half of the Terminal Building including the elevated drive)was HP's first contract over $2,500,000. It was also the first of nineteen Stapleton jobs to Stapleton in 1 976 be managed by Bob Tointon. Dennis Gustafson was the project superintendent, Complete in September, the United at Stapleton. Started by project superin- a role he would assume in 18 more Airlines Baggage Area Modification has tendent Wilbur Waneka, the HP project Stapleton projects for Hensel Phelps. provided United Airlines with additional was completed by Sonny Shaw. conveyor capacity beneath Concourse"B" The Concourse"C" Widening and Con — - During the period from 1964 to 1970, to speed up aircraft unload and inter- course "A" Modification at Stapleton is a nineteen different projects were corn- airline transfer. Furnishing 7,000 SF of $680,000 general modification project pleted at Stapleton, including the $1.2 new baggage handling space, the$130,000 headed by Al Haynes, project superin- _ million Concourse "A" Expansion which HP-facility was supervised by Al Haynes tendent. Haynes is assisted by Ray was a major remodel and expansion of the as project superintendent. Bushlack, Ray Haigh and Gordon old original concourse. Other HP projects The Emergency Vehicle Station No. 2 Walston. Bob Willson continues as the during this period included a variety of construction has now been completed by project manager for all Stapleton projects. — tenant finish projects, remodeling of Hensel Phelps. This $620,000 project The Concourses "C" and "A" projects present facilities, and additions of rooms provides a complete new 4-bay fire station should be complete by February 1,1977. and new facilities,making Stapleton more able to accommodate growing air traffic. In 1970 construction on the concourse "D",which was an addition of a complete centennial Center Under Way new concourse including grade level of- fices,maintenance area and 28 holdrooms. This$5.7 million project was completed in The second phase of the Law With completion scheduled for the — 1972. Construction also began in 1970 on a Enforcement Center of the Weld County spring of 1978 for Phase II, the Weld $9.3 million major terminal expansion on Services Complex is now in the bidding County Centennial Center staff includes the second half of the terminal which stages. A total project of$9.6 million, this Henry Baker as superintendent, Mike complex has been renamed the Weld modernized the Stapleton terminal as it is County Centennial Center. CNC/NHPQ is Stark as project engineer,and Leo Schultz — today. These two jobs were under the also the architect for the second phase thus as carpenter foreman. Dick Humphries is management of Borge Villumsen and Bob carrying on the continuity of the three the project coordinator in the Greeley Willson. different phases. office. _, HENSEL PHELPS CONSTRUCTORS STAFF NEWSLETTER .," APRIL,NT6 "'•.N;',. ! ,..tear : i s q ...i, t.,_ bl;. ° z gt w x tr x x ^xT tt •k q s- .1,J.._ _. ..r . non. n. .. n -..s'• .mar `S- .: NEW J. C. PENNEY FACILITY — Rapid completion marked the construction of this$4.9 million retail merchandising facility in the Aurora Mall,Aurora,Colo. In— The innovative store,located on the south end of the Aurora Mall,is considered an experimental tore that utilizes lutes concepts in merchandising. r.a Hensel Phelps built facility z J . C. Penney opens innovative store tt Grand opening was Nov. 19 for J. EIL The exterior masonry work, standing performances by Mid- ` ' C.Penney's innovative retail facility headed by Bud VanHorn and Harold Continental Mechanical, Howard in the Aurora Mall,Aurora,Colo. McAuliffe,originally was to be corn- Electric Co., and Gardineer The two-level store is a Hensel pleted in four months; it was done in Drywalling Co. Phelps project acquired by Tom 1'/months. What began as a 14-month project Ross and his estimating team after The relationship between con- ended with completion in 101/2 mon- . ' months of negotiating to reduce tractor, owner, and architect was ths. Phil Flad, J. C. Penny's costs following their successful low excellent — a significant factor in regional construction manager, ex- bid in August 1974. It is a$4.9 million the rapid and successful completion tended his personal congratulations project. of the project.Also helping were out- to HP for a good job,well done. The store includes a 153,000 square-foot main store, built on the ` south of the new$40 million Aurora •-• • •'' ' jai: Mall,and a detached, 25,000 square- foot TBA auto service facility. -c4,4. •• Set on caissons in the highly ex- pansive soil of southeast Denver's ,,`uu= Sand Creek, the new Aurora store ---"a'",^--.• •` contains many features not common --""' at,,, in other Penney's stores. It is con- 'a.... sidered an experimental store that ,,,� utilizes the latest concepts in retail —_ - merchandising, lighting, stockroom "i °:! ct _ -' ■ control,and physical layout. - - t r The main store and the TBA auto n I facility both are framed with strut- r ttt' tural steel with a masonry block ex- terior. - '� "t sr« Construction progress,led by Bob 't ' Willson, project manager; Wilbur Waneka, project superintendent, _ ,. and Ron Sword, project engineer, ' was fast-paced due to an accelerated .r . I schedule. Goal was to open the HP- built facilities on Nov.19,three mon- TBA FACILITY— Part of the new J. C. Penney store in the Aurora Mall is this auto strike facility. The ths sooner than earlier planned. building was framed with structural steel and has a masonry bock exterior. c .. .. , Fy: #r it > .:apny t r'0 it fi2i 2 l ! t '{1t1;{T2Yffff $ yi •. ',: i :it?j a tarp I t k : 1` f}liJ'::2lini; ;; r t x. i e #1l t lt�k�j '#.a eg ° i 2 C' . �H tf II f e ::t is .. �'+. r,lgl,k {t ai c ' 'r r ,„ i . . r r i :Pine.— !w ..�,. 4. i I .. ssl a ��_ `"•Sot My `n .e, - --- 11.0 RRr o; ' ii,&---;;;,.. alli mi :I 1.gailiii-74e j/.. ..‘, ...lia4 areiliiir f' 7illw � ! -' i S STAPLETON COMPLEX— This S the Stapleton Plaza Motor Hotel and office building,an$11.4 million HP project completed in November.The luxurious motor hotel, foreground,is -� located just west of Stapleton Airport. Savings total $105,000 on Stapleton Plaza - Hensel Phelps savings on material and Other HP staff on the project were Bill the lower level to the lobby level.All rooms ' labor plus unused construction con- Young, project manager; Ron Sword, open onto continuous balconies that tingency resulted in savings of more than project engineer; Del Brasier, engineer, overlook the lobby. $105,000 on the Stapleton Plaza complex. and Tom Hardwick,carpenter foreman. The Special Projects Department spon- The two-level athletic center connects the hotel to the office building. sored a dinner Nov. 10, which marked completion of the Base Phase of the The Stapleton Plaza Motor Hotel, _ Stapleton complex. Gary L. Christy, operating under a Howard Johnson fran- HP is now completing the tenant-finish president of First Financial Management chise, features a lobby that extends 11 work for the office building, which will Corp., was presented with a refund check floors to a space frame skylight. Three have various shops and rental agencies at which represented the owner's share of glass-lined, enclosed elevators operate grade level. The upper floors will provide savings on the project. At the dinner were from behind a chain waterfall that drops excellent office spaces with a view of the -, FFMC and HP personnel and Paul R.Red- water from the space frame to a mountains to the west and the busy airport dy,architect. mushroom-shaped fountain rising from to the east. The project started in 1973,and with the completion of the Office Building core and w : : . sa -• _ shell, it represents approximately $11.4 . ,µ • - r'ir r . million in construction.The base phase in- sra ` 'tl: eludes an 11 story, 310-room motor hotel, ,-.`` A an athletic center and health club, and a - b t r L 10-story office building that rises above - - '- ••••••••two levels of underground parking. The 'nt p `\` complex is located across from Stapleton - ' Airport in Denver. • ' s Mr During construction of the complex, the - -. below-grade garage presented a problem "�'' because the lower level slab was about 20 a , feet below street level and only 10 to 12 feet j, , : %.,...:..;. x< inside the curb line. :'at sle fir "', _ Henry Baker,superintendent,elected to •'to Il;DA.", 1x` construct the foundation walls by site ffs - ,,R14,1.11'{,hf,<, casting wall panels, thus eliminating the �`^ ,- 'lj G - , need for sheet piling. The elimination of - @r , ' '� .41.94•4.+1,•;$ sheet sheet piling and conventionally-formed .. •• . is kx concrete walls by using a special procedure devised by Baker saved about PRESENTS CHECK—Henry Baker,superintendent on the Stapleton Plaza complex near Stapleton International Airport at ' $100,000 in addition to the job savings Denver, presents a refund check to Gary Christy,president of First Financial Management Corp.,while Bill Young, left,and referred to above. Paul Reddy,architect,look on.A$105,000 savings was realized on the project 1 i i I ]S z'si tl =tit 'r, Second addition to Weld Hospital F , . ,. . now completed r. Phelps-Tom co rn- - Constructors has co - -� pleted a second major addition to the Weld ---"`" - -" County General Hospital in Greeley, Colo. - ,_ The first addition-the North Wing-was a.• _ � ..� completed in 1961. C .*„q The most recent addition is an emergen- ta cy room and ambulatory care facility ` . which includes such modern medical '---. ,.m_. "`°`` equipment as an emergency and trauma rr"` - '"- ` ._-_- d.,, room, a diagnostic center, a hearing cen- C ter,an x-ray room,a fracture room,EEG, ENG, and EKG rooms, and an eye examination room. -. .� r' ,r Construction started in September 1974; - .... ; f. the addition was completed in November r :1 1975. Total cost for the project, including „ a' ` }r'q furnishings,was$2.25 million. a - - 4 : Paul Bassett was superintendent,and Al # t ir ? Haynes was concrete superintendent - „.' during structural phase of the project. FI t_ •'"' " In addition to the modern and e �`0. ,d/ . sophisticated equipment that was in- t• : i-. stalled,the project was complicated by the fact that it was bounded by existing rWELD COUNTY OFFICES BUILDING — The exterior of the new Weld County Offices Building is exposed board-concrete facilities on three of four sides and had to spandrel beams and jumbo brick The structure consists of two-way,post tensioned dome slabs Completion of the building, meet existing levels on three floors. first of a four-phase building sequence,is expected in July of 1976. Careful coordination and planning had to be done by Bassett and Haynes so that critical hospital functions would not be in- terrupted. F Weld County builds offices Bassett ettt and carpenter foreman Henry Rau are doing the remodeling of the Fbuilding; part of new complex ments hospital's health wing and x-ray depart- Clearwater low on FWeld County will put most of its govern- The total project will include 135,000 mental agencies in a single,one-block area square feet of office space and 60,000 Granger spillway with completion of the Weld County Ser- square feet of underground parking. vices Complex, an HP project under way Clearwater Constructors, a wholly in Greeley,Colo. The project is being financed with owned subsidiary of Hensel Phelps Con- struction Co.,has submitted the low bid for Estimated to cost$10.6 million, the Ser- capital improvement funds and federal construction of the concrete spillway on vices Complex will be constructed in four revenue sharing funds, thus being con- the Granger Dam, to be located north of r phases. It was designed by C. Neal Car- structed on a bid-package basis as funds Austin, Tex., on the San Gabriel River. become available. The prime contractor is J.D.Abrams. penter and NHPQ, Greeley-based ar- Clearwater's portion of the $18,682,000 chitectural firm.Resident architect on the bid was$6,250,000 for the concrete work on the project is Loren Bley. The construction sequence is planned to the spillway and access bridge (about F allow all county agencies to remain in 60,000 cubic yards of concrete). Under construction now is the County Of- their existing quarters until new facilities The first project covers the completion fices Building between 9th Avenue and are completed. of the dam over HP's present Laneport Reservoir Outlet Works project. It will 10th Avenue on 10th Street.Once it is com- allow personnel and equipment to move pleted — in July 1976 — the existing old At the present time, all structural work across the creek and continue working for Elks Building, where Weld's clerk andr has been completed on the County Offices another two years for Clearwater on this recorder,treasurer, and assessor now are Building,with the exception of the parking site. housed, will be razed to make way for garage ramp. HP was fortunate to obtain new County Law Enforcement Center at concrete, rebar, post-tensioning, brick the corner of 9th Street and 10th Avenue. work, site work, and other minor bid packages. Its cor ± ±g plon pected early in 1978. illillin Personnel on the County Offices Then e isWeld jail will be I Building include Mike Stark project demoliedndi work will be com- superintendent; Ira Stephens, carpenter pleted tire complex and in foaanth and Harold McAuliffe,brick layer superin- rThe project also includes the remodeling tendent. M. D. Parker is assigned to the of the second floor of the existing Cour- Courthouse remodeling work. On-site con- thouse for new District and County court struction management personnel is Jim Clearwater Constructors r rooms. r I Sibert,general superintendent. Three projects added in Northwest District r The Huson West, Superior West, and placement of concrete bridge deck ex- developing pile-driving capabilities Drexel projects were added to the backlog pected this spring. required to be competitive in pile-driving of work in western Montana during 1975. Twenty-five miles west of the Huson and cofferdam projects. Two diesel pile project, HP is building another bridge hammers have been purchased, and ex- They are under the supervision of Art across the Clark Fork River, near tensive modifications have been made to Venable, who is assisted by Tim Fitz- Superior, Mont.Substructure work for the our 2900 Manitowac truck cane to enable maurice and Joe Borovich, and by Jim $1.1 million Superior West project includes HP to drive pile of almost any size or con- Watterson during the Alaskan winter shut- two large piers to be constructed within figuration through fixed leads. down. Foremen on the projects include cofferdams, a large quantity of timber Phil Glover, who is supervising the pile- pile, a steel superstructure, and concrete Three bridge replacement projects driving operations, and Chuck Shahan, bridge deck. acquired during 1974 involving the City of who is handling the carpenter crews. Twenty miles west of Superior is the Seattle are progressing satisfactorily.Two The Huson West Bride, about 25 miles Drexel project near St. Regis, Mont. This of the bridges are substantially complete. west of Missoula, Mont., is a $2.5 million project includes construction of the sub- Supervised by Dave Moor, the Holman level Road Bridge has only a plant establish- project that includes roadway grading and structures of two high-level bridges and meet period remaining before final ac- a concrete and structural steel bridge the furnishing of structural steel. The ceptance by the owner. across the Clark Fork River. The sub- Drexel project totals about$2.3 million. structure and roadway items are under These projects are unusual because they The Magnolia Street Bridge, which in- way with erection of structural steel and represent HP's first total commitment to volves buttressing an existing and deteriorating structure, is almost com- plete with only an AC overlay on the bridge 9 ;, i deck remaining.This work is scheduled to I .� be finished this spring. t s. d Ilti 'eat's. The Spokane Street Bridge,spanning the '.�'s_ it._ '\ Duwamash waterway and part of a main '1 ,,, �. artery for east-west traffic in the Seattle 14\. area, was seriously delayed by the ' MMRyj"P', unavailability of a specified water pipe \„ ••',' �-. which is obtainable from a single source. . ,, y \ Unfortunately,thaat source was involved in "I 1 , 1, a prolonged labo2 dispute; the Spokane ; {" 1 I �. u Street Bridge was completely shutdown ', ! even. I g P Y • I '1 I t during much of the summer season. ;� I'� 'ii• 1) r' I Now the pipe has been furnished and in- ,44 S stalled, and operations have resumed. e e ,� ,.. q. „jam.' .'-ru≥ Completion is forecast for late spring. Fig.sin .. - ,®..++ �, r Ralph Peabody, superintendent, and Art ' I, „ Holmstrom, project engineer, are in 1 ,,;.,,. ' ^' �'- ' $ ,,, ' charge of the Spokane Street and Magnolia ' "�'� . .. , Street projects. Larry Mineer was transferred to the ii rte $ district office in Vancouver. His transfer . ,� : signals the Northwest District's entry into the building market,expanding traditional markets which so far have been MAGNOLIA STREET BRIDGE — Structural steel was placed under the deck of the Magnolia Street Bridge in Seattle, geographically segregated. Wash.,to extend the life of the bridge.This project is one of three HP replacement projects under way in Seattle. - BURLINGAME REVIEW - J Hensel Phelps will construct the first The project included the construction of an Brian Robinson,project manager out of cable-stayed, swing-span bridge in the ogee weir at the top of the spillway and an the Burlingame District office,is in charge U.S.,a$5.3 million project awarded to the energy dissipator stilling basin at the bot- of three highway-related projects, one of company in June. tom. HP personnel on this project in- which is complete. This project is in the initial phases, eluded Rick Klaproth, superintendent; The Livermore, Calif. Railroad Un- which involves constructing a detour Stan Carpenter, carpenter foreman, and derpass project is 95 per cent complete, bridge over the Sacramento River, then Hank Keefer,labor foreman. and all work is expected to be completed demolishing the existing swing-span In September 1975, HP was awarded a by early May. bridge and constructing the new one on the $1.9 million contract by the California Current operations include final ex- old substructure. Department of Transportation for con- cavation for both underpasses.Paving was Work is under way on grading of the a atr across s of a raebox-girder bridge n completed in mid-December. David Moor wii n- the Sacramento River near proaches for the detour bridge and in- Tehama,Calif.The job is in winter suspen- is project superintendent. stallation of the substructure for the sion, but construction was expected to The San Andreas Road Underpass detour bridge. Barry Peterson is the resume in March. Chris Morgan, as project is complete (Russ Culbertson was superintendent on this project, called the project engineer, is starting the project. project superintendent), and the new Meridian Bridge project, and the job is HP activity on the Stanislaus River Millbrae Avenue Interchange project,now scheduled for completion in Apri11977. Bridge project still is suspended while about 50 per cent complete,is scheduled to Work is complete on HP's $300,000 con- erection of structural steel is completed. be finished by late November 1976. Bill tract with the City and County of San Fran- HP personnel will move back in and in- Ward is superintendent, and Willie cisco for modifications to the spillway at stall the concrete deck and barrier railing, Tsukada is engineer on the Millbrae Moccasin Powerhouse near Sonora, Calif. and completion is eyed for early 1977. project. ' , 1 I Performance committee formed ; FiRP MANCaI! . seminars held to solve problems Committee f common to HP jobs ' HP's "Performance Committee' was formed during a meeting held in March T 1975. IIIThe committee is attempting to produce ideas, gimmicks, tools, and stan- dardization which can be used through the company to increase productivity. Sub- T committees have been established on for- t i 'I( ming, small tools, temporary electrical, clean up,and winter protection. ? ^Y '6` t ""' The first of a series of seminars, spon- T c "m sored by the Performance Committee, MID ` # took place on Dec. on angfoforms, covering loose forming and light an forms. As a _ result, HP is standardizing the JAHN T R System for loose forming and the Gates „rte o 3000 pound anchor lock for light gang forms. II Ma g l ` :„,„„7, The second seminar on winter protec- tions was held Jan.31,and temporary elec- t I ,.. . �� trical problems were discussed March 6. f � a��, a As ideas are g' nerated from the seminars, they will be included in the I SEMINAR— Bob Willson conducts the electrical portion of the first seminar on problems common to HP construction Methods Book and distributed. The com- The seminar,first in a series,covered loose forming and light gang forms.It was held at the Holiday Inn in Greeley. mitten encourages comments and suggestions; please send them to Warren Hunter at the Greeley office. T \*. 2 1 Austin's most improved safety record Warren Hunter 1 Special recognition is extended to those the severity rate was 17 per cent higher heads Clearwater men working in the Austin,Tex.,area.Un- than in 1974. However, it must be pointed der the direction of Ed Westall,the Austin out that there were three areas where HP area has completed one full year without a did show some significant improvement. single lost time injury. A total of 186,458 First and foremost,our lost time accidents Warren Hunter has been elected vice manhours were expended on five projects, were reduced by 23 per cent; secondly,the president and general manager of Clear- ranging from highways to bridges and in a number of lost time days recorded were water Constructors, a wholly owned sub- T heavily congested traffic location, under reduced by 10 per cent. The third area of sidiary of Hensel Phelps Construction Co. ` the supervision of six superintendents. improvement was that the total com- Clearwater organized to pursue Congratulations are extended to these pensation payments made on behalf of HP engineering structures in the Texas area. men for a job well done. Ronnie Choate were considerably less than in 1974.These 1 (89,386 manhours), Walker Glenn (44,986 improvements are a direct result of the in- manhours),Joe Barnes(7,009 manhours), creased efforts on behalf of all super- Hunter has been operations manager for Gary Marner (12,469 manhours), Gary visors. Plains Division-Heavy Work for 31/2 years. Hausler (9,825 manhours), and Jeff Creel Representing a cross section of HP, a He is a 1958 graduate of Colorado School of r (2,783 manhours) — all finished 1975 total of 13 supervisors achieved a record of Mines with a degree in civil engineering. ` without a lost time injury. Based on our two years without a lost time injury. He had considerable experience in heavy previous safety record for the Austin area Heading the list is Art Venable of the Nor- construction with Peter Kiewit Sons' Co. thwest and the type of work involved, this is a hwest District with two years and 81,630 and the Gordon Ball Co.before joining HP- most significant achievement. manhours, followed by Dale Graham of CC in 1972. the Plains Building Division with two HP's safety record for calendar year years and 77,453 manhours. Representing 1975 shows that company-wide, our the Burlingame District is Brian Robinson John Hinson is Clearwater Constructor's frequency rate was 18 per cent higher and with two years and 17,500 manhours. chief estimator. 111 Kingman-Ashfork project complete The Kingman-Ashfork Highway project was completed in March. Remoteness of the job site, which is about 15 miles of .r. ^ry:kr , 'i.. paved highway and another 25 miles of un- : "se .fs paved road from Kingman, Ariz., in the high desert country, was the most Iqrs -- significant problem that had to be over- ,, Y."..=tt come for this HP project. -� , - - Construction began in March 1975. The -" r .,;, eswm,:• ' ban, $4.3 million project, a portion of I-40 near -' - . to+m _ .�wm- .- - .p Kingman, includes a two-mile section of - ' m.- .+ 4 • 4interstate and two structural steel bridges +.,, aR d y� E , • ; " ^ _ -- .- with concrete piers and deck, several box C } I ! y60 . �-- + .d µ �x culverts, about one million cubic yards of t - ,!: grading (by Azotea Contractors, Inc., of '""1t�k I r `µ Mesa, Ariz.), and related drainage M 4t t t,. , , ' . ' der features. Structural steel for the bridges, -a r v-.. a' , the larger of which is 576 feet long and on a ltd +3 t, »� ,, 1, jf» ty , d . curve, was furnished by Marathon Steel �t #," ;� ' . z,,.,''s s ,0 , t „%it!'„• a-i . _ Co.of Phoenix. ,.,s 51` x.r r' .^} .,.41'. - <-lp,i - ' . • Vern Borbe was project superintendent; 1 •i' .` I`.^:r'4'4' x *., }'. .�;t,.'.;" ' . . r '.-,. John Austin was project engineer, and 1-40 JOB COMPLETE —The$4.3 million project on 140 near Aingman,kis, is complete.This is one of two bridges GeorgeCar Harty J foreman was a general foreman. in the project. John Senanter .waslabor Larry m Imus, and John Sena Jr.was foreman. 1 Lowry facility nearing completion Work is about 95 per cent complete on located around the building for shear Charlie Haas is resident manager on the 7 new headquarters building for the Air For- stability. project. Other personnel are Ron Norby, ce Accounting and Finance Center at The exterior is precast concrete with project engineer and quality control; Lowry Air Force Base, Colorado. Work is curtain-wall fillers. Wilbur Waneka, carpenter foreman; Roy on schedule; completion is forecast for The building will have 650,000 square Pettyjohn, labor foreman, and Bill Ren- 11 late summer. feet of floor space with about 30,000 square teria,finisher foreman. , feet of kitchen and dining areas. The project is being built under the Cor- The three-story structure—with its first Carpeting—there's 46,000 square yards ps of Engineers, Rocky Mountain area, ,..1 story underground —is a structural steel of it—was installed beginning in January. with Bob Blankenfield as resident frame with concrete slabs over metal On the carpet some 2'h miles of movable- engineer; Dwayne Brazie, project deck. It has eight exterior concrete cores type partitions will be placed. engineer,and Dean Schmidt,inspector. 1 ... t».. ; tgFt°fMir a 3 Ps rl x x # o tt t Iit I ! tr F z ° s.,, r v x" ,l• `r , Iiii i.•,..ii • r s x :vc sirt7 V i it as! v °s'^f 71.n Pi it. :"4.1r 't ,3y rr 71x{ i y .,,t,! r l..:t# if jiljx x —• r 99 r p." #### ,s ° 3}k s. .4., y tl ,uf , ,,,a#:j� xx,, ... x3 az: uz• P.. 1 —, LOWRY AFB ACCOUNTING FACILITY—This project at Lowry Air Face lase near Denver,Cob.,is about 95 per cent complete and expected to be finished by late summer.It's a three story building with the first story underground. 71 w New projects I HP low on three more MARTA Projects Hensel Phelps is low bidder on three The Plains Division in September bid Once again Eastman Kodak's Colorado rmore projects for the Metropolitan Atlanta $5.3 million and secured a contract for Division is playing a role in Hensel Phelps Regional Transportation Authority(MAR- Jerry Morgensen at IBM facilities at construction activities as work begins on TA)in Atlanta,Ga. Boulder, Colo. Construction is under way the new Finishing Building C-15. The MARTA system, which involves on the IBM Supplies Manufacturing and This two-story building, containing about 60 miles of rapid transit at an Boiler Expansion Buildings, and strut- about 510,000 square feet of floor area,will estimated construction cost of $2 billion, tural steel has been erected.Installation of house various shops, training facilities, took bids on six sections during the last internal mechanical and electrical paper processing,and offices. three months. systems now is progressing, and com- Completion dates are staggered for pletion is set for November 1976. Dennis various sections of the building, and final HP's Pacific Division estimators, Gustafson is superintendent on this completion is scheduled for January 1979. headed by Jim Beer, were low on the An- project. Responsibility for the Finishing Building derson Avenue to Fairfield Place section belongs to Fritz Rohn,superintendent,and with a $1,417,000 contract awarded. Con- Hensel Phelps continues its highway George Yoder,project manager.Karl Sch- j^ struction is under direction of Bill work in the Austin, Tex., area following midi is project engineer and Leonard Schreiner,superintendent. the Plains Heavy team's low bid of$183,284 Pe Plank is field manager. In December,the Pacific Division again for their part in the $609,000 median The Burlingame District Office was low was awarded a$10,231,000 contract for thebarrier projectimprovements for IH-35. forP has worked bidder on the Burlington Northern on highway nearly five r East Line Waverly Way to Gordon Avenue years in the Austin area, and Ed Westall Railroad Bridge near Rulo, Neb. The HP- section of the system.Lee Jones will be the and his staff enjoy continued work on built bridge will span the Missouri River; superintendent for this project. Travis County highway projects in Texas. the contract totals about$6.6 million. The most recent contract—awarded in The Northwest District and the Greeley January —went to HP with a low bid of A contract was awarded to Hensel estimating departments secured a r. $4,181,000 for the East Line, West Trinity Phelps' Northwest District for the Salmon $10,597,000 contract for the Tri Met Transit Place to McDonough section of the system. River Bridge, New Juneau, Alaska. This Mall in Portland,Ore. To be located at 5th $272,000 HP project is under the super- and 6th Avenues in Portland, the new Bill Procter is the area manager for the vision of Jerry Barnhart (see separate Transit Mall is a part of the Oregon urban new MARTA projects in Atlanta. story on Alaska Construction). transportation system. r r Utah International facility completed Now completed, the Industrial Area and Fritz Rohn moved onto the project in project as HP's carpenter crew; Ed Vigil Utilities project at Craig, Colo. was oc- September and finished up as project was labor foreman, and Dave Silva was copied Dec. 1, 1976 by Utah International superintendent. Charlie Hall worked with cement finishing foreman. Inc., a San Francisco-based oil and him as project engineer. Lowell Warner, The owner has advised of their award of uranium producing company. Ray Bushlack,and Ray Haigh were on the a contract for the office building to HP. r _ ,. �1+�.- A ., - ,/" - Tve isle t included a main structure 1� for vehicle maintenance and a warehouse. This section has five overhead rolling doors,is about 40-feet high at its peak,and - - has a 20-ton bridge crane that spans 60 feet —fir. . ' , . '�,. (the full length of the structure). The - "� ww warehouse, which runs perpendicular to :1: the maintenance building, is a two-story .4 'q. .A ' ' area with a large portion of the second story converted to offices for mine • management personnel. - i To the left of the main building is a ��.... � 's i°' Y movable structure, about 70-feet by 70- - t•. � feet, built on rails on which it can roll. In- - f` - side this building is a 60-foot diameter padr '�` {� � "� which is used for the assembly of a drag40. . _ - .. line used in open pit mining. } rAlso built were a pump house and INW6TRIAL AREA AND UTILITIES PROJECT—This photo shows the lasrout of Hensel Phelps'Industrial Area and Utilities Caissons for a future office building to be project at Craig,Cola.To the left of the main building is a movable structure,about 70-feet by 70-feet,built on rails on which it can roll. Inside this building is a 60-foot diameter pad which is used for the assembly of a drag line used in open pit rbuilt this construction season. mining. • Judicial-Heritage Complex under construction Ground-breaking was May 7, 1975, for RNL, Inc., to prepare several proposals signing,bids had been taken on the site ex- Colorado's new Judicial-Heritage Center that would meet needs, follow guidelines cavation and shoring work. Complex, Denver, and Gov. Richard previously established for architectural Construction is now under way with all Lamm, Lt. Gov. George Brown, Chief requirements,and come within budgetary work being bid out as of March, 1976. A - Justice Pringle, William Marshall, and limitations established by the Colorado large bicentennial ceremony is scheduled Denver Mayor Bill McNichols were on Legislature's Joint Budget Committee, for December 1976, and the project is hand for the ceremony. chaired by Sen. Joe Shoemaker. A con- scheduled for completion by June 1,1977. struction manager/architect/owner team Personnel on the project include Ralph The HP project will provide a new Prepared the proposals for final approval. Jacobs, project manager; Marvin Sch- facility for the Colorado Department of HP received a go-ahead on May 2, 1975 midt, project superintendent, Jessie Justice and the State Historical Society. and site excavation began immediately, ' Provost, project engineer; John Bostedt, The Justice Department will be situated in since HP under a previous contract field engineer; Gene Schultz, foundation the multi-story building at the north end agreement had performed the demolition carpenter foreman; Leo Schultz,deck car- — of the site, and the Historical Society will and removal of buildings located on the penter foreman; Gordon Walston, labor be in a three-story facility to the south. project site. Also, prior to actual contract foreman,and Carol Arnold,secretary. Hensel Phelps was selected as con- struction manager for the project by a State of Colorado, seven-member com- , , '' —11111, mittee. This selection was made in June ^"'t 5 • 1974. . . 'f tit 5 4 �� ,tz far -- iir.,a.,ia.Ya'.' : ' a art" During the months following the selec- -e< lion, HP worked with project architect, -r,`Pi ,; -1al ii „I ',4 t. Alaska — land 1�ja. I '� �.., I t l l� I Iii `I _ o f opportunity T l Opportunities for work in Alaska look ,u,nnm _v..a-*' ' �' off_ more plentiful than in most other areas in a❑nuwmuu'!' ' �j y,I '"" the Northwest District.HP has bid Alaska IIIIIIIIIIIIIIIIt'p,�'I��r 100,-.... — work for several years,and initial success has encouraged the company to pursue .. other Alaskan projects. Early in 1975, HP acquired a project as subcontractor on a project involving four ..% concrete bridges, part of a large grading and paving project on the outskirts of An- JUDICIAL-HERITAGE CENTER COMPLEX—This is how the Judicial-Heritage Center Complex,being built in Denver,Colo., chorage,Alaska. looked in January,1976.The project,which began May 7,1975,includes new facilities for Colorado's Department of Justice — and State Historical Society.Completion is expected in June 1977. Before the winter shutdown, the sub- structures on all the Eagle River bridges — on the $1,750,000 project were completed, leaving only the erection of precast con- crete girders and miscellaneous activities for the 1976 construction season. This _ project is under the supervision of Jerry ri ',;; s th,N :ririt tfd ra .,il r;.zgP;rr.n.,, s's,ar;.,.... .tl enrtaee ties a =?r..r i :, i — Barnhart; Jim Watterson is project - I,;, r 3 i r} r ajr I r engineer. ,, ; r r r Barnhart is in Gustavus, Alaska,about sl^srr.'. .., 50 miles west of Juneau at the entrance of .,m° i-, m ry w Glacier Bay. Barnhart is supervising the }se.j ?�2ioie° new Salmon River Bridge project, which r -. r aaA3! . ...,.- calls for replacement of a timber bridge r., - . r — structure with a new timber and steel • : '` wtrv, structure. Time limitations have necessitated work during the winter months,and this project was to have been completed by the end of January—an unusual time to complete a STATE FARM ADDITION — The addition and remodeling to the Greeley office of State Farm Insurance is complete. construction project in Alaska. Jerry Morgensen was project manager and Parnell Clark was superintendent. — HENSEL PHELPS CONSTRUCTION COMPANY IIMMIIIIIII - IYPIrAI "NON-IESIDENrIAL" BEM DM CCEI INDEX sines' Base Average 1976 Average 1977 .— Category of Work Cost Index 1976 Cost Increase 1977 Cost Increase 1) Excavation and Grading 1.50 % 14.25 % 0.2138 % 11.00 % 0.1650 % 2) Drilled Pier Foundations 3.00 % 8.25 % 0.2475 % 8.00 % 0.2400 % _ 3) Asphalt Paving and Base 0.25 % 3.00 % 0.0075 % 12.00 % 0.0300 y, 4) Chain Link Fencing Work 0.25 % 2.00 % 0.0050 % 4.40 % 0.0110 % 5) Building Demolition Work 0.25 % 9.50 % 0.0238 % 10.00 % 0.0250 % 6) Landscaping and Sodding Work 0.50 % 3.67 % 0.0184 % 7.00 % 0.0350 y, ^, 7) Lawn Irrigation Systems 0.25 % 4.67 % 0.0117 % 5.00 % 0.0125 % 8) Underground Utility Systems 0.50 % 6.00 % 0.0300 % 5.00 7. 0.0250 % 9) Concrete Materials and Finish 7.25 % 6.94 % 0.5032 % 7.36 % 0.5336 q, 10) Concrete Forms and Form Work 6.75 % 8.00 % 0.5400 % 10.00 % 0.6750 % 11) Reinforcing Steel and Placing 4.75 % 5.50 % 0.2613 % 5.75 % 0.2731 % 12) Post-Tensioning and Placing 2.00 % (2.50)% (0.0500)% 6.00 % 0.1200 % 13) Architectural Precast Concrete 2.25 % 6.50 % 0.1463 % 5.00 % 0.1125 % 14) Prestressed Precast Concrete 3.50 % 7.00 % 0.2450 % 4.33 % 0.1516 % 15) Facebrick Masonry Work 1.50 % 2.50 % 0.0375 % 5.68 % 0.0852 % 16) Concrete Block Masonry Work 1.25 % 1.50 % 0.0188 7.. 5.63 % 0.0704 % 17) Finished Granite Masonry Work 0.25 % 5.88 % 0.0147 % 6.75 % 0.0169 % 18) Structural Steel Framing 3.50 % 6.11 % 0.2139 % 9.71 % 0.3399 % 19) Metal Decking and Siding 0.25 % 2.83 % 0.0071 % 5.17 % 0.0129 % 20) Steel Bar Joist System 0.25 % 4.75 7. 0.0119 % 7.50 % 0.0188 % 21) Miscellaneous Metal Work 0.50 % 11.00 % 0.0550 % 12.50 % 0.0625 % - 22) Rough Carpentry & Blocking 0.50 % 17.50 % 0.0875 % 9.25 % 0.0463 % 23) Finish Millwork & Doors 0.75 % 7.63 % 0.0572 % 9.00 % 0.0675 % 24) Caulking and Sealant Work 0.25 % 11.75 % 0.0294 % 11.00 % 0.0275 % 25) Roofing and Roof Insulation 0.50 % 8.25 % 0.0413 % 12.75 % 0.0638 % 26) Outside Building Sheetmetal 0.25 % 4.75 % 0.0119 % 6.25 % 0.0156 % 27) Aluminum Skylight Systems 0.25 % 11.25 % 0.0281 % 5.00 % 0.0125 7. 28) Hollow Metal Doors & Frames 0.50 % 14.67 % 0.0734 % 8.33 % 0.0417 % 29) Glazing and Aluminum Entrances 2.75 % 12.50 % 0.3438 % 12.50 % 0.3438 7. 30) Metal and Glass Curtain `fall 1.00 % 11.33 % 0.1133 % 12.33 % 0.1233 % 31) Acoustical Ceiling Systems 1.25 % 6.94 % 0.0868 % 7.90 % 0.0988 % 32) Lathing and Plastering Work 1.00 % 8.30 % 0.0830 % 11.17 % 0.1117 % 33) Gypsum Drywall Systems 2.75 % 10.13 % 0.2786 % 12.04 % 0.3311 34) Ceramic and Quarry Tilework 0.75 % 8.13 % 0.0610 % 8.33 % 0.0625 % 35) Resilient Flooring Work 0.25 % 8.10 % 0.0203 % 7.44 % 0.0186 36) Painting and Vinyl Work 1.75 % 9.51 % 0.1664 % 9.88 % 0.1729 % 37) Terrazzo Flooring Work 0.25 % 11.00 % 0.0275 % 10.00 % 0.0250 % 38) Finish Hardware & Installation 0.75 % 8.40 % 0.0630 % 9.30 % 0.0698 % 39) Movable Metal Partitions 0.75 % 4.50 % 0.0338 % 10.00 % 0.0750 40) Special School Equipment 1.50 % 6.00 % 0.0900 % 7.00 % 0.1050 41) Food Service Equipment 0.25 % 5.17 % 0.0129 % 7.00 % 0.0175 '-. 42) Security and Jail Equipment 0.25 % 8.33 % 0.0208 % 9.00 % 0.0225 % 43) Special Laboratory Casework 0.50 % (1.50)% (0.0075)% 6.00 % 0.0300 44) Carpeting and Draperies 1.00 % 5.50 % 0.0550 % 5.17 % 0.0517 % 45) Elevators and Escalators 2.25 % 5.26 % 0.1184 % 9.10 % 0.2048 _ 46) Plumbing Systems 8.25 % 6.91 % 0.5701 % 9.70 % 0.8003 % 47) Heating, Ventilation,Air Condition. 14.00 % 6.89 % 0.9646 % 8.70 % 1.2180 % 48) Fire Protection Systems 1.75 % 4.67 % 0.0817 % 9.40 % 0.1645 % .. 49) Building Electrical Work 10.50 % 7.81 % 0.8201 % 9.13 % 0.9587 % 50) General Conditions Expense - 3.00 % 7.00 % 0.2100 % 7.00 % 0.2100 51) Market Adjustment -0- (1.1048)% -0- "' 100.00 % 6.0000 % 8.5063 Prepared December 15, 1976 Jerry G. Pope G R E E L E Y , COLORADO 8 0 6 3 1 I. Mj POST OFFICE SOX 0 OFFICE AND WAREHOUSE AT a20 SIXTH AVENUE AREA CODE 303 352-5595 4 - ' HENSEL PHELPS CONSTRUCTION COMPANY Ile TIME IS MONEY - _. DIRECT DOLLAR LOSS FOR CONSTRUCTION PROJECT TIME DELAYS BASED ON 8.50% ANNUAL RATE OF COST INCREASE FOR 1977 Total Const. Per Work Per Work Per Work Per Per Per Project Size Minute Hour Day Week Month Year $50,000,000 50 2,100 16,750 81,700 354,150 4,250,000 48,000,000 48 2,016 16,080 78,432 339,984 4,080,000 46,000,000 46 1,932 15,410 75, 164 325,818 3,910,000 44,000,000 44 1,848 14,740 71,896 311,652 3,740,000 - 42,000,000 42 1,764 14,070 68,628 297,486 3,570,000 40,000,000 40 1,680 13,400 65,360 283,320 3,400,000 38,000,000 38 1,596 12,730 62,092 269, 154 3,230,000 36,000,000 36 1,512 12,060 58,824 254,988 3,060,000 34,000,000 34 1,428 11,390 55,556 240,822 2,890,000 32,000,000 32 1,344 10,720 52,288 226,656 2,720,000 ,,,, 30,000,000 30 1,260 10,050 49,020 212,490 2,550,000 28,000,000 28 1,176 9,380 45,752 198,324 2,380,000 26,000,000 26 1,092 8,710 42,484 184,158 2,210,000 24,000,000 24 1,008 8,040 39,216 169,992 2,040,000 - 22,000,000 22 924 7,370 35,948 155,826 1,870,000 20,000,000 20 840 6,700 32,680 141,660 1,700,000 18,000,000 18 756 6,030 29,412 127,494 1,530,000 - 16,000,000 16 672 5,360 26,144 113,328 1,360,000 14,000,000 14 588 4,690 22,876 99,162 1,190,000 12,000,000 12 504 4,020 19,608 84,996 1,020,000 10,000,000 10 420 3,350 16,340 70,830 850,000 9,000,000 9 378 3,015 14,706 63,747 765,000 8,000,000 8 336 2,680 13,072 56,664 680,000 7,000,000 7 294 2,345 11,438 49,581 595,000 6,000,000 6 252 2,010 9,804 42,498 510,000 _ 5,000,000 5 210 1,675 8, 170 35,415 425,000 4,000,000 4 168 1,340 6,536 28,332 340,000 3,000,000 3 126 1,005 4,902 21,249 255,000 2,000,000 2 84 670 3,268 14,166 170,000 1,000,000 1 42 335 1,634 7,083 85,000 - 500,000 .50 21 168 817 3,542 42,500 Percent of Increase 0.0001% 0.0042% 0.0335% 0. 1634% 0.7083% 8.50% Prepared December 15, 1976 Jerry G. Pope G R E E L E Y , COLORADO 6 0 6 3 1 (� '' y POST OFFICE BOX 0 OFFICE AND WAREHOUSE AT 420 SIXTH AVENUE AREA CODE 303 352-6565
Hello