Loading...
HomeMy WebLinkAboutPark Board Minutes 09.03.2015 City of Laurel Park Board minutes Thursday, September 3, 2015 In attendance were Scot Stokes, Iry Wilke, LuAnne Engh,Amy Pollock, Bruce McGee, and Gretchen Paulson. Absent was Chuck Dickerson. Called to order at 5:30 pm. Others in attendance: Matt Wheeler with City Public Works,Steven and Kelly Pottenger of Billings,Nick Kisch, Horseshoe group, Laurel and Howard Rickard, of Jaycees, Laurel. No additional items for Tuesday City Council workshop from the Park Board. 1. Public comment Kelly&Steve Pottenger, Billings residents who live off Buffalo Trail,want to invest in Laurel at Lyon's Park/South Pond. Idea from Rexberg, ID,cable weight park using the pond for wake boarding,skiing and snowboarding. Could hold competitions to bring people and visitors to Laurel. This would have zero emissions, noiseless, provides oxygen into the water;good for beginners,birthday parties and experts. They brought a large handout to share and it is attached to these minutes for review. Gretchen will share this with city staff to make them aware of the potential requests. We suggested they also meet with the Lyon's group and would put this item on the October agenda for further discussion. Nick Kisch of the Laurel Horseshoe group wants more people to learn horseshoe pitching. They want to add a 30 foot, regulation, pitching lane into their existing horseshoe pitching area. They want to modify 4 pits(2 lanes each) of their existing land with the attached pictures and information. This would require some concrete walking lanes to remain level with the ground. There would be no cost to the city,all donations,volunteers and Eagle Scout projects to complete the work. Cement in the ground only 3 inches down, cement will fill in the dirt that is removed,a total of 51/2 yards of concrete. These lanes are required if the group wants to host a state tournament and bringing extra visitors to Laurel. We explained the Riverside Park base level elevation situation to Nick and said we would have to share his information with Monica Plecker to see if this would be allowed. Also,they should work with the city to get a release of liability for the volunteers working in the park prior to making the addition. Gretchen will send the documents to Monica and will follow up with her. 2. Report—Pool Committee LuAnne gave a quick review of the profit&loss statement,see attachment. More building maintenance this year than prior years. LARC still has not responded to LuAnne's questions on how much funding was raised from the August 15 concert at the Laurel High School. LARC meetings are on the second and fourth Mondays at Woods' Powr Grip. 3. Lease negotiation update—keep leases with the Parks group. We can continue to follow up on them. City staff get busy and we can keep track of what is still left to be decided. Jaycees are on a yearly lease and are in good standing with the City. After the Chamber lease is negotiated then the city staff may consider setting a 5 year lease term, until then keep same terms and renew annually. 4. Discuss transferring of lease negotiations to staff—not at this time. Keep leases with Parks Board. 5. Riverside Park Plan update from Monica Matt brought a message from Monica,she has not yet heard from the DNRC. Gretchen to email Monica for further updates. 6. Update from June/July action items: Email from Kurt Markegard was read regarding park maintenance agenda to have the tennis court foundation removed. In summary, Kurt believes if the tennis court foundation was removed then the remaining area would stay a mud hole as not funds have been allocated to put in grass seed and sprinklers. He was instructed not to exceed the budget over last year and nothing was added to deal with the removal of the tennis court foundation. Matt Wheeler agreed with Kurts information. He said it was better the way it is now, otherwise it would be a mud hole. People are using the flat surface now more than before. 7. Other items • Iry—brought information on the vault toilets as mentioned in the July and August meetings. See his attachments on the information and pricing. Gretchen will share with city staff for their review. Send to Monica to see how it would impact the base level elevation, if any. • Howard from Jaycees requests additional LARGE signage stating:"City Park—NO camping allowed", "Bathrooms Closed", "No Services". He is getting asked 3&4 times per day at the park if camping is allowed, people are using the ground outside the closed bathroom for their bathroom. October 1 at 5:30pm Agenda items: • Report- Pool Committee • Lease negotiation update:Chamber building and Jaycees at Riverside Park • Steve Pottenger&his cable weight park at South Pond proposal • Nick Kisch—Horseshoe pitching lane modification—update from Monica Plecker. • Riverside Park Plan update from Monica Plecker • Additional signage at Riverside Park: "City Park—No Camping Allowed", "Bathrooms Closed"or "No Services"signs • Update from August action items: • Did Kurt/Matt call the Billings metal collection company to see if they would come out and remove any metal they can find? Adjourn at 6:20pm Gretchen Paulson Park Board member _~~�=�- wmm�� . . ' ` . 0 cc, - . U E ._ 4-0 GI c Cl} 'am'. ..= -a- ,‘,1‘ 0 to C.) U > U CU of E— a. ,1 .. 4 . N C .- .-• < N Ct • W A C 0 a Y . t 2 C G .L.., N • 4- y w - a lA O N E CO a 7 O +' O ca _ C w 7 d pf .aM.. «01 M U 01 V 1C C b us o O. Y a x •C a, -C O t() 43 o 0 E 3 $ 0 to - �: .1 0 co • .` 0 0 o w a 'n i .. ,- +J "O a C -0 ?. u' U U 03 y 4 , . 4 ca 03 M N N C In C .JC +, C o 17 co 3 t0 4-. CO .0 N 0 o U p U -°0) 3 C N Y .� N p N Cil m X C U a 11 01 • CN_ N•O CD ' Q H. 7 C no _ E TO O N m •X '0 0 r4 4 tp m O Q) 4U-. CA., y q N 0 0 C 4- .O U y 4. e•. 44L. n OU a. . to u n U • E 7 0 4' 7 o s.- 6 C c C 0 .q N U O j� U 0 U_ 0 (0 O .t •.' v 4 CO L 0 O y O CL U of [1 E d a a 5 a ❑ ❑ * a E a a. c 1 I ,•: • co -a c •0 C w N >- >` a+ '••• 0 N O N N 4, d N CD 00 0. •J m o c o C o .., E m 0 c a, c 0 `- C c L-• N o Q) U O W L 0 CO w .• U) ra 0 COa N .. c 7 a) ,CD ID d Q -O p O) y y'• <13Y' N 0 0 di ., -0 a d CO ., +' U U C 4T E N 0 p L...7 C co N (O N d.0 4- V J 4) Y Y A o M O o N U �- . E 0 .., d to 0 C CO ... ti 4, 3 > +, 4-, °) D 0 x 0 U vi 7 ,o, © >. C 6• C N _j E 0 L c s o CO (0 03 w m E d c c o s n E E p, Cc-.0 0 m CO CJ cto U_ 0 0) a, a c E CD U ate-' a 0 C C > ate., •C 7 r, 'D CO �-, ++ w, c U N W o n x o v- o = 61 w — CO cr o o to 0CO C 2 N U N 17. N +N, N +� N O O Cl)N .-r • O) w c a m om L. _m W '4- CO C U. to CO C - E U 7 m O0 a o a 7 CO o L a 7 7 w ++ .-' O +, -- a' �" 4, 0 s-' 0 U U 4" U E U U13 o U - U) C U W •- c c .- w .- p .- O .- c 0 •- r m a) C- t6 CL .0 Q. U 0. Cr) Q. (D >. a +, i '... ti F-- ...... 0 0 0 0 0 0 , ,A. .0 at re , w .6 S.- al Not - tu ta . o = . , 01 at e--- .,. .... t 0 c C:3 ,--, C OD M M 1-4 :-."1"....". co CD Z a -(-k-.1 u LU `...- 0, C 0 CC _ _c cu 03 ....., ' 1),,,,, LU LL. C w — a) -0 c c° 0 ..... co 23 — s... 1 m c C CI CP 1 0 0 ,C "5, ''1) , L''''- ;: r— ro C •4C > a) u) ....., ' : ;,.. . ..., > 0) ."; •c6 1.3, °/ ,;•; . - u..I 11.1 Cl) CD --.1 LU • • • • OW (I) ,- Cu 0 . m . , .,. , a3 6. 1... 03 01 03 .'';', - ,-1 1... .___, 4.. _ ...... a) -c _ 44 , .4 ..,..) I— . , o c) a, .).-. ,:.- ei I .',.,' .. 0 7 , • rl Cn *0 = E 2) at, ,...) Ii- a) ,_, ....., 4... '-' ,„,, 'n _ 0) >.- ...., M I'', (L' .3. 00 al +-, CO ca a C C al - CC a ab CD 0 0 ‘... 4, ..... .... CU co 0 n 0 (-73 7? c 03 43 ea tn , CI) L., ...., 0., ›. co ..c: - a) = Ct.. 03 C3 -g ›- (4 a 03 _c 11) ,—,..... 0 ..•••••• >,... CU L. co .C. en E ..., U3 TO' ..' x cf) B % 0 CL . ,g. Go . 'E. L1.1 Cu.sz 0 -C,,,,., ,-- '-' tww, 4, ja 0. CO — F."" ...0-' CZ .. .4( .- CO a) Cc.1,) C 13 XV) , 2 --1 1441.i ).0— c't D a) 'il I-- .., ec 0 .:-.. i.- E E 4-• ° E .4 0, w ._ .0 0 4, ..,„._ ).... 4,-. Oc X ,,,,.,, ,,, '' •4 Cf) +-' -13 l' •• PL:)- i ; .-. 1:1". (.1 4.,.. , ... . E: .... • • • • t, , • + . , - • La --- ,.-.„ .' i,- —al rn AZ o o ) _ s. — _ o v) ''' 3 a) 22 Ese -- -----,4- „...44s-r-- .-----' 4- ! i .- m a E ,.„ US C (-- -- t a - 0-) o E ti) n .c c, o co E ,.. E 4.- C) i) , 4,.... iot >. 0 .... 03 Cr) C) - a tm ' . .1. ' a) s- , a '.. .', ..*".-.,... . tr) 4., L- E E 13 CV CU 0 .- .0 E - rh- , ...., a : CD • t , U) UE co -0 try LI 0 .,.. ,_ .-, r-4 C r4 IV' ': le' .. 0 a. ",.... n ,......, 4.- In C CI) Cr) a .„, - . . WV co a.) ,.... - .u) L.) 1:1 ,. CU .. „ , r-4 -0 .)... LU Cl/ 0 :.. 4., C .--, CI- E r-4 ,---., tts -a- L. E (0 4-, Cr. CID mill" Ca -C1 C M (0 ......., c 0 0„ CD cr) 0 7 ..c c , >c aj a) — 43 m C) M Ls .?„. as 1.- C '-' 01 03 v) - (7_ ..., _ — •••••• -< s ,._ •- c •- = r..) Ct o o < 0 s.L. ‘... Cr) c g. r?, -o a) tn +(;) 03 L. cn „ ...-, x 13 L- o. a --. a) 0C OC U) co ca .0 0 E ,._ ..c 0 0 -- = z CL I) " 0 di, C 5- 0S0 CU) L C = <C Cr) CO .2 4-• Q .0 0 W C.) 0 0 Cr • • • • • M 4., "'!..t: •,..- 0 0 c ... - CO ,.. ',.'' i) ' . U 4., — 41:3, .."*". .1‘ 4 t e • ---, . ,...-. CD c S 4 '.‘tLL M L.) LI IX :eV 4 -0 .0 = 0 ° ,.._ ms o ...... 3 ,I, r - --' 1---1 . ,. , — c a, ; . --t dm I %woof ,4„„j CD '3" oCt -Cl) 2 x E $.4. ii k"„ - ',.-- c., ':': CD , . .t..' 4, . ,-, F #0) - co 0) —03 C 0 0 ", 4-4 E ..--- *1 ' i ....... +a) — c cy 0 tv E f 0 4—, o •c3 H Z CD CD 2).. t'' ...,. r-4 -0 a) M Mas 71)-- rCji CU E '-', EE =0 '' C ... ..- " _ L.. = o C!) co ca.. Ci CI CV C) V 0.) ,-1 a .- '''' 4! r 0 C 0 C VI 0,..„.. 0 8 c_ -. C.) "" ° LI' 11:2E. , c Cl) ti E (-.- ,- c'. ' - Ow = C) 0 G, ( -C; .. , 4......, .4, 4.4 .0 co -C3 L3 0 • • • • ::,4*) 44 „ 4 .• , . `,. • J „44.10° •••••t. , 5 "-- 4.. V ,,/".* ill.`'-:;••:''-'0'. - '‘ ':7 ..• t ,,4. .. . , to 1 a ,.,..-, . ., , ' . , ,, - , * i i ;... l , \ '''..f..'' < .,.. , , . .. '.• .:,',0 L,t:^''''' -• ,i .• i_ x , ._ , , 4 , , , 41 . „ . , ' c 4 ° .%,*„.„„ • ./8.":4: ., , ' i 4 .,.. ,. .... ,, , ... ..„, ...,• c, .., 4 , w SSSi• , - >, to ' — r , .'...-. :C; Z"; i* t -,-.: ' '','C'7,,,t'..`-`4,', . ';',2, c 44, co C= .1C2)I () z n 11l5'11 . .,.•'N,' .t,,'1't..IN-vV,'.$*:4x','41,'C"., ,,'.'44,..4.•.,' f co 03 i •• ,• E.,t'",•v,•' ...t•,„1F,.::".o:.- .L-,-.r... / t- . .,.•2 ' 43) 7- w '' . , cn 0 • ,r, ". 4 5; 5 Ln 0.4 . _ , CX (I) c co r: a) L( ,4, X •• ' - ''',t,",„ 0 E .-.1 CD c >< t) 11) E cl) cu c t“. 404, "' , ?..' .z.,. CU x _ u 43 = 0 ' *II tsl, „ , c u, tr) 4-` — >` '4, ? (.,. M 1-: cu. o' En ,c__°4 ..., ri '-- CL) v) c...) w ',. C C Cr) C X ' i 64f-• -: E.. . .. .„ ,, zi, -3 GI E 1- , F ...-. , , , c 0 LIJ (71 () 2 ,..,-; . . M eL .. 0- E t:2) cc3I 0- .0."'" (1) C) 4- CD cJ a., a.) cc e i— .‘-' E cs D t .. c c) c , Lu ,... t) .c = r3 Cr ,f; t-t ,..„ s_, ,...... c..) 0 0 — t 4'. ,..,, C.) . - . \ M c) 0 0 . . kk < „ ,, - ,.,,,..... r.4 , . . , ... ... ' ' .., 04 I.?”:''',,'sn. *.."..."....!.•..., '''n,'4.-',,..n;,,„ ''.,4','Al, 1 / 8 f -71,4:1,*- '...,:' . ? a. ot (ez tz . .„ .., „.. .. n n .,.. it •- .J 9 9 ,,,41) .,- 1 1 . w t44 • ' g y,*`;" 1704 ' er, ta , x . g P .-. . 2 a U) r. ‘ 0 9 — .; '- v) Li. ,.. ti ,' I— )' ' r !. 0 ,3, M 0 , D LU 0 E . LU L) 3 E . -C3 < = a ...J CD ;E CI. 1202 - . ., .1 a u . i . Cr Ci) CD ,---, .—". . 0 E E -. CD "123 X N: cr, 1 co c...) 20 - z E i.‘, cu 1 . M 1"-- 4tr .. ,..,., ,, .., ct) ,..1 ' o ........ 4.._ (X c) (1) *-- 12 r ,•:. . ,• '*' CD 1.1--) Lu (v 01 0 g E. U) .c _ rcl . ',..`). ).c) ci ‘..- -^j C) g'. "- cc M C1' ,,„ a) ,._. %...... cu `c 0t to z "`"""' CO I— 0 0 ctg ..,2 Ct %--- . --, .. ,..,.., 0 -- ,-- 0 . . v) 23 0 .2 c.) t. :', c. c C) 1'4.) (X ,..... ., 0 c -- ar Z co "'S. 1 . I3... . ; . = ?:1 C3 cn to 7;) $1 " t 1 • 1 C-.) z z cl) Q .U) ci = k‘ Z t3 4Ct 0 — /.... 0 • . :- ' ' ‘ ‘ft CI) * . , ,.. V'1. '1%i4it1/4 g g 'k. 'ill'a, .i' ,:'- * *."-"". 'I'''•:... - 1,1,,, ,..., ,...) $ .,.. , (%-* ''' -i ' ,;-.,„„„_----....r.„.' 7,------zz'4':',..„,,,-,1:.,,,,. r,•,7c., ? , . -i TI 1 6 6 .., ,.. . ,,... tt. - A-orats,„, •.4 .w X ../e ...e ..0. I , "''';lo,• ''''''' 1 • .:1•::::1",,.. , 'I rt. I, 8 s . .„ gx o ..,....., . ,.. w 1 i- ,, .... , .,4 i- LLI M Cn ,i't!'-in. it. '' *: . '•' ":'' f2 iii t.', I— Z .- . LU LU C.) 0 c C.) __I Z = = 0 0 CD C...) cr a) z E ; ' .cr rn! ,-' . 6' CD L/1 r---i u "t3 CI) — — .._ en co t ' Z t 0 0.) _ 4..... V) 01 z LLI "CD a) -F, ,•••••• EQ... - E ' . , . . s..... a .;:- --.) CI :.'..- CC ....'' . '."'".. LO W ..0 `,,1 Cr t— cr, . r cn ..4...„ „ 0 ..... - f..-- (1) 01 c . ..,..,.......... t.- 2 „..„ • 01 — 00 7.,.....• . = C3 cc a.) . . ts....... LU a ..- C.) -.) .,... (f) c) ii :;,-.„ .t, "Ci• Z tt:3 0 • • '44t *''" i'" • .-,,,,--.'`• ,, V ..* Ivo • ••• ". ,k 1 -1.,.• ,f An 4*- 14:7' .. • 1 V k?r,..• -ail* ;4-;-,,ii ;t- .. , s .1,•:\' .• • '''. all. i ' .;•,?''''.-,g) ' • , . . •,„, 4 • ' It i,,,,,!, 4i ,,,, „.• i1/4 41' ( t •..., *:••$' •'•"r •. •0•,...^.••„„„0, • , , ,,.. ;.',', 1"4 -'•'' i `, ar • ,,,, fl,,,:. ,- .,..1;,0 .,.. .e " , • .,.. r.' , • f • t.....e.': 4., ,.. h1 ... •a ... ..... `,..° . • t7.'"'4')***-1.-- ';',"...,,,k. ''''' .;,•'' " '' - .,* ,.., •,-,4 1 •• ' Nk•','\'''' „..- l'''''..... .r ....* ,..t, , '..;,,4-'4 .,•'. ° , . , ... . , 2 . ..;.;„ v.f. , 1.... ,. . , 41 2 -:`,.;, 0 a...) Q) 4.... 4-, ..-, 0 - ca 0 _ ,_. ,....0 o ol C.3 0 o 0 o ..o ..., c ..-.... M ol 0 o 1E3 CO z c O (.) CD c2. nil) R o 0 L) 0 C-- ....y a) . 0 _ 0 )-- ch al Ce 4. , _ -0 Or. cf) CU 1:3 (13 2 CD c >,.4.. CO ti 0 CO tO ol 0 Cr. 1.0 00 0 .,..., .o. .... 03 -,e tn 0, .0 TJ ca ...)e r 01 C .c. 0 0 0 ...)e. ... ›.. a(..) 0 -- a) 0 ....• 0 — 2 o '- U) 1- -F, G3 3 !., at, - CD . cr) -a „„ a.). Cr) i.k i 4- (03 c - CC) (1) 4-, C - RI 0 a , a)< 0' E u) '.-'3 0 <') cL 6, 6^ 0, 4) 2 co _ c cr) CD . f) .... . C. --, . -a = ?-.' -7.i. Cn u0 c > El) 0 .. ii) co —3 E " •-• --Ei rt-...), 0 CY Z; rt) o co, - .0 _ ''' Q .c. al co 41 0 41 co ........ t j Cf) u} cs).-o o >"' ,, , 0 L.: .f.. (-3 R.: ci g P. ,..' .4 ,e . ... E a) 0 '-'(... ‘... ' ', `---' --- at• cts 4" ..o :.?1-* .....1 c 0 -c $.-- > 0 , u C.) = ("3 u c >. Cco ••••:_,-- ra Cco a, co >0 t34,-, a-o '.-' '- • i c a' E — w LI) • t's Lc ra ,---t — 0 i LJ R .0 cr ' < C3 CO (..) E 0 E DE .., s:Tc. ,, 099 1.%. t ,,.., ,.•. ,..1.. ,111 „.„ .7.',.. „, ,z, -u - - .- .. g z a C. c 114 . (,. '40.1.it /r , ' \ .ifid,o1 - . A 1 V1.14 .1. ii ili0 1 — , ...; . 1 ' [ ----- - - to U) (13 E s.. . a) ''." E — (-) ... 4C3 07 4., a) Ls) = t, . _ a) 8 z:, u4_. .... C (11 C OL, — ea..49 >< 4 — co 0...., E).... ).- a) c .. w, a) c a) a) m 03 C.) 7., , 0 al . Ci ...,a) ',..-- ..., E ''.- E 0 w .4-4 C CIC CD .- VI 9.. rti C ra t9 ft .0 '-' •... c.. c - 3:. 0 0 -- a) ,-CJ co a) "- C3 a' a .... .3.3, 0 c ._ a) 13to ,.., X A., C) 1.... 0 A--, r.... ..c 4, ,,,, - ...... c) '3 E 'al co .., (.° 0 ,,,,, 4-- cu C) F , ..c aj 0 01 t0 ,_ CM 0 *o co co 0 z- CD .- CD 0 C E) Cn 2 D ......, -0 I) z w ).-. . CO _c C.3 7C2 (1) 0 0 2 (''' .. rtt Ctc Cf) ca -ra 0 c 7) ...... .. . . — E C3 re, 0 v) 73 C op 0 C-) '-- 0- t- CI) ,..a) - 0 (1) 43 . 43 C) C3 , (4 U) ,... 0 t 4- ° 0 .0 ',.... 4-4 C 9 4., 13 0 ...., 0 ' C •— -C 0 0 ..., 0 ..--' CO a. zz C) 0 -0 (••,) 0. 13 rau E a) . ,.. . 0. 0 . mai . •'"'" ,c •- 6 C (r, Z.: a) ._ ca) r-lx - -, L3 co›... o ,..,, TJ c co .... Al• " 1.) ..... 0 at al IX (4 ,.,% a) c -0 <'3 v) `44',.) -,4 0 r-i .11 5. ..,.., Z. 0 co „... 03 C .., (.; ,..., )6- CO ..)-( -- cl CO U. w )4 >,..-u .----. E 0 (1) zn CL C3 C a) Ti 4tt 1:s , = ° ' E -° c C) t) ' c) ,-4 co v) CO .c.: Cm) ,..) g C Cl 2?, 0 c c tj +-) -Q.3 /-*') co t.) Cr Z ,-- C) t3 C.1 In (13 al — -0 0 1 ) co 0 cs, .4, a) al c )..... v) ...... cu. ....... CM c-4 W °CC +."' , CO C a) '-- ra a) a) C) CO ca 9I9 LU a) ta 0 ° — -,--' 4-.' ° a) — 0 0 0 Cr :.1 2 c® al c ,,,,,,a1 "' 47: a) °L F"'"' u j Ll ,.... 03 ...f. .0 0 5. 0. < C C0 • • • • • •:=C . *).4‘t• , , /..'11•11, '7110,:•.7 / ft4 • ',.. tl `‘,14, 4.,' • f tfr " 40 ..4 4 :I' „..., '--!% ,,‘, ..., ,... ..4 ••#• •'•••,"'”' •• 4 ' ' ' ' i '''`• .• ' '••:.1', iii, ‘, sNsii 44s '' . ,.. ' . ‘ , ,t.:-.7...P:o',!.-:''' ''''' '1,7,,oz4,,•- , '''. „ *"::** ‘.44 ‘'::, - t - ,- ''' ,:,•,,,,,,,,:,:t1, 4:::.,A ,,:-,7.-,.rf; ;.,-..,,,,, .1 ..t 4',' • ' ,s, "4/1' ' • / ^ ..,,# .. . • , ,4, * '• ' ... ? E ____ ....7., ........27,,,; 4t. "•••• ,4.:••' ' ' ';,••- ' 1•4-•:;°,;.4,44 I- a) 0 4.... )- t. ' .....,,, ,- 4f i.,,»•: 1...',. i,',..- ‘' •:',..1,‘.t.',....t..;•4:y.,•,-f. ..C. CC CO *'cfn* 0 . ," ,*, ' ,„*". TAINIIWI 4,,*,.,..:*4• ?*,'4 LU I_, al ,,,, a ::,*"„ cn "1 ' 01\*4 ' *,. ,) sr* , ';$•:::-= LU c, 0 = -r3 '13 7,) W ., ,,... ...., . I— c -c: ,„,, .9 C/3 . ,_ , ---. - 11, ,4,‘ • . :, '"f .1.F., U, ''. C.: CI — c..-,), ca. .., ....., .. --- (13 ..::,,,, 4,e) 0 ct •-__. ,..E,3, ,-,-, j:t.t1 . ..„ I:-; z • -, y, ,,'., 1.•••• C 'cTi. 21 UJ . , • .4:C LI 1--- 1-- ...... • • ,.. ,.. ,, Q N f 'r < 01 F t-O 4A08,"i,- 0'15 C yN m gK Hsr a�Q w N E ;f• 1- - • • oR I t`Ein ._ p � ' d w E.' i. I. Al ilk ' . b. .,,* allw --; r g� 11 1 m I j f issi i____........,.....-- • o m ---71—.._._., • • O. • u N 0.3u O M -0o h a cm N > w. m o u a: m ., Y d CD q m -f, ❑ a) ❑ w E ,_ E O C a N 0 E c o ,. va) .c 0 , 01 01 > E c CU],, m N ❑ N [0 7 c, N 4' tf • Q' a) 4- O 4, ,o a w+ O 4.-' 0 4_, w cm. .+ c N Q) v m M �", _,r 4 .0 77 m y Al.., u m cn N a d q Cr. C.3 C UJ m Q] (/) U N E c = rn U R E c c w c, ... a p, 0 LU m a co n rn c 0 Cl.. CO � �, , CD Z CO A 0.7 i- 0 c r_ E t c .1.4. asC ° w o 0 4-, N .Q �- W Y O, r E U F— ❑ s ` -Cosc U. cu a) m c ,Ga f Ea �Q a oMm U _A a0 W m N w a c vO] to } Cr4... -- 3 ,,. — Q) a] C U W C 0-, D. a a 0d�1.".".< ZC„ a iv a) (-) a 4 E mG U 4 N 6 = R .c 2 t ! Al N .."" ccj C 4 u r� M Oft.7 coro ) tn 1`.'-' g2b .'a`'g rd 1 <e of 7 -rurp{ E ". ... '�� 111JI 0.3 E i w U JI o .-.(c.-.� _ -r--- 3 i € �_____:----. 0.-g.'"'"- a _ _ Ar as `Z • a'E r I) N iT :T: :t . O 1 i d I 1 0 W L. T1 0 w CO a •- m a .0 U ll >. to .0 'CI i a O a 4 CO C C Y m w N a 0 C a W a v 0 _ r.- a w a a a a n` c N Q — m _C a°, a o 0. 01 V) a O E to Y a 'o -0 a a N - U •p •.. U C ,.•••. E a a U � w rn f. E 03 L CO N .7 E N 0) a a 4- 0 Cr Ca E E 0 4, e /'/� .X u) Iv 03 O m w H Z. a as } a 1.- 44 a. u m ul a. O- 1... V1 d rn y c Q. C C 9, 41 v c C W y.. W O. 41 a o IO C •y u m O O ) W to h at--, U CL ... ,c7 b i -CIE O '- W TT a a., 0 a G C C..) cow a N Q C .c ,u co W _ a - w a a cac Y OZ Q. N al .c .Y _ U 0 t A , 3 caN +.r a 0 a E a +-r 4, w '�ac £m y ro «% +- co c . vcC y `LU n1 W Wr nca 00 L a) .0 00 r-1 aa, C A co U1 CO c c w N CC Q a c a a1 0 *' v a ,� o v, .4.1 w a) — U ¢ .., _ .._. .w 0 C) a u W w n Cr) �' c �' C y m CL m H �; G ‘4,\ d CO C ' LO W ri 0 O °. CO 0 --• d w v LLJ CO a 1r .o- (') x U CL (0 CO C.) C2. O c E CO •C N U - ' a cv I' 04 ii -. '..1.It.'"•:, . ; fi' ..4/iA. .-40. „„..,•K'''.., - \\ ... - , - \ t,.,. 4' 44,,,,,,,, ',. ,. :. ':\4' i'‘' 4 , '' '.:',4," .4,,,,--, ' --'4 ' ,,, `t,'«: ',,i ,.,,,4 . , _ _ i f, _ . A 447 --i i a:... A f• 411h t, .,.. , a t 444,4, 1 i ml , 1-41. i tilliNUIN000,1 3141 1,1,' ..., u 4- E _ ca E c = f 4) in _c c a) ''' AI u. H u E>,‹ ..,.. C .. ...... D M . , co 4."' C a E E f.,) ' t...c'' co -- ccu mt — c 4- _0 --:-. „t: E. -- -t' 0 0 .... ... D) LJ) cCD , c C P.... , C .0 l/ ) ti) '-' 1.111327 i .ci 3,_r3 1.—ct) 4,a 10 0 1%12 c2v..: owutt 1 7:.:I)00_ ;E- +c'') ; ,„ ,t) 0 al 13 c E ca co L. m E r o saa E....$ . c co — co c co (1) 0 X E - -0 - •— a) - E C V ''` 0 .0 1 tl, % vb, 1 i F-- w ›.. 0 --±-• If). C L7 - 'as L) :;.; E ,.... E ff) _C 1.. la = cv m ' i) E >< C) (I) Z = 4 ( . e f7.' , , X V) ,--.. x = F__ .›. E o *— —co 01 (i) z ci 11.) .. `Z7) QS co H 0 CD = F....0 . • . ' ‘,,t\ LL, C3 • LL • • 71.111111111wat"1/2+1.4...- \ >. > to , .. ., , ..,. CV t I t ,.. . s • IA I ... , ' = , ' , ,. .,.. ... 4 ' ...- . s.. '; , ,. 0 t ' 1 '" ...,, , 4 „. : x ,.. I t .0 Alai 1. x , .1, 2 u. yr rE * i i it cl ..., —1111L4411"i it ' -::- , , ,.. I ,, , , I ".:., I1 . , 4 ' ' k 4 i * ‘1,, e , ,.. "". ' *'4.4,•\,1*7,,'M ''‘...i4. :,4kt ,, '.. ' K 4'•'..t"-.; .1•7/%4' .4?.."'' 't-.1/* ' ''' ''''''''''''''' or „11. sn 03 • 13. (1,1 a) _Dal E ca a) „.*1' ;$ \ Ci”) I ' C/3 .., , I—' CD Z LU ai 1 Pool Season May 2015 _. September 2016 Revenue: $30 Passes - 44 count $ 1,320.00 Daily Passes $ 6,185.90 $ 7,505.90 Expenditures: Payroll: $ 1,431.57 Operating Supplies $ 747.55 Chemicals $ 2,724.68 Utilities $ 1,289.60 Phone $ 188.42 Bldg Maintenance $ 8,924.08 Contracted Services $ 46,224.00 $ 61,529.90 2015 Season Deficit $ 54,024.00 Dear City of Laurel and the Laurel Park Board, With the National Horseshoe Pitching Association believing that we are losing more pitchers every year, they have adopted a "30-foot" rule, along with the "40-foot" rule. This will encourage youths and women to enjoy the game even more.The women can pitch 30 or 40 feet.The men over 70 years of age can also pitch from 30 feet. The Laurel Horseshoe Club of Riverside Park(Laurel, Montana)would like to put in eight (8) concrete lanes in four(4) sets of our pits. This will make it easier to stand and play horseshoes for all of the competitors. Each lane would connect the opposing horseshoe pits (2 lanes per pit)—each lane would be 18 inches wide and 3%2 inches deep and 35 feet long. The addition of 8 concrete lanes will be at NO COST to the City of Laurel. We have secured donations of materials,concrete and volunteers to help make this addition to the horseshoe pits (only four sets). With the addition of these lanes,we should see an increase in participation of all ages,genders and skills. We would be responsible for upkeep and maintenance of the lanes, as we have been for all of the horseshoe pits for many years. As a reminder,the outdoor pits at Riverside Park are open to the public at all times. We use our indoor pits for days of inclement weather, especially during the winter. Sincerely, Nick Kisch - President—Laurel Horseshoe Club 628-6110 44, '1 ft , spi Recommended Maintenance Practices For: Montana Department of Fish, Wildlife and Parks Latrines Manufactured by Flathead Concrete Products Exterior Surface Repair Repair of exposed aggregate surfaces is very difficult. The principle behind exposed aggregate is to let the underlying concrete that you want to keep, cure to where it will not wash or scrub off while keeping the surface area of grout or mortar and small sand particles from curing so that it will wash off. Preferably, these repairs should be performed by someone with experience. In the event there is no one with experience available, the following is the general procedure for repairing holes or damaged areas: a. Prepare the area by removing all loose pieces of concrete and cleaning with a steel brush. b. Apply a coat of concrete bonding agent to the area to be repaired. Concrete bonding agent can be obtained at most hardware stores. c. Concrete should be mixed using aggregate that is a maximum of 3/"but no larger than the depth of the hole to be repaired. In the event the only aggregate available is too large, a small piece of crusher screen can be used to screen out the oversized aggregate. Add black powdered color to the fresh concrete until it is slightly darker than the exposed aggregate that you are trying to match. (When colored concrete cures the color becomes a lighter shade.) d. Wear rubber gloves and fill the damaged area by rubbing the concrete in with your hand until the surface is flush with the surface of the undamaged surrounding concrete. e. (Now the tricky part- creating the exposed effect.)Apply a type "S" concrete exposing agent with a squirt bottle. The depth of exposing in directly related to the depth the exposing agent penetrates into the fresh concrete. The more exposing agent applied the deeper the exposed effect. f. The area where exposing agent has been applied should then be covered to keep it moist. If it can't be covered, the exposing agent must be reapplied on a regular basis to keep the surface moist. g. The repaired area must set until the fresh concrete that is deeper than the depth of desired exposing has cured to the point it will not readily wash off. The time it needs to set before washing is dependent on the temperature, wind, humidity, and amount of water in the concrete. In hot, dry, windy weather the time it needs to set could be as short as 15 or 20 minutes. In cool, damp weather it could be as long as 4 or 5 hours. The surface should be kept damp with exposing agent for the entire time. An indicator of whether or not it is ready to wash would be to find a larger piece of aggregate and try to move it with your thumb or finger. If it feels like it is bonded underneath it is probably ready to wash. Always make sure you try to wash it down too early rather than wait too long. You can easily wash it all off and start over,but if you wait too long the only solution is to chisel it out and start over. h. When you feel it has cured long enough, wash the surface with lots of water. Use a scrub brush if necessary to expose more of the aggregate. Repeat washing and scrubbing until the desired surface is obtained. Exterior Surface Maintenance Concrete Sealing: Resealing of the concrete surface is not needed as a normal maintenance practice. The concrete will withstand weather for many years without routine resealing. In the event resealing is needed after repair of damage or to restore color and luster of the finish, use a non-gloss sealer and apply very liberally with a brush or roller. If, after the sealer cures, the desired result is not obtained, apply additional coats until it is. Interior Surface Maintenance Cleaning: Routine cleaning of the floor, walls and hardware should be done with a rag using a mild soap and water solution. Never use a pressure washer or hard scrub brush. If it is necessary to remove graffiti, paint, or stains that will not come off with soap and water do not use solvent based, petroleum based, or chemical cleaners unless you test a small area in advance to make sure that it does not cause damage. Damage could be removal of the paint, softening of the paint surface, or loss of bond to the concrete. Interior Surface Repair and Repainting Damaged concrete on the interior of the latrine can be repaired as follows: Remove all loose concrete. Clean the surface with a steel brush and blow off any dust. Apply a coat of concrete bonder. Apply a concrete filler such as grout and trowel smooth. Allow the grout to cure as per manufactures recommendations. Sand with#40 grit sandpaper. Reapply grout to fill any depressions. Apply a coat of Canyontone Stain and allow to cure as per recommendations on the can. If the first coat of stain does not fill the air holes in the concrete, fill them with grout and allow it to cure. Wipe of all excess grout with a damp clean rag. Apply a second coat of stain and then the sealer. It is important to keep cracks on the interior of the latrine sealed. The interior is subjected to high humidity and extreme temperature variations. Cracks allow moisture to enter the concrete behind the paint. The moisture can cause the paint to peel. To repair the cracks fill them with grout or paintable caulking and, if necessary, paint over the repair. When repainting the walls, ceiling, or floor the most important step is to make sure the surface to be painted over is clean. Wash thoroughly with soap and water and follow the instructions on the paint can. Replacement of Signs and Hardware: Special Tools Tamperproof bolts holding windows in place are button head bolts. They can be removed with a standard 5/32" allen wrench. The nuts on the inside of the windows can be kept from turning with your fingers or, in worst case, a pair of vise-grips. Exposed bolts holding the signs and toilet paper holder in place have a one-way screw head. They can be removed with a pair of vise-grips or a special tool that can be obtained from Fastenall or other bolt suppliers. Coat Hook removal from the inside of the door requires a small straight screwdriver with a bit approximately 1/16th" wide and a medium sized phillips screwdriver. Remove the small set screw in the bottom of the hook, pull the hook off pull off the bracket cover, then remove the phillips head screws that hold the bracket to the door. Toilet Stools are not attached to the floor by any type of permanent fastener. They are friction fit into a hole in the floor. Cut around the caulking and then pull up on the stool to remove it. Door Hinges are attached with#3 phillips screws. Do not use a#2 phillips bit or you may strip out the screw head. The tension on the spring hinges is adjusted with a standard 5/32" allen wrench and a pair of needle nose pliers. Insert the allen wrench into the hex head in the top or bottom of the hinge pin and turn it until the 1/8" round pin that is visible in the outside of the hinge can be removed with the needle nose pliers. Turn the spring with the allen wrench to obtain the desired tension and replace the pin. Dead Bolts are secured with %" steel rivets. The only way to remove them is to drill out the head of the rivet. Door Locksets require several specialized tools for removal or adjustment. A full set of instructions is included. Grab Bars are attached to the wall with standard '/" x 20 machine bolts and require a 7/16th"wrench or socket for removal. Twist and pull on the collets that covers the bolts until the come loose from the brackets and slide them back until the bolts are exposed. Chimneys are not permanently attached. Cut the caulking around the chimney where it goes into the floor and around the chimney on the top and bottom of the roof and lift it out. Note: Equipment may be necessary to remove a chimney as they are heavy. Lifting them out by hand is dangerous and not recommended. Window Frames are attached to the concrete walls with rebar lugs that are cast into the concrete. The only way they can be removed is to use a cutting torch to cut out the frame until the lugs are exposed and then cut off the lugs. A new frame would have to be made to fit the hole and then epoxied into the hole. A suitable epoxy can be obtained from nearly all construction supply companies such as Madden, Macon, or Fastenol. Window Glass ( See shop drawings for window material and dimensions.) The window material can be drilled with a standard '/" drill bit. Exterior Cleanout Hatches are also fastened into the concrete floor with rebar lugs. Follow the same procedure as for window frames. Gasket material for the hatches is neoprene which can be obtained from most automotive parts dealers. It is attached to the steel frame with contact cement. Hinges are weld on hinges and can be obtained from Pacific Steel and Recycling or other steel suppliers. Rubber Door Bumpers are attached with '/" x 20 machine or button head bolts. They are inside the rubber bumper. Access the bolt through the hole in the center of the bumper. INSTALLATION OF LATRINES Fabricated by Flathead Concrete Products PLACEMENT OF THE LATRINE: It is desirable that the back of the latrine(opposite end from the door) face to the South or West. This allows for the most sun on the chimney. This in turn, creates more draft and minimizes odors in the latrine. The latrine placement site also must be free of overhead obstructions to a height of 30 feet above the ground.. The truck must set on ground that has a maximum slope of 5% and the back of the truck must be within 15 feet of the center of the hole. We can unload off the side of the truck but it must be immediately adjacent to the hole. The excavation for the vault should be about 12 feet long, 8 1/2 feet wide, and 50 inches deep. At 50 inches deep the floor of the latrine will end up about 5 inches above the surrounding ground. The vault is only 107 inches long and 67 1/2 inches wide but digging the larger hole as above will allow room around the outside for a compactor. The bottom of the hole needs to be free of humps, rocks or depressions and solid. If the native material in the bottom is firm, fine grained material that can be easily leveled the vault can be placed on the native material. If the material in the bottom of the hole is rocky or unstable, over excavate about 6" and backfill with a fine grained material. 3/ " crushed gravel works very well but if not readily available any fine grained material will work. Project: r` Type: "Stillwater" Latrine Floor Plan . and Reinforcement C # CREti% MH/Sta. 2940 Highway 2 East Kalispell, Mt. 59903 Ph:(406)752-4259 Fax:(406)752-7668 107" .� 106" 83" 21.-.8------23"-----..... 8" Wall "C" f 1 13 1/4" ( 1/2" 36 1/4" 36" 71 1/2" 4' Wall "D" I 48 1/4" Toilet Stool f 18"—i- I — --3 1/2" --.-- Wall "B' 18 1/2" 24" i II I I li `x 1 4" Wall "A" "3 1/2'- ` __i__ „_..... F 6" i____ 5" %f/li o o e ° /112//1/.l" w PAVA 1/./"V/1/ f o 5„ 1 4" ...,_______27"______-... �— 1" inserts for lifting eyes. V:s mil 4"—f 71 1/2" H Floor Reinforcement: #5 rebar ® 6" 0.C. both ways and diagonal bars around opening corners, with 2 — i" x 6" x 71 i" A36 Flat Bar with 1" steel inserts welded and reinforced with #5 rebar. (grade 60) NOTE: Rebar mat is above the flat bar with steel inserts. Revised 5-25-11 Project: CType: Stillwater Latrine "A" and "B" Walls Inside ```I'H`A ? {��s� \\`‘:&.1 C R t\\/ , & , MH/Sta. 2940 Highway 2 East Kalispell, Mt. 59903 Ph:(406)752-4259 Fax:(406)752-7668 r 52 1/2• r p I _I 48'Drab ear r 8 �• %. ftb' Doubt, Coat Hook 80' or Toilet Paper Dispensers 0 !M 36• 34 1/2 21• 1 I 1• J 22 l/2 l 36• I [ I.—75• .I Wall "A" Inside Wall "B" Inside Revised 5-25-11