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Cherry Lane Village Matters & Proceedings on File
X11 ■ \. APR IT 1978 CHERRY LANE VILLAGE Matters and Proceedings on File Compiled by City Clerk January 5, 1975: City Council approved preliminary platt (dated Dec. 1975) for Cherry Lane Village ('tentative platt drawing, Unit #1) February 17, 1975: Planing & Zoning recommended to the City Council to accept fuller PUD concept for future developement. March 3, 1975: City Council recommended to County Planning to approve a rezone from C-2 to R-1. August 25, 1975: Planning & Zoning recommended to the city that the concept plan for Cherry Lane Village be approved. September 8, 1975: City Council recommended that Cherry Lane Village concept be approved. September 24, 1975: Fuller & Barney agree and request annexation. December 15, 1975: Planing & Zoning recommended that JUB review Cherry Lane Village Unit #1. March 20, 1977: Idaho Power Pump for Irrigation Agreement. Motion to accept was signed by the Mayor. April 4, 1977: Mentioned in Council meeting the final platt will be presented later with some change from the preliminary plan. April, 7l1, 1977: Council meeting discussion as to whether this should go back to the Planning & Zoning. April 18, 1977: Discussion as to whether the city should take over golf course. April 18, 1977: Discussion of golf course. The Council was polled and they were in favor of the city taking over the golf course. There was no formal vote. May 2, 1977:. Motion by City to not take over the golf course. Another motion to make a feasibility study to take over golf course. May 2, 1977: City moved to not accept the golf course. May 2, 1977: City moved to conduct a feasibility study covering the golf course proposal on Cherry Lane. May 9, 1977: Mr. Don Leavitt spoke concerning golf course matters; price of lots, building; golf course for city to take over, the project in: let phase 200 lots 2nd phase 200 lots 3rd phase - Remainder of lots for nine hole course. Homes 1501000 to 960,000. ;luild a rAF:i,rlorlce for club }Lohse. 0141) L'ai iii -011111 (-sI I44114-ao, It oats Epi 'Oro rot lrfXlUla. Costs cP golf saurse operation discussed. Final platts to come later. /herry Lane Village tters & Proceedings on File rQ .2. �. June 6, 1977: City moved to accept the golf course proposal pending acceptance of a mutually agreeable plan between the developer and the city with the attorney and JUB. June 201 1977: Planning & Zoning suggested that the City Council recommend the Ada County Commissioners approve Cherry Lane Village #2 if it complies with the necessary requirements. r + June 20, 1977: Golf course committee appointed Richard Williams, Joe Glaisyer, Marvin Bodine, Wallace Lovan, Steve Gratton, Bert Myers. July 11, 1977: City Council informed that city attorney Crookston is preparing a memorandum of agreement. July 11, 1977: City approved first platt Cherry Lane Village #19 p pending technical review by JUB Inc. July 11, 1977: City minutes that the city council recommended approval j of Cherry Lane Village #2 to the Ada Planning and Ada County Commissioners. h July 11, 1977: City recommended approval of the preliminary platt Cherry Lane Village 42 to Ada Panning and Ada County Commissioners. August 10, 1977: City Council approved golf course proposal for Cherry Lane Village. August 10, 1977: Five (5) variances approved by City Council as referred to in a letter J -U -B dated 8.12.77 Auguet 11, 1977 1. Refers to letter concerning Nampa -Meridian Irrigation Dist. water delivered within Cherry Lane Village #1 2. Motion passed to excuse Cherry Lane Village Unit to be exempt from providing irrigation water. August 11, 1977: Council Motion made & passed to enter into an agreement memorandum of Golf Course to be made by Attorney August 11, 1977: Motion by Council to approve 5 variancem as recited in the Motion August 11, 1977 Residences be exempt from providing irrigation water to Cherry Lane Village residential area. August 11, 1977 City Council tabled ditch tiling in -Cherry Lane Village August 11, 1977 City Attorney to draft and that the City enter into -a memorandum of agreement for Golf Course August 11, 1977. City grant variances for 5 items August 11, 1977 The City approve the conceptual design of the Golf Course 1C, herry Lane Village atters & Proceedings on File .3. November 16,-1977:-. Letter requesting annexation November 239 1977: Letter requesting a Liquor License to Idaho State Liquor Law Board December 12, 1977: Cherry Lane Village Annexed December 27, 1977: Nu --Pacific presented copy under cover letter for Memorandum of understanding r January 39 1978: Mayor stated that he had signed Memorandum of Understanding upon the insistance of the City Attorney. lace Joseph Glaisyer appointed to Golf Course Committee in the p of Richard Williams City a proposed Golf Course Budget for study-. January 69 1978: Lovan presented to January 30, 1978: February 21, 1978: March 6, 1978: March 6, 1978: March 20, 1978: June 21, 1978 April 17, 1978: August 21, 1978 August 7, 1978 Nampa -Meridian Irriggtion District met with City Council about Cherry Lane Village and Golf Course City agrees to pay costs of electricity for irrigation pump at a later date, the developer to pay $4,829.00 now. Attorney states agreement with Iddaho Power be between -owner of land - City assume when own land. Matter tabled pending review by City Attorney and Idaho Power j Mower at Golf Course - Need bid. Jim Grant, Idaho Power. Motion that the contract with Idaho Power be signed for the Cherry Village Golf Course. Motion to send a letter to Wally Lovan that the City is receptive.to the idea of leasing out the Golf Course to private concerns &.will open negotiations with interested parties.- . ; Wally Lovan - discussion of Greens keepera Formin Cor oration for purpose of leasing Golf Course. Discussion of Club House 54 yr. lease, own equipment & set fee for City plus per cent of profit Proposed Lease: Wally Lovan Proposed Lease: Wally Lovan September 5, 1978: Proposed Lease: Leavitt of Nu -Pacific ORIGINAL AGREEMENT This is Important to Maintenance Agreement:. October 2, 1978: Motion made for Mayor Don M. Storey to sign AGREEMENT. Insurance discussion. List of Ag-eement. Nu -Pacific and Golf Course Committee agreed (SEE LIST OF CORRECTIONS] December 4, 1978: Gene Wright (Appeal of P&Z Decision) Concept Plan Motion to grant approval of Concept Plan for Cherry Lane Village r.. a i :;perry Lane Village Matters & Proceedings on File .4. March 5, 1979: Bert Mitchell - Golf Course Restaurant Zone change, Beer & Wine Licenses discussion. May 29, 1978: Nita Lovan & Rich Stanwood especially sprinklepresent problems with Leavitt to be in t rs system tem broken construction awn June 4th, Pipe & additional expenses ST RECEIVED ,I,Y JAN - 4 1994 CITY OF MERIDIAN Bois Fairview Ave. Boise, Idaho 83704 (208) 322-5600 December 27, 1993 Mayor Grant Kingsford Mayor's Office - City Hall 33 East Idaho Avenue Meridian, ID 83642 Dear Mayor Kingsford: I have just returned from Phoenix, Arizona where I attended the opening of a golf course in which I have ownership. It is called the "E1Dorado Lakes" Golf Course, located near Gilbert. The firm that was the project manager for this entire endeavor was Golf, Inc. of Phoenix. I had a long conversation with their president, Sam Gunderson, about the possibility of a course on our Meridian property. He was excited about investigating further this possibility. In January and February he will do a study of this area. In March he will come here on site. If you like, I will keep you informed as to new information on this possible project. At this time we are still dreaming. However, maybe it will be a dream come true. Sincerely, er y L. Caven d/Enol/ No need to return the photographs. -�r May --o5-99 15:41 May 5, 1999 Cherry Lane Golf Course Jennifer Lovan- Holloway 2070 Interlachen Way Meridian Idaho 83642 (20.8) 888-4080 Sherry Styles Planning and Zoning (208) 884-5533 RE: Cherry Lane Golf Course Conditional Use Permit Application Dear Sherry, I am writing to you in regards to the phone conversation that we had on May 4, 1999. Thank you for taking the time to discuss the Conditional use Permit for the Golf Course. I just wanted to make sure all the paper work and needed material were in not only for the conditional use permit, but also the paperwork for the re -zoning of the proposed club house site. Thank you for the reassurance that all the necessary paperwork is in and the time you have put in on this project to make it a smooth transition for all concerned. MAY 05 '99 17:54 Sincerely, C) 9J��etnnii Lovan-Holloway General Manager Cherry Lane Golf Course PAGE. 02 P.02 r rvlay-Vb-99 25:42 7r G��RR� Qo w vs �� c� MERIDIAN, IDAHO 2070 INTEALACHEN WAY MERIDIAN, IDAHO 83642 (208) 8884080 F'k TRANSMISSION COVER SI-iFET Date: 5 ' �� 1 To: Fang 7 Re: a) n c"' I Sender: MAY 05 '99 17:53 R_01 USS 7��✓rnif�r ChPv'f��u �P Low 0, i�U tucic� le cc .dav-s�� ZY c) aD RV PAGE. 01 September 20, 1993 Meridian Insurance Agency P.O.Box 710 Meridian, Idaho cc: Mr. Wallace Lovan Mr. Grant Kingsford Dear Sirs: RECEIVED SCP a r 1,993 CITY (,)f' , Eligi)fA On the afternoon of August 25th, 1993, I played golf at Cherry Lane Golf --Course in Meridain,- Idaho. After playing 18 holes of golf, I returned to my car that was parked at the golf course and discovered that my car windshield had been shattered from an obvious golf ball. I immediately reported this to the office attendant, Mr. Joe Russo. Although Joe agreed that a golf ball was the cause of the damage, Joe would only verify that it did in fact happen. I also have a witness that can testify that my windshield was damaged sometime during my round of golf. I parked in the area designated for parking (southeast corner) which was directly across from the clubhouse. There were no signs anywhere warning of any potential danger. In fact, after closer inspection of the area right after the damage was discovered, both Joe Russo and I found several golf balls in the adjacent yard facing the parking lot. This would indicate to me that this area would have a high degree of probability of being struck by a golf ball. At a minimum, a warning of some sort would have been prudent to protect customers of the golf course. In fact, I would highly recommend that no parking be allowed at all in that particular area. I am submitting to you the receipt ($175.49) for the repair of the windshield. After calling 8 different glass repair shops in Boise, this was the lowest bid. would appreciate a full reimbursement for the loss. As I said earlier, I have witnesses that you could talk to and I also have taken photos of the damage and of the parking lot. This is available upon request. Regards, Douglas Moy r:•yv1XA=.:Ltif7«`q: .ir' :�l i.-!f`a - `^; ii'•' :,;" 'r.. .ry:' - ::%x' Sy�,j..? s} r •-.. - SIIRANCE,y G', T'�7 sre 64jol1'IS�.A• C1 Air y,�:��=J_.-rrs� f_ tzry 's: S �:! °t _:'x1 1'CNQ:. r. Y+ 3+"n rM S T { SUFiANCted /r . ¢ tiy.,sJ^✓A •1.►,t.v•:..17j -t• r>r«:k' 7 ?fTi��r}0, • c+i ,etc; + `.moi -+ a ' ::,,'>ii t`_ -a ZONE fro _ r. fir �" ` _ yy-CAt1SE'A - F'i .. i.� ICY h _: ! a + ]•' r., . `¢`_c.CAUSE i• ,. ��' _ BTION 1LNAME-- v; v moi~ f r .-7�' .•F,: fir'. - - - - - _ - VERIRED BY _ : PENT pI0ert^'`LJLOSSrDEDUT1XEOF �- •`r•T:�-WC1j ;T!-i"-+':>p'kRP•;fiT1=.i�-Tr.isft:� qrT; :,o�'`', - :i.l{'1c-.: ,i.y. •.,. 'N.e •• - Tar�°._C:.:�: • •.t ._ - .-. AA 1 FM00448 Ti._ Yindshifid :� :a <� = 2B.'8x34. 1 37.6. 55 ' 143.09 143.09 �..., Labor (�1at rated 20.00 , . "Urethane -Kite' If/ DAIi::; . 3.00.. -5: 00 - - ar.:it^- '���:� Jai - - -- - •- - _-i,i�•'r-.�si.:''LY.(i- .� �{ '15:•. N 7. - �7t..'1.:��rI: - - :F - - -5� _ - _(-_ . n. - r �ly'����� `i': i•tif'lati ti:'.q. ,. F•t'a•i �,+ti �-tJ^'�- - s{ti•'•' , - 1 _ •4 ar_ :{a -L �F •! 1.�n1Y?15,.Y �•7��iJY riT `a' 1 -, _7,. t • 4• •�. _ •. - _ . _ r 7 LABOR !NON—TAXABLE) 200 -,--"-.-WORK is -- __..---.-..- SUBTOTAL 468.1219 I hereby authorize the above work to be done together with the necessary material, but -request that you contact me if the cost ofthe services exceed -the -amount reflected on -this invoice...__.:.:.__..._._,:...-_.. _.._... _ ,._ :.-.,. _ IDAHO ---• . 7. 40. STATE OF WINDSHIELD _ :r. r <s, , : ':`;.`4�.r :•. Q NOT REPAIRABLEM0LACEMENT NECESSARY ❑ REPAIR TRIED AND REFUSED BY. ❑ 6AMAGE.IN41RITIeWSIGHT AREA-X35"$.'a`f,l:= ❑ OWNER:.; ❑•-THE REPAIRMAN ❑•REPAI"BLE �-.REFUSED BY OWNER - AUTHORIZATION TO PAYc TOTAL 175.49 su I hereby suthorite- mind empower the above-named inrance .company.'. to pay this Invoice In'.full . PAYMENT 175.49 settlement,satisfaction and discharge of all loss under the above policy. Upon such payment, all rights 1 may have for -claim. and demand for. baa and damage described .above against the .above named. Insurance company ihah.be thereby forever discharged.' In the event that. the above named Insurance company does not make timely and/or full.payrnent of this invoice according'to Its terms, I hereby accept responsibility for such pay, meat and agree to psi all charges reflected on this invoice to Speedy Auto glass sublet! b and,.pccbrding`to all terms and conditions on the reverse side of this ihvoics. MET MA Sel TEAW W1111111ASPAEL7Y we cam CONTRACTOR LICENSE I _' . �. .. —•-� _._ ,.e - _ _. _:: STATE SALES TAX / • _- � , � - V : ID " 1, C , E 78041 r7139923.�1; :. 08/27/9 02689 CUSTOMER STATE TAX OR IDEMPT NO_ CUSTOMS FEDERAk TAX I.D. NO. ::- SOURCE . LD. - ORDER TAKEN BY al$T BY F 1. 10 BILL TO:DOUG = - •. YT.. wrl•J'. •y f ?Iii 434510umitoom, ' 63624' ,T,• n� ir}a • - . :;.: �PERIDIA IDAHG8352 `i,si' _ - - -- e. .911 .4. ;; ., 37A•-0407 _- - .. r .l'l`. .. - _. F#'�2. I•iiCA-�,��..5 �: �niy Di .- .Y .r ,✓ .rtl±'"�.- _y �•y! -.x` -}r- ^•i. - d,•� r�}.ry!�•. U'.Ir'�:�i... 'TT.{y�?=•F _.t'_U"'1'!�(•`= i „f�•-:., `- y' r:•yv1XA=.:Ltif7«`q: .ir' :�l i.-!f`a - `^; ii'•' :,;" 'r.. .ry:' - ::%x' Sy�,j..? s} r •-.. - SIIRANCE,y G', T'�7 sre 64jol1'IS�.A• C1 Air y,�:��=J_.-rrs� f_ tzry 's: S �:! °t _:'x1 1'CNQ:. r. Y+ 3+"n rM S T { SUFiANCted /r . ¢ tiy.,sJ^✓A •1.►,t.v•:..17j -t• r>r«:k' 7 ?fTi��r}0, • c+i ,etc; + `.moi -+ a ' ::,,'>ii t`_ -a ZONE fro _ r. fir �" ` _ yy-CAt1SE'A - F'i .. i.� ICY h _: ! a + ]•' r., . `¢`_c.CAUSE i• ,. ��' _ BTION 1LNAME-- v; v moi~ f r .-7�' .•F,: fir'. - - - - - _ - VERIRED BY _ : PENT pI0ert^'`LJLOSSrDEDUT1XEOF �- •`r•T:�-WC1j ;T!-i"-+':>p'kRP•;fiT1=.i�-Tr.isft:� qrT; :,o�'`', - :i.l{'1c-.: ,i.y. •.,. 'N.e •• - Tar�°._C:.:�: • •.t ._ - .-. AA 1 FM00448 Ti._ Yindshifid :� :a <� = 2B.'8x34. 1 37.6. 55 ' 143.09 143.09 �..., Labor (�1at rated 20.00 , . "Urethane -Kite' If/ DAIi::; . 3.00.. -5: 00 - - ar.:it^- '���:� Jai - - -- - •- - _-i,i�•'r-.�si.:''LY.(i- .� �{ '15:•. N 7. - �7t..'1.:��rI: - - :F - - -5� _ - _(-_ . n. - r �ly'����� `i': i•tif'lati ti:'.q. ,. F•t'a•i �,+ti �-tJ^'�- - s{ti•'•' , - 1 _ •4 ar_ :{a -L �F •! 1.�n1Y?15,.Y �•7��iJY riT `a' 1 -, _7,. t • 4• •�. _ •. - _ . _ r 7 LABOR !NON—TAXABLE) 200 -,--"-.-WORK is -- __..---.-..- SUBTOTAL 468.1219 I hereby authorize the above work to be done together with the necessary material, but -request that you contact me if the cost ofthe services exceed -the -amount reflected on -this invoice...__.:.:.__..._._,:...-_.. _.._... _ ,._ :.-.,. _ IDAHO ---• . 7. 40. STATE OF WINDSHIELD _ :r. r <s, , : ':`;.`4�.r :•. Q NOT REPAIRABLEM0LACEMENT NECESSARY ❑ REPAIR TRIED AND REFUSED BY. ❑ 6AMAGE.IN41RITIeWSIGHT AREA-X35"$.'a`f,l:= ❑ OWNER:.; ❑•-THE REPAIRMAN ❑•REPAI"BLE �-.REFUSED BY OWNER - AUTHORIZATION TO PAYc TOTAL 175.49 su I hereby suthorite- mind empower the above-named inrance .company.'. to pay this Invoice In'.full . PAYMENT 175.49 settlement,satisfaction and discharge of all loss under the above policy. Upon such payment, all rights 1 may have for -claim. and demand for. baa and damage described .above against the .above named. Insurance company ihah.be thereby forever discharged.' In the event that. the above named Insurance company does not make timely and/or full.payrnent of this invoice according'to Its terms, I hereby accept responsibility for such pay, meat and agree to psi all charges reflected on this invoice to Speedy Auto glass sublet! b and,.pccbrding`to all terms and conditions on the reverse side of this ihvoics. MET MA Sel TEAW Meridian City Council March 15, 1994 Page 75 familiar with, it goes beyond Boise's current area of impact as negotiated by the Fourth Judicial district, he says that those people out of hock against the staff recommendations of the City of Meridian and Boise will do absolutely nothing with that until such time as we may have reached an agreement or not. That they are absolutely against doing anything in our design area. So, if that gives you any comfort level with that particular portion. We did approve of these changes in our comprehensive plan. If you guys want to digest that, we need to direct one way or the other. Yerrington: I remake the motion Tolsma: Second Kingsford: Moved and seconded to write a letter pursuant to the March 9th letter from Mayor Coles of Boise saying that it is agreeable to us that have that particular portion go into the Boise area of impact, all those in favor? Opposed? MOTION CARRIED: 2 Yeas, 1 Nea Kingsford: Pursuant to our lease agreement with Cherry Lane Recreation they are required to submit to the Council and changes in the fees. This letter was submitted from Cherry Lane Recreation with these particular fees, what is your pleasure? Yerrington: I would like to approve these fees. Morrow: Second Kingsford: Moved and seconded to approve the fee structure for Cherry Lane recreation, all those in favor? Opposed? MOTION CARRIED: All yea Kingsford: Now, I would entertain that motion. Yerrington; So moved Tolsma: Second Kingsford; Moved by Max, second by Ron to adjourn, all those in favor? Opposed? MOTION CARRIED: All yea RECEIVED MAR 1 5 1994 . �I1��'��� ���� ~�° MERIDIAN . ' C|err. Lane Golf Cou�/e 2070 Interlachen way Meridian Idaho e'-1:642 . (208) 888_4080 March 9, 1994 ' Mayor Grant Kingford 33 E. Idaho Meridian Idaho 83642 Dear Mayor, It is again necessary to raise our green fees to keep up with inflation. Rates: Duying the Week Weekends 9 holes 18 holes 9 holes 18 1-1oles From: $8.00 and $11.00 $9.00 and $12.00 To: $9.00 and $12.00 Rates of other courses in the Valley. During the week 18 holes Indian Lakes $12.00 Warm springs $13.00 Ghadow Valley $14.00 Eag1e Hills $14.00 Purple sage $12.00 Quail Hollow $16'00 $10.00 and $13.00 Weekends 18 holes v���.00 A 15.00 $17.00 $17.00 $14.00 $1q.O0 We hope this meets with your approval, ^^ . ~ Wally ' OFFICIALS WILLIAM G. BERG, JR., City Clerk JANICE L- GASS, City Treasurer GARY D. SMITH, P.E. City Engineer BRUCE D. STUART, Water Works Supt. JOHN T. SHAWCROFT, Waste Water Supt. KENNY W. BOWERS, Fire Chief W.L. "BILL" GORDON, Police Chief WAYNE G. CROOKSTON, JR., Attorney HUB OF TREASURE VALLEY A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 Phone (208) 888-4433 • FAX (208) 887-4813 Public Works/Building Department (208) 887-2211 GRANT P. KINGSFORD Mayor March 8, 1994 W.R. "Bill" Schroeder Ada County Assessor 650 Main Street Boise, ID 83702 RE: Cherry Lane Golf Course COUNCIL MEMBERS RONALD R. TOLSMA MAX YERRINGTON ROBERT D. CORRIE WALT W. MORROW SHARI STILES Planner & Zoning Administrator JIM JOHNSON Chairman - Planning 6 Zoning In response to your request for a clarification on the ownership of the improvements at Cherry Lane Golf Course, I hope the following information will help. -The land is owned by the City of Meridian. -The parking lot is temporary and not on City owned land. -The club house is a temporary building mobile home and owned by the lessee. -The maintenance buildings are currently not on site. They are at the lessee's personal property, -The cart paths are not paved. -The fairways, greens, bunkers, and sand traps are owned by the City of Meridian. -The sprinkler system is owned by the City of Meridian. Sincerely, William G. Berg, Jr. City Clerk March S, 1994 W.R. "Bill" Schroeder Ada County Assessor 650 Main Street Boise, ID 83702 RE: Cherry Lane Golf Course In response to your request for a clarification on the ownership of the improvements at Cherry Lane Golf Course, I hope the following information will help. )( . The land is owned by the City of Meridian. �C The parking lot is temporary and not on City owned land. rC The club house is a temporary building mobile home and owned by the lessee. )e The maintenance buildings are currently not on site, they are atAlessee's personal property. X . The cart paths are not paved. • The Ail wa js , greens, buh(cers, ahct sakd -Ings ave owwed , 61 j-ke C437 01P me",diar- • 7l� �pr� h kle r s� a-�e.� r �`S� o w h e.9, 69 -ekt W. R. "BILL" SCHROEDER ASSESSOR PROPERTY ASSESSMENT/APPRAISAL ADA COUNTY BUILDING 650 Main Street37COUNTY Boise, Idahq 83702 Phone 364-2400 GRANT KINGSFORD Mayor of Meridian Meridian City Hall 33 East Idaho Meridian, ID 83642 Dear Sir: OFFICE OF THE ASSESSOR February.28, 1994 Request your assistance in obtaining clarification on the ownership of the improvements at Cherry Lane Golf Course. The land is clearly owned by the City of Meridian, is clearly exempt from taxation and poses no question. The question is, WHO, owns the improvements to the --course, ` such as f ' a s s n r systems, greens, club house, parkin lot (s ) maintenance buildings, ave cart pa bunkers,,s�ann�d^ traps, If these items were constructed by the city of Meridia , operated by the City of Meridian with tax dollars, then they are most likely {Hexempt from taxation. ' However, if these items were constructed by the lessee, present or past, then they are probably taxable, and must be assessed. Beginning on or about November 30, 1993, my Commercial Appraisal Supervisor began contacting members of your staff to get clarification on this issue, to obtain a copy of the golf course lease, and Meridian City Attorney's opinion concerning the above. As late as January 13, 1994, one Mr. Will Berg said he had contacted the City Attorney to send a copy of the lease, along with an opinion on the ownership of the golf course improvements. MOTOR VEHICLE LICENSES 7190 Barrister Boise, Idaho 8.3704 OF ADA Phone 377-6520 OFFICE OF THE ASSESSOR February.28, 1994 Request your assistance in obtaining clarification on the ownership of the improvements at Cherry Lane Golf Course. The land is clearly owned by the City of Meridian, is clearly exempt from taxation and poses no question. The question is, WHO, owns the improvements to the --course, ` such as f ' a s s n r systems, greens, club house, parkin lot (s ) maintenance buildings, ave cart pa bunkers,,s�ann�d^ traps, If these items were constructed by the city of Meridia , operated by the City of Meridian with tax dollars, then they are most likely {Hexempt from taxation. ' However, if these items were constructed by the lessee, present or past, then they are probably taxable, and must be assessed. Beginning on or about November 30, 1993, my Commercial Appraisal Supervisor began contacting members of your staff to get clarification on this issue, to obtain a copy of the golf course lease, and Meridian City Attorney's opinion concerning the above. As late as January 13, 1994, one Mr. Will Berg said he had contacted the City Attorney to send a copy of the lease, along with an opinion on the ownership of the golf course improvements. Certain, as yet unconfirmed information, indicates the improvements at Cherry Lane may be owned by the lessee. If this is true, Meridian has lost considerable tax revenue over the past years. My office is now in urgent need of the above information and documentation for the 1994 tax rolls. Your prompt attention to this matter will be greatly appreciated. Respectfully W. R. "Bill" SCHROEDER Ada County Assessor 19 P • DA -ORE 1 Regional ' Planning and Development Association 4 P. O. BOX 311 WEISER, IDAHO 83672 Oregon (208)549-2411 } eve lielm � Barton F. Bailey Idaho President Executive Director ,1 MEMBER COUNTIES (Including MunLcipalitiea) Ada Mr. Dick Williams Adams City Councilman Bo i se 917 Storey Canyon Meridian, ID 63642 Elmore Gem Dear Dick: Owyhee Payette I am attaching my draft notes of our work on the golf course study, Valley The costs and revenues projected are estimates based upon the Washington The history of the Weiser Golf Course. Additionally,' the Malheur figures were reviewed with the City of Emmett and the City of Ontario. In talking with Doc Westberg, Rod Morgan and Jack Collins (City Manager of Ontario) they shared their thoughts with me about the proposal. I would like to share these with you. They recommend that it is best to start with nine holes but provide that eighteen C ' holes be available in the near future. As deman increases, wirl be essential that thin courses perated, managed and main- tained by a non-profit corporation 'so the city is not involved in the day-to-day operations, provided that the city is protected and that the course is available for anyone to use it. In looking at the cost and revenue figures, it appears that the city should not provide the water to the golf course. I would recommend that the corporation or developer provide a well necessary to water the course" and that by agreement, the city, in exchange for deeding the property to the corporation, be tied into the well to supplement the city's water system. I hope this information is helpful to you and if we can be of assis- tance, please, do call upon us, Sincerely. Barton F. ailey Executive Director BFB/jr enc,. j. �� � � • i �. _ ` r i' r Total estimated costs: Club House $14'0,000.00,-- 140,000.00rGang GangMower, (1) 5,000.00 Greens. Mower (1) 2,500.00 Equipment cost 1,500.00 (9 sprayer (1) 800.00 Perimeter mower 2,500.00 Golf Carts (used) (7) 5 , 600.00 (L Electricity 2,500.00 .Labor 25,000.00 Operation & maintenance 10,000.00 Machine shed & storage 30,000.00 (5,000 sq. ft.). Tractor (used) 2,000.00 L Taxes (property) 3,400.00 -IA Insurance 3,200.00 .Rental clubs 1,200.00 TOTAL $235,200 00 q l,Soo r pM r TirAr ccu,a ae 4�5� 3 Y", 9� � oD CO t7M is Marvin A Orgill ARCHITECT Architecture Land Planning Contruction Consulting west 418 twentieth avenue Spokane, Washington 99243 535-3716 September 16, 1979 Meridian City Council Meridian City Ball Meridian, Idaho 33642 Gentleman: At the request of the Charles Haydar Company, representatives for Royal Coach,Irrigation Equipment, I examined the construction of the Cherry Lane Golf Course. I observed numerous mel -functions of the irrigation system as well eB several ddfificiencies in the design and/or installation of the system. The final -functions are as followFi: 1) Field controllexe do not work on automatic from the master controller 2) Field controllers with the exception of the one next to the pump station do not turn on the pumps. 3) Some sprinkler valves are connected to more then one controller station causing double or triple watering resulting in wet condition that make maintenance impossible in those areas. 4) Numerous sprinkler heads are not set properly causing excessive flooding of some areas and lack of crater in others. 5) Sprinklers do not come on full pressure when turned on causing lack of stream breakup which results in washouts an greens. The design and/or installation deficiencies are as follows: i 1) Pumping system is not able to function properly: e) lack of constant pressure on the irrigation lines causes air pockets to form which result in blow outs of lune when pumps are turned on. a r'eridian City Council Supte-mber 1.6, 1979 b) Pressure r.cicase pipe in lake is causing sand to close irnLake to pumps. c) pt,mp does not ,ork from field controllers. cil Pur.ps must be started manually. to use quick couplers. Valve cavern are c a:;:ared and Eire not adequate for servici.nq valves. re improperly placed and overspray onto houses Ealonr f`airwaye. p.'..^. pipe crop .rn overirriae.tion ditch is not adequate. 0 ,;oints wewre notir-Istalled on sprikak:ler 9,eads. 6; rurtrol program is rsnadequate because: Tco !-E;r.y VEalVew arP on at one t.i.rr.e for pomp capacity at 1301 -le tike i.ncrernents. b.; Cortro]- doesn't nllow for any variation of water requirements. 7' Soil on ►9orinds is not adequate for turf to grow. 4%hi1F there are other deficiencies or, this nni f course in ry opinion -- hor:!es torr close to noi.f course 3-r-, some critical areas for exanple--1 feel that with sore re -work of the course most of thea can be rectified. uauld be ��l.eaeE�d to talk v.rith you regarding the implementation of corrections be leaaritj iid cost of same at your convenience and would also be a%-ailable tc discuss thnse discrepar�ci.es with you end the other parties involved. ;,jy fees for these discussions would be $3: u!day and expenses, air fare from Spokane and lodging. It is not possible et this ti*:d �o'determine s cost to correct deficiencies as +pore thorough exa.mination would be required, which j am qualified to do and would be happy to discuss with you. While 1 cannot condone this type of construction and design of this golf course, I cannot be critical of it either as I have no knowledge of the cost of design and constructia As this letter done tend to be critical of the nolf course and the designer and builder. I would ask that these remarks be kept in confidence. Respectfully, marvir. Orgill FEASIBILITY STUDY Meridian Golf Course Meridian, Idaho There is a fascination in golf that is difficult to define. Perhaps one of the best attempts to define golf can be found in Arnold Palmer's following quotation; "Golf is deceptively simple and endlessly complicated. A child can play it and &,grown man can never master it. Any single round is full of unexpected triumphs and seemingly perfect shots that end in disaster. It is almost a science, yet it is a puzzle without an answer. It is gratifying and tantalizing, precise and unpredictable; it requires complete concentration i and total relaxation. It satisfies the soul and frustrates the intellect. It is at the same time rewarding and maddening and it is without a doubt the greatest game mankind has invented". The following excerpts are taken from "the Golf Course Organizers Hand- book", published in 1975 by.the"National Golf Foundation, Inc., Chicago, Ill. and was first published in 1931. It and its successors ,served,.as�.the""'Bible" of golf course construction for hundreds of courses over the years. Its 'material has stood the test of time and has been changed and updated several times to meet new standards and -conditions. It was put together with the help of a multitude of club officials, golf course and clubhouse architects, superintendents, engineers, golf professionals, and manufacturers who collaborated in the preparation of the book. The National Golf.Foundation is a non-profit organization dedicated to the advancement of golf. Their services are available nationwide to any, i individual or group desiring authoritative information on any phase of golf facility planning, development, acquisition or operation. It took 71 years for tht,nation to produce 40400,000 golfers and less than eight years to double that figure. Since 1960 the number of active golfers in the United States has doubled while the number of courses has only increased by 50%. The shortages of golf courses has been and will continue to be most critical among those facilities open to the public. For example, private clubs make up 45% of the country's golf courses, but only 16% of the golfers use them. The remaining 84% must play elsewhere. 39% of them use the semi- private courses which comprise 42% of the total number of courses. But 45% of the nation's golfers must utilize the 13% of. the courses which are municipal. The overwhelming majority of new courses being planned are either semi -private or municipal because it is there that shortages and overcrowding are most critical. Having a municipal course boils down to practical politics and economics: Land costs and operating expenses, including rising taxes, make it increas- Angly difficult for membership clubs ,and private daily yfae_,..courses to Finan+ cially survive. More financial resources -- municipal bonds, Federal grants., private development with.leaseback, public or commercial donations, and in combination -- are available than for other types of golf facilities. Other advantages for a municipal.,course are: A welcome stretch of main- tained open space, making the community more attractive to citizens and visitors alike; A financial base for a larger recreation complex and program, since a golf course's profits can pay for operation of.swimming pools, play- grounds,, ball fields, etc.; An asset to surrounding property, creating a more pleasing environment, pride of ownership and higher tax values.; A center of school -connected and summer youth activity programs, both social and recreation; A location for civic events including tournaments, but also picnics, public meeting places, etc.; A tourist attraction, bringing more conventions and meetings, longer visits for family and friends, more professional and busi- nesspersons as new residents, and more dollars to the local economy; Anew local business, employing several persons in season, with an operating budget of several thousands of dollars; A popular pastime for senior citizens need- ing mental and physical activity in retirement. Arguments against a golf course usually fall under two generalizations,:, 1. A golf course only benefits an affluent small group of citizens. 2. It is too expensive to develop, both in acres of land needed and . construction costs. The first argument may have once been true for private courses, but is hardly valid for today's municipal course. Golf is one of the countrys moat popular outdoor sports. Over 12,0009000 people, of all ages, all incomes -- play golf. Yet the cost is sometimes less than $100 per year. The investment in dollars must be judged against long-range value. No other facility provides so much beauty and pleasure for so long as a.:,golf course. It is often the only municipal recreation facility that can amortize itself and make money. Golfers pay the bill with green fees. A fine golf course can last 100 years without major change or.replacement. Whether in theory or in facts, there really is no valid argument against a municipal golf course, assuming there is enough population to keep it busy. A community.gs,size, location, climate, population, economic base, growth potential and recreational assets are all-important in establishing the feasi- bility of a new golf course. In planning a municipal - daily fee - type operation the market for potential users can be largely determined by current information on the following items; . 1. The'total population in the immediate area and the population within a 5, 10, and 20 mile radius of the proposed course if the course is to be in an urban community. 2. Number.of other available daily fee golf courses in the immediate area and within a 5, 10, and.20 mile radius. An acceptable yard stick for daily fee courses is one 18 hole operation for every .25,000 persons. 3. What has been the pattern of population growth for the AREA? The estimated population of Greater Meridian is 25,000 people or enough to support one daily felp..18 hole.golf course. There are none. The estimated population of Ada and Canyon County is 250,000 people or ...enough to support 10 daily fee 18 hole golf courses. 'There are'4� daily fee 18 hole courses. The overall growth pattern for Ada County for the year 1976 amounted to 18% or enough growth to support one new daily fee 18 hole golf course per year. The growth of Meridian has been even greater than the county's and will expand rapidly with the addition of the new water/sewer completion. To again quote from The National Golf Foundation, 1190% of all municipal operated golf courses make enough money to completely pay for themselves plus revenues for other recreation facilities that are'not"aimed at returning all. costs and charges". At this writing,.Emmett, Idaho is the only club to respond with a financial report of their operation. With a 9 hole course and a population of 4,000 with a 10,000 trade area population the Emmett course shows'a small profit. They .have the lowest fees in the area. Little is known to this committee about the actual conditions of deeding of this property to the City of Meridian. It is our understanding that the property deeded will be a completed 9 hole course, with an -automated under« ground',sprinkler system and With the grass mowed twice and ready.for play. It is.also understood that a well will be -provided for the sprinkler system. That it can/will be expanded'to 18 holes in the future. J It is therefore our recommendation that the Meridian City Council reconsider and accept this most generous gift. We would also make the following recommendations based on its accep- tance: 1. That the mobil home Dick Williams had sets aside in eastern Idaho be fully accessed -as a possible "club house". 2. That the leasing of equipment and machinery be explored for r maintaining the course. 3. Income sources beyond admission charges need to be fully . explored, since this. is producing income necessary for improvements. 4. Every effort must be made to maintain high quality management since this has a direct relationship to the pleasure of golfer visits and the resulting expansion of business. 5. A consistent annual improvement program should be maintained such as landscaping, turf improvements, quality of sand traps, and so forth. Improvements should be made based on the ability to maintain. 6. Improvement projects.should be.established in the park..system in order that.the course can provide a general community benefit. 7. Provide for future'uxpansion and/or new facilities as they are needed. D) L"Ir-F.'L GGITIJ, VV C'F�;xr P.O. BOX 4027 REDDING, CALIFORNIA 96001 (916) 2444567 October 15, 1979 Bob Baldock 3001 Redhill Avenue Building 4, Suite 204 Costa Mesa, California 92626 Dear Bob: Just a note -to say we "weathered" the first S ummer. We are still considering your thoughts about Bermuda Grass. X really appreciated the automatic sprinkler system you designed and installed for us through this horribly difficult summer. The system worked quite well and was very. efficient. Play has been good and comments on our course have been "fantastic.11 Again many thanks for your "Extra" effort. Golfingly yours, Bob McCallister BM/smb L; _•..��:� \..7rda Vi 2-7 Srpl-eiiiber 27, 1979 Mr. Bob 8:7.1doc:k Bob Baldock & Son 3001 Redhill Avenue, Bldg 4 Suite 204 Costa Mesa, California 92626 Dear Bob. Your design and installation of automatic sprinklers on the greens, tees, and .Fairways is working very well. The system is sir�iple and the materials used are easy to 1 am very pleased and wish Lhat we would of had yo'u install this syste:,1 when you first discussed it with me. The savings in water and the results have been significant. Yours truly, AZUSA GREENS COUNTRY CLUB ,JoliiiIlJ' �,. Jo1-r-�w.Vnl . JEJ/was 11 ` J L; _•..��:� \..7rda Vi 2-7 Srpl-eiiiber 27, 1979 Mr. Bob 8:7.1doc:k Bob Baldock & Son 3001 Redhill Avenue, Bldg 4 Suite 204 Costa Mesa, California 92626 Dear Bob. Your design and installation of automatic sprinklers on the greens, tees, and .Fairways is working very well. The system is sir�iple and the materials used are easy to 1 am very pleased and wish Lhat we would of had yo'u install this syste:,1 when you first discussed it with me. The savings in water and the results have been significant. Yours truly, AZUSA GREENS COUNTRY CLUB ,JoliiiIlJ' �,. Jo1-r-�w.Vnl . JEJ/was uPGA GOLF PFRF7F ESSIGNAL 702---(52.3816 WINTF'RWOOD GOLF CLUB • 5183 .EAST CLUBHOUSE DRIVE • LAS VEGAS, NEVADA 89122 May 9, 1977 i CHAMBER OF COMMERCE To the City Council, City of f1eridian: On behalf of the Board of Oirectors of the Meridian Chamber of Commerce, the following resoluti-on -i-s offered: Regarding the Council decision to reject the Cherry Lane Golf Course as a municipal project, we ask the Council to review and reconsider. We recognize that given the facts on hand, the action of the Council was reasonable and prudent; however, it appears that new developments would support a reconsideration. As spokesmen for the business community of Meridian, we feel that a municipal golf course would be a valuable asset to the community and a most necessary part of any proposal to induce new industrial develop- ment. With leisure time activities being high on the list of priorities for corporate executives making location decisions, golf course avail- ability is prime. If Meridian is to become attractive to industry, we must satisfy these priority requirements. It is our feeling that, while immediate financial consideration of a project is important, so also is consideration of the total worth to the community, in both short and long term contribution. For these reasons we ask that the Council reevaluate all pertinent facts and reconsider its position on this issue. Respectfully, Bill Eames, President Meridian Chamber of Commerce For the Board of Directors BE/ rl In the heart of Idaho's most prosperous urban -farm -suburban area Y Real Estate Developers P.O. Box 1847 10222 N.E. First Street Bellevue, Washington 98009 Telephone -(206) 455-9696 NOW First Nati r � Irust May 31, 1977 Mr. Richard Williams P.O. Box 7009 . Boise, Idaho 83727 Dear Mr. Williams: As per your request we have listed herein the information that was given to us by Mr. Boldock regarding golf course maintenance costs. Mr. Boldock's background in golf course design and construction is most outstanding and the information passed on to us, has been compiled. from his years of experience in this field. I cannot however, warrant or guarantee that his estimated costs of maintenance are absolutely accurate since there are many variables i.e., the amount and types of equipment purchased, labor costs, greenkeeper salaries in certain areas compared to other areas and cost of watering in dry climates opposed to wet climates. I hope the following information can be of -some service to you in reaching your determination. Should any further information come to our attention, we will pass' it.on..to you immediately. Very truly yours, LEAVITT NUPACIFIC� rl , Donald H. Leavitt DHL: eb i aNow �w A, 0!01 MOM I No May 31, 1977 Real Estate Developers Mr. Richard Williams P.O. Box 7009 P.O. Box 1847 Boise, Idaho 83727 10222 N.E. First Street Bellevue, Washington 98009 Dear Mr. Williams: Telephone (206) 455-9696 in response to your request for information regarding the proposed Cherry Lane development, I am hopeful that the following information will be of help to both you and the City Council in reaching a favorable determination regarding the proposed golf course. The Board of Directors of Leavitt NuPacific company have approved the purchase of the Cherry Lane Property subject to certain conditions one of which is the ultimate disposition of the golf course with respect to both ownership and perpetual maintenance. our proposed plan of development is to create 200 lots and a small area adequate to support approximately 45 apartment sites, or an equal amount of duplex lots -in lieu of apartments. In conjunction with the development of this first Phase, assuming that the matter of the ownership and maintenance of the golf course has been resolved, we will build a nine hole golf course. So there be no misunderstanding, the resolution of the ownership and maintenance of the golf course is a very prime factor as to our eventual purchase and development of any of the property. Should we not be able to satisfactorily resolve the golf course matter, we will not proceed with the purchase of any of the property. Assuming that all goes well and that preferably the City, but in any case some entity, takes over the golf coursefuer com letion of the first 200 lots, it is aur intention o con roue o create more single --family lots primarily in 200 lot phases until we have developed approximately one half of the subject property. At such time as this has been accomplished we will then commence development of 47 latter phase of the development and will simultaneo sly construct the second nine holes of the golf course. This again. would be dependent upon a go cours an its maintenance being assumed by another entity. PA o/_1 Our company cannot commit to participate in either the construction or the financing of a club house for the golf course. Should the City decide to accept the golf course from Leavitt NuPacific, I would suggest that the plans for the golf course be submitte for ^�P a h C-- '_ ci and ourselve— s. Further, upon �1 completion of the course, that JUB Engineers be instructed to inspect the golf course, to acknowledge completion in accordance with the plans and specifications originally submitted by our golf course architect. At that time, we will deed the golf course to the City of Meridian. As I have stated herein is our intention to continue orderly develop- ment of the entire parcel of land thereby creating a full community and an 18 hole golf course but it should be recognized that, although this is our intent, we cannot warrant or guarantee that we will continue with the development should economic conditions dictate that the continuation of this development would not be prudent judgement. From a pratical standpoint considering the response that we have had from local builders as to interest in the development, our company is willing to take the gamble to create the first 200 lots and a nine hole golf course knowing that the cost of that golf course will definitely have an adverse "effect on our profit margin on the initial lots. I believe that you and the City Council, as representatives of your citizens, must make your own determination as to the future growth of your city. Leavitt NuPacific has been involved in land development in the greater Boise area for approximately 5 years, and we are proud to be a part of the growth that is presently taking place. It is our intent to build a fine development within your area under the jurisdiction of your City. It is our intent to cooperate with all governmental agencies involved to the utmost. If I can be of any further service or should you need any additional input, we are at your service. Most respectfully, LEAVITT NUPACIFIC Z�L-� 14, Donald H. Leavitt 66 DHL: eb CHERRY LANE GOLF COURSE BUDGET - TOTAL - 1930 General Expenses Club '-louse Grounds M $15,1920B4 31,980.00 _39.M-00 $30,982084 0 CHERRY LA�2 GOLF COURSE BUDGET - GENERAL EXPENSES - 1980 Office Supplies Bulletin Dues Insurance Mountain Bell. Lease - Grounds Equ:i.pinernt Lease - Golgi' carts Leasel.old Improvements $ 600.00 500.00 50.00 2,600.00 300.00 10,374.84 6,808,00 000.00 l5,194,B4 a CHERRY LANE COURSE BUDGET - CLUB HOUSE -1980 Labor Pay Roll Taxes Workman's Compensation Power -- Electrial Lease - Club House 11ater - Sewer - Sanitation License i $25,000.00 1.600000 380°00 1,000,00 4,200°00 400,00 300,00 31,980°00 CHERRY LANE GOLF COURSE BUDGET - GROUNDS - 1980 Labor Pay Roll Taxes Workman's Compensation Repairs Machinery Sanitary Service Misc. Tools - Supplies Fertilizers and spray Seed Gas and Oil Road Repairs Trees Plaint. Shed Power - Electrial 10 $24,000.00 2,000.00 510.00 3,500.00 100.00 2,000.00 4,000.00 600.00 I'500.00 500.00 1,000.00 700.00 1.800.00 I I, - - FINANCIAL h8PORT OF TdE Gal CO. GULF ASN • A� �0 Dec.1, 1974.........Dee.1, 1975 CASH ON HAND (Dec. 1, 1974)••..44244.56 LABOR COSTS' RECEIPTS Memberships and Tax...•••..10,772.95 Green -Fees and Tax..••...•....4104.11 City of Emmett ............. :.4000.00 Cart Garage Rent.............2030.00 Cart Garage Electricity.....•..460.00 .Canyon Co. Fire Ins, Refund..••.7.05 Idaho Power. Tax Refund...••..•144.43 Sale of Old Pick-up.•.4•...•..•25.00 Donation from Ladies Club towards Carpeting....0.080393.10 State Gas Tax Refund..••....4s.932.81 Sale of Old Sprinkler Heads ... 175, 0.0 Sale of Old Aireator......•••.275.00 TOTAL........ 422, 419.45 Cash on Hand..■.•••.•,•...■.•4,244.56 TOTAL REC+EIPTS69984669600•$260-664.01 CAPITAL EXPENDITURES 10% Retainer to Moyer Sprinkler Co. ••••••..1179.83 Vacumn Cleaner.4.69006960664, 00139.00' Windows for back Club Room *-15754 Hood and Parr for Grill.....•...204.40 New Greens Mower•..•.■•..•••00750.00 011 Tanks(Stove and Diesel)... 146.14 Tee Markers...•■•..••.•.......064.48 Hoses••.......................•27.75 Small tools..•.•••.....••......28.91 TOTAL..,...•••$2698.05 CLUB HOUSE REMODELING. Building Materials & Paint. ..671@31 P�wnaae.■■..•••...•.•.•.••.•..313.21 8 Tables.....•..•••.•...•.••••126.69 Toilet and Wash Bowl.•.6696666946.56 TOTAL....•■ee$1157.77' Carpeting for Club House.....$1936.63 COURSE MAINTENANCE Gas and Oil..■.......■•• •.-•.•493.97 Diesel Fu el•...........•.••..144.86 Fertilizer &'Spreading...•...2264.45 Sand and Hauling*.. ...........221.43 Grass seed............•......•.63.94 . Power for Pumpa06809.99••.•.•.684.08 Tee Towels..••.•......••.•••.••36.86 Equipment Repairs Tractor ....................50.14 Fairway Mowers ..•.•..•..•.567.81 Greens Mower.•.•.■.••.. ... 155.03 Small Mowers..•..•...466960036.31 Mise. Machinery .....•..•..52.92 Fences,. Benches„ Ste. •...•99.07 ;Sprinkler Parts...•.......323.95 TOTAI•696666645194.8 Raglatered Players......9116 Lester Holland(net wage)...5754.1.0 (Gross Wage $6500.00) Lester. Rolland (Pick-up exp. allowanee).500.00 Fed. Whldg. & Soo. See* ...1083.51'. Dept. of Employment.........109.20 State Witholding......... Fed. Unemployment............21.05 Workman's Compensation......137.00 Supplies for S.E.T.A. Workers..............,...18.00 TOTAL...........$7681.96 TAXES,INS. ADMINISTRATIVE Sales Tax ........ .■..•.......429.42. Liability Ins . .............225.00. Fire Ins. .... .............,,62.00 Secretarial Supplies.........41049. Post Office Box Rent........013.00 Legal Agreement and Recording same..•....22.00 Annual Meeting Expenses. ...■•19.47 Awards, Memorials, -Etc. ..•.109,86 TOTAL..••••....•$922r24�' CLUB HOUSE COSTS Idaho Power..•9•••.•.•••.•:1023.81 Telephone..•.•...•.•.•.•4p.•.115.67 Stove 011604629969960•094080562.02 Store Liaenae....•............6.00 Equipment Repairs...........295.63 Rest Room Supplies .... •••.•..51.43 Pencils, receipt Books,-Etc..63.28 Wiring Door Bell to Trailer House.........61.40 TOTAL.........$2181.24 Total Operating Costs .... $15,960.26 Capital Expenditures.......5,792.45 Total Expenses..•..........$21,772.71 TOTAL RECEIPTS ...... ...9.$26,664.01 TOTAL EXPENSES..........$21072.71 CASR ON HAND(Dec.1, 1975)•$4,891.30 Monies Committed:: Addition to'oart garage•.02000,00 Two -Mower Units i frame• •.1100.00 CASH AYAILABLE9999.•••.•.31,791.30 Millis Gs,rwo". 9ar*t%rr-Treasurer N INANCIhL 4..1-0,.T OF THE GEM CO. GOLF -►SSN. Dec.l, 1975.•..••..Dec.10 1976 ^,,ASH ON HAND ( Drc. l , 1975) ► . • p4891.30 RECEIPTS Sale of Trailer House....402500.00 Snack Bar Roacelpts.... ...••3745.61 (Sept.l to Nov.1, 1976) Annuals and Tax..........10,623.4o Green and Tax..........••••4506.05 Cart Garage Rent...........4008.00 Cart Garage-Electrieity...:•510.00 , City of Emmett..►.........•4000.00 State Gas Tax Refund... ► . • ...49.81 Idaho kowo�r Tax Refund.....►.63.72 Ins. Refund• ►.►............•.5.00 TOTAL RECEIPTS....430,A11.59 CASE ON H:►ND•......•.••4891.30 TOTAL•9•...9.••9..9$34,902.89 CAPITAL SXPENDITURr,S Riding Greens Mower•►......2472.00 2 Flown Gangs......•.••...1210.00 New Cart Garage...........1672,65 air-Conditioner,.•.•.••••►.860.15. 5 H• Pum p ..................896.75 Tractorer hBoxcnsr...........,304.75 103.91 New Facing on Club House and Louvre over Planter... 72.22 Mise. Tools••..•..••..••►••.16.2o. TOTAL...............��763�.61 COURSE MAINTENANCE Gas ?.nd 011 ................486.63 Diesel Fuel.......•• . Fertilizer..... . o@**9&*e1757o20 Top So11....................381@68 Grass SeAd•• ►...•.......•.45.00 WPPd Control.•...•.....•...112.22 Power for Pumps . .......•...685.90 Fence Repair..........• ►•.15.87 Flags, Towels, Etc. 990998606601' Paint, Brushes, Etc,.469906119.10 Equipment Repairs Old 5 H• Pump ..... ...•..33.8.20 Tractors..... * $@Vooe@@,-375-74 Sprinkler System........250.00 Fairway Mower...........261,21 Small Mowers ..►...•._...........195.19. -Else Nachinery.....••.••..8.47 TOTAL..•..•.•...9..$5245.50 TAXES, INS • Auk INISTxiATIVE Sales Tax..••9•••••.•..•...9523,2$ Liability Ins. .....0800699353.00 Fire Ins. ..................62.00 P.O. Box Rent.sea ...•.•.•...13.00 Advertizing......►•..►•.••..32.76 Annual Meeting (1975)9' '•••••.4.7.22 Sees and Treas. Supplies..0.62.98 Memori8ls•••••••'••••...'..'••.20.60 i TOTAL8606,60.999.66$1114.84 Power foraCart Garage.........$91.24 LABOR COSTS Lester Holland..(net)...•••3864.00 (Gross X4550.00) Lester Rolland ... 4666690666350-00 (Pick-up expense) Henry Cayford..(net).4•0..•.4629.7..1 ( Gross ~$614.00 ) Florence Cramer..(net)..•..1159.56 (Gross ;1445.00) Fed. Whldg. & Soc. Sec•••..1356.44 State Witholding►.66000010000156.37 Dept. of Employment...►•.••.149.67 Fed. Employment Tax... 000900025.43 Workman's Comp. Ins. ......•172.00 Coffee Expense for S.E•T.A• Workers..99004180918.80 TOTAL..........•.47714.98 CLUB HOUSE .Idaho.Power ..............•.'1014.14 Telephone........:ease ►......121.-aD_ Stove 011690609990 . • • . . • • . • . 5 0 7.74 Store License.....• ........ a's.6.00 Receipt Books, Pencils, Etc..•8.10 Rest Room Supplles..•.•....•.57.73 Equip. Repair.;..........•...63.54 Snack Bar.(Sept.1 to Nov•30) Margaret aolland(Inventory)868.53 Supplies pd. in Cash•.....769.72 (Beer, Pop. Etc.) Pro -Shop Items .......... •.130.98. Coffee.Groceries, Etc. ..•786.60 Change from Assn. .........50.00 Else, Repairs•.............•.25.00 TOTAL....9..•9►.$4409.88 TRAILER HOUSE RZ-1PAIhS Wiring New Service ..... ..•••259.28 Stove Oil•.9.698089680992•.008.1e76 Plumbing Repairs.660.0099.1,6970.94 Idaho Power.: ....... •..... ..•11.11 Cleaning Supplies .........•.96.47 Mise. Repair�........•.......44.6q (Window, oven, etc.) Ins. Deductable on Wind Lamage...............50.00 TOTAL.....•....••$614.25 TOTAL OPERATING COSTS..... -$1-9,190.6-9 CAPITAL EXPENDITURES•...••..7,638.61 TOTAL EXPENSES......9$26•$29.30 TOTAL RECEIPTS..•.....,..••0$34,902.89. TOTAL EXPENSES•9•.9•99•9••r26,829.30 CAaH ON HAND (Dec.l, 1970 480?3.59 DEPOSITED IN SAVINGS FOR FUTUhE TRAILER HOUSE ..... $2,500.00 CASH AVAILABLE..... as ...... $5.573.59 (Dee.1 1976) Begiatered Players.......88W A ,9 _77 FIN"CIAL hEPOFtT OF TAL GEr1 CO. GULF kbaN. ��g•� Dec.1, 1974.........Dee.1. 1975; CASH ON HAND (Dec.19 1974)....$4244,56 LABOR COSTS RECEIPTS Lester Rolland(net wage).,.5754,10 Memberships and Tax........ 10,772.95 (Gross Wage 06500,00) Green Fees and Ta=....,....,..4104.11 Lester Rolland City of Emmett...............4000.00 - ( icku P p exp. allowanoe) .500.00 Cart Garage Rent.............2030.00 Fed. Whldg. & Soc. Sea. ...10$3051 Cart Garage Electricity .......460.00 Dept. of Employment...,...,. 109.20':` Canyon Co. Fire Ina. Sefund..... 7.05 State Witholding............. 144 4 59.10 Idaho Power Tax Refund........ 3 Fed. Unemployment......,....,21..05 Sale of Old Pick-up ........... .25.00 Workman's Compensation,,, -@13700 Donation from Ladies Club Supplies for S,E.T.A. '. towards. Carpeting .......... 393.10 Workers.................i$.OQ State Gas Tax Refund...........32.81 Sale of Old Sprinkler Heads. ..175.00 Sale of Old Alreator.......... 27S.00 TOTAL, ..........$7b81.96 TOTAL........$22,419.45 Cash on Hand................4,244,56 TAXES,INS. ADMINISTRATIVE Sales Tax...................429.42 Liability Ins. .........:...225".00 TOTAL RECE1PTS,9.,........$26,-664.01 Fire Ins. .::.:.............62.QQ yY y y y yyYy yxy yyYY yYY aYy Y a� Secretarial Supplies..,,,,,', 6041949 Post Office Box Rent.9999660013.00 ,,',;..;.' Legal Agreement CAPITAL EXPENDITURES and Recording same. t..`. 022.00 19% aetelner t4 Moyer Annual Meeting Eapenoes......19..47 Sprinkler OAe e e e e e e .117��9. �3 Awardl memp)?1414 Eteo � r , • 09', 86 F 9acumn Cleaner...s............gqJ9* 00" Windows for back Club Room... -157.54 a' i° Hood and Fan - for Grill. .......204,40 TOTAL.....;.....$92214'r. New Greens Mower..........,•.750.00 « .:�, " 011 Tanks (Stove and Diesel) ...146.14 ***�r**rr�r+►*****+r*w*'. Tee Markers ....................64.48 ` ..,,:: `.. R *" ........-27.75 CLUB SOU"E COSTS- y,,'y�„i, .. i�Y ",T h ..�n'�,4 , , ,.w"n�r�..� y k-, . Small fool's. �..............: ... 2'8',"91. ' Idaho ►,, Telephone.. Stove oil............:.....".562.02-; TOTAL.".....9..$2698.05 Store License.................6, Q 68999600096295463 Equipment Repairs ' CLUB HOUSE REMODELING Rest Room Su liee.'," PP 51 43 ;. Building Materials & Paint....671.31 Pencils, receipt Books. Etc. 63..28 P`usna��.......................313.21 Wiring Door Bell �W 8 Tables. to Trailer House..`.....:.61.40' Toilet and Wash Bowl..4........46.56 . - TOTAL. .:6666.0$2181024'.., " TOTAL...:..s.$1157.77 Carpeting for Club House ....$1936.63 Total 6 66 5 Operating Costs $1.9� 0 2"6''` P 6 irr►**fir**** **�r�r* Capital Expenditures .......5, 792,45 " COURSE MAINTENANCE Gas and 011 ...................493.97 Total Expenses...........$21.772.71.:,,',' Diesel Fuel....**e......••••..'144.86 � yh`: Fertilizer & Spreading.......2264.45 Sand and Hauling 221 3 .,Grass Seed.....................63.94 TOTAL RECEIPT5...........$26,664,01 Power for Pumps...............684,08 TOTAL EXPENSES..........$21e772.71..:.:`'t":'r' Tee Towels .....................36.86 Equipment Repairs Tractor .................... 50.14 CASK ON HAND(Deo.l 1 Fairway Mower.............567.81 e 973).$4,891.30., Greens Mower.............,.155.03 Monles Committed Small Mowers...............36.31 Addition to cart garage,,,2000'.00.. 2 2 'Mise. Machinery ...........5 •9 TwoMower Units ds frame...1100.00, ' Fences,. Benches., Ste. .....99.07 Sprinkler Parts 0323,95 TOTAL.... $5194.82 CASH AVAILABLE .$1.791.30 t leglatered Players......9116 Millis Goirme+n,r arnrwrr-T 'easu 'e7E`a.; ' 7' / . w P �1- c., .'r OF THE G Er; CC, GULF ASSN. •1. 1975.•..•...Dec.1, 1976 r,�sx ON HAND 1975) ... $4891.30 LABOR COSTS hECF'IFTS Sine of Trallr.r House...... 2500-00 Lester Holland..(net)......3864,OC (Gross $4550.00) Snack Aar R,-celpta..,...... 3745.61 (Sept -1 to Nov.1, 1976) Lester Rolland ......3 0«'a 0000... 5 0 Annuals and Tax..........10 62 40 3. Green (Pick --u expense) Henry Cayford..(net)..,....,462,71 T ; a.nd Tax 4506.0 •......••••.•. 5 Cart Garage Rent...........4008. B OQ (Gross 4614.00) Cart Garage Electricit y•••_•510.00 Florence Cramer..(net)..,,`..1159,56 (Gross .;1445.00) .� City of Emmett.............4000. 00 State,Gas Tax defund49.81 Fed Whldg. & Soc. State ......... Idaho YOWPr Tax Refund ... ....6 3.72 WltholdinSec.....1356'.44 8...•••,.'.....156.37 Dept. of Employment.... �- Ins. Refund.•....•........•...5.00 .....149.67 Fed. Employment Tax..........25,.43 :� ...,_,—... Workman's Comp. Ins, «......172.00 rOTAL'RECEIpTS•....$30,.011.59 Coffee Expense for S.E.T.A. Workers......' .:.18 $0 . CASH ON H:iND.......... 4891.30 TOTAL........... TOTAL.... CLUB HOUSE Idaho Power..:...........«.1014.14 CAPITAL Z3CPENDITUkr,S Telephone....... ............121.80 Stove Riding Greens Mower......02472,00 011 ..............•..'..507.74 Store License................�6& 2 Nower Gangs ...... ....,.01210,00 New Cart Garage.....».....,672,65 Receipt Books, Pencils, Ete,..10 Rest `airr•Qol1d1 �.A1'�aI'.:. , r r 0 0 0 0 r . 860.15 H, Pump .Room Supplies...60689-60•.57.73 kuiPo HePa� x'r' .. , r .. r . r . , • . r�3, gi} 5 ..................896.73 Snack Bar (Sept.l to Nov.30) Mower Sharpener ...... ......334975 Tractor Box.9....9..•....•.103.91 Margaret aolland(Tnventory)868.5� Supplies New Facing on Club House pd..in Cash...... « 2 749,7 (Beer. Pop. Etc.) and Louvre over Planter... 72� 22 Mise. Tools...99.........0..16.20 Pro -Shop Items...........,130.98 Coffee.Groceries, Etc. ...786.60 - = - -. _... - - - - hanger- from- -Assn; :........ 50 000 rise. Repairs ................25:00 TOTAL.. ........... • 937638.61 COURSE IN.AINTENANCE Gas and Oil.. ...............486.63 TOTAL...........$4409.89. Diesel Fuel..............146.78 TRAILER HOUSE R.;1 -AIRS Fertilizer ...............•1757.20 Top Soil....._•............381.68 Wiring New Service........««259.28" Stove Grass SePd•..............•..45r00 011 ....................81.76`. Plumbing Repairs .............70 94,' Wei*d Control...............112.22 Power Idaho Power:...........:.....Ila 11 for Pumps............685.90 Fence Repair................65,87 Cleaning Supplies .•....•....96 47. Mise. xepairs................44.69. 'Flags r Towels Etc. ........ .31 (Window, oven, etc.) Faint, Brushes, Etc........119.10 Equipment Repairs Ins. Deductable on Old 5 H. Pump..........•338.20 Wind Lamage......,�,..•.. 50.00 Tractors................375.74 _ Sprinkles System ...... 00, ..2500 Fairway Nower...........261.21 - -TOTAL, 0 . 0 0 9 . • .. a $614.25. j Small Mowers.......... 86195-19 Misc r]achinery............8.47 TOTAL OPFAATING COSTS..... �19.190.6g , CAPITAL EXPENDITURES TOTAL.... -o-4-45245*50 TOTAL EXPENSES ...'.:..$26,$29;30'` '1 - TAXES,, INS. r►1iNINISTnATIVE TOTAL RECEIPTS..•.....,.... *'*$j4 • 2 8 TOTAL EXPENSES 90 ! Sales Tax.......'. ..........523.28 .............26,$29.30;' Liability Ins.,............353.00 Fire Ins, ............•6....62.00 CAaH P.O. Box Rent...............13.00 ON HaNDDec .. ( .1, 1976).8.073.59: `- Advertizing......•..0.660,6.32.76 Annual DEPOSITED IN 3.AVTNGS FOR Meeting (1975)•......4 22 Sec, and Treas. Supplie's....62.9$ FU TUNE TRAILER HOUSF.....$2,500.00 Memorials ....... ...........20.60 CASH AVAILABLE $S•573.59''' (Decal 1976) TOTAL.....oil .......$1114.84 Registered Players.......8816 Polder tor?Cart Garage.........$91.24llx 4-" '---N—0—T -- - --'. m OLT I Pjned to v CO i I i p 417 yv P. VZ -M 11 A -0 _� HSP PKn ck ,'I W,rc, Vf L kr, V-rj 1,4--.- of -I, l���c yA;;� "`. (T.Y�frl S " 7Pf� .1 /� �Y%tl�_ v V( -, a',) 5.1 yf Ir t u I oT -.Mi ..fv lit Fr lef, T-- CHERRY LANE GOLF COURSE MERIDIAN, IDAHO C CONSTRUCTION SPECIFICATIONS PREPARED BY BOB BALDOCK & SON GO LF COURS E ARCH I TECTS 3001 RED H I LL AVE. BLDG. 6 -SUITE 215 COSTA MESA, CALIF. CONTENTS GENERAL GRADING AND SEEDING IRRIGATION SYSTEM MAINTENANCE INSPECTIONS PAGE 1 1 3 5 5 1 w n +j Jw SECTION 1. SECTION 2. SECTION 3. }: SECTION 4. SECTION 5. CONTENTS GENERAL GRADING AND SEEDING IRRIGATION SYSTEM MAINTENANCE INSPECTIONS PAGE 1 1 3 5 5 I SECTION 1. GENERAL 1.1 WORK INCLUDED: a. Staking out greens, tees, and fairways. b. Construction of tees, greens, fairways, sand traps, mounds, and new lake. c. Installation of complete electric, automatic irrigation system including pumps. d. Grassing of tees, greens, and fairways. 1.2 a, The golf course architects shall stake out the entire course and mark the tees, greens, and center lines of the fairways SECTION 1. GENERAL 1.1 WORK INCLUDED: a. Staking out greens, tees, and fairways. b. Construction of tees, greens, fairways, sand traps, mounds, and new lake. c. Installation of complete electric, automatic irrigation system including pumps. d. Grassing of tees, greens, and fairways. 1.2 a, The golf course architects shall stake out the entire course and mark the tees, greens, and center lines of the fairways prior to start of construction. b. The architects or their construction superintendent shall personally supervise the grading of all tees, greens, fairways, sand traps, mounds, and the lake. c. Topsoil shall be removed and stock piled; the grading completed and the topsoil replaced over the banks and mounds. d. Before starting the installation of the automatic irrigation system, the owners will inspect each golf hole, tee, green, and fairway and give it their approval. The installation of the irrigation system will start after the first five (5) holes are graded and approved. SECTION 2. GRADING AND SEEDING The tees, greens, fairways, sand traps and mounds shall be built according to the individual drawings. However, the golf course architects reserve the right to alter and reshape the tees, greens, fairways, sand traps, and mounds at their discretion to suit field conditions or for the interest of the golf course. The cost that may arise from reshaping and re -grading shall be considered incidental to the costof constructing the various tees, greens, mounds, sand traps, etc., and no extra compensation shall be paid to the contractor. a. The greens shall be built according to the individual drawings of each green detail, however, the golf course architects shall have further reservations. (See Section 2. GRADING). FA After the greens are graded and approved, topsoil shall be placed on the banks and approaches. 2" of �3 rock, or equal shall be placed on the putting green surface, followed by 10" of clean river bed sand. After the sand isshoped to blend into the banks, mounds, and approaches, 200 pounds per 1000/sq. ft, of VITA - BARK, HUMUSITE or equal shall be spread and evenly worked into the sand. The putting surface shall next be contoured and shaped according to the green detail and the golf course architects. Next, 400 pounds of MILORGANITE per green shall be evenly applied to the greens before raking the final seed bed. The sub -surface drains shall be installed from the front of the greens to the low side of the fairway before seeding. ' Just before seeding the owners shall inspect the green and give it their approval . The greens shall be seeded to PENCROSS BENT 1 pound per 1000/sq . f t . The greens shall be raked after seeding and before watering. The greens shall be kept moist at all times once watering starts. 1 The greens shall be mowed when the grass is Z" to 3/4" tall The mowers shall be set to 2" to start. The banks of the greens shall be seeded with the some mixture as the fairways and at the some time, and both shall be seeded before the green is watered. b. Tees shall be graded according to the master plan except for reservations of the architects to suit field conditions j or for the interest of the golf course. They shall be 100' long or longer where needed. Their width shall be approximately 50'. 1 The teeing surface will be floated to a level smooth grade before i applying 400 pounds per tee of MILORGANITE and seeding to the some mix as the fairways. W. The tees shall be kept moist at all times once watering starts. Mowing shall start when the grass on the tees is 1" tall . The mowers shall be set at 3/4" to start. C. Fairways shall be graded according to the plans and personal supervision of the golf course architects. The entire fairway will be graded so as to be mowable and playable. After each fairway is rough graded, it shall be gone over with a large steel float, enough times to give a smooth surface for the seed bed. After the irrigation system is installed, each fairway shall be disced thoroughly to a depth of 6" . After the irrigation system is installed and ditches are settled, each fairway shall be floated smooth, cultipaked; fertilized at the rate of 300 pounds per acre with 10-10-»5 pellet form fertilizers; and seeded with a mixture of 1/3 Kentucky Blue, 1/3 Merion Blue and 1/3 Manhattan Rye bent at the rate of 200 pounds per acre. d. Sand traps shall be graded and contoured according to the plans and under the supervision of the golf course architects and their construction superintendent. Sand for the traps shall be clean sand, 20 to 30 mesh and light in color. Sand shall be spread evenly in the traps to a minimum depth of 4" . SECTION 3. IRRIGATION SYSTEM a. The system shall be full automatic electric with central co n tro I . b. I t shall be capable of watering all the tees, greens, and fairways each night, if desired. The scope of work includes all labor, materials, and. equipment to complete the sprinkler system as shown in the "Sprinkler Plan" . All work called for in the drawings shall be furnished and installed, whether or not specifically mentioned in the specifications, 4 b. All plastic pipe shall be PVC 160 PSI ; free from all defects and shall carry the U .S A. manufacturers name, as well as the type and size of material I. It shall also carry the Lot Number, schedule of type and NSF seal of approval. c. Fittings shall be SLOAN or equal. d. Gate valves shall be 150 PSI . e. Quick coupling valves shall be Royal Coach No. 25,000. f. Automatic controllers shall be Royal Coach. g, Central control ler shall be Royal Coach. h. Pop up rotary sprinklers shall be Royal Coach 10, 800 and 10,100. i. Automatic electric control valves shall be Royal Coach 20,002 and 20,003. j . Wire shall be direct burial. OF Type -UL approved, 12 $ 14 gouge. k. Pumps shall be BERKELEY or equal, 300 GPM at 100 PSI . I. The plastic pipe and fittings shall be installed in a professional manner, by experts, to insure a leak free and trouble free system. m. Concrete thrust blocks shall be installed as recommended by the pipe manufacturer, and as directed by the golf course architects. n. Quick coupling valves shall be installed where indicated on the plan. o. Risers shall be galvanized. p. Automatic controllers and the central controller shall be as indicated on the plan. q. Remote control valves shall have a minimum of 6" of cover and shall be installed in a plumb position. r. Control wires shall be installed in the trench at a minimum depth of 14" and connected with Scotch -cast Epoxy connectors. The wires shall be covered with 2 layers of polyethylene plastic tape, wrapped tightly to insure a complete waterproof joint. S. Control wires shall be bundled and taped with rubber or fiberglass tape at 15' intervals for the entire length of the t. wire runs. Sprinkler heads shall be installed in a plumb position at intervals not to exceed the maximum spacing indicated on the drawings. E .4 1 s R 1 w' I I 1 I U , The contractor shall be responsible for adequate coverage of the planted areas as designated on the drawings. He shall provide nozzles of adequate "throw" to accomplish this and shall alter any nozzles that are inadequate in their coverage. V. Depth of ditches: Main lines, 18" . Lateral lines, 14" . W, pop off valve shall be furnished at pumps with surplus water piped back into the lake, x, Drinking fountains and lines furnished as shown on plan. Y , Guarantee: The entire system, including all work done under this contract, shall be guaranteed against all defects and faults of material and workmanship, and shall � eaof seedned for sixty ing ng withaut(ex0penses in good working order, to the owners. SECTION 4. MAINTENANCE a, The contractor shall maintain all grass areas, included in the contract, from time of seeding for sixty (60) days b. After the grass has germinated, any areas that do not show a good cover of gross shall be re -seeded. C. In addition to fertilizing the course before seeding,fter seeding entire course shall be fertilized two .(2)weeks and again in approximately 10 clays. d. The fairways shall be first cut when the grass averages approximately 2" in height: The height of the first cut sha I I be 11" . SECTION 5. INSPECTIONS In addition to the periodic inspections of tees, greens, fairways, irrigation system, etc., the final inspection of the course will be sixty (60) days after seeding. This inspection, plus compliance with the plans, specifications, and the construction contract, is the basis for approval and acceptance dd t tan' of this job n band thereby relieves the contractor o .r ■ .> 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 RUNFT & IANGETEIG, CHARTERED ATTORNEYS & COUNSELORS AT LAW P.O. BOX 953 420 WEST BANNOCK STREET BOISE, IDAHO 83701 TELEPHONE (208) 345.6521 AGREEMENT OF LEASE AGREEMENT made this day of 1978, by and between CITY OF MERIDIAN, a municipal corporation of the State of Idaho, party of the first part, hereinafter called LESSOR, and Cherry Lane Golf Course, Inc., an Idaho corporation, party of the second part, hereinafter called LESSEE. 1. LEASE. LESSOR hereby leases to LESSEE the following described real property situate in Ada County, City of Meridian, Idaho, which property is described and set forth on Exhibit "A" attached hereto and incorporated herein. 2. TERM OF LEASE. The term of this LEASE shall be fifty-five (55) years, commencing on the 1st day of September, 1978, and terminating on the 31st day of. August, 2033, both dates inclusive, unless sooner terminated as herein provided. 3. CONSIDERATION OF RENTAL. In consideration of paying any monetary lease rental, LESSEE shall, at its own cost, and without any obligation, liability or indebtedness of LESSOR, and within a reasonable time, operate, conduct and carry on a golf club upon the leased premises for the use and benefit of the public generally in accordance with the objects or purposes of its incorporation. Additionally, LESSEE shall pay the sum of $6,000.00 per year, in advance, as rental. This annual payment shall first become due on the first day of September next following the date upon which an additional nine -hole golf course shall have been constructed by or on behalf of LESSOR and leased by it to LESSEE herein on substantially the same terms and conditions as contained in this agreement. 1 4. USE OF LEASED PREMISES. 2 (a) LESSEE may use and occupy the leased premises for 3 the purpose of operating, conducting and carrying on a golf club 4 for the use and benefit of the public generally; build, own, 5 operate and conduct a clubhouse restaurant, including the 6 dispensing and sale of Bods and beverages; and build, own, operate 7 and conduct amusement enterprises such as tennis court and 8 racquet club. 9 (b) LESSEE agrees, insofar as it is economically 10 possible, to promote and encourage use of the leased premises for 11 the entertainment, instruction and social opportunities for 12 children, pursuant to scheduling and rules and regulations adopted 13 and promulgated by LESSEE and its assigned. Further, LESSEE agrees 14 to cooperate and work with the Recreation Committee of LESSOR in 15 developing City recreation programs for the youth of the 16 community. 17 5. TAXES AND UTILITIES. The tenant shall pay all taxes 18 and assessments upon the leased premises and upon the buildings 19 and improvements to be constructed thereon, which may be assessed 20 during the initial term or any extended term of this LEASE, and 21 it shall also pay all charges for gas, electricity, light, heat, 22 power, and telephone or other communication service used, rendered 23 or supplied upon or in connection with the leased property, 24 agreeing to indemnify LESSOR against any liability, claims or 25 damages for failure to pay and discharge such taxes, utility 26 charges, and any other expenditure incurred or assumed in the 27 construction, operation and conduct of a golf club and related 28 uses, which uses are provided by Paragraph 4 above. 29 6. POSSESSION. LESSEE shall be given possession of the 30 above-described property at the time of executing this Agreement 31 of Lease in order to build, own, operate and conduct for the uses 32 RUNFT herein provided, make a master plan of the premises showing the a LONGETEIG, CHARTERED 420 WEST BANNOCK P.O. BOX 953 Bo1sE, IDAHO 83701 LEASE - PAGE TWO TELEPHONE (208) 345-6521 I> I I layout of the intended improvements, and make preliminary plans 2 and specifications for the improvements to be constructed, installed 3 and erected upon the above-described premises. 4 7. IMPROVEMENTS. LESSEE shall have the right to make 5 such alterations and improvements in and upon the leased premises 6 as shall be reasonably necessary or appropriate by which to possess 7 and enjoy the leased premises for the use herein provided, LESSOR 8 agreeing to execute any and all easements for the purposes of 9 constructing any utility, including, but not excluding by 10 enumeration, sewers, power, telephone, water and gas. All such 11 buildings, improvements and appurtenances in, on or within the 12 leased premises and which have been erected, installed or affixed 13 during the term of this LEASE shall not be removed by LESSEE with - 14 out the consent of LESSOR, it being the intent of the parties 15 hereto that such buildings, improvements and appurtenances at the 16 termination of this LEASE shall become the property of LESSOR, free 17 of any and all liens and encumbrances except as assumed by LESSOR. 18 S. DEFAULT. If LESSEE shall fail to build, operate, 19 conduct and carry on a golf club in accordance with the use herein 20 granted and in accordance with its purposes and Objects of 21 incorporation within one year from the date of this agreement, 22 LESSOR shall, without notice in writing, have the right to declare 23 this LEASE forfeited and cancelled. After LESSEE has submitted 24 to LESSOR for approval, which approval shall not be unreasonably 25 delayed or withheld, plans and specifications for the construction 26 and improvement of the leased premises for the purposes herein 27 provided, LESSEE shall diligently pursue such work to completion 28 so that said golf course shall be open for business not later 29 than the first day of June, 1979, except as such date may be 30 tended by the number of working days lost by reason of strikes, 31 fire, acts of God or other events beyond the control of LESSEE. 32 RUNFT LONGETEIG, CHARTERED 420 WEST BANNOCK P,O, BOx 953 BOISE, IDAHO 83701 TELEPHONE (708) 345.6521 I - PAGE THREE I rr I Further, if LESSEE is in default of any terms and 2 conditions of the Agreement of Lease and fails or refuses after 3 sixty (60) days' written notice to perform or correct the conditions 4 in which said LEASE is in default, then this Agreement shall be 5 deemed terminated and forfeited and all rights of LESSEE in and to 6 the leased property shall thereupon be terminated, subject to 7 the provisions of Paragraph 12 of this LEASE. 8 If, within five (5) years of the date of this agreement, 9 an additional 9 -hole golf course has not been constructed by or on 10 behalf of LESSOR, and leased to LESSEE upon substantially the 11 same terms and conditions as contained herein, then LESSEE may at 12 its option terminate this lease without further obligation of 13 either party to the other. Such additional 9 -hole golf course 14 must be in such close proximity to the premises leased herein as 15 to enable LESSEE to operate the two as an 18 -hole golf course. 16 9. DISCRIMINATION. LESSEE, in the use of the lands 17 herein leased, will not, on the grounds of race, color, or national 18 origin, discriminate or permit discrimination to any person or 19 group of persons in any manner. To indulge or permit such 20 discrimination shall constitute a breach and default of this 21 Agreement and may be cause for termination as provided herein. 22 10. INDEMNIFICATION AND INSURADTCE. LESSEE shall 23 indemnify and save and hold harmless LESSOR from and for any and 24 all losses, claims, actions or judgments for damages or injury to 25 persons or property and losses and expenses caused or incurred by 26 ESSEE, its servants, agents, employees, guests and other business 27 invitees. However, LESSOR covenants and agrees to indemnify and 28 save and hold harmless LESSEE from and for any and all losses, 29 laims, actions, indebtedness or judgments if, after making the 30 LSSEE provements as provided in Paragraph 7, peadable possession of 31 of the leased premises is terminated and caused by a defect RUNFT 32 n title and ownership of any portion of the leased premises as & LONGETEIG, CHARTERED 430 WEST BANNOCK P.O. BOX 953 BO)SE, IDAHO EASE - PAGE FOUR 83701 TELEPHONE (308) 345-6571 ,:> 1 herein described, it'being understood by both parties to this 2 LEASE that LESSOR'S title to Tract 2 is contingent upon Leavitt - 3 Nu Pacific Company's conveying to the City of Meridian per the 4 agreement between those parties dated 5 11. COMPLIANCE WITH LAW. LESSEE, at its sole expense, 6 shall comply with all laws, orders and regulations of Federal, 7 State and municipal authorities, and, at its sole expense, shall 8 obtain all licenses or permits which may be required for the 9 conduct of its business within the terms of this LEASE, or for 10 making of repairs, alterations, improvements or additions, and 11 LESSOR, where necessary, will join with LESSEE in applying for 12 all such permits. 13 12. SURRENDER AND TERMINATION, LESSEE shall, on the 14 expiration, or the sooner termination as herein provided, of this 15 LEASE, surrender to LESSOR the leased property, including all 16 buildings, replacements, additions and improvements constructed 17 or placed by LESSEE thereon, with all equipment in or appurtenant 18 thereto, free of all liens, encumbrances and subtanancies and in 19 good condition and repair, reasonable wear and tear excepted. 20 Upon termination of this lease, LESSEE, its successors 21 and assigns, shall at all times execute, or cause to be executed, 22 all necessary documents required to surrender leased property, 23 including all buildings, replacements, additions and improvements 24 constructed or placed thereon by LESSEE, its successors and 25 assigns, with all equipment in or appurtenant thereto. 26 13. ASSIGNMENT AND SUBLETTING. LESSEE shall not assign, 27 transfer or sublet this LEASE, or any portion thereof, or any 28 privilege hereunder, either voluntarily or involuntarily, without 29 the prior written consent of LESSOR, which consent shall not be 30 withheld unreasonably; except that LESSEE may assign its right, 31 title and interest in and to this Lease Agreement with right of 32 RUNF7 reassignment, to its LENDER and to a Meridian Local Development LONGETEIG, CHARTERED 420 WEST BANNOCK P.O. BOX 953 BOISE, IDAHO 83701 TELEPHONE (208) 345-6521 - PAGE FIVE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2E 27 24 2c Y 3] 3. RUNFT LONGETEIG, CHARTERED 420 WEST BANNOCK P,O, BOX 953 BOISE, IDAHO 83701 TELEPHONE (208) 345-6521 i 14. BINDING EFFECT. This Agreement of Lease is binding upon the successors, assigns and subtenants of both parties. IN WITNESS WHEREOF, the parties have caused this Agreement of Lease to be executed by their duly authorized officers the day and year first above written. LESSOR: City of Meridian By Mayor E - PAGE SIX LESSEE: Cherry Lane Golf Course, Inc. By President I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2E 27 24 2c Y 3] 3. RUNFT LONGETEIG, CHARTERED 420 WEST BANNOCK P,O, BOX 953 BOISE, IDAHO 83701 TELEPHONE (208) 345-6521 i 14. BINDING EFFECT. This Agreement of Lease is binding upon the successors, assigns and subtenants of both parties. IN WITNESS WHEREOF, the parties have caused this Agreement of Lease to be executed by their duly authorized officers the day and year first above written. LESSOR: City of Meridian By Mayor E - PAGE SIX LESSEE: Cherry Lane Golf Course, Inc. By President AMBROSE, FITZGERALD BCROOKSTON Attorneys and Counselors P.O. Box 427 Meridian, Idaho 83842 Telephone 888-4481 QUITCLAIM DEED r � 10, I Vr% FOR VALUE RECEIVED, CITY OF MERIDI.AN_,. a Municipal corporation of the State of Idaho, does hereby- coney Ire'lase, remise and forever quitclaim unto PAUL EBYWHITE and LOIS M. WHITE, husband and wife, JOHN W. MARSHALL, amarried-_) a6-, and- R. P. PROPERTIES, a general partnership of whom R. WILLIAM RHEINSCHILD and R. L. PACK are the partners, whose address is P. 0. Box 2212, Boise, Idaho, 83701, the following described premises, in Ada County, to -wit: A parcel of land being a portion of Lot 83, Block 5 of the proposed Cherry Lane Village No. 3 Subdivision located in the SE 1/4 of Section 3, T. 3N., R. 1W., B.M., Ada County, Idaho, and more particularly described as follows: Beginning at brass cap marking the Southeast corner of said SE 1/4; thence North 00 19'11" East 451.29 feet along the Easterly boundary of said SE 1/4 and the centerline of Ten Mile Road to a point marking the intersection of the centerline of the proposed Woodmont Drive and said centerline of Ten Mile Road; thence along the following courses and distances along said proposed centerline of Woodmont Drive; North 89 40'49" West 136.00 feet to a point of curve; thence Northwesterly along a curve to the right 54.87 feet, said curve having a central angle of 21 40'49", a radius of 145.00 feet, tangents of 27.77 feet and a long chord of 54.54 feet bearing North 78 50'25" West to a point of tangent; thence North 68 00'00'.' West 171.40 feet to a point of curve; thence Northwesterly along a curve to the left 78.86 feet, said curve having a central angle of 25 4911411, a radius of 175.00 feet, tangents of 40.11 feet and a long chord of 78.20 feet bearing North 80 54'37" West to a point of ending of curve; thence leaving said proposed centerline of Woodmont Drive along a non -tangent line South 05 35'15" West 25.40 feet to a point marking the Northwesterly corner of Lot 84, Block 5 of said proposed Cherry Lane Village No. 3 Subdivision, also said point being on the Southerly right-of-way line of said proposed Woodmont Drive, also said point being the REAL POINT OF BEGINNING; thence continuing South 05 35'15" West 66.64 feet along the Westerly boundary of said Lot 84, Block 5 to a point marking the Southwesterly corner of said Lot 84, Block 5, also said point being on the Southerly boundary of said proposed Cherry Lane Village No. 3 Subdivision; thence North 60 50'49" West 3.00 feet along said Southerly boundary of the proposed Cherry Lane Village No. 3 Subdivision to a point; AMBROSE, FITZGERALD & CROOKSTON Attorneys and Counselors P.O. Box 427 Meridian, Idaho 83842 Telephone 888-4481 thence leaving said Southerly boundary North 05°13151" WEst 62.96 feet to a point on said Southerly right-of-way line of proposed Woodmont Drive, also said point being a point on curve; thence Northeasterly along a non -tangent curve to the right along said Southerly right-of-way line of proposed Woodmont Drive 15.01 feet, said curve having a central angle of 050 44'02", a radius of 150.00 feet, tangents of 7.51 feet and a long chord of 15.00 feet bearing North 81° 43'36" East to the point of beginning, comprising 565.2 square feet (0.013 acre), more or less. SUBJECT TO: All existing easements and road rights-of-way of record or appearing on the above described parcel of land. DATED this /�� day of October, 1990. THE CITY OF MERIDIAN STATE OF IDAHO,) ss. County of Ada, ) P. IN RD, TYUR ATTEST: On this /2 day of October, 1990, before me, the undersigned, a Noiary Public in and for said State, personally appeared GRANT P. KINGSFORD and JACK NIEMANN, known to me to be the MAYOR and CITY CLERK of the City of Meridian, a Municipal corporation, whose names are subscribed to the foregoing instrument, and acknowledged to me that they executed the same on behalf of said City. IN WITNESS WHEREOF, my official seal, the above wrltteA,.,o,m,,,,, (SEAL) ;��'; ` � �• . foo `efrJ;Si,9`i L I have hereunto set my hand and affixed day and year in this/,) certificate first Notary ruor-rc for laano Rosipence: Meridian, Idaho. My,c mmission expires 04/01/93 CHERRY LANE VILLAGE GOLF COURSE MERIDIAN, ADA COUNTY, IDAHO CONSTRUCTION SPECIFICATIONS 1.01 GENERAL A. Scope. The following specifications cover the work and materials required for construction of the golf course holes for the City of Meridian, Ada County, Idaho. The Contractor/Developer shall furnish all labor, materials and equipment necessary or, required to complete the work in all respects as shown on the plans, as hereinafter specified or both. Each major item is divided, where applicable, into sections consisting of: A. Scope; B. Materials; and C. Workmanship. This method is employed to facilitate the work of the Contractor/ Developer in following the Specifications during construction. B. Progress of Construction. It is the intent of this Specification Document to insure that the progress of the work proceed in a systematic manner resulting in a minimum of inconvenience to all concerned. Cleanup of all construction debris, excess excavation, excess material and similar items shall be completed as the construction proceeds. C. Construction Sequence. The Contractor/Developer shall submit a proposed Progress Schedule for approval to the Owner and/or his designated representative outlining the construction sequence. D. Interfering Structures and Utilities. The Contractor/Developer shall exercise all possible caution --tb prevent damage ---to existing structures and utilities, whether aboveground or underground. It shall be the Contractor/ Developer responsibility to notify all utility offices concerned at least forty-eight (48) hours in advance of construction operations in -which a util- ity's facilities may be involved. This shall include, but not be limited to, irrigation, water, storm sewer, telephone, electric, oil, gas and cable televi- �*11•)IV If the Contractor/Developer encounters existing facilities which will prevent the construction of any facility and' 'which are not properly shown on the Plans, he shall notify the Owner, or his'�designated representative, before continuing with the construction in order that s.x4ch field revisions, as neces- sary, can be made to avoid conflict with the existing structures. The cost of waiting or "down" time during such field revision.shall be borne by the Contrac- tor without additional cost to the Owner. If the Contractor/Developer fails to notify the Owner when an existing structure is encountered, but shall proceed with the construction despite this interference, he shall do so at his own risk. In particular, when the location of the new construction will prohibit the restoration of existing structures to their original conditions the Contractor shall notify the Owner or his designated representative so a field relocation may be made if possible to avoid the conflict. E. Field Relocation. During the progress of construction, it is possible that minor relocations may be necessary. Such relocations shall be made only by direction of the Owner or his designated representative. F. Convenience and Sanitary Facilities. The Contractor shall. furnish all necessary convenience and sanitary facilities during the course of construction and shall bear all costs thereof: The services include; but are not necessarily limited to, telephone, water,. sanitary facilities, :power and related services. G. Operation and Maintenance Manuals. The Contractor/Developer shall prepare and submit three (3) copies of the ,Operation and,. Maintenance. Manuals-_-o.-the:.. Owner for review. The Manuals shall be bound and shall include the following: 1. Cover sheet. 2. Index. 3. Detailed drawings. 4. Descriptive literature. - 5. Installation instructions. 6. Manufacturer's recommended maintenance and operating instructions. 7. Parts list with name, address and phone number of local source of replacement parts. S. "Trouble Shooting" guide. 9. Other necessary information. H.. Record Drawings. Within thirty (30) calendar days after completion of the golf course construction the Contractor/Developer shall submit to the Owner three (3) copies of "Record Drawings" of the project showing an accurate representative of the actual construction. I. Maintenance. The Contractor/Developer shall maintain all grass areas and sprinkler system for a period of sixty (60) calendar days from the date of seeding. After the grass seed has germinated, any areas that do not show a good cover of grass shall be reseeded. J. Inspections. In addition to the periodic inspections of tee(s), green(s), fairway(s), irrigation system, etc., the final inspection of the course (holes or portions thereof) will take place sixty (60) days after seeding. This inspection, for compliance with the plans and specifications; is the basis for approval and acceptance of the facility by the Owner for ownership and future maintenance. K. Guaranty. The Contractor shall guarantee all materials'and equipment =_ furnished and work performed for a period of one (1) year from the date of completion. The Contractor warrants and guarantees for a period of one (1) year from the date of completion of the system that the complete system is free from all defects due to faulty materials or workmanship and the Contractor shall promptly make such corrections as may be 'necessary by reason 7 such defects including the repairs of any damage to other parts of the system resulting from such defects. The Owner will give notice of observed defects with reasonable promptness. In the event that the Contractor should fail to make such repairs, adjustment, or other work that may be necessary by such defects, the Owner may do so and charge the Contractor the cost thereby incur- red. A Performance Bond for 100 percent of cost of improvements is required of the Contractor/Developer and said Bond shall remain in full force and - effect through the guarantee period. 1.02 SITE CLEARING AND GRADING A. Scope. This section covers the work necessary to prepare the golf course site(s) for construction of the fairways, greens and tees including, but not limited to, providing all equipment and all incidental and related work. 's B. Materials. 1. Grading. Material required to bring the site to the grades shown on the plans, or required by the Owner, with proper allowances for the replacement of the top soil, shall be obtained from the excavations and other- approved borrow sources_ 2. Other Work. No materials are required except adequate equipment to perform the work. C. Workmanship. 1. Survey. '.Prior to beginning construction, the Contractor/Owner, shall survey the portion(s) -of the,.. -golf :course affected :by his. -development- which .survey shall :include- the. course,, boundary (s:):; 'location -of tee(s).;-.location..of - green(s) and fairway centerline(s). These. locations shall be approved by the Owner or his:. designated representative:; Each -angle point on the golf course boundary shall be marked by a drivel two (2) inch "diameter steel pipe -with an aluminum cap denoting the point as "golf course boundary". - 2. Excavation. The. golf- course hole area shall be cleared of all brush, grass and other deleterious material and shall be stripped to a depth of three (3) inches . to: remove. all'vegetation. These materials shall be disposed of in an approved landfill. The .top soil shall then be removed and stockpiled for use after.'.grading of the golf course- area 'is completed. Prior to. its use; the topsoil shall be inspected to determine I its ability to grow and support the grasses to be planted. 3. Grading. Grading of the tee(s),: green(s),..fairway (s),,sand- trap (s),. . and mound(s) shall be "in accordance with the plans. However, the Owner or his designated representative reserves the right to direct the Contractor/Developer to alter and reshape the tee(s), green(s), fairway(s), sand trap(s) and mound(s) at their discretion -to suit field conditions or for the interest of the golf course. The cost to the Contractor/Developer, within reason, that may arise from reshaping and regrading shall be considered incidental to the cost of i construction and shall be borne by the Contractor. Grading shall be accomplished so as to eliminate any low areas. The elevation of residential land adjacent to the golf course property shall be taken into consideration when grading so the respective edges grade together. 1.03 TEE(S) AND FAIRWAY(S) A. Scope. This section covers the work necessary 'to construct the -golf course tee(s) and fairway(s) including, but not limited to, fine grading, topsoil, seeding, fertilizing, watering, mowing and all incidental and related work. B. Materials. 1. Topsoil. Topsoil material shall be a natural,,,,fertil=e.; = agricultural soil capable of sustaining vigorous plant growth. "'It --shall be of uniform composition throughout, without admixtures of;7subsoil. The 'topsoil shall be free of stones, limbs, live plants or tree roots;'sticks and other deleterious matter. Topsoil removed form the site prior to grading may acceptable for use. 2. Grass Seed. The Contractor/Developer shall- furnish a grass seed mixture substantially as follows: Kentucky Bluegrass Merion Bluegrass 331/30 Manhattan Ryegrass 33-1/30 All grass seed shall be new crop seed of highest quality obtainable and shall be "weatherized" with Arasan seed disinfectant. MILORGIANITE at the rate of 400 pounds shall be applied to each tee area with the grass seed.. 3. Fertilizer. The Contractor/Developer shall furnish and apply commer- cial fertilizer, the containers of which shall bear the manufacturer's guaran- teed statement of analysis and shall meet the following minimum requirements in available form: Nitrogen 100 Phosphorus 100 Potash 5% C. workmanship. 1. Topsoil. After the tees) and fairway(s) are approved, -topsoil shall be applied to a minimum depth of six (6.) inches over all surfaces of the tee(s), fairway(s), and banks. and approaches of .the green(s). After the irrigation system is installed, the surface shall be thoroughly disced to a depth of six -,.(6) inches: Ater the irrigation :ditches have settled;- the surface shall be floIted smooth with a large steel float, and cultipacked. 2. Grass Seeding.- Grass seeding shall not be started --until the sprinkler irrigation system -has been installed,: operated..and accepted for= use.-- The soil surface shall be =scarified 'to make' a=-smooth=surface .for_the- seeding and the seed shall, be applied at a rate -of four (4)7 pounds -pe-r -one thousand (1,000) square feet. - The 'fertilizer, shall be -,applied,. at -a --rate of three hundred (300) pounds per acre. The seeded areas (tees; fairways; mounds, bankjj of greens)- .-.shall ithen be raked lightly to cover the seed not more than one-quarter (1/4}: inch and rolled with -an approvedroller: The fertilizer -shall be --applied: again two -(2) weeks- after seeding and ten (10) calendar days after that resulting`iri three (3) applications.- Mowing pplications_ Mowing of the tee(s) shall start when the grass is -one (1) inch tall. The mowers shall be set at three-quarters (3/4) inch for the initial mowings. Mowing of the fairway(s) shall start when the grass averages approxi- mately two (2) inches in height. The mowers shall be set at one and one- quarter (1-1/4) inches for the first cutting. 1.04 GREEN(S) A. Scope. This section covers the work necessary to construct the golf course green(s) including, but not limited to, fine grading, seed bed, seeding, fertilizing, watering, mowing and all incidental and related work. B. Materials. 1. Seed Bed. The seed bed shall consist of the following materials: o Two (2) inches of No. 3 rock or approved equal. o Ten (10) inches of clean river bed sand. o VITABARK, HUMASITE, or approved equal..-,- 0 qual.- o MILORGANITE. 2. Grass Seed. The grass seed shall be-_-PENCROSS..BENT.. The- seed shall__ be new crop and of highest quality obtainable. C. Workmanship. 1. Seed Bed. After the green(s) surface is graded and, approved. by,, the Owner, two (2) inches of No. 3 rock or approved equal shall, be- placed. ,thereon. - The clean river bed sand shall then be placed and -the green{s)`surface shaped. to blend into the banks, mounds and approaches. The VITABARK, HUMUSITE, or approved equal shall then be applied to the surface at a . rate. of . -two:. hundred ; (200) pounds per one thousand (1,000) square feet and evenly worked, .,.into, the sand bed. ---- The putting surface shall now be contoured to. the -desired shape as - outlined in the plans or# by he Owner or his designated representative. Four hundred (400) pounds of MILORGf-ANITE shall be evenly applied to each green. Prior to seeding the subsurface drains shall be installed, in accordance with the plan details, from the front of the green(s) to the low side of the fair- way(s). 2. Grass Seeding. The grass seed shall be applied at a rate of one (1) +pound per one thousand (1,000) square feet of putting surface. The putting surface shall be raked after seeding to cover the seed not more than one uarter (1/4) inch and shall be rolled with an approved roller. ff The green(s) shall be kept-moist.at all tames after watering starts. Mowing of the putting surface shall start when the grass is one-half (1/2) to three-quarters (3/4) inch high. The mower shall be set at one-half (1/2) inch for the first cutting. 1.05 SAND TRAP(S) A. Scope. ,This section covers the work 'necessary to =-construct =thee- sand- traps) inchuding,. but � not limited ::.to, .!excavation, soap-ing ----Aand=-�tid all -- °- -I incidental and. -related.work.= - B. Materials. The - sand shall be - a clean sand; dight in -:color :having a.mesh size of twenty (20) to thirty (30). C. Workmanship. -The sand,trap(s) shall be graded and contoured:according -to the plans and as; directed by the--owner-or. his ' designated representative,. --The sand shall be .spread evenly, in the - trap area' to a. minimum depth - of four (4) inches. 1.06 SPRINKLER IRRIGATION -SYSTEM A. Scope. This section covers: the work necessary =to construct a -fully- automatic electric solenoid controlled underground. sprinkler system of PVC pipe including, but not limited to, trench excavation, and: -,backfill; pipe bedding; furnishing and installing the pipe, valves; 'fittings, -sprinklers and drains and all incidental and related work. Prior toq start' ng sprinkler installation, the Owner will inspect and fo approve of^each tee , green and fairway. B. Materials. 1. Excavation and Backfill. All excavation is unclassified. The Contractor/Developer 4].1 complete all excavaeion of every description regard- less of the character, nature or condition of the materials encountered. 2. Pipe_ All sprinkler lines shall be Class 160 Poly (Vinyl Chloride) (PVC) pressure rated pipe. The pipe shall carry the manufacturer's name with the type and size of material and shall be labeled with the lot number, schedule of type and the NSF Seal of Approval. - 3. Fittings. All plastic pipe fittings shall The of�the same material as the pipe and in no case shall have thinner walls than that of the pipe furnished. Extruded or molded fittings are acceptable. - Valves shall be gate valves of bronze construction with non -rising stem -and .inside screw with threaded ends having=`.a pressure -==rating- of- one hundred -fifty (150) psi. - Quick coupling valves -shall be Royal Coach No. 25,000. or go � ►p►Nti c� a,�uaL`: - 0� e5�`°"S tx 4. Sprinklers. Pop-up rotary sprinklers shall be Royal Coach 10,800 YS��"� and 10,100, or approved equal. The heads shall be fully adjustable for flow. - ,�,� ��� • and pressure with letter or symbol designating degree of arcl and arrow indicat- ing center of spray pattern as indicated on drawings-: - S. Risers. Risers shall be constructed of Schedule 80 PVC or galvanized pipe with threaded connections. The risers shall be sized as shown on -the', plans and cut to the required length. 6. Automatic Drain Valves. -- - w Q.e 0u1 kQart 7. Automatic Electric Control. a. Controller. The automatic controllers, including the central controller, shall be as manufactured by Royal Coach or approved equal. b. Valves. ;The valves shall be Royal Coach No. 20,002 and 20,003, or approved equal. Wiring for the valves shall be 12 and 14 gauge, direct burial, OF Type -UL approved. 8. Pumps. C. Workmanship. 1. Excavation and....Backfill.._- Excavation shall be to the -lines and grade as shown on the plans or as directed by the -owner or his designated representa— tive. The bottom width of the trench ' shall not be less than -12 inches;-. nor -greater than -24 inches wider than-- the_ ;outside diameter of the pipe- to=..be laid Where the trench bottom encounters cemented gravels, stones- boulders== -or unstable conditions.,=: excavation shall.: extend to- four '(4) : inches -:below- the line - of the pipe bell and 'then- bei backfilled with - approved - gravel.,; ; sand - or -:-earth to form a cradle :for the pipe. ' All sizes of pipe shall be bedded on 'and--initially---backfilled: with a minimum of three (3) inches- of reject sand. Additional. backfill shall be 'from 'native materials excavated with topsoil placed at the.trench top-._ - _-. Backfill shall be compacted 'by mechanical - means' -or. by,water settling to the same degree as the undisturbed adjacent ground: Mainline trenches shall be excavated to an eighteen (18) inch depth and laterals to a fourteen (14) inch depth. 2. sprinkler Pipe a. Pre aration and Placement. All pipe and fittings shall be carefully inspected before being laid and no cracked, broken or defective pipe or fittings shall be used in the work. Proper implements, tools and facilities shall be provided and used by the Contractor for the safe and proper protection of the work. b. Thrust Blocking. Reaction or thrust blocking shall be placed as shown on the plans and shall be of concrete having a twenty-eight (28) day compressive strength of two thousand (2,000) pounds -per -square -inch. The blocking shall be placed between the undisturbed ground and the fitting to be anchored. The quantity of concrete and area of bearing on the soil shall be as shown on the detail in Appendix A. Unless shown otherwise, the blocking shall be so placed that the pipe and fitting joints will be accessible for -repair. C. Flush and Test. After the piping is installed and before the sprinkler heads are installed and backfilling is completed, all valves shall ' be opened and the system thoroughly flushed with a full -head of water. Prior - - to final backfill, the main supply lines shall be pressure tested to PP Y one hundred (100) psi. The amount of allowable leakage in gallons per`'hour shall-"' be determined by the following formula: VU L - ND P n. '.th - ( )� Where N = Number of points-ie�length of pipe tested:` -''- -7400 D = Nominal diameter of -the tested pipe in inches. P = Average test pressure during the test in psi. L = ab�owabh Lew4�.g.,, ►h 9N �l-nom;, .per _h_a,.�r, _ - ::::. _:-_--_--- --: d. Winterization. Galvanized steel fittings -for air -blow winteri- zation of the system shall be installed for ease of operation. Air =blow ing' (winterize) of the system shall be the responsibility of the Contractor/Devel- oper for the first two (2) seasons following completion' of the system. The" air -blowing shall be done in the presence of the Owner's designated represents tive as a part of the system demonstration. 3_ Fittings. All fittings and valves shall be installed in conformance with the manufacturer's recommendations and specifications. Quick coupling valves shall be installed in accordance with the manufacturer's recommendations and at the locations shown on the plans. s 4. Sprinkler Heads and Risers. The design of the sprinkler system shall be such that a one hundred (100) percent coverage of the planted areas is attained. Sprinkler heads shall be installed to grade- in a plumb --position, in accordance with the -specific manufacturer's recommendations and in the locations and intervals not to exceed the maximum spacing indicated on the plans. Each riser shall be connected :to the -supply -pipe via :a swing -joint- coupler as shown;on the standard detail in.Appendix--A of these -Specifications. WALL � 5. Automatic Drain Valves.-_ The Contractor/Developer shall be responsible for locating==:drain -valves -;in =..the sprinkler` .Zystem-...toprevent--damage during-:------.- freezing temperatures. Gravel omits; -excavated :to free draing in-rbsErI- d f= !backfilled with drain =rock; shall be provided as- needed to --assure:- adequa-te evacuation of water -from the lines --for winterization-.'- 6. interization: 6. Automatic Electric Control. a. Controller. The -automatic controllers and the -central controller shall be located. as- -shown- on. the -plans and' installed -in strict accordance with -- - the manufacturer's instructions and recommendations.. s44444 ZvOi jol-h;n V*" b. Valves. ..All remote control.valves--shall be- installed in^boxes set to grade -with a minimum; of six (6) inches of cover --`and shall --be --installed - in a plumb position. Control wires for the valves shall be installed in the trench at a minimum depth of fourteen (14) -inches and connected by Scotch= cc! st epoxy connectors. The wires shall be covered with two -{2)= layers -- of polyethylene plastic tape, wrapped tightly to insure a completely waterproof joint. The control wires shall be bundled and tape with rubber or fiberglass tape at fifteen (15) foot intervals for the entire length of the wire runs. The control wire shall have a ten (10) inch expansion coil at each valve to which controls are connected and at one hundred (100) foot intervals. The wire shall be placed beside the pipe. 7. Pumps 1 1 r A 1 STATUS REPORT CHERRY LANE GOLF COURSE NOVEMBER, 1979 PREPARED FOR: LEAVITT NUPACIFIC COMPANY P. 0. Box 1847 Bellevue, Washington 98009 � s - ;11.4.4.m O EUGENE W. WRIGHT, P.E. MARILYN G. OLMSTEAD, E.I.T. OF J U -B ENGD=RS, INC. 250 South BeechwDod Avenue Boise, Idaho 83709 1 1 1 1011.1 1.1 im We) gKi0 ► A4�4•. spy_------------------------.-____--------------------- Introduction ---------------- .__—____—___w__ ---..,__-____-_-- System Operation ------- -------------------------------- Investigation------__—_—__—_.,_ .,__—_--------- ______---- Analysis ___Analysis ----------- ------------ Conclusions and Recorm endations--- Appendix --------------------- ------_---------------------- I 1 2 4 9 18 22 27 34 1 PURPOSE tThe purpose of this report is to investigate and analyze the problems which have become apparent this summer on the Cherry ' Lane Golf Course and to clarify the nature and determine the - cause of these problems. In general the major concerns which ' have been expressed have been the inadequate coverage of the sprinkler irrigation system, the wet and swampy areas in several places on the golf course, the malfunctioning control system and tthe general maintenance of the irrigation system and golf course grounds. This report should assist in determining if the system ' was designed and constructed in accordance with the plans and specifications and in a manner which would enable it to be ' operated and maintained with a commonly acceptable degree of maintenance effort, and whether the irrigation system and golf course grounds were maintained properly. Within this report all ' of the golf course tees, fairways and greens will be numbered as they are presently played. 1 1 1 1, 1, 1 1 1 -1- 1 1 1 1.1 1 1 1 410011 During the winter of.1978 and 1979, over.5,000 feet -of FVC irrigation pipe broke on the Cherry Lane Golf Course. Water which had not been properly removed from these irrigation lines by the Cherry Lane Recreation, Inc., personnel froze and shattered the pipe. This unfortunate freeze set in motion a series of events which had detrimental affects on the irrigation system. The broken pipe was dug up and replaced by Cherry Lane Recrea- tion, Inc. During this repair phase, the irrigation system was contaminated with dirt and small rocks. This dirt found its way into the valves and sprinkler heads. once in the valves, the dirt prevented them from closing which caused more sprinkler heads to be operating at one time than the irrigation system could handle. The design of the irrigation system called for 12 fairway sprinklers to be operating at any one time. During investigations for this report the valves which had failed to close caused 20 or more fairway sprinklers to be operating together. This caused a large decrease in the water pressure and consequently a decrease in the sprinkler coverage. The dirt and rocks trapped in the sprinkler nozzles caused a decrease in the coverage and created an irregular sprinkler ' pattern. A 1 During the freeze break repair some of the control wires were dug up. All of the electrical problems with one minor exception were the result of splices which had been damaged in these repair areas or splices which were improperly made by Cherry Lane Recreation, Inc., personnel. The one exception was a loose common wire in the "C" field controller. Wet areas on the golf course were caused or aggrevated by broken pipes, stuck valves and malfunctioning sprinkler heads. -2- 1 There are some items pursuant to the construction of the irriga- tion system which need to be corrected by the developer. However, ' none are directly related to the problem which occured during the past summer. ' Those most familiar with the irrigation and control system g Y ' consider it adequate and easily capable of irrigating the golf course with a reasonable amount of maintenance effort. 1 1 1 1 [l 1 -3- 1 1 ' INTRODUCTION 1 Historical Background ' Cherry Lane Village was first conceived as a golf course and subdivision by Mssrs. Jim Fuller and Kent Barney some time prior to. 1975. Mr. Fuller enlisted the services of Mr. Bob Baldock to plan a golf course and at approximately the same time enlisted the services ' of J -U -B ENGINEERS, Inc., to design a subdivision around the planned golf course. In the spring of 1977 Mr. Fuller and Mr. Barney sold their interest in the Cherry Lane Village project to Leavitt NuPacific ' Company of Bellevue, Washington. Leavitt NuPacific authorized Mr. Bob Baldock to design and build the first nine of the planned eighteen holes of the golf course and construction began in the fall of 1977. The first nine holes were built on approximately 45 acres. in accordance with the plans and specifications which were submitted to the City of Meridian in approximately September of 1977. ' The golf course was completed during the summer of 1978 and on October 2, 1978, was accepted by the City of Meridian conditional upon several minor items being completed. The golf course was leased at approximately the same time by the City to Cherry Lane 1 Recreation, Inc., who immediately took over possession and maintenance responsibilities for the golf course. Cherry Lane Recreation, Inc., performed maintenance during the final fall months and prepared the golf course for the winter of 1978-79. During the winter of 1978-79 ' approximately 5,000 feet of the P.V.C. irrigation pipe within the Cherry Lane Golf Course broke as the result of water which froze in .the pipes. This water was not properly removed by the maintenance ' personnel during their preparations for the winter. These freeze breaks were repaired in the spring of 1979 by maintenance personnel ' employed by Cherry Lane Recreation, Inc.. ' Since the spring of 1979 when these repairs were undertaken numerous problems with the electrical system have become apparent. 1 1 1 1 7 1 Mr. Ray Conner, an employee of Mr. Bob Baldock during the construc- tion of the Cherry Lane Golf Course, was returned to Meridian at the developer's expense and fixed several items which were incorrectly repaired during the spring freeze break repairs and also fixed several cuts in the irrigation system control wires which were made by the telephone company in placing telephone cable for Cherry Lane Village No. 2 Subdivision. Subsequent to these repairs we were informed by Mr. Richard Stanwood, the golf pro and partner in Cherry Lane Recreation, Inc., that the system was working properly. At that time the only problems which were apparent on the Cherry Lane Golf Course were several heads which were originally placed too close to the edge of the fairways and were spraying on adjacent homes. Bob Baldock agreed to move these sprinklers, however, because of a very busy summer schedule it was not possible for Mr. Baldock to make these repairs until August and September of 1979. During the summer months it became apparent that there were additional numerous problems with the electrical system, with the coverage of the irrigation sprinklers and with some valves and sprinkler heads. A great deal of controversy evolved as to the adequacy of the maintenance of the golf course and irrigation system on the one hand and the design and construction of the irrigation system on the other. Many complaints were expressed by golfers, homeowners and homebuilders in Cherry Lane Village about the inadequacies of the golf course maintenance, the mosquitoes and the inadequacy of the service provided at the club house. The golf course lessee expressed the opinion that the design and construction had left them with a golf course which was nearly impossible to properly maintain. The developer, Leavitt NuPacific, felt that the golf course was not being adequately maintained and operated and began default proceedings in accordance with the agreement between Leavitt NuPacific and the City of Meridian. Because of the contro- versy as to the exact nature of the problems on the golf course the default action was delayed in order to complete an investigation of the adequacy of the design, construction and maintenance of the golf course. 1 -5- 1 n 11 1 1 1 1 r 1 During this investigation Mr. Bob Baldock, Mr. Ray Conner, Mr. John Boehm, the superintendent at Eagle Hills Golf Course, Mr. Bill Aliment, a PGA pro from Seattle, Washington, Mr. Marvin Orgill, an architect from Spokane, Washington, and Mr. Dick Ragsdale, the owner of Evergreen Sprinkler Company and supplier of most of the materials used in the construction of the course were on the course to observe and investigate the golf course grounds and irrigation system construc- tion and maintenance. Throughout this time J -U -B ENGINEERS, Inc., was on site as a representative of Leavitt NuPacific Company to observe and report on the conditions encountered. J -U -B ENGINEERS, Inc., was not, however, invited to accompany Mr. Orgill or Mr. Ragsdale on their tour of the course. Conditions of Approval The items which the City stipulated must be completed at the time the golf course was accepted by the City have all been completed. Referring to these items as they are numbered in the minutes from the City Council meeting of October 2, 1978, as found in the appendix the status of these items is as follows: 1. The water well has been completed and is currently opera- tional. The water well is sufficiently large to supply the needs of the golf course during the cooler fall and spring months of the year. 2. The gravel, parking for the club house has been completed. 3. During all of the conversation concerning acceptance of the golf course by the City, the concrete ditch in question was that ditch which crosses the No. 6 fairway immediately behind the lots on Sugar Creek Drive. This concrete ditch has been removed. No mention was ever made of any other ditch. 1 1 1 1 1 1 1 1 1 1 4. The electrical system was checked by Mr. Ray Conner in the spring of this year and to the best of our knowledge was in satisfactory working order at that time. It was not until September of this year that we were aware of any other problems with the electrical controls for the irrigation system. 5. Leavitt NuPacific agreed some time ago to work with the golf course lessee in any way possible which would not be detrimental to the development to assist them in obtaining property for the storage of their equipment. Quite some time ago the golf course lessee asked to be allowed to construct a shelter for their golf carts in the parking lot adjacent to the club house. They apparently changed their minds and have since constructed their cart storage on property which had already been deeded to the City and was part of the golf course. We assumed that was the end of the matter. If the golf course is in need of additional property we have not been made aware of it. 6. As it shows in the attached minutes, Leavitt NuPacific agreed that the pumps would be covered and a fence built around the electrical panels. This has been done. In addition to the fence and cover over the sump Leavitt NuPacific has also modified the pumping setup to raise the pumps above the high water level of the lake. 7. The two bridges over the Eightmile Lateral on No. 6 fairway have been completed. B. The curb ramps which were installed on Turnberry Drive for the golf course equipment were installed at the request of the golf course lessee and are complete. The crossings were discussed with the lessee prior to their construction and no mention was made of the need for wider crossings. -7- l] 9. The six inch water line across the ditch on fairway No. 6 was,repaired in the spring of 1979 by Mr. Ray Conner. it ' has since broken and will again be repaired at the devel- oper's expense. 1 1 1 fm r 1 1 1 1 SYSTEM OPERATION Design and Construction of Golf Course The Cherry Lane Golf Course was designed by Mr. Bob Baldock and constructed by him in accordance with plans and specifications on file with the City of Meridian. These plans include a schematic layout of the irrigation system with the technical specifications for the pumps, a detail of the general construction of the greens and tees and a plan design for each green on the golf course. The specifications included the manufacturer's brochures for the equipment which would be used on the golf course and a set of specifications detailing the construction practice and materials to be used in the grading, seeding, and maintenance. Materials from the excavation of the 3.7 acre lake were used ' to build the berms, tees and the bunkers around the greens. The greens themselves were built up using gravel and sand in accordance 1 with the approved plans. 1 In order to understand the problems which occurred in the irrigation system on the Cherry Lane Golf Course some basic ' understanding of the system operation is necessary. For this reason a short explanation of each of the components of the ' sprinkler irrigation system is included. Irrigation Water Supply The water for the irrigation needs of the golf course is ' diverted from the Eightmile Lateral. This Lateral is part of the system maintained and operated by the Nampa Meridian Irrigation ' District. The water rights for this property are 5/8 of a miner's inch of irrigation water per acre on a constant flow basis. This gives the golf course a total. of 28.4 miner's inches or 319 gallons per minute for the lands which presently belong to the 1 course. In the process of being transferred are the irrigation -9- 1 1 n Ll 1-1 1 rights from the individual lots in Cherry Lane Village. This would include approximately an additional 1,200 gallons per minute to be transferred from the lots adjacent to the first nine holes of the golf course. This is nearly ten times the water necessary to irrigate the golf course during the season from April 15 through October 15. Water necessary prior to April 15 and after October 15 is furnished by a separate groundwater well. The pump installed in this well is rated at approximately 150 gallons per minute and pumps into the lake. The main irrigation pumps are then used to pump water from the lake into the golf course irrigation system. Pumping System The two pumps which were installed in the golf course are each, rated by their manufacturer at 300 gallons per minute at 100 psi in accordance with the approved specifications. These pumps were originally installed in a dry well with a screened suction inlet coming directly into the pumps from the lake.. This was done to provide a positive head on the suction inlet to the pumps which helps to minimize the cavitation of the pump impellers which occurs when the pumps are required to provide more suction on the inlet than they were designed for. Placing the pumps in such a manner below the high water of the lake increases the risk of the pumps being flooded with the attendant expense of cleaning and drying the pumps. The City of Meridian recognized this risk and as a condition of the acceptance of the golf course required that the pumps be raised above the high water level. The pump manufacturer indicated to J -U -B ENGINEERS, Inc., at that time that the pumps should work satisfac- torily if the pumps were kept as low as possible and the suction line kept as short as possible. The pumps were so raised in the spring of 1979 and a gravity flow inlet provided into the sump. The pumps then pumped from the sump into the irrigation system. A screen was provided in the wet well itself to prevent the entry -10- fl [1. 1 J 1 of moss and other debris from the lake into the pumps and conse- quently into the pressure irrigation system. This screen was placed in the sump for ease of access and maintenance rather than in the lake as the original screen had been. Additionally, a very fine mesh screen was placed on the foot valve at the suction inlet of each pump. The golf course lessee was unhappy with the screen as provided in the box and at the specific request of Mrs. Nita Lovan and Mr. Richard Stanwood a 1/8 inch mesh steel screen was placed on the inlet of the gravity -flow pipe from the lake into the wet well. The screen works adequately to keep debris from the pumps but requires daily cleaning. A pressure release valve adjacent to the pumping station provides a release of water back into the lake to maintain the system pressure within a range of approximately 80 to 100 psi. Irrigation Control System The electrical controls for the automatic irrigation system include: a. One central programmer; and b. Six remote field controllers. The major function of the central programmer is to turn on all the remote field controllers simultaneously at a preset time. Each field controller then runs independently with its own internal clock, turning on sprinklers progressively around the golf course. Since field controller "A" is the last controller to water and is closest to the pumping station, it was wired to turn the pumps on at the beginning of the watering cycle and turn them off -11- ' after the completion of Station 11 on Controller "A". A ten second delay is built into the control, system between the activation of the ' field controllers and the starting of the pumps. This allows the first valves to open prior to the piping system being pressurized to ' prevent excess pressure surges in the pipe. ' Figure 1 is a simplified flow chart showing a sample watering cycle. Figure 2 is a schematic of the control system and Figure 3 shows a sample program. For this example a five minute watering ' time is programmed. In actual operation, watering times will vary from 10 through 30 minutes, depending on the water needs of the course. ' Each of the stations in the field controllers operates a preset number of valves. As each station is activated in accordance with the preset program a solenoid on each automatic valve controlled by that station lifts a small pin in each valve and allows the valve to open and the sprinklers to operate. As the program progresses and the station changes, the current is turned off to the solenoid and the pin drops, causing the valve to shut. This stops the flow of water to the sprinkler. ' Please see the appendix for a complete sample irrigation cycle. 1 The automatic valves are connected into the electrical control system with two buried wire splices. These splices were typically ' made by twisting the wires together, taping them and coating the taped splice with P.V.C. cement to form a waterproof seal. This ' connection has been used satisfactorily by Mr. Baldock for several years. Problems occur with any buried electrical system when the ' protective covering on the wires or splices becomes split, cracked or cut, and exposes bare wire to the environment. Current is ' -12-- ■ ■FIELD CONTROLLER ■ ■ F B D C E A ' cA a 0 PUMPS ON Sprinkling 10 Sprinkling 0 z C 20 takes place on fairways ' 30 on fairways L 40 a W N 50 z 60 `1 coa Ir 70 ' 80 ' Y' 90 PUMPS OF Sprinkling takes place is on fairways 1a2 0 z Sprinkling takes place on fairways 7,Ba9 L r - Y C Ck N 0 z z cA a •Y C 'L Sprinkling Sprinkling 0 z C takes,place takes place on fairways on fairways CL a 3a4 N Sprinkling takes place on fairways 7,Ba9 L r - Y C Ck N 0 z z Sprinkling - takes place on fairways CL 5 8. 6 z C `1 Sprinkling Y' takes place cn allogreens z e- - - - — - crfr a tees _— :•.. FIG. I CONTROL SYSTEM FLOWCHART --1.3- 0 z 1 1 tField Controller . F Fairways 1,2 Station 1- 10 Sprinklers ' 2-12 Sprinklers 3-10 Sprinklers ' 4-11 Sprinklers 6 '7 8 Timers Only '0 II Field Controller 8 Fairways 3,4 Station I Timers 2 Only 3-10 Sprinklers 4-11 Sprinklers 5-12 Sprinklers 6-12 Sprinklers 7 8 Timers 9 Only 10 II Central Programmer Function- Turns on all field controllers simutoneously Field Controlle D Fairways 7,8,5 Station 2 1 Timers 3 Only 4 5 -12 Sprinklers 6-12 Sprinklers 7-10 Sprinklers 8-12 Sprinklers 9 ]Timers 10 Only II Field Controller C Fairways 4,5,6 Station 2 3 Timers 4 Only 6 7 8-12 Sprinklers 9-12 Sprinklers 10-IOSprinklers II Timer Only IFIG. 2 Control System Schematic Field Controllei E* Greens 4,5,6,7,8 Tees 5,6,7,8,9 Station 2 3 4 Timers 5 On ly 6 8 9-10 Sprinklers 10-IOSprinklers II-10Sprinklers NOTE: Sprinkler heads operated by controllers E and A operate simultaneously. This program will allow 5 minutes of watering time for each sprinkler. Un— Station 1-20 Minutes 2 3-5 Minutes 4-5 Minutes 5-5 Minutes 6-5 Minutes 7 8 9 10 II 0 Station 1-40 Minutes 2 3 4 5-5 Minutes 6-5 Minutes 7-5 Minutes 8-5 Minutes 9 10 I1 0 Station 1-60 Minutes 2 3 4 6 7 8-5 Minutes 9-5 Minutes 10-5 Minutes 11 FIG. 3 Example Program Efl Station 1-60 Minutes 2-15 Minutes 4 5 6 8 9-5 Minutes 10-5 Minutes II -5 Minutes NOTE: Sprinkler heads operated by controllers E and A operate simultaneously. -14- inulk off Field Controller A* Greens 1121319 Tees 1,2,3;4 Station 2 3 4 Timers 5 Only 6 7 8 9-8 Sprinklers 10-8 Sprinklers 11-8 Sprinklers Station 1- 60 Minutes 2-15 Minutes 3 4 5 6 8 9-5 Minutes 10-5Minutes 11- 5 Minutes . F 'Station- 1- 5 Minutes 2-5 Minutes ' 3-5 Minutes 4-5 Minutes 6 7 9 10 ' II Un— Station 1-20 Minutes 2 3-5 Minutes 4-5 Minutes 5-5 Minutes 6-5 Minutes 7 8 9 10 II 0 Station 1-40 Minutes 2 3 4 5-5 Minutes 6-5 Minutes 7-5 Minutes 8-5 Minutes 9 10 I1 0 Station 1-60 Minutes 2 3 4 6 7 8-5 Minutes 9-5 Minutes 10-5 Minutes 11 FIG. 3 Example Program Efl Station 1-60 Minutes 2-15 Minutes 4 5 6 8 9-5 Minutes 10-5 Minutes II -5 Minutes NOTE: Sprinkler heads operated by controllers E and A operate simultaneously. -14- inulk off Field Controller A* Greens 1121319 Tees 1,2,3;4 Station 2 3 4 Timers 5 Only 6 7 8 9-8 Sprinklers 10-8 Sprinklers 11-8 Sprinklers Station 1- 60 Minutes 2-15 Minutes 3 4 5 6 8 9-5 Minutes 10-5Minutes 11- 5 Minutes 1 1 drained at each break in the wire's protective covering, which can. result in an excessive current flow through the circuit, tripping the circuit breaker in the field controller and causing an interrup- tion of the current to the valve solenoids. If the damage to the wire is not sufficient to trip the circuit breaker it may nevertheless prevent sufficient current from reaching the valves beyond the break. Thus, all sprinklers on this circuit beyond the damaged area will not water because the valves failed to receive the signal to open. tThe control wires are commonly buried in the same trench with the irrigation pipes. Therefore, care must be taken whenever ' excavation and repair of the irrigation pipes is undertaken that the control wires are not damaged. Valves 1 1 1 All of the valves used on the Cherry Lane Golf Course are a diaphragm type valve. These valves operate on the principal of. pressure differential between two sides of a rubber membrane. These valves come in two types, plastic and brass, brass being the more desirable. This type valve is used almost exclusively on modern golf course irrigation systems because of its adaptability to automatic operation and because the design helps prevent damage to the piping. Of the functioning components in these valves, the items most susceptible to problems are the small orifices which allow pressure transfer between the two sides of the rubber membrane. These orifices are vulnerable to clogging by particles of grit, sand, or organic matter and need to be cleaned when conditions require. When such a valve becomes dirty and the orifices plug the valve will continue to open upon command but instead of closing at the end of the watering time, will remain fully open or will close partially and continue to -15- 1 11 bubble. Most of these valves will work for a long period of time with minimal maintenance unless a break in the pipes occurs and the irrigation system is.contaminated with dirt. If the valves remain open after they should have closed, more heads will be operating than for which the irrigation system is designed, consequently lowering the pressure and the throw distance of each of the heads. The irrigation system should be checked periodically to see that all valves are closing quickly and completely. In order to clean the valves it is necessary to remove the solenoid and remove four bolts and the cover from the valve. The cleaning operation takes between one --half hour and an hour per valve. Sprinkler Heads The sprinkler heads provided on the Cherry Lane Golf Course are brass pop-up type impact sprinklers with a brass cover. The fairway sprinklers come with a 13/32 inch standard nozzle and the length of the throw from these sprinklers can be adjusted easily by installing a nozzle with a larger or smaller opening. Each nozzle has a "stream straightener" which decreases the turbulance of the water coming through the nozzle and increases the throw distance of each head. These stream straighteners are a standard item on such sprinkler heads. In order for these heads to properly function they must be reasonably plumb, set at the proper height relative to the turf and the nozzle must be clean. The stream straighteners in the nozzles tend to trap particles behind the nozzle and decrease the sprinkler coverage. Occasional maintenance to remove the nozzle and clean the stream straightener is required. IWO12 ' The sprinkler heads designed for the system are of two types. These irrigation heads can be damaged by impact from a mower or maintenance equipment which can bend the shaft of the sprinkler preventing them from properly rising or retracting, can break off the covers or can break the connection between the head and the ' pipe. All of these conditions have been observed on the Cherry Lane Golf Course. The sprinkler heads are rated by the distance which the heads ' will throw relative to the pressure and gallonage for which they are designed. The manufacturer recommends 70% of the diameter of throw as a maximum triangular spacing between heads. The fairway sprinklers ' on the Cherry Lane Golf Course system were designed for a head pressure of 80 psi and 50 gallons per minute. Based on the manufac- turer's recommendations the maximum triangular spacing between heads would be 120 feet. 1 1 1 1 The fairway heads are designed for 50 gallons per minute per head and the system is designed such that a maximum of 12 heads would be operating at any given time. The greens and tees have 30 gallon per ' minute heads and a maximum of 20 such heads.would be operating at one time. These irrigation heads can be damaged by impact from a mower or maintenance equipment which can bend the shaft of the sprinkler preventing them from properly rising or retracting, can break off the covers or can break the connection between the head and the ' pipe. All of these conditions have been observed on the Cherry Lane Golf Course. The sprinkler heads are rated by the distance which the heads ' will throw relative to the pressure and gallonage for which they are designed. The manufacturer recommends 70% of the diameter of throw as a maximum triangular spacing between heads. The fairway sprinklers ' on the Cherry Lane Golf Course system were designed for a head pressure of 80 psi and 50 gallons per minute. Based on the manufac- turer's recommendations the maximum triangular spacing between heads would be 120 feet. 1 1 1 1 IINVESTIGATION During the summer of 1979 the golf course was visited by Mr. William Aliment and Mr. Bob Baldock both of whom made comments ' regarding the maintenance of the golf course. These comments may be found in their letters which are included in the appendix of this ' report. Because the irrigation system was not totally operational at ' the beginning of this investigation, it was not possible to positively identify the specific reasons for the problems with the irrigation. For this reason, much work was done at the expense of the developer to make the system operational and demonstrate the system to the ' City of Meridian. During this work, the cause of problems was noted as they were encountered. 1 11 1 During late September and early October of 1979 Mr. Bob Baldock moved several sprinkler heads which were too close to the edges of the fairways. In addition, while he was here he discussed the malfunctioning central programmer with the greens keeper and fixed several heads on the golf course which had been broken off during the preceeding.months. Mr. Baldock requested that Ray Conner come to Meridian and.more thoroughly check out the electrical system. On October 21 and 22 of 1979 Mr. Ray Conner came to Meridian to find the problems in the electrical system on the golf course. During the time he was in Meridian he did find and fix a short on No. 9 fairway, fixed a major leak in No. 2 tee which had been there for approximately six weeks, raised and lowered several heads on the golf course, fixed a quick coupler on No. 3 fairway, fixed.approxi- mately ten feet of broken pipe on No. 4 tee, and moved a sprinkler head on No. 6 fairway near the tee. -18- 1 1 Because of the large amount of work necessary to make the irrigation system operational, it was simply not possible for Mr. Conner to remain long enough to complete all of the necessary items. In order to determine the cause of the problems and put the system in working order such that it could be demonstrated, Leavitt NuPacific hired John Boehm, the superintendent at Eagle Hills Golf Course to repair the system as necessary. Since no representative of Cherry Lane Recreation, Inc., was available who knew what was working and what was not, it was necessary to discover the nature of the problems by trial and error. The problems which Mr. Boehm discovered included: I1. No sprinklers were operating on No. 5 fairway; ' 2. No sprinklers were operating on No. 6 fairway; ' 3. No sprinklers were operating on No. 9 fairway; ' 4. one fourth of the sprinklers on No. 7 fairway were not operating; 5. One fourth of the sprinklers on No. 8 fairway were not operating; 1 6. The sprinklers on No. 4 tee were not operating; 1 7. Numerous sprinklers on the remaining fairways were operat- ing continuously and would not close automatically; and 8. The sprinklers which were operating were not getting adequate coverage. -19- ' In investigating the cause of these eight problems, Mr. Boehm located and corrected the following causes: 1 1. Ten splices made by Cherry Lane Recreation, Inc., during the freeze break repairs had to be replaced; ' 2. Nine waterproof seals on wire connections made by Bob Baldock located in areas where Cherry Lane Recreation, Inc., had made freeze break repairs had to be respliced; 1 3. Seventy feet of pipe which had broken during the winter of ' 1978--79 had to be replaced; ' 4. Two compression couplings installed as part of the freeze repair were leaking and had to be dug up and tightened; 1 freeze break 5. Two glued pipe joints made during the repair had to be dug up and replaced; 1 6. The cap which was installed during the -freeze break ' repairs on the main pipe that fed the driving range was leaking severely and had to be repaired; ' 7. Three valves which had been buried and lost during the freeze repairs were located and uncovered; 8. The common wire in Field Controller "C" was reconnected; 1 .9. One sprinkler head reinstalled during the freeze repair ' had broken at the nipple and had to be repaired; and ' 10. One malfunctioning valve solenoid was replaced. ' The location of each of these repairs is shown by number on Figure 4. ' -20- 1 ;,. 1•'-r'r` i�"1•ii.• r ;•;�j.� .. - cif ,i�G ii' �Yy,t.i; - - ;,a:• '� 'fi` iGti r: :'... . N� i•t: ^, ;,1i; .:',I ,... ---- ;}.>- 1r ;`�i:;' r. Y - ;�a �'vaa •a• `r..a: 'i�kP:-.µ 3!r.•.. 'i� �, k'•r�' - vf:i' � 1 f i [ �'='�' - ••��d �:+F�- ;� `f ,:{�� ti,�.. '��?' �' yam.;' ,j: ,,:.''_��I r=Y-:"� },•rte k, _ r. �'� ,t. �.i�./ :{' '�. ` � •._t`? �rr y.X,;,r:.{.•,�' `� - - .ati+ �.� �EY" � r 'irk• � ; f•�Oj.>:w:•.� _.��: 7 I _ •4:� �..�:. m:��y - _ } �i � f2 �:. 41�`4i` . �:. Ott,` ',:.:. ��''�• ';i `� '�f) '�h J�''1C` FXF Till :n •'.R.mp All - -�.: ry� �".:•,r"^:i"r', ��' - •���� � ''r' -r.".�'�^1:.c#+-��=.,-4'(C�' ;�:`'�' .. ,�� r-�,y,;r.�,�.W„'a��—��y_ �►.+',., x. �,f� `k��:.. „_+�., �=-s iti':i..�'i .."'r" ,;;` ^•q.•n.'' y}� `1,�-:��.' t.... �. rr*':1("'"- _. -3; -� � �,s •` '•t - - r:ti. -►� ,° ,�� i�� ^ �'` mss'' `�. ''_' ' ' - •;�r�,- - c. 'bt • µ,Vi:, �'..,,� "'�'' ,��,. " �`` -- _ ,msµ.: ra. � `r` �'��,r r �Y ti.� .q• �"=a:�.�:�;'-,-:: __ _ - _,..r• r.,yY'�,aTFt�'.��. .�`-�•-`�•� �_ '> >wt Q 'T.• �\W l�jl� `:','. ��'s� 1 � p •r.j/ __ •�.^�. Ai W -Mo �`i '{ ,- ,.•�p• lei 'fi', = radar`' .� � ar" .,r. .'� I:,n :�;a :.:ray ...'�yi•.• •_,":.•� :'� tS r. 5.�� is �' �N— _��'4.�/^' .• y •�I.^ t�5. :s:l - :ck:'; ��"- v�"ti�.t :rY.� •�r: �,i A'�i'� t 'tai ,. ,. All•� Yom•. _ - M'�`I' - .3..q,; , � `° ,`p•';4ip�. � - .` .:.rte. «'� `,h...'��_ - _ �',��� `.(�:� I !� �c ..... .qty-+�_'• ,�; .:- " }` - - 'fJ . _ _ Wit•. - _ . :.��.. _ _ .'•�" '_::�_ � v!ff"- -- -f �i... � "���� ;.a"� ,S`y J 2••ay-�+t,��. x.c'-::.:� `. -_ y:,� �=.r::.:�,:,i��• _-:"�,jiF�'�D • .rya yp� f _ {_ :rah{ � r'� '�: ^r.:-�•- �— ;`,^'f -'�:� � +''�"'� �� .,�:•- �"tH � ; :.{: i... 1 IANALYSIS ' During August and September of 1979 Mr. Dick Ragsdale and Mr. Marvin'Orgill visited Meridian in an attempt to arrive at a ' reason for the problems on the golf course. Although J -U -B ENGINEERS, Inc., was not invited to accompany these gentlemen, we ' have spoken with Mr. Ragsdale at some length and have reviewed Mr. Orgill's letter. ' Mr. Ragsdale indicated that the control system was not wired in the normal manner for this type of system. He did not, in ' fact, understand how the control system functioned until we explained it to him in some detail on November 27, 1979. At this time he indicated that the system would certainly work as it was wired but that in his opinion it was somewhat less convenient to use than the standard method. He did agree with us, however, that there would be considerably less wire needed for the system by Mr. Baldock's method. Although some slight increase in effort ' may be needed to adjust the program, the fewer number of wires in the ground certainly would decrease the maintenance efforts any ' time a problem occured in the underground wiring. ' Mr. Ragsdale's other comments regarding the'golf course related to the lack of swing joints on the irrigation heads, the ' nature of the underground wire splices, the lack of primer on the glued pipe joints and his opinion that it was not possible to water the golf course without hitting homes with the spray from ' the sprinklers. He did, however, indicate that any failure in the pipe joints due to a lack of primer would almost certainly become ' apparent immediately after the system was pressurized and that future failures because of the lack of this primer were probably not a consideration. Where the irrigation heads have been properly adjusted the golf course is presently being adequately watered to the edges of the course without hitting the adjacent homes. 1 -22- 1 fl 1 1 In order to place Mr. Orgill's letter in proper perspective it is necessary to discuss each point in his letter individually. His letter reflectsmany inaccuracies and mis-statements and shows a lack of basic understanding of how the system works and the nature and cause of the problems. As malfunctions Mr. Orgill lists the underlined items followed by our analysis of each of his comments. A copy of Mr. Orgill's letter is in the appendix to this report. 1. Field controllers do not work on automatic from the master controller. The master controller is presently not operating because of an equipment malfunction or damage to the central programmer. 2. Field controllers do riot turn on pumps. With the exception of the field controller immediately adjacent to the pump station, the field controllers were not intended to turn on the pumps. The pumps are either activated by a manual switch at the pump station or by the central programmer. 3. Sprinkler valve connected to more than one station. In all cases where a sprinkler valve was coming on with more than one station the wiring was checked at the valve and at the field controller and was properly wired. The cause of this malfunction must be a short or cross connection in the underground control wires. 4. Numerous sprinkler heads are causing flooding and dry areas. 5. Sprinklers do not come on full pressure. items 4 and 5 are the result of clogged valves and clogged nozzles resulting from a lack of maintenance. -23- 1 1 1 n As design or installation deficiencies, Mr. Orgill lists the following; again, our analysis of each is included. 1. Lack of constant pressure in irrigation pipes causin damage. This statement that pressure surges are causing damage to the piping is innacurate and indicates a lack of understanding of the system design. 2: Pressure release pipe is causing sand to close pump intakes. Although some sand has been deposited around the screen, the intake has not been closed. This situation could be very quickly and easily remedied by the maintenance personnel. 3. Valve covers are damaged and not adequate. All valve covers were in place in the spring of 1979. Many have been lost and broken since then. All valves were acces- sible through the valve risers. .4. Sprinkler heads are spraying on homes. This situation requires some adjustment of the location of the heads and has been largely remedied. 5. PVC pipe crosses over irrigation ditch. This situation will be remedied by the developer. 6. Swing joints were not installed. Swing joints were not required by the plans and specifications of the golf course design. 7. Too many valves per station. The number of valves per ' station is correct for the system design. The reason more heads were running at any given time than the ' irrigation system could handle was because of valves which were sticking open because of poor maintenance. 1 --24- C 1 �J 1 1 f] 1 8. Control does not allow for variation of water require- ments. This statement is totally false. The irrigation system can be adjusted from two and one-half minutes to thirty minutes per station and can water the golf course automatically up to three times daily for one- half hour per station. 9. Soil on mounds is not adequate for turf. The mounds were built with soil obtained from the lake excavation and were covered with a layer of topsoil. Some.of this topsoil was washed away during the initial watering of the golf course but with proper watering, fertilization and sufficient time the grass will be adequate on the mounds. The general consensus of those who investigated the adequacy of the irrigation system was that although a better and more expensive system could have been built, the existing system is relatively simple, straight forward and adequate. It is quite capable of watering the golf course with a normal amount of maintenance. Better splices,. swing joints and irrigation heads around the peri- meter of the golf course could have been incorporated into the construction. However, these items were not required by the Spe- cifications and were not related to the problems which have occurred during the past summer. We have found no evidence that these items are less than adequate. The golf course was built in accordance with the specifications and plans approved by the City of Meridian with the exception of the wire splices. Splices which were used in the golf course, although they were not in compliance with the specifications, have been used previously by Mr. Baldock with satisfactory results. The only problem encountered at splices made by Mr. Baldock were where -25- ' the waterproof seal on these splices was broken. This damage was discovered exclusively in areas where the wires were dug up during freeze break repairs. 1 1 1 1 --26- 1 1.1 1 1 1 CONCLUSIONS AND RECOMMENDATIONS Conclusions Based on the observation of J -U -B personnel who were on site and the recommendations and comments made by Bob Baldock, Ray Conner, John Boehm and Bill Aliment, the following conclusions can be made: 1. The inadequate coverage of the sprinklers on the Cherry Lane Golf.Course are caused by a combination of the following maintenance related problems: • Clogged Heads. Many of the sprinkler heads on the golf course are clogged and are not spraying properly. • Inoperable Heads. There were several areas where the heads were totally inoperable. • Pressure Loss. There were numerous leaks on the golf course which lowered the pressure in the irrigation system below that needed to obtain optimum coverage. Many of these leaks were in existance for in excess of eight months with no remedy by the golf course lessee. • Malfunctioning Valves. Many valves on the golf course are not closing tight causing a bubbling of water from the head during the entire period that the pumps are operating. Other valves remain fully open after they should have closed which causes 20 or more fairway heads to be functioning at any given time instead of the 12 for which the system is designed. -27- 1 1 u 1 u 1 1 1 This situation causes a massive decrease in pressure and coverage from all heads which are operating at that time. It also causes flooding in those areas where the heads remain open. 2. Wet Areas. All of the areas on the golf course where standing water has been a problem were either directly caused or significantly aggravated by broken pipes or by sprinkler heads which were remaining on as a result of stuck valves. 3. Electrical Problems. The central programmer on the control system is not functioning properly either because of an original equipment malfunction or because of mis- handling since its installation. All other problems found in the control system with the exception of the loose connection in the "C" field controller were the result of splices broken or improperly made during the freeze break repair. 4. Grounds Maintenance. The general consensus of those experts who viewed the Cherry Lane Golf Course was that by late summer of 1979 the course was in fairly good shape for a first year golf course. All agreed that the course needed some fertilization, especially on the mounds, the tees and the green bunkers. The greens are apparently being improperly mowed and in addition may have some insect infestation. The trenches on the golf course have never been repaired from the freeze break repairs in the spring of this year. These areas are still scarred and some work needs to be done to prepare these areas for seed bed. Many of the trees on the golf course have died and have never been.replaced. The greens and tees have not been properly top dressed -28- 1 ' and the tee markers should have been moved more often. 1 -29-- The low areas should be top dressed if necessary, to ' eliminate remaining wet areas. ' 5. Irrigation System Maintenance. This item more than any other has contributed to the problems on the Cherry Lane Golf Course during the past summer. The maintenance on ' the valves and the heads has been inadequate during the entire irrigation season. The poor maintenance of these two items has been the cause of the inadequate coverage of the irrigation system. The electrical system should have ' been taken care of as the problems arose rather than allowing the problems to accumulate. Some of the pipe ' leaks which occurred during the freeze break in the winter of 1978-79 have never been repaired. Some of the repairs that were made are inadequate. The pipes in the practice ' tee and the driving range were never repaired causing both ' the practice tee and driving range to die. The pipe to 4 No. tee was never repaired and was watered with a port- able sprinkler during the entire irrigation season. The maintenance people for Cherry Lane Recreation, Inc. apparently did not understand how to adjust the programs for the varying water needs during the changing seasons. 6. General Conclusions. In general terms the maintenance of the irrigation system has been totally inadequate. The maintenance of the grounds had been deficient in general cleanup and in the detail work such as filling in the ' freeze repair trenches, cutting the grass around the trees, replacing the dead trees, fertilization, etc. The ' dry areas, overly wet areas and electrical problems have been almost totally the result of improper or inadequate ' repair or maintenance of the irrigation system. 1 -29-- I The problems on the golf course did not appear immediately after the freeze break repair, but became apparent as a gradual deterioration of the irrigation system. We firmly anticipate that all of the problems have not yet surfaced. Additional clogging of the valves and heads will occur as the result of contamination during the frozen pipe repair. Any other splices where the waterproof seal has been broken will deteriorate further and eventually cause electrical failures. Recommendations We would recommend that Leavitt NuPacific remedy the following I items: • Seal Lake. The lake on the golf course was excavated into quite porous material. It was anticipated that during the past summer this lake would seal itself by the accumula- tion of sediment and organic material. The.lake should therefore be sealed in order to reduce the seepage of water from the lake to an acceptable amount. • Pipes Over Ditches. Exposed irrigation pipes are hanging over ditches on No. 6 fairway and on No. 2 fairway near the tee and near the driving range. These pipes should be lowered at the developer's expense. At the time the ditch was dug across No. 2 fairway Rich Stanwood told the contractor not to lower the pipes that he would do it. Otherwise these pipes would have been lowered last winter. The pipe on No. 6 fairway was repaired once and has since broken again. • The Central Programmer. The clocks on the central pro- grammer are not functioning properly. The central pro- grammer should be repaired or replaced. --30- ' • Temporary Pond Overflow. During the past summer the ' The following problems should be corrected by the golf course lessee. ' • Putting Green. During the broken pipe episode of 1978-79 ' the pipe leading to the putting green was broken and has not been repaired. The putting green has since completely died and should be repaired and replanted by the lessee. 1 1 -31- overflow from the lake has been going back into the ' Eightmile Lateral. The irrigation district has requested that we do not overflow the lake into the lateral during ' the coming summer. For this reason a temporary overflow ditch should be constructed from the pond to the drainage ' ditch East of the golf course lake. A permanent overflow is planned but cannot be constructed at this time. The location of the permanent overflow pipe will be between ' lots which will not be located for some time. ' • Control Wires in Lot 49, Block 5. One set of control wires to the irrigation system was inadvertantly buried ' through the back yard of Lot 49, Block 5. Although these wires will probably not cause a problem either to the golf ' course or the home owner, these wires could easily be this lot to routed around avoid any potential problems. ' • Intake Screen. An upgrading of the screen on the intake to the irrigation pumps would be a distinct asset in ' decreasing the maintenance necessary on the intake. ' • Additional Sprinkler Heads. Two additional sprinkler heads, one adjacent to Lot 49, Block 5 and one behind the No. 8 green would improve the coverage of areas adjacent to homes bordering the golf course. ' The following problems should be corrected by the golf course lessee. ' • Putting Green. During the broken pipe episode of 1978-79 ' the pipe leading to the putting green was broken and has not been repaired. The putting green has since completely died and should be repaired and replanted by the lessee. 1 1 -31- 1 ' • Driving Range. During the same broken pipe episode the pipe to the driving range sprinkler system was also broken ' and never repaired. The driving range has consequently died and should be repaired and replanted by the lessee. ' • Replace Caps on Valve Risers. Last winter caps were ' supplied for each of the valve risers on the golf course. During the past summer many of these valve riser covers have been broken or lost and should be replaced by the ' golf course lessee to prevent the valve risers from filling with dirt and water. ' Trees. The golf course has indicated several times • Dead r ' over the past five months that the trees that died last summer would be replaced. To date this has not yet trans- pired and should be taken care of by the golf course ' lessee. ' • Trench Repair. During the broken pipe ep.isode last winter much of the pipe was dug up and replaced but the ' trenches were never leveled or reseeded. This has caused a very unsightly situation on the golf course during the ' entire summer. These trench repair locations should be properly repaired and seeded. ' • Fertilization Program. The golf course should be placed on a manufacturer's approved fertilization program such as ' that provided by Scotts Fertilizer Company. ' • Clean Valves and Heads. The clogging of the valves and sprinkler nozzles has been the major cause of the problems ' with coverage and the wet areas on the golf course during the past summer. The golf course lessee should clean all malfunctioning valves irrigation season. and heads prior to the upcoming 1 -32- I . . 1 1 1 1 1 1 1 1 1 1 • Fix Leaks. The lessee should locate and repair any leaks which may remain in the piping system. 0 Electrical Problems. The only known remaining electrical problem is an apparent short which causes two valves controlled by the "F" Field Controller to come on twice. All of the evidence indicates an underground splice prob- lem caused during the freeze break repair. This item should be repaired by the golf course lessee. In addition to the above items, the No. 3 fairway was con- structed approximately 40 feet South of its proper.location. This item will be taken care of by J -U -B ENGINEERS, Inc., and Bob Baldock. -33- 1 1 1 APPENDIX -34- Sale rep 11ea Chat tney wiII ;orrespono with the Attorney orrice. ,�,''� Williams inquired if teere was a Homeowners Association in the development. 1• ip 9i,li•Pa I,II qG ) Pln it iu n► ! 1•Rlll !lj !lipnl"ll!j II.; Ina r1w, 11pil II! 1.42 wrrlllrl 1 , �� '• : q� fl)p 1 1 1 1 11 1 1 1 1 n I t r{, a Homeowners Association. ` Williams stated that it had been discussed earlier that the park would be deeded oven to 'a Homeowners Association, not the City. This should be clarified. {� ''Wright stated that they are fiexible on, who to deed it to. The Motion was made by Grant Kingsford and seconded by Joseph Glaisyer that =_ Sunnybrook Farm.#2 be approved: Motion passed c Williams, yea; Glaisyer, yea; Kingsford, yea. agenda'.- 48. Leavitt-lVuPacific (Golf Course) ,'fir4 : :`..;:,,:•Wally Lovan supplied a list of agreement from recommendations from the Golf Course ='` ",_ Committee. He stated that. -he would like them for the record, as follows. Course Comitiittee• recommends and NuPacific Company, Inc. ._arr.ived ,at—the .�� fol'iuwing agreement: NuPacific Company, Inc. Acknowledges the following corrections are needed and will provide as follows: ''` 1`. Water well will be fully installed and ready to service the Golf Course. 2. Gravel .parking for the Club House 3.- Cement ditch in Fairway Will be torn out and removed completely. 4. -The electrical system will be completely checked out and automatic Sprinkler. system shall be .in full working order. ;;;5...Additional Land shall,be provided for storage of equipment. .6: A building over pumps and electrical shall be provided. 7. ° Two bridges over #5 Fairway shall be built. .'_'' 8. Ramp curbs to be installed across street for equipment crossing #8-09,#10411 9 Repair of 6" waterline across ditch on Fairway #5 shall be completed. `y ''I .:Wright stated that something it trying to be worked out, but cannot commit ' Mr: --Leavitt at this time. The attractiveness of temporary shelters was discussed. Storey stated that in the future there should be cart storage and inquired who would -build .them: Wright replied they would donate the land and it is up to the Corporation to construct them.. .They should be away from homes and the street. y het,. -Lovan Stated that they would like ten (10) spaces before next year. tiE } Storey inquired if they could supply the land for ten (10) stalls. ::- Wright did not think there would be a problem. They will cover the pumps and fence ■ the electrical panels. Lovan stated that he was afraid they would lose the pumps. r ' Storey stated that Mr. Leavitt stated the pumps would be taken care of. Wright discussed the pump problems. He reco�.mended a waiting peri,od .Ind see the-_- attitude. Wright stated that they would consult with a pump expert t11determine the status. f - 1 t. 7. r_Mi r`fdrfan. Cite YHall•October 2, 1978 (Cy;jt",dLeavI... 7NUPacific (Golf Course) i"here• vras, general discussion on the condition of the Course. Store' •wanted to know from Mr. •Lovan if. the wanted the nine items taken care of `b fore the City signs an agreement to take over the Course, ;r:;• (.ovan stated that if Mr. Leavitt; agrees to do these things they are �'�_,:; satisfied. xtT?.f Wr�ghf,stated on'behalf of Mr. Leavitt that they are in agreeement with the items the pumps and that they: will bring in a pump expert and do what he recommends. Mayor Storey rend a letter from Nig-Pnr.ific clnnntinri r5.nG0 for the nlantinq at Course (see evidence -with these minutes es) :The' Mayor inquire d if the Council i s ready to accept the deed to the Golf Course. stated that he did not 'think there was any unresolvable problems. !;: 1 r L 1 1 1 1 CHERRY LANE GOLF COURSE MERIDIAN, IDAHO CONSTRUCTION SPECIFICATIONS PREPARED BY BOB BALDOCK & SON GOLF COURSE ARCHITECTS 3001 RED H ILL AVE. BLDG. 6 -SUITE 215 COSTA MESA, CALIF. 1, 1 r L 1 1 1 1 CHERRY LANE GOLF COURSE MERIDIAN, IDAHO CONSTRUCTION SPECIFICATIONS PREPARED BY BOB BALDOCK & SON GOLF COURSE ARCHITECTS 3001 RED H ILL AVE. BLDG. 6 -SUITE 215 COSTA MESA, CALIF. 1 r � 1 1 CONTENTS PAGE SECTION 1. GENERAL 1 SECTION 2. GRADING AND SEEDING 1 SECTION 3. IRRIGATION SYSTEM 3 SECTION 4. MAINTENANCE 5 SECTION 5. INSPECTIONS 5 r SECTION 1. GENERAL 1.1 WORK INCLUDED: ' a . Staking out greens, tees, and fairways. b. Construction of tees, greens, fairways, sand traps, mounds, and new lake. ' c. Installation of complete electric, automatic irrigation system including pumps. d. Grassing of tees, greens, and fairways. ' 1.2 a. The golf course architects shall stake out the entire course and mark the tees, greens, and center linesof the fairways ' prior to start of construction. b. The architects or their construction superintendent shall personally supervise the grading of all tees, greens, fairways, ' sand traps, mounds, and the lake. c. Topsoil shall be removed and stock piled; the,grading completed and the topsoil replaced over the banks and mounds. d. Before starting the installation of the automatic irrigation system, the owners will inspect each golf hole, tee, green, and fairway and give it their approval. The installation of the irrigation system will start after the first five (5) holes are graded and approved. ' '1 SECTION 2. GRADING AND SEEDING The tees, greens, fairways, sand traps and mounds shall be built according to the individual drawings. However, the golf course architects reserve the right to alter and reshape the tees, greens, fairways, sand traps, and mounds at their discretion to suit field ' conditions or for the interest of the golf course. The cost that may arise from reshaping and re-grading shall be considered ' incidental to the cost of constructing the various tees, greens, mounds, sand traps, etc and . , no extra compensation shal I be paid to the contractor. ' a. The greens shall be built according to the individual drawings of each green detail, however, the golf course architects shall have further reservations. (See Section ' 2. GRADING). F 1-1 ' After the greens are graded and approved, topsoil shall be placed on the banks and approaches. 2" of 03 rock, or equal shall be placed on the putting green surface, followed by 10" of clean river bed sand. After the sand issha.ped to blend into the banks, '. mounds, and approaches, 200 pounds per 1000/sq. ft, of VITA - BARK, HUMUSITE or equal shall be spread and evenly worked into the sand. The putting surface shall next be contoured and shaped according ' to the green detail and the golf course architects. Next, 400 pounds of MILORGANITE per green shall be evenly applied to the greens before raking the final seed bed. The sub -surface drains shall be installed from the front of the greens to the low side of the fairway before seeding. ' dust before seeding the owners shall inspect the green and give . it their approval. ' The greens shall be seeded to PENCROSS BENT 1 pound,per 1000/sq. ft. The greens shall be raked after seeding and before watering. •+ The greens shall be kept moist at all times once watering starts. 1 The greens shall be mowed when the grass is '" to 3/4" tall. 1-1 ' After the greens are graded and approved, topsoil shall be placed on the banks and approaches. 2" of 03 rock, or equal shall be placed on the putting green surface, followed by 10" of clean river bed sand. After the sand issha.ped to blend into the banks, '. mounds, and approaches, 200 pounds per 1000/sq. ft, of VITA - BARK, HUMUSITE or equal shall be spread and evenly worked into the sand. The putting surface shall next be contoured and shaped according ' to the green detail and the golf course architects. Next, 400 pounds of MILORGANITE per green shall be evenly applied to the greens before raking the final seed bed. The sub -surface drains shall be installed from the front of the greens to the low side of the fairway before seeding. ' dust before seeding the owners shall inspect the green and give . it their approval. ' The greens shall be seeded to PENCROSS BENT 1 pound,per 1000/sq. ft. The greens shall be raked after seeding and before watering. •+ The greens shall be kept moist at all times once watering starts. The greens shall be mowed when the grass is '" to 3/4" tall. ' The mowers shall be set to2" to start. A The banks of the greens shall be seeded with the same mixture as the fairways and at the same time, and both shall be seeded before the green is watered. b. Tees shall be graded according to the master plan except for reservations of the architects to suit field conditions or for the interest of the golf course. They shall be 100' long or longer where needed. Their width shall be i approximately 50'. ' The teeing surface will be floated to a level smooth grade before applying 400 pounds per tee ofMILORGANITE and seeding to ' the same mix as the fairways. 1 ' The tees shall be kept moist at all times once watering starts. . ' Mowing shall start when the grass on Ike tees is 1" tall . The mowurs shall be set at 3/4" to start. c . Fairways shall be graded according to the plans and ' personal supervision of the golf course architects. The entire fairway will be graded so as to be mowable and playable. After each fairway is rough graded, it ' shall be gone over with a large steel float, enough times to give a smooth surface for the seed bed. After the irrigation system is installed, each fairway shall ' be disced thoroughly to a depth of 6" . After the irrigation system is installed and ditches are settled, each fairway shall be floated smooth, cultipaked; fertilized at the rate of 300 pounds per acre with 10-10-5 pellet form fertilizers; and seeded with a mixture of 1/3 Kentucky Blue, 1/3 Merion Blue and 1/3 Manhattan Rye bent at the rate of 200 pounds per acre . d. Sand traps shall be graded and contoured according to 1 the plans and under the supervision of the golf course architects and their construction superintendent. Sand for the traps shall be clean sand, 20 to 30 mesh'and 1� light in color_ Sand shall be spread evenly in the traps to a minimum depth of 4", SECTION 3. IRRIGATION SYSTEM ' a. The system shall be full automatic electric with central control. ' b, It shall be capable of watering all the tees, greens, and fairways each night, if desired, The scope of work includes all labor, materials, and equipment to complete the sprinkler system as shown in the "Sprinkler Plan". ' All work called for in the drawings shall be furnished and installed, whether or not specifically mentioned in the specifications. 1 1 4 1 1 b. All plastic pipe shall be PVC 160 PSI, free from all defects and shall carry the U.S ,A, manufacturers name, as well as ' the type and size of material . It shall also carry the Lot Number, schedule of type and NSF seal of approval. c. Fittings shall be SLOAN or equal. ` d, Gate valves shall be 150 PSI . e. Quick coupling valves shall be Royal Coach No, 25,000. ' f, Automatic controllers shall be Royal Coach. g. Central controllershall be Royal Coach, { h, Pop up rotary sprinklers shall be Royal Coach 10,800 and 10,100. Automatic electric control valves shall be Royal Coach 20,002 and 20,003. Wire shall be direct burial . OF Type -UL approved, ' 12 & 14 gauge. k. Pumps shall be BERKELEY or equal, 300 GPM at 100 PSI . I , The plastic pipe and fittings shall be installed in a professional manner, by experts, to insure a leak free and trouble free system . m. Concrete thrust blocks shall be installed as recommended by the pipe manufacturer, and as directed by the golf j course architects. n. Quick coupling valves shall be installed where indicated on the plan. 0. Risers shall be galvanized. -j - p. Automatic controllers and the central controller shall be as indicated on the plan. q. Remote control valves shall have a minimum of b" of cover and shall be installed in a plumb position. r. Control wires shall be installed in the trench at a minimum depth of 14" and connected with Scotch -cast Epoxy connectors. I' The wires shall be covered with 2 layers of polyethylene plastic tape, wrapped tightly to insure a complete waterproof joint. S. Control wires shall be bundled and taped with rubber or fiberglass tape at 15' intervals for the entire length of the wire runs. t. Sprinkler heads shall be installed in a plumb position at intervals - not to exceed the maximum spacing indicated on the drawings. 1 1 F a. The contractor shall maintain all grass areas, included in the ' ,a 5 1 a good cover of grass shall be re -seeded, 1 u. The contractor shall be responsible for adequate coverage of the planted areas as designated on the drawings He shall provide nozzles of adequate "throw" to accomplish this and shall alter any nozzles that are inadequate in their coverage, V. Depth of ditches: Main I ines, 18" . .. lateral lines, 14" , W. Pop off valve shall be furnished at pumps with surplus water piped back into the lake. ' X. Drinking fountains and lines furnished as shown on plan. Y. Guarantee: ' The entire system, including all work done under this contract, shall be guaranteed against all defects and faults of material and workmanship, and shall be maintained for sixty (60) days '• in good working order, from date of seeding without expense to the owners. SECTION 4. MAINTENANCE F a. The contractor shall maintain all grass areas, included in the ' contract, from time of seeding for sixty (60) days. b. After the grass has germinated, any areas that do not show a good cover of grass shall be re -seeded, ' + C. In addition to fertilizing the course before seeding, the entire course shall be fertilized two (2) weeks after seeding and again in approximately 10 days. d. The fairways shall be first cut when the grass averages approximately 2" in height. The height of the first cut shall be SECTION 5. INSPECTIONS In addition to the periodicp c inspections of tees, greens, fairways, irrigation system, etc., the final inspection of the course will be sixty (60) days after seeding. This inspection, plus compliance with the plans, specifications, and the construction contract, is the basis for approval and acceptance of this job and thereby ' relieves the contractor of additional maintenance. F 1 1 IC w: 4381 N. Brawley Avenue Fresno, California 93711 (209) 442-0330 Electric Turf Valves Remote Control Features ® Horizontal or Vertical Installation © Internal Parts Removable for Service 13 Manual Flow Control and Shut Off ® Nylon Reinforced 600 PSI Diaphragm 13 Normally Closed, Fail Safe 13 Slow Closing 0 Rated 200 PSI 13 2.0 Watt Solenoid 2 Maximum Operating Temperature 200°F. Q! 3/4" through 2" NPT, 5 to 200 GPM Flow IDimensicns Manual flow regulator is fully adjustable to maintain Height I steady sprinkler pressure where elevations vary. Water ' hammer is eliminated with slow opening and closing features. 4.65" Spring loaded plunger permits installation in a horizontal ' or vertical position. Epoxy encapsulated solenoid has 20001 water proof wires for direct burial. 4.93" Bronze diaphragm type valve using the normally closed, 3.25"' fail-safe, principle is actuated by a normally closed, ' stainless steel U frame solenoid, totally encapsulated 5.40" with 18/30 volt, 50 or 60 hertz, 2.0 watt coil. ' Valve has a 1/4" MIPS brass bleed plug to open valve manually. Pressure guage can be inserted to check valve 20003 20004 pressure. IDimensicns .1 Model 20001 Model 20002 Model No.; Size I Height I Width I Length I '20000 3/4" 1 4.65" 2.38" 1 3.13" ( 20001 1" 4.93" 2.38" 1 3.25"' \ 2020_002 1 1/4"� 5.40" 2.75" �_ 3.88" 'L 20003 20004 11 1/2"1 2" 1 5.92" 1 6.60 " 1 3.44" i 4.90 " ! 4.48" 1 5.65 "41 .1 Model 20001 Model 20002 1 1 n 1 I . Features Flow control and shut off, stainless steel and bronze. Removeable seal nut to flush valve with valve under pressure. Manual operation bleed valve, need not remove plug.z Stainless diaphragm spring. Valve operates in any position. Large unrestricted flow passages for low flow loss. Direct burial. Water proof solenoid wires. Solenoid actuator, removeable without disturbing lines. Stainless steel/teflon seals. Stainless steel solenoid seat. Stainless steel control orifice, self flushing, no screens. Rubber/nylon lifetime diaphragm, stainless steel trim. Valve Pressure Loss Tabulation solid bronze body and bonnet. c Size Fasteners and hardware parts shall be standard industry sizes and operated, and actuated. Manual operation shall be threads. No special tools shall be required for full disassembly, rou- Flow, GPM provided, tine maintenance or flushing. Valve operating pressure range shall be: 10 PSIG to 150 PSIG. System Valve shall not incorporate small mesh screens. Diaphragm control pressure rating shall be: 200 PSIG. Operating temperature range shall be: +32--F. to +200�F. orifice shall be: self-cleaning, capable of being flushed and reassem- Model NPT 5 10 15 20 1 30 1 40 50 60 80 100' 1 120 1140 160 180 200 Valve shall operate in any position. Closing rate shall be adjustable for water hammer control. Pressure Loss, PSIG watt so;enoid. Solenoid coil to be removable from valve without dis- is turbing turbing valve seals or plumbing. Solenoid coil shall be solid epoxy �� •'- ' ' impregnated and shall be suitable for direct burial. Leads shall be: multi strand, PVC jacketed and of direct burial construction. flushing plunqtr shall be protective filtered from sand and self flushing from :;`� �. � t n T", •s (J j,�li��l ��t•f,t�?T »y� ��t11• w► li 1 ` 1 1LLi ll� ' gfrom fine silt. Valve shall have cast bronze body and bonnet. All functional inter- nal metal 20000 %1- 3.0 3.4 3.9 4,8 8.6 15.2 20001 1" 3.0 3.4 3.9 4.8 8.6 12.6 18.9 20002 1'/<" 3.3 3.8 4.6 5.6 7.3 9.4 12.0 18,0 20003 1 Y2" 2.1 2.6 2.8 3.0 3.6 4.0 7.5 11.0 16.0 21.2 20804 2" 1.4 1.5 1.6 1.8 2.7 2.9 3.9 5.5 7.5 10.0 12.0 15.5 NOTE: Valve size should be deterrnined by selection of approximately 5 to 8 PSIG pressure loss. Operation of valves in shaded area of chart may result in erratic operation. Specifications c II Submittal Sheet No. ETV -RC -10%1-75 Litho in U.S-A. The valves shall be Royal Coach globe style, normally closed, electric remote diaphragm Fasteners and hardware parts shall be standard industry sizes and operated, and actuated. Manual operation shall be threads. No special tools shall be required for full disassembly, rou- ' provided, tine maintenance or flushing. Valve operating pressure range shall be: 10 PSIG to 150 PSIG. System Valve shall not incorporate small mesh screens. Diaphragm control pressure rating shall be: 200 PSIG. Operating temperature range shall be: +32--F. to +200�F. orifice shall be: self-cleaning, capable of being flushed and reassem- bled with full water pressure applied and shall provide controlled ' Valve ports shall be: inch IPS, both ports shall be inline. Pressure closing rate. loss of the fully open valve shall be: P51•G at GPM. Diaphragm shall be: laminar fauna "N" rubber and sheet nylon con - Manual operation shall provide: fully adjustable pressure loss control, struction and shall not be pressurized when valve is closed. full shut off, and alluw attachment of pressure gua4es without special Valve shall have no external tubes, valves or filters. tools or disturbing of piping. ' Valve shall operate in any position. Closing rate shall be adjustable for water hammer control. Remote electric operation shall be: 18 to 30 volt, 50/60 hertz, 2.0 watt so;enoid. Solenoid coil to be removable from valve without dis- is turbing turbing valve seals or plumbing. Solenoid coil shall be solid epoxy �� •'- ' ' impregnated and shall be suitable for direct burial. Leads shall be: multi strand, PVC jacketed and of direct burial construction. flushing plunqtr shall be protective filtered from sand and self flushing from :;`� �. � t n T", •s (J j,�li��l ��t•f,t�?T »y� ��t11• w► li 1 ` 1 1LLi ll� ' gfrom fine silt. Valve shall have cast bronze body and bonnet. All functional inter- nal metal ,�}}��ll tl � 43S N. Brawley Avenue •Fresno, California 93711 parts, springs and solenoid tube shall be of stainless steel. (209) 442-0330 II Submittal Sheet No. ETV -RC -10%1-75 Litho in U.S-A. C�gbwr-.tip eF� ` r lr\� • ;,: � ��: � - res � logat Tvar4 �prinkters, Wr. ' 4381 N. Brawley Avenue Fresno, California 93711 (209) 442-0330 Rotary Pop -Up allow removal of entire internal ' assembly as a unit without dis- turbing case or plumbing. ' Single lid retainer nut allows Standard ring seals forte FU11r Part Circle o nut and riser. easy access to case or arc stops_ Inlet port threads machined in solid bronze case, allow easy Sprinklers assembly and protect threads V^' rs, .-. = + x" __ �' ""'< .-Rubber cover available. Stainless steel drive lever spring .: -. -, Solid cast bronze case, lid, _ ' and shaft. • _ r O." `. drive lever and head for long corrosion free life. Adjustable break up ' nozzle for distance and coverage control. - �`': ` s. i; : . . Cast bronze trip arms with stainless steel trim and shaft. C Fully sealed dirt resistant bear �" .r �.' Fully adjustable, stainless ' ing, lower bearing enclosed. steel arc stop rings. Model 10061 _ Adjustable Part Circle s Buna "N" elastomeric scraper ring for sand and mud conditions. All brass spindle, nut and .riser ^� assembly for corrosive water conditions. Stainless steel retract spring provides positive pop down. I Heavy wall case in high pressure area, resists all surging, may be used as wrench torque point at installation. 1 Three standard machine screws allow removal of entire internal ' assembly as a unit without dis- turbing case or plumbing. ' "0" Standard ring seals forte nut and riser. ' Inlet port threads machined in solid bronze case, allow easy assembly and protect threads from damage and leakage. Model 10061 _ Adjustable Part Circle s Buna "N" elastomeric scraper ring for sand and mud conditions. All brass spindle, nut and .riser ^� assembly for corrosive water conditions. Stainless steel retract spring provides positive pop down. I Heavy wall case in high pressure area, resists all surging, may be used as wrench torque point at installation. 1 10060 ' MODELS 10060 AND 10061 10061 3/4" FEMALE IPS Code -08 -09 -10 -11 -12 PSI Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle 1/81' 9/64" 5/32"' 11/64" 3/16" Pressure Dia. GPM Dia. GPM pia. GPM pia. GPM Dia. GPM 40 74' 3.00 78' 3.61 80' 4.40 80' 5.32 82' 6.27 45 76' 3.18 78' 3.82 80' 4.68 80' 5.65 82" 6.66 50 1 78' 3.36 1 80' 4.03 82' 4.95 82' 5.95 84' 7.03 1 *Standard nozzle size. 1 10070 MODELS 10070 AND 10071 10071 1" FEMALE IPS Code -12 -13 --14 -15 -16 -18 PSI Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle. Nozzle 3/16" 13'64" 7 32" 15-64" 1/4" 9/32" Pressure Dia. GP%1 Dia. GPM D a. GPM Dia, GPM Dia. GPM Dia. GP%l 40 84' 6.4 86' 7.690' 8.8 92' 10,1 94' 11.7 100' 15.0 50 88' 7.2 90' 8.5 94' 9.8 9G 11.2 98' 12.7 106' 15.8 EO 92' 7.8 94' 9.2 98' 10.7 98' 12.2 102' 13.7 114' 16.6 70 95' 9 5 197' 9 8 101' 11.3 102' t3.1 105' 15.0 120" 1 7.3 `Standard nozzle Size. C Specifications c Sprinkler shall be Royal Coach rotary impact driven, housing mounted, "pop-up" type with integral lid. Sprinkler shall be capable of watering ft. diameter, with a discharge rate of GPM, with PSI applied at base of unit. Sprinkler shall rise (pop-up) a minimum of inches upon application of water pressure. Models 10060 and 10061 pop-up 1 1/2", models 10070, 10071, 10080, 10100 and 10101 pop-up 2 1/4" and model 10110 pops -up 2 3/8". Water inlet connection shall be IPS threads. Models 10060 and 10061 have 3/4" IPS- Models 10070, 10071 and 10080 have I" IPS and models 10100 and 10101 have 1 1/4" IPS. Model 10110 has 1 1/2" IPS. Rotation shall be by the impact principle utilizing a one piece bronze arm and stainless steel drive spring powered by nozzle water flow. Sprinklershall incorporate one piece bronze housing, except model 10110 which has a one piece cast iron housing (bronze housing optional) with complete internal assembly removable as a module, from the top, without distrubing housing or turf. Internal assembly shall be sealed with standard "O" ring and stainless steel machine screws. Lid shall be cast bronze and shall be "free turning" to elimin- ate vandalism and damage from tractors and turf maintenance equipment. Rubber covers shall be available. Sprinkler, impact arm, head, trip arms and riser shall be bronze to resist acidic water corrosion. Models 10060, 10061, 10070 and 10071 shall be single nozzle sprinklers. Models 10080, 10100, 10101 and 10110 shall in- corporate two nozzles, opposed 180° except model 10101 which shall have over/under nozzles. All drive nozzles shall be equipped with break-up nozzles with spring loaded stainless steel adjustment pin to control throw and coverage of inner circle. Nozzles shall not require seals. Nozzles shall incorporate non - clog stream straighteners (vanes). Part circle sprinkler internal assemblies shall be interchangeable with full circle models in same housing, and shall incorporate stainless steel limit stops for positive degree of coverage ad- justable between 20 and 340 degrees. All springs, shafts, trip pins, trim hardware and fasteners shall be of stainless sleet. All hardware and fasteners shall be of commercial standard sizes and threads for easy replacement. No special tools shall be required for routine disassembly. Spindle seals shall be integral with riser, shall be spring load- ed and shall be fully dirt resistant, top and bottom. Seals shall be replaceable in the field without special tools. Internal assembly and riser shall incorporate an elastomeric scraper and heavy duty return spring for fast pop-up and positive retraction under dirty water conditions. Scraper shall be self -flushing. I 10080 MODEL 10080 10100 y 1" FEMALE IPS MODELS 10100 AND 10101 Code -12 -14 -16 -16 -20 -32 Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle 3/16" 7/32" 1/4" 9/32" 5/16" PSI x x x x x Nozzle 3/16" 3/16" 3/16" 3/16" 3/16 -- Pressure Dia. GPM Dia_ GPM Dia. GPM Dia. GPM Dia. GPM 40 95' 12.6 100' 14.8 105' 17.8 110' 20.7 115' 24.4 50 100' 14.0 105' 16.6 110' 19.5 115' 22.8 120' 26.3 60 105' 15.4 110' 18.2 115' 21.5 120' 25.1 125' 29.1 70 110' 16.8 115' 19.7 120' 23.2 125' 27.2 130' 31.5 *Standard nozzle size. 10101 1 1/4" FEMALE IPS Code -20 -22 -24 -26 -28 -32 Nozzle Nozzle Nozzle "Nozzle Nozzle Nozzle 5/1x6" 11X32" 3X8" 13X32„ 7/16" 1X2.. PSI Nozzle 7/32" 7/32" 7/32" 7/32" 7/32" 7/32" Pressure pia, GPM Dia. GPM Dia_ GPM Dia. GPM Dia. GPM Dia. GPM 60 140' 27.9 146' 32.5 152' 37.6 160' 43.5 168' 49.2 176' 61.8 70 144' 30.2 150' 35.1 157' 40.6 166' 46.4 174' 52.6 182' 66.4 80 149' 32.2 156' 37.5 163' 43.3 172' 49.6 180' 56.3 188' 71.0 90 153' 34.3 161' 39.8 169' 46.1 177' 52.5 186' 59.9 194' 75.2 *Standard nozzle size. MODEL 10110 c �- 1 1 /7" FFM AI F IPC Code 1 -24 -28 -32 -34 -36 -40 -44 -09 Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle -11 3.'8"' 7/16" 1/2" 17/32" 9/16" 5/8" 11/16" PSI x x x x x x x Nozzle 7/32" 7/32" 1/4" 1/4" 1/4" 1/4" 1/4" Pressure Dia. GPM Dia. GPM Dia. GPM Dia. GPM Dia. GPM Dia. GPM Dia. GPM 60 167' 41.6 178' 52.7 191' 70.3 197' 73.7 204' 85.0 213' 102.8 224' 121.7 70 173' 45.0 184' 57.0 197' 74.3 203' 78.8 210' 90.4 220' 109.2 232' 129.3 80 178' 47.9 190' 60.9 203' 79.4 209' 84.1 216' 96.5 227' 115-4 240' 136.6 90 183' 50.9 196' 64.7 211' 84.1 215' 89.2 223' 102.3 234' 121-8 248' 144.6 100 188' 54.1 201' 67.9 218' 88,3,221- 94.0,229' 106.5 240' 128.7 256' 153.4 *Standard nozzle size. Glossary Code No. Description Code No. Description -08 1/8" Nozzle -20 5/16" Nozzle -09 9/64" Nozzle -22 11/32" Nozzle -10 5/32" Nozzle -24 3/8" Nozzle -11 11/64" Nozzle -26 13/32" Nozzle -12 3/16" Nozzle -28 7/16" Nozzle -13 13/64" Nozzle -32 1/2" Nozzle -14 7/32" Nozzle --34 17/32" Nozzle -15 15/64" Nozzle --36 9/16" Nozzle --16 1/4" Nozzle -40 5/8" Nozzle -18 9/32" Nozzle -44 11/16" Nozzle Ordering Examples For Model 10060 with a 9/64" nozzle and rubber cover Model No. Nuzzle Code Rubber Cover 10060 -09 --2 Give complete number when ordering: 10060 --09 -2 Fur Model 10110 with a 5/8" nozzle Model No. Nozzle Cudc 10110 -40 Give complete number when ordering: 10110 -40 E:. �-� Triangular Spacing %I i\imum ,pacing should never exceed 7W. of diameter. Detinue recommendations based on local conditions: soil, pressure and wind shuuld be made b` the system designer. )-up )-up )60 :e le 10110 ss le 11 -�• =4.'�T�<•= LAI r AL W. Fresno, California 93711 (209) 442.0330 4381 N. Brawley Avenue 1 ONE PIECE VALVES 10 15 20 1 30 1 40 1 50 1 60 70 80 100 125 Quick Coupling valves 1 Couplers, Hose Swivels 'ou The quick coupling system is an economical way of 1,81 4.1 ! 7.2 I, k ' getting water on a golf course, park, plant 1 " or home lawn. Sprinklers are moved from valve to 250031 valve or a traveling RainCoach sprinkler can be used. ' This is a low cost installation with manual labor re- ell, quired to operate the system. Where money is a 250061 problem, this is the first step to automatic irrigation. ' 25015' a Onefull valve iece o 1 2 turn. P Y open with / ' a Two piece valveshave four positions. a Single or double slot valves with matching single 12.0 1 4"3 : 7.6 j or double lug couplers. 1 a Self -flushing prevents clogging. ' C a Self-closing rubber, lock and rubber lock tops. 2.2' 4.4 2.5 4,4! 7.2110.4 14,8 ■ Coupler seal replaceable from surface. M Heavy bronze and brass construction. ' a Top section of two piece valve can be removed. 11 -�• =4.'�T�<•= LAI r AL W. Fresno, California 93711 (209) 442.0330 ONE PIECE VALVES ONE PIECE VALVES 10 15 20 1 30 1 40 1 50 1 60 70 80 100 125 Valve No, 25014 Pressure Loss Lbs. 25013 j COUPLER 1,81 4.1 ! 7.2 I, 250001 1 " 1.9 3.8 1 6.41 9.6 1 14.0 ! 250031 1 % " 1.71 2.5 1 3.6 14.9 18.4 ell, 71ti'O PIECE VALVES 250061 a" 2.0 1 4.3 ' 7.6 25015' 12.0 1 4.3 7.6 I 251007 ;" 12.0 1 4"3 : 7.6 j 25010 1 1 1 2.21 4.4 2.5 4.4- 7.2 10.4 1.3.8 ; 25016 1" 2.2' 4.4 2.5 4,4! 7.2110.4 14,8 25013 '25000-2 25004 TWO PIECE VALVES COUPLERS s DOUBLE LUGS 25002 : a: SINGLE LUG 25014 r 25016 25006 j y ONE PIECE VALVES Gals. Per Min. 10 15 20 1 30 1 40 1 50 1 60 70 80 100 125 Valve No, Female IPS Pressure Loss Lbs. 25013 j ?Y' 1,81 4.1 ! 7.2 I, 250001 1 " 1.9 3.8 1 6.41 9.6 1 14.0 ! 250031 1 % " 1.71 2.5 1 3.6 14.9 18.4 71ti'O PIECE VALVES 250061 a" 2.0 1 4.3 ' 7.6 25015' 12.0 1 4.3 7.6 I 251007 ;" 12.0 1 4"3 : 7.6 j 25010 1 1 1 2.21 4.4 2.5 4.4- 7.2 10.4 1.3.8 ; 25016 1" 2.2' 4.4 2.5 4,4! 7.2110.4 14,8 LOCK KEY 41000 HOSE SWIVELS • Fit couplers w Rotate 360' M. No kinking' ■ Hoses last longer 45001 Solid bronze cover and body, rubber cover available. Single slot, opens valve fully in 1/4 turn of coupler. Cheveron type coupler, seal is replaceable from top without disturbing to rf. krLow pressure loss, full flow, conical valve poppet is self flushing. 1 Integral cast ' Full form, wrench flats.: t . machined pipe threads. �. ' ONE PIECE VALVE 1 1 1 c Positive "self close" cover and stop lug. Lock top available. Case drain,. ti VALVES AND MATCHING COUPLERS prevents sand and Features ' Weighted, over -center, positive closing cover. Stainless steel bodies and covers, locking adjustment rubber cover I screw. available. Fullymachined body r Single slot for threads for long life. 4: Cheveron type Solid cover pin, coupler seal, machine riveted in ' body, prevents vandalism. Stainless steel poppet / spring and trim. drain, prevents dirt accumulation and 'Case coupler lug wear. 3/4" IPS, single slot Stainless steel poppet trim and spring, no 3/4" IPS, single slot, black rubber cover special tools required. 3/4" male and 1/2" female, single lug . 25015 " Solid bronze cover and body, rubber cover available. Single slot, opens valve fully in 1/4 turn of coupler. Cheveron type coupler, seal is replaceable from top without disturbing to rf. krLow pressure loss, full flow, conical valve poppet is self flushing. 1 Integral cast ' Full form, wrench flats.: t . machined pipe threads. �. ' ONE PIECE VALVE 1 1 1 c Positive "self close" cover and stop lug. Lock top available. Case drain,. ti VALVES AND MATCHING COUPLERS prevents sand and One Piece dirt accumulation. f Solid cast bronze Stainless steel bodies and covers, locking adjustment rubber cover I screw. available. Fullymachined body r Single slot for threads for long life. - t minimum Cheveron type operating torque, coupler seal, 25004 eliminates leakage. Two piece body, Stainless steel poppet allows pressure spring and trim. adjustment and easy coupler seal replacement. Cast wrench flats for quick - installation. Self flushing, full flow valve poppet. Integral machined pipe threads, eliminates leaks. TWO PIECE VALVE ORDERING EXAMPLE ' For a one piece, 3/4" IPS, single slot valve with a 3/4" male, single lug coupler Valve No. Coupler No. ' 25013 25014 Give complete numbers when ordering: 25013 and 25014 ' For a two piece, 1 " IPS, single slot valve with rubber, lock top and a 1 " female, single lug coupler Coupler No. Valve No. P 25016-2 25012 ' Give complete numbers when ordering: 25016 —2 and 25012 f 4�++3::81 N. Brawley Avenue • Fresno, California 93711 ' (209) 442-0330 Otho in U.S.A. Submittal Sheet No. QCV-IOht-76 VALVES AND MATCHING COUPLERS One Piece 25013 3/4" IPS, single slot 25014 3/4" male and 1/2" female, single lug 25000 1" IPS, double slot 25001 1" male and 3/4" female, double lugs 25000-2 1" IPS, double slot, black rubber cover 25002 1" female, double lugs 25003 1 1/2" IPS, double slot 25004 1 1/2" male and 1"female, double lugs 25003-2 1 1/2" IPS, double slot, black rubber cover 25005 1 1/4" female, double lugs Two Piece 25006 3/4" IPS, single slot 25006-2 3/4" IPS, single slot, black rubber cover 25009 3/4" male and 1/2" female, single lug . 25015 " 3/4" IPS, single slot, lock top 25015-2 3/4" IPS, single slot, black rubber, lock top 25007 3/4" IPS, double slot 25008 3/4" male and 1/2" female, double lugs 25010 1" IPS, single slot 25010-2 1" IPS, single slot, black rubber cover 25011 1" male and 3/4" female, single lug 25016 1" IPS, single slot, lock top 25012 1" female, single lug 25016-2 1" IPS, single slot, black rubber, lock top ORDERING EXAMPLE ' For a one piece, 3/4" IPS, single slot valve with a 3/4" male, single lug coupler Valve No. Coupler No. ' 25013 25014 Give complete numbers when ordering: 25013 and 25014 ' For a two piece, 1 " IPS, single slot valve with rubber, lock top and a 1 " female, single lug coupler Coupler No. Valve No. P 25016-2 25012 ' Give complete numbers when ordering: 25016 —2 and 25012 f 4�++3::81 N. Brawley Avenue • Fresno, California 93711 ' (209) 442-0330 Otho in U.S.A. Submittal Sheet No. QCV-IOht-76 I rr cil 48P I I 1 u 1 i n I I IJ 1 I 1 1 1 I I The Value of IRRIGATION A well-planned, properly designed, correctly install- ed sprinkler irrigation system increases the value .of the property, improves the play and beauty of the course, protects against drought and frost, cuts main- tenance costs and lengthens the playing time each year. A Royal Coach sprinkler system will do it all, automatically. Convert your manual system to a Royal Coach automatic system. If your course has no system, plan ahead. If funds are short, start with a Royal Coach manual or quick coupler system and convert to automatic. When buying a sprinkler system, one of the great- est dangers is basing the decision on price alone. All factors: quality of equipment and service, the reputa- tions of the irrigation consultants, golf course arch- itects and contractors are vital. These selections are all critical. Work with responsible firms not'fly-by- night price specialists. If you make a bad decision, you are stuck with it. AMS. A properly designed and installed golf course sprinkler system with Royal Coach irrigation equip- ment is an excellent investment. It will pay dividends to your players year after year. With a Royal Coach sprinkler system divots dis- appear faster. Play is better and player smiles are g der. Royal Coach, w the neleader in golf course irrigation equipment.£, ;`?! • :�.:✓:��- --��x.�.:..tr���-rte: Y. And then, there is equipment. Your sprinkler sys- tem is no better, or worse, than the quality of the materials and equipment you install. Serviceability, both ease of access and cost, are prime considerations. There is no better sprinkler irrigation equipment than Royal Coach and it is designed for fast, easy, low cost service. Total service is our most important product. Central Programmer, above, and Field Controller ' Each Field Controller operates I r stations or lines in conjunction with the Central Programmer or indep- endent of it. The versatility of a Central Programmer system is almost unlimited. 1 11 1 1 A manual contror system has the same basic com- ponents underground in the field but does not have the sophisticated electronic controllers. The sprin- klers are permanently installed but the starting and stopping is manually controlled. The quick coupling system is an economical way of getting water on the course. Sprinklers are moved from valve to valve or a traveling RainCoach sprin- kler can be used. This is a low cost installation with manual labor required to operate the system. Where money is a problem, this is the first step to auto- matic irrigation. If you wish additional information please fill out the form below. 7 j 1! 1 Al yal Tvar4 5t" "rth"lAirro tit 4381 N. Brawley Avenue • Fresno, California 93711 • (209) 442-0330 --------------------------- Please send additional information on the items checked- � I Irrigation Consultants ❑ Have your nearest distributor call ❑ 1 Golf Course Architects ❑ Company 1 Gulf Course Contractors ❑ I Controllers ❑ Street Address I City State Li Phone Sprinklers ❑ p I I Vales ❑ Your name and title Submittal Shee[ No. GCS -1 Nl-.76 Litho in U.S.A. C c .,.J_� 04 � W;-' OFIR = �.$`';r,; ••-F.::.::',' �i .% RF _ [.�v- ^."'•'.�=':3� - — - ��;q,%;" „sty. � . - 7 j 1! 1 Al yal Tvar4 5t" "rth"lAirro tit 4381 N. Brawley Avenue • Fresno, California 93711 • (209) 442-0330 --------------------------- Please send additional information on the items checked- � I Irrigation Consultants ❑ Have your nearest distributor call ❑ 1 Golf Course Architects ❑ Company 1 Gulf Course Contractors ❑ I Controllers ❑ Street Address I City State Li Phone Sprinklers ❑ p I I Vales ❑ Your name and title Submittal Shee[ No. GCS -1 Nl-.76 Litho in U.S.A. C c I .J 1 1 1 1 1 1 1 1 RECEIVED OCT 13 1979 AGREEMENT ALHADEFF & LEA.ViTT AGREEMENT MADE THIS day of 1978, between the CITY OF MERIDIAN, IDAHO, a municipal corpora- tion, herein referred to as City and NuPACIFIC COMPANY, an Oregon corporation, having its principal place of business at Portland, Oregon, herein referred to as Grantor. RECITALS Grantor is the owner and option holder of certain real property in the City of Meridian, Ada County, Idaho, the legal description of which is attached hereto as Exhibit A. Said real property is currently being developed, and plans for further development are contemplated, the entirety of which shall be known as Cherry Lane Village. As a part of and within Cherry Lane Village the Grantor has substantially completed the construction of a nine -hole golf course, and a second nine -hole extension on said golf course is planned for later development. City and Grantor have executed a MEMORANDUM OF -UNDER- STANDING, a copy of which is attached hereto as Exhibit E, under which .the coordination and design of the initial nine holes of the golf course, along with an understanding as to the transfer of the ownership and maintenance of such as a municipal golf course, is set forth. Under the terms of the'M£MORANDUM OF UNDERSTANDING the Grantor has submitted the plans for the first nine holes of the golf course to the City, and in turn the City has approved such plans for construction and eventual transfer. The City and Grantor now wish to enter into this Agreement for the transfer of all of the present and future golf course propert,Y, and to. fully set forth the rights and obligations under such transfer of o'.+nership_ -1- 1 1 1 1 1 RECEIVED OCT 13 1979 AGREEMENT ALHADEFF & LEA.ViTT AGREEMENT MADE THIS day of 1978, between the CITY OF MERIDIAN, IDAHO, a municipal corpora- tion, herein referred to as City and NuPACIFIC COMPANY, an Oregon corporation, having its principal place of business at Portland, Oregon, herein referred to as Grantor. RECITALS Grantor is the owner and option holder of certain real property in the City of Meridian, Ada County, Idaho, the legal description of which is attached hereto as Exhibit A. Said real property is currently being developed, and plans for further development are contemplated, the entirety of which shall be known as Cherry Lane Village. As a part of and within Cherry Lane Village the Grantor has substantially completed the construction of a nine -hole golf course, and a second nine -hole extension on said golf course is planned for later development. City and Grantor have executed a MEMORANDUM OF -UNDER- STANDING, a copy of which is attached hereto as Exhibit E, under which .the coordination and design of the initial nine holes of the golf course, along with an understanding as to the transfer of the ownership and maintenance of such as a municipal golf course, is set forth. Under the terms of the'M£MORANDUM OF UNDERSTANDING the Grantor has submitted the plans for the first nine holes of the golf course to the City, and in turn the City has approved such plans for construction and eventual transfer. The City and Grantor now wish to enter into this Agreement for the transfer of all of the present and future golf course propert,Y, and to. fully set forth the rights and obligations under such transfer of o'.+nership_ -1- 1 1 1 1 1 1 1 For the reasons set forth above, and in consideration of the promises of the parties hereto, and other good and valuable consideration, the receipt of which is acknowledged, the parties agree as follows: Immediately following the second cutting of the initial nine holes of the golf course, and following written acknowledge- ment to both parties hereto by JUB Engineers, Inc. that the plans and specifications have been substantially complied with, Grantor shall transfer by quit claim deed and City shall accept title to the initial nine holes of the golf course property, the legal description of which is attached hereto as Exhibit C and made a part hereof by this reference, for the City's ownership and maintenance as a public municipal golf course. In the event JUB Engineers specifies that a defect exists in the construction which does not substantially impair the use of the property as a golf course the transfer of title shall occur and Grantor shall immediately correct such defect at no cost to the City. JUB Engineers shall be the final and bind- ing arbitrator with regard to any dispute or determination•made under this clause. Second Nine Holes --Transfer. As provided in the section below entitled "Contingency", Grantor currently intends to design and construct nine additional holes which shall be contiguous with the present golf course property as described in Exhibit C. Such additional holes will specifically be designed and constructed in such a manner that such property, together with the initial nine --hole golf course, shall become one eighteen -hole golf course. Such additional nine holes shall be designed and con- structed at no cost to the City, and upon completion of the second cutting, as set forth below, the Grantor shall transfer by quit claim deed, and the City shall accept titles, said additional -2- 1 1 1 1 1 1 II 11. II II 11- 11 u golf course property to be owned and maintained by the City; and further, together with the initial nine holes, shall be owned and maintained as an eighteen -hole public municipal golf course. Second Nine Holes--Plannin . Grantor shall submit drawings and plans to the City for the construction of the additional nine holes. within thirty (30) days of its receipt of these drawings and plans, City shall review them and approve the drawings and plans in whole or in part. In the event of partial approval, and within such thirty (30) day period, the City shall submit to Grantor written proposals for changes in the drawings and plans. within thirty (30) days of the submission of these proposals for changes, the Grantor shall review them and approve the proposals of the City in whole or in part. In the event of Grantor's partial approval of the proposals for changes, the matters which the parties are unable to agree upon shall be submitted to JUa Engineers who shall review the unresolved matters and make a final decision. Within a reasonable time thereafter Grantor shall enter. into a contract, in the manner required by law and at no cost or liability to the City, for the construction and development of the remainder of the golf course in accordance with the drawings and plans. Second Nine Holes --initial Management. From the period of initial construction of the addition- al golf course property until the completion of the second cutting of said property, Grantor shall maintain and manage the additional golf course property. Upon completion of the second cutting of the additional golf course property and before the property is deeded to the City,'JUB Engineers shall make a final inspection -3- F- - f� to insure that the golf course meets the construction. specifi- cations. All corrections which are deemed to be necessary to bring the golf course into conformance with the construction specifications shall be made and paid for by Grantor prior to the transfer of the golf course to the City. In the event JUB Engineers specifies that a defect exists in the construction which does not substantially impair the use of the property as a part of the golf course the transfer of title shall occur and Grantor shall immediately correct such defect at no cost to the City. JUB Engineers shall be the final and binding arbitrator with regard to any dispute or determi- nation they make under this Agreement. Contingency. Nothing in this Agreement shall he construed in any manner as to compel the Grantor to design and/or construct such additional nine holes for the golf course. Provided, however, that if Grantor exercises its final option for the purchase and development of the property encompassing Cherry Lane Village, as described in Exhibit A, it shall be under an absolute obligation to construct and transfer said second nine holes. Furthermore, if such second nine holes are designed and constructed by Grantor at any time in the future, and provided that City is not in default under the terms of this Agreement, this Agreement shall so hind Grantor to transfer to the City, and the City to accept, such property. Management and Maintenance Obligation. Following the transfer to the City of any or all of the property under this Agreement the City shall be wholly and com- pletely responsible for the management and maintenance of the golf course property, including any buildings constructed thereon, at no expense to the Grantor. As such the City may contract with _a- 1 1 .1 1 any third party or•parties for such management and/or mainte- nance, but shall remain solely responsible to the Grantor for such and the Grantor may look exclusively to the City for any breach or default. Furthermore, the City agrees, at no cost to the Grantor, that such management and maintenance of the property shall be at a standard of quality consistent with similar public municipal golf couzses throughout the country. In that regard the City will cooperate with some individual, golf agency or association, to be agreed upon by the parties, for the inspection and review of the management and maintenance of the golf course, and to make certain_ recommendations to insure that such aforementioned standard of quality is met. Such inspection and review shall take place from time to time as deemed necessary by those con- ducting the review, but shall not occur less than annually. In the event the parties cannot reach an agreement on the identi- fication of the alternative individual, agency or association, BOB BALDOCK AND SONS, the architect primarily responsible for the design of the golf course, shall make such designation and it shall be binding upon the parties unless otherwise mutually agreed. The City acknowledges that failure to maintain the golf course property at the above set forth standard of quality may have a direct and detrimental effect upon the value of the Grantor's surrounding property. As a consequence Grantor retains the right to have the golf course maintained at the standard of quality so determined. Any recommendation by such designated individual, agency or association with respect to management and/or maintenance shall be considered necessary to maintain the standard of cuality intended by this Agreement unless the parties -5- 1 1 1 1 'c 1 1 1 mutually agree otherwise, and any failure on the part of the City to so maintain the property, following notice of such by the Grantor, may be deemed a breach of contract by.the Grantor. After providing notice to the City that such maintenance is below the designated quality, the Grantor may, asset forth below under the section entitled "Default", enter upon the property to under- take any such maintenance activity; or, may declare the City in breach of contract, in which case the title to the property shall be revested in the Grantor. Insurance. During the period the City is responsible for the main- tenance and operation of the golf course under the terms of this Agreement, the City shall obtain and maintain at their sole expense, a policy of liability insurance for the joint and separate protection of the City and Grantor in the minimum amount of $500,000 for bodily injury or death of any one person and $1,000,000 for bodily injury or death of two or more: persons in any one accident or event, and in the minimum amount of $200,000 for damage to property resulting from any one accident. The City shall also carry fire insurance on all structures in the amount that it would cost to replace such structures. Certified copies of the above-described insurance policies and all certificates thereof shall be furnished to the Grantor. Term. Except as provided in the section entitled "Assignment :^ and Repurchase --Terms" herein, the term of this Agreement shall be for as long as the Grantor or any transferee of Grantor, owns any property in the residential development }mown as Cherry Lane village in :,,eridian, Ada County, Idaho or any property annexed or contiguous to Cherr}r Lane Village, and may be terminated any time earlier by mutual -ritten consent of the parties. For purposes Mac F1 1 Cl 1 J of this section, no road running within the properties shall act to render any of the properties noncontiguous. Waiver of Breach. The waiver by a party of any breach of any term.con- tained in this Agreement shall not be deemed to be a waiver of such term for any subsequent or continuing breach of the same or any other term. Default and Breach of Contract. Should the City fail in any respect to comply with the terms of this Agreement with respect to the management and main- tenance of the golf course property as set forth above; and further, should the Grantor notify the City in writing specifying the default asserted; and, should the City fail to take proper action to cure such default within thirty (30) days thereafter, the Grantor shall, at its sole discretion, retain the right to enter onto the golf course property to undertake proper mainte- nance, and/or may declare the City in breach of its contract and demand immediate return of the title to all such property theretofore conveyed to the City under the terms of this Agreement. If the Grantor declares such breach of contract the City shall immedi- ately convey the property, free and clear of all encumbrances, to the Grantor, and any obligation on the part of Grantor to trans- fer any further properties under this Agreement not theretofore transferred shall be extinguished. Modifications. This Agreement may only be amended or modified by mutual written consent of both parties. Buildings. Nothing in this Agreement shall be construed or act to limit the City's right to construct, own, and/or operate, or allow such construction, ownership and/or operation of any build- ing on the subject property --in the area allocated for such on -7- 11 1 1 1 1 the recorded plat --for any purpose consistent with the ownership, operation and maintenance of the golf course. This right shall include, but not be limited to, the construction and operation of maintenance buildings, clubhouse facilities, restaurant, pro shop, driving range, or other recreational facility. Assignment and Repurchase --Terms. Except as provided above in the section entitled "Management and Maintenance", unless agreed to in writing by Grantor --or any transferee of Grantor --the City may not assign, gift, sell, hypothecate or in any manner transfer title of any of the property subject to this Agreement; and, furthermore, may not use, operate or maintain such property for primarily any use other than a public municipal golf course during the term of this Agreement. Following such period of time and for fifteen years thereafter the Grantor shall have a right of first refusal to purchase any or all of such property from the City if the City chooses to sell or transfer such property in any manner. The purchase price shall be determined by any verified bona fide offer to purchase by an independent third party or at the then current market price based upon the Grantor's MAI appraisal. Grantor shall notify the City of its intent to exercise such right of first refusal within sixty (60) days of notice and verification of such offer or receipt by Grantor of such appraisal. Grantor may assign any or all of its rights and obli- gations under this Agreement, and notice of such shall be sent to the City. ' This Agreement shall be binding upon all adminis- trators, successors, heirs, assigns and transferees of any kind ' of the parties. F� 1 1 1 I 1 Notices. Any notice required under this Agreement given by one party to the other shall be in writing and shall be deemed given when delivered personally with a copy by certified mail or when mailed by certified mail to the following addresses, or other addresses the parties so designate in the manner set forth in this section: To Grantor: NuPacific.Company, Inc. P. O. sox 1847 Bellevue, WA 98009 To City: Clerk of the City Council City of Meridian Meridian, ID 83642 Attorney's Fees. In any action, suit or proceeding to enforce this Agreement or by reason of breach thereof, the prevailing party shall be entitled to recover reasonable attorney's fees to be fixed by the court, including fees on' appeal. Legal Description. If legal description or any exhibits to this Agreement are erroneous, incomplete, or not attached at the time of execu- tion of this Agreement, it is understood and agreed that it is the intent of the Grantor to transfer property as afore described within the plat of Cherry Lane Village in Meridian, Idaho encompass- ing up to an eighteen hole golf course and appurtenant property. Such legal descriptions or exhibits may be attached at any time during the life of this Agreement. whole Aareement. Except as otherwise stated, all of the terms and con- ditions of this Agreement between the parties hereto are stated herein and no representations or inducements have been made by either party other than those herein set forth. -9- 1 1 f 1 1 1 11 1 1 IN WITNESS WHEREOF, the Grantor has caused this docu- ment to be executed in its name by its proper and fully authorized officers, and the City of Meridian has caused the same to be duly executed by its authorized representatives, the date and year first above written. GRANTOR: N ACIF'IC COMP INC* INC. V STATE OF ) By.0 I(eew �p County of / ) On this day of , 1978 before me personall,y ap ear d n / erU C. t Y to me known to be the of NuPA YFIC COMPANY that executed the within and foregoing instrument, and acknowledged the said instru- ment to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and y r� irst a ve ritteh. of r P, i (i and for the State of r , Residing at � - P.tte� / C1P of the City CO•.:nCl CITY OF MERIDIAN, IDAHO, a nic'pal Corporat'on -10- 1 1 U- a,11LIT B , _.... ....- MEMQRANDUM OF UNDERSTANDING This Memorandum of Understanding by and between NuPacific ' Company, Inc. (hereinafter referred to as "Develop -and the City of Meridian, Idaho (hereinafter referred,,to as "City"). -i -s intended to set forth the understanding between the parties relative to the ' design construction, ownership and maintenance of a golf course to be constructed or. Developer's property in Meridian, Idaho known as ' Cherry Lane Village. The Developer intends to design and construct a nine hole golf course as a part of its Cherry Lane Village Development in Meridian, Idaho. The entire cost of such design _ gn and construction, ' through the second cutting of such golf course will be born by the Developer. ' Upon completion of the second cut of the golf course the Developer deed will the golf course property over to the City for - its ownership and maintenance as a public municipal golf course. ' The City intends to maintain the course at its own expense and at a standard of quality consistent with similar courses througho- ' the country. In that regard the City will cooperate with a certain golf agency or association, to be designated at a later date, to insure that the course .is inspected and maintained at such afore- mentioned standard of quality. The configuration and design of the golf course has been tdictated by the placement of the lots within the development and approved by the City. The Developer intends to submit to the City 'the drawings and plans for physical construction of the golf course- oursewithin withinthe near future. The City respects the Developer's con- ' structioa schedule and therefore agrees to review and approve the plans and designs within ten days following their receipt. 1 -1- 1 1 1 1 n 1 11 rL In the event the City wishes to suggest construction chanqc,n it, ilia ejol f course such wi 1.1 he submitted prior to the end of the ten days review period. The developer may then either incorporate such changes into the plans or object. If objection is made by the Developer to suggested changes by the City, the matter will then be submitted to JUB Engineers for their determination. JUS shall be the final arbitrator for any such change suggestions which are objected to by the Developer. Upon completion of the second cutting of the golf course, and before the property is deeded to the City, JUB Engineers shall make a final inspection to insure that the course meets the con- struction specifications. JUB shall be the final inspector prior to such deeding over by the Developer, and the City will not be respon- sible for maintenance until any defects are corrected by the Dev- eloper to JUS Engineer's satisfaction, or to the specifications of the design. Following the City's assumption of the golf course owner- ship the Developer will retain the right to have the course main- tained .its proper.standard of quality and will be allowed to enter on to the property to undartake such maintenance at the City's expense in the event the City fails to do so, following reasonable notice of Developer's intent to undertake such action. 4 It is both parties intent that this memorandum of under- standing act as the agreement between the parties until such time as a formal contract document is executed by them. NuPacific Company, Inc. 0By: 0 /.c. Date: I Z 13 b-] City of Meridian By:• ` - Date: -2-- 7- L a-- I i No. 2 120, 120, 60, 60 360 1 No. 3 6o,.60, 80, 120, 601 120, 100 600 N o - 60, 2 0, 60 14o - No . 5 60 _ tic) .6 10, 1607 ' No. 7 6o, 120, 60, 60, 6o, 150, 100, 30 :.6,p =- 4 No. 8 120, 120, 70, 6o, 120, 60, 120, 120 :.790 No. 9 15, 100, 60 175 ' TOTAL 4505. i l 1 l 3. Iliv 1 1 ADDITIONAL-EXFFNSES INCLRRF.D: Pipe ,' 99.99 Rent on trencher 51/15.86 tent on 36" wrench 12,36 Fuel and filter .73 k4etal detector to find wires 10,.90 Labor 2187.70 Rent on pump 22.15 Hose f or pu1-np 5.67 Glue 5.34 Tane 2.27 Fan belt 2,$9 _ S belt 2.98 Spark plug 1.$4 Hose 13,95 TOTAL P970.63 Electrical bill to come in yetg estimate it at 0AC0.00 1 1 I 1 1 I 1 1 1 1 1 Cherry Lane Golf Course 2040 Interlachen Way Meridian, Idaho 83642 June 4, 1979 Eugene W. Wright, E.I.T. J -U -B Engineers, Inc. 250 S. Beechwood Avenue Boise, Idaho 83705 Dear Mr. Wright: X. - Following the meeting of June 4, 1979, with the mayor and city council of Meridian, Don Leavitt of Nu Pacific Company, and your partner of J -U -B Engineers, it has become apparent to me.that this is the appropriate time to confirm in writing a number of understandings and circumstances that have been discussed in this meeting and previously. First, and most urgently, is the necessity that we get screens for the water pumps. As you know, Baldoch in- stalled those pumps too deep below the water level in the pumping pits, and, as you know, I had to constantly bail water out of the pits. Therefore, it was necessary to raise the pumps as you said you would do Last autumn. However, they were not raised until mid-April before the water came in. As you advised, when they were raised you would install the screens. In order to get water for irrigation we had to commence watering immediatly even without the screens, and you promised us adequate screens would be installed on April 14, the day before the water came in. We still do not have adequate screens installed. Until June 2. there still were no screens whatsoever; on that date there was a temporary one -inch mesh screen installed which is completely inade- quate to keep'the trash out of the pumps. We have had no choice but to operate these pumps since mid-April and live in daily fear that they would burn up. We're doing the best we can in that. Every four hours our employees are crawling into the pump pit to clean it up by hand. The cleaning up involves the removal of residue that could enter the pumps. We will install a temporary door screen on the one -inch mesh as a stop gap measure until you install adequate screens. We need immediate installation of these screens as you agreed to two weeks ago when we all talked with Lloyd McKay at the clubhouse. 1 Next, there are a number of specific items we have ' agreed that should be taken care of right away: I. A building to house the pumps and electrical panel is needed. This area is susceptible to vandalism and needs your attention at once. 2. Electrical wiring is malfunctioning and needs immediate attention so as to insure proper watering of the golf course. 3. Access to bridges needs to be completed. These require rebuilding constantly due to wash out from sprinklers. 4. All sprinkler heads which are inadequate for ' area need to be replaced, as damage to personal property surrounding golf course is a constant ' problem. Your attention to these problems at once will be greatly appreciated. .Sizieejpe1yr. „ Rich Stanwood, -- keal Estate Developers 611 Southwest hird Avenue/Suite 303 ortland, Oregon 97201 Telephone (503) 243-1497 10 Box 1847 ell.evue, WA 98009 (206)455-9696 f 1 June 15, 1979 Mayor Joseph Glaisyer Mayor of Meridian City of Meridian 728 Meridian Street Meridian, Idaho 83642 Dear Mr. Mayor. Enclosed you will find a letter from Mr. Bob Baldock, the golf course Architect who designed and constructed the Cherry Lane Course. I felt that you and the City Council would be interested in Mr. Baldock's comments regarding both the problems that have arisen on the golf course and the present maintenance program. Let me direct your attention to the third from the last paragraph, where he emphasizes that it is not his intention to criticize, but to try to be as helpful as possible. Mr. Baldock is willing to spend 2 or 3 days in Boise with the people leasing the golf course in order to help them set up an appropriate maintenance program. ' In a spirit of cooperation, Leavitt NuPacific will pay for all of Mr. Baldock's travel and expenses during that stay. I would appreciate your discussing this proposal with the members of the Council and of course, the Lessee's of the course. If it is the consensus of opinion that Mr. Baldock's presence could be helpful, please let me know and we will make necessary arrangements. As I have mentioned many times in the past, we have a large vested interest in the future of the Cherry Lane development and the golf course and we will 1 r 1 1 1 1 J 1 Page 2 Mayor Joseph Glaisyer Mayor of Meridian June 15, 1979 . continue to cooperate with the City. to the very best of our ability. I remain, Very truly yours, LEAVITT NUPACIFIC �� • �C�ccvL� Donald H. Leavitt DHL/pb Enclosures CC: City Council Members: Bill Brewer Marvin Bodine Grant Kingsford / Richard Williams V JUB Engineers Mr. Paul White Mr. Bob Baldock YrF; T 1 t i you sE A w �► Or and SOS 1 << Fine Courrar at Srnribk Cort" I A 1 1 1 I 1. I I 3001 RLDNILL Avi., BLDG. 4. Sulrz 204 / G03TA Mas A, CALIF 92525 T[La►NONX: A/C 714. 357.2097 GOLF COi R13E MA1NTTZNANCZ DIVISION AMONG THE OVER 300 GOLFF COURSES DESIGNED BY OUR 7_12M. Alin @m Golf cher, Pwpmte, Tahiti 4cea.ie Pre>,et+ies•s M1111an1 Golf Club, June n, 1979 ii+wolv,u, Nawali la,win'■ iwadim Pinei Golf Crone, iafadl M, G.1if. t Glaci, Ment. West Glacier Ge;f elu6, Wner, y Mr. Don L3avitt OtN Air Tor" Boase, Mq.AK,.iw ofb Leavitt Nupacwfic lk""W's }rows. Thief Country Club, P. 0. Box 1847 Tehachapi, Calif. Bellevue Washington 98409 g Mid Pacific Cow"" Club. Kailua, Nawoii / Ing%sal Lew;0" Gentry CIO, Lewiston, Idaho Dear Don: - shtrwoed form Golf Caurw, Sanger, Celil. Jami s les Rsble. Groom Golf Club, Thwsand Oaks, Callf, After making an on—site-inspection of Dlevwna Gaff Crone, FWMIVIY, K"aii Cherry Lane Golf Course in Meridean, Idaho �!anywen Valley M"i, spekcne, wash. yesterday, I would like to pass on the Jack.«, Nal. Golf C;A, ,arksa..l�4ii., W... following facts and sugges tions , fJs mmy tach Golf course, "�uu'-•T-, Calif' . fwr Wile CoVa.ry Club, A1ielweel". N.M. Lowry Air free so,", Cst.raio We activated the automatic irrigation I1,.1te Crook Cwatry club, chief, "it, system in July of 1978, and of course used C ..km CwMry Club, flagstaff, Ari'. It to develop the turf on the greens, tees Gene C vmk co ." Club, ,aim. Idah. and fair*eiays . Mare% Air form ease, Nor -ail Ca l do T,,"u Ca.nsty CIVb, .aitna•, Ca. K, 1, Sar+y.r Air Furse aa.., M;r.hl,on The coverage was good, the system Swan. -r. KOO G•H Cee,.e, worked fire and we were mowing grass in Cla.itsse.r, wash,ngtew (]nd #1 August, 1973. I" Wd Golf CaVrw, Mrnnlelu, 147ii les Altos MV.i, 416uewrgw, Now Me.. When we turned the couroe over to Cody G.11 C", Cady, Wr--v Shore town.. ►+,enlerey P..ie.Via c...r,y Rick Stanwood, the Cherry Lane Pro, in C1.6, f.'oble eewh, Curl. September, 1972, the system was operating )<aM .ia1 11.1-1 r•»H Ge..., fine and according to hint continued to do Los Y.ge1, ri•rede t,.a"l air f.rce Ola", fl.rt.+. so until he ciosed it down for the minter. r.ow•q GN} CI.b, XI% QT fills, rew ,a•Mi, Pew Na,h;.gt.n a_ Unfortunately, l y of y l :1e mater :was ,;,, not blown out of the pipe lines ding :...._M..�a. All farts cart. A——`"esul in a 3I" all amount of frozen water an the :gain 11' nes --i.nd a greater amount in the, :r. Gc:4.e,... -IVa,. ..o•�and. C.1;1 .leaterai li:2eS. A,, suer. ie•1, ne.h�-gr•n ,ajori__ of the frozen water a Co.—�:Ie Lin+s -ave now b been raDlaced but tha :•.�. A., F........ r ccrcentrarion of labor on the project has =a.• •e, .r .�.-. ��., left the general condi won of zEhe course very ...a..1 Y.•:.r, Coar . `:ccir Mir. Don Leavitt 1 1 Page 2 June 5, 19119 i 1 In zenairing the frozen water lines the golf course crew 1 has apparently damaged the wiring of the automatic systam. 1 I ;-could like to suggest the following: 1. Any remaining leaks due to water pipes freezing be repaired. (I noticed one leak at 44 tee.) 1 2. The electrical system. be checked out and made operable. 1 3. The system be put on automatic watering at night, to eliminate the present over- and underwatering in some areas. 1 4. The entire maintenance crew be put on essential work, filling in ditches and holes, mowing foot -high wee2ts in some fairways, mowing,`airways, banks of greens, tees and the banks of the tees and,,rough, cleaning sand traps and edges around 1 tees, cleaning up debris etc. 5. A good many of the fairways need fertilizing 1 desperately, also some of the tees and banks of tees and greens. ' I observed three young fellows top dressing greens and agree that this is beneficial; but in my opinion, improving the general playing condition and appearance of.the course ' rates a much higher priority at this time. As you may know, I have been a member of the Southern California, Northern Caifornia and National Goll: Course Supt. 1 Association, a Class A, P.G.A. golf professional and a golf course architect for 35 years with over 300 golf courses behind me and feel quaified to make these suggestions, not.,to 1 criticize but to try and be helpful. As soon as the irrigation system is restored to the good working condition it was in last fall, I hope the suggestions ' I have made can be carried out quickly and efficiently. elith orooer direction and supervision of -the existing crew, the course can be out in reasonably good condition in 1 about three week; present and entirely different apnea= anc e . 4' 1 Sob Bal%dock 1 0 us<sE�n2er nj _and SON__ ' "Fine Courser of Sensible Cost" '• � 3001 REDHILL AVE„ RLDG.gR. SUITE •SP4 4 COSTA MESA, CALIF. 92626 TELEPHONE: A/C 714, 557-2097 ° AMONG THE OVER 300 GOLF COURSES DESIGNED 1 BY OUR FIRM. Alimaene Golf Club, Papeete, Tahiti .. Oceanic Properties's Milllanl Golf Club, Honolulu, Nowell ' Lorwin'■ Paradise Pines Gulf Course, Pavodim, Calif. West Glacier Golf Club, West Glacier, Men#. Otis Air Force Vase, Massachusetts i Eengvet's Horse Thlof Country Club, Tehachapi, Calif. Mid Pacific Country Club, Kollua, Hawaii �]''41J4V�•� pedesign) - 7 'Lewiston Country Club, Lewiston, Idaho Sherwood Forest Golf Course, Sanger, Calif. Jonss's Los kebles Greens Golf Club, Thousand Oaks, Calif. r �— 'Olomana Golf Course, Honolulu, Hawaii Hangman Valley Muni, Spoken*, Wash. /a7-"�Gr// .•r(••���(((v�„//•�(,• Jackson Hole Golf Club, Jackson, Halo, Wye. t A - Chimney Beck Golf Course, Napa, Calif. Four Nibs Country Club, AlbuquerquerN Lowry Air Forte dose,.Coloradobutte Geek Country Club, Chico,Coconino Country Club, Flagstaff, p _� ,�7L�� 4J•' • ,�/f '"��� { "� 'Crane Crook Country Club, beim, Idohd ,/ ��ppr�• Hickom Air Form base, Hawaii Carrel de Tierra Caunfry Club, Salinas, Co. /� Com- 'L• �- '��� � I 1�J1 K. 1. Sawyor Air Forte Ease, Michigan- Swallows Nest Golf Course, �& - Clarkston, Washington (2nd 91 Leeward Gelf Course, Honolulu, No-oil Los Altos Muni, Albuquerque, New Met. J Cody Golf Club, Cody, Wyoming Sherd Course, Monterey Peninsula Country Club, Pebble Beach, Calif. V Hacienda Hotel Golf Course, \ - Les Vegas, Nerada Tyndall Air Force Bum, Florida homes Gall Club, Klamath Falls, Oregon ti /�/=��`�"" C• ' poste Muni, Pawn, WC bre San Joaquin Country Club, , Fruno, Calif. 'Daeis•Menlhon Air Farce Bass, Arizona ^Sam Groans Golf Course, Azusa, Calif, �% ,a ^ r �C L •4 ���� .� Richards-Gabow Air Force Buse, Missouri Law Golbroith Muni, Oakland, Callf. 'McChord Air Force Som, Washington Band Gall Club, Bend, Oregon (2nd 91 Titan's Yommile Lakes Golf Course, �f, ' Z� r� _ p't'Lj z_lx/zi Coarsegeld, Calif. Stood Air Force Bac*, Nevada �• �.V�Z •4 `"'� !;C� ` � ' Gross Valley Country Club, Gross Valley, Call. `' Y/- U� 7� �Yn '% �fV -A r � 3 1 •4IT .��1 T ~P,C _ _ 4 i • ti 9y 4 1i1;"P Bm-14 -•- - -=_ \ " Fire Courses at Sensible Cart" ' AMONG THE OVER 300 GOLD- COURSES DESIGNED ' sY ova FIRP1, .Atimaone Gell Club, Papeete, Tahiti Caecr.l; pr.pertlss's .14MIOnl C4!1 Club, Honolulu, Hawaii •___ larwin's Paradise Pines Gell Course, Paradise, Calif. West Glacier Golf Club, West Glacier, Mens. Otis Air Farce Base, Massachusetts Benguei's Hans Thief Country Club, ' Tehochepl, Ce111. Mid Pacific Country Club, Katlua, Hawaii .. (redesign) Lewiston Country Club, Lewiston, 1410119 ' Sherwood Forest 0.11 Course, Sanger, Calif. Janis's Las Nobles Gre9ns Golf Club, The ..and Oaks, Calif. 01—a.e Golf Course, Honolulu, Hawaii 'Hong -on Volley Muni, Spokane, We", 1.,k... Hol. 0911 CI.b, lecksan Ho(a, Wye. Chimney Zack Golf Course, Napa, Calif, Four Hills Country Club, Albuquerque, N.M. Lawry AIr Force Bas., Colorado 'suit. Cr..k Cavntry Club, Chico, Colif. Coce..ino Country Club, F1.90ciff, Ari,. Crave Cre.k Country Club, Bait*, Idol- 14460rn Air Farce Bes., Hawaii 'Corral d. Tina C9.n11y Club, 501ine., Ca, K. 1. Sawyer Air Fora. Base, Michigan Swallows Nast Goll Course, Clarkston, V/aihington (2nd 91 Leeward Gel; Course, Honolulu, Hawaii Los Altos Muni, Albuquerque, New M Cody Goll club, Cody, Wyoming Shore Course, Menter.y Peninsula Country ' Chiu, ""b"' 'oath; Calif. Hacienda Hotel Calf Course, Los Vegas, Ne—da Tyndall Air Force Base, Florida teames Coll Club, KI—oth Falls, O•e�Ian ' Poxo Muni, Pasco, W4ihingi— San Joaquin Country Club, Fn.ne, C01i1. Z. i&4 Monthon Air Force Base, Ari.ena w.v.a G...... Goll C....., As..., Cnlif. 2ahords•Ceba.r Air Force Bo,., Mi....'. 1 L.. M.ni, Ookle,.d, Calif. 'VA ,Chord Air sone eo,.. vv a.ningr9n •.end Coif C:�S, d.nd, Ortgon (2-d 91 ' t•snCi-' .,;—'.* Las.. Colf Course. :id. ' ,1I, CA A,r Fort* i:2:.. Nr.ada Volley C—MIT CI0p, C.a.. voi!.y, Calif. . ? ? ti - 3001 REDHILL AvE., BLDG..4, SUITE 2`34 C COSTA MESA, CALIF. 92625 TEL FF -HONE, A/C 714, 557-2097 June 19, 1979 Mr. Don Leavitt Leavitt Nupacific P.O. Bos- 1 847 10222 N.E. First St. Bellevue, Wash. 98009 Dear Don, Re: Cherry; Lane Golf Course Our Construction Superintendent, Ray.Conner, drove to Meridian from Paradise, Calif,. on Sate, June 9, 1979 He: (1) repaired the irrigation wires the Telephone Co. cut (2)' turned around the automatic valves the golf course operators had hooked up backwards (3) got the system working on automatic, like it was before it froze. Ray spent Sun. , June 1 0; ,P•1on. , Junel 1 and part of Tuese" June 12 at Meridian. He returned.to Calif. late Tues, night. The travel expenses amounted to $215.12 and the 'labor was �- days at "6Q.7--p24O- for a total of `455.12. ,nclosed are the vouchers turned in to me -by Ray as well as an invoice for your files. 7Juld you please issue a check for us in thin amount of :455.12. Thanlx you, Yours truly, 31ob Baldoc'. '1 --ase nota our na:•r ar.dross above. 1. 1 Real Estate Developers P.Q. Box 1847, 98009 301 116th Ave. S.E. Suite 580 Bellevue, Washington F98004 Tel. 206/455-9696 Y 1 1 C 1, 1979 Mayor Joseph Glaisyer Mayor of Meridian City of Meridian 728 Meridian Street Meridian, Idaho 83642 RE: Cherry Lane Golf Course Dear Mr. Mayor: On July 2, 1979, I had the opportunity of meeting with Ms. Lovan and observing first hand, the condition of the Meridian golf course. Although I am far from expert in course maintenance, I did serve as Chairman of the Greens Committee for Glendale Country Club, Bellevue, Washington, for 8 years. During that time I was responsible for the redesign and reconstruction of 11 of the original 18 holes, and further charged with the responsibility of the maintenance of the course. This entailed hiring the greens superintendent and working with him on a regular basis.' I mention this only to affirm that my,comments.are not those of an absolute novice. I believe the greens are in good condition and with the proper care, including abundant watering, fertilizing, plugging, verta- cutting and proper mowing at the appropriate height, they could improve to an excellent condition. The fairways and rough have some obvious problems. I tend to agree with one of the members of the crew who suggested that small pebbles were getting into the irrigation system prohibiting some sprinkler heads from performing at the maximum capacity. The roughs need some attention, since they are an integral part of the golf course. The word "rough" on a flat golf course does -not 1 mean letting that area turn into weeds, but instead,' it should be mowed at a higher mower setting than the fairways. ' Without belaboring a long list of incidentals pertaining to the golf course and its maintenance, I believe that it is best to get directly to the points of concern. It is my feeling that Ms. Lovan 1 1 1 'AMONG THE OVER 300 GOLF COURSES DESIGNED BY OUR FIRM, tmaana Golf. Club, Papeete, Tohiti conic Properties'$ Militant Golf Club, Honolulu, Hawaii twin's Paradise Pines GoIF Course, Paradise, Calif. N Glacier Golf Club, West Glacier, Mont. Otis Air Force Bose, Massochusetts nguet's Horse Thief Country Club. Tehachapi, Calif. -i d Pacific Country Club, Koltun, Hawaii (redesign) Lcwisten Country Club, Lewiston, Idaho �rweod Forest Golf Course, Sanger, Calif, nss's Les Robles Greens Golf Club, Theusend Oaks, Calif. Olemano Golf Course, Honolulu, Hawaii ragman Valley Muni, Spokane, Wash, ksen Hale Gall Club, Jackson Hole, Wye. in Reck Golf Course, Nopa, Calif, Four Hills Country Club, Albuquerque, N.M. F.rAir Force .Base, Colorado Crock Country Club, Chico, Calif. .yinG Country Club, Flagstaff, Ariz. Crane Geek Country Club, Boise, Idaho Ikoro Air Farce Bose, Hawaii rat d* Tierra Country Club, Salinas, Co. s. Sawyer Air Force Base, Michigan Swallows Neil Golf Course, flo'loon , Washington ($rad 9) rd Golf Course, Honolulu, Hawaii ttar Muni, Albuquerque, New Me%. Cady Golf Club, Cady, Wyoming. Share Course, Monterey Peninsula Country Club, Po661* beach, Calif. ,endo Hotel Golf Course, Las Vegas, H.vado Tyndalf Air Fort. Base, Florida mos G.If CIug 6, Klamath Fells, Oreon o Muni, Pelee, Washington Joaquin Country Club, Fresno, Calif. Garin-Monrhon Air Force Bot*, Arisen. �sa Gnero Golf Course, Asus., Calif, ards-G*ba,.r Air Fen* Base, Mnwwi Oel6ra,th Muni, 00610n4, Cord .NeCho,d A•, Fort. Bat*, Washington �dGolf CIu6. Bend, Organ (Ind 71 Y- I. Lo:es Geif Course. Coo,t.geld, C.0 ,toad Air F.,,* bo•.*. V*•ed. tt Velr.r Counr,. C',.6, Grass vnc*r, CuLf 1 and SON "Fine Courser at Sensible Cosi' 'L 2V 1 3001 REDHILL AVE.. BLDG., SUITES # COSTA MESA, CALIF 92626 TELEPHONE: A/C 714, 557.2097 Aug. 6, 1979 Mr. Don Leavitt Leavitt Nupacific Bellevue, Washington Dear Don, On my visit to Boise last week, Gene Wright and I looked over the Cherry Lane Golf Course. We tried to get Rich Stanwood to go over the course with us but he had a meeting to attend. We found the course in better condition t1.an on my last trip, but still a long way to go. The greens are young and tender and are literally be- ing worn out with the heavy triplex putting green mower. The fairways have dry spots; mostl;; due to clogged sprin'_clar nozzles. Someone has been moving some of the sprinklers around,: without proper training in fixed outlet irrigation. The hand work on the course is not being done: weeds around the edges of tees; high grass around posts, trees, etc. The sand traps need manicuring. Some tre..s have died and need replacing, The improved lots around 7 green and 8 tee have block- ed off the drainage in that area and two dr;; wells need to be dug. Several mounds need mulching and special attention. Many of the ditches that wet -o dug to replace pipe ' Mayor Joseph Glaisyez July 5, 1979 Page 2 1 has been left with a horrendous task of maintaining the golf course with little or no professional assistance. She is ' obviously trying to do a first-rate job but unfortunately, because of her lack of experience in this field, she does not have the proper guidance that is necessary to know what items ' should take priority. It should be recognized that Ms. Lovan'.s short term experience, coupled with the fact that this is a brand new golf course which will require considerably more care and attention in the early stages than would a more mature course, leads to a situation that could have an extremely adverse effect on the entire project. 1 1 1 1 1 1 LI 1 So that my remarks are not misconstrued, please recognize that be it Ms. Lovan or an experienced greens superintendent, there are still many kinks that must be worked out on a brand new golf , course. This cannot be accomplished in its entirety within the first or even. the second year, but there should be a steady progression toward that ultimate goal. In my meeting with Ms. Lovan, I explained that my company's responsibilities as far as maintenance,.ended'when the course was accepted by the City. On the other hand, and from a more practical standpoint, both Leavitt-NuPacific and the City of Meridian are sincerely concerned that the entire Cherry Lane.Subdivision and golf course turn out to be a first-class project and a credit to the City. In a spirit of cooperation, I have made the .following overture to Ms. Lovan: I will contact Mr. Bob Baldock, the golf course architect immediately, and have him come back to Boise at our company's expense, in order to: 1. Replace certain sprinkler heads along the perimeters of the existing fairways that spray water on the houses. 2. Correct or replace any of the clocks that are not working properly. 3. Inspect the screening device for the pump in the reservoir, since one of the major problems seems to be small particles or pebbles getting through the screen and into the pump, either clogging the pump or some of the sprinkler heads further down the line. If Mr. Baldock finds that the screening device is inadequate, I will have him design an appropriate screening device which our company will pay for and install. It should be noted, however, that the pump and screening device now installed in. the reservoir, is the same being used in many other golf courses throughout the country and that this type of system requires constant, daily maintenance. ' Mayor Joseph Glaisyer July 6, 1979 Page 3 4. And finally, to create a thorough check -list for ' Ms. Lovan, outlining an appropriate continual golf course maintenance program. Let me emphasize, as I did with Ms. Lovan, that what I have proposed is technically not the responsibility of .Leavitt- NuPacific, but is in fact, the responsibility of those people who are now maintaining the golf course. In order to help assure a better finished product and recognizing that Ms. Lovan ' is working on a limited budget, we are willing to expend the additional costs involved in helping to correct the above mentioned items. On the other hand, it should be noted by both the City and Ms. Lovan, that the original concept for deeding the course golf over to the City was in part, to alleviate our company from future responsibility as to the operation costs of the golf course. Since we derive no income from it's revenue, I do not feel it either ' fair or appropriate that we make additional contributions to either ` capital improvements or golf course maintenance. ' I have suggested to Ms. Lovan that she make an immediate effort to hire a knowledgeable golf course superintendent who could in turn, hire an adequate maintenance crew. It should be recognized that ' the land that has been deeded to the City for a municipal golf course, encompasses not only the fairways, but the roughs and perimeters up to the property lines of the surrounding lots and that total amount of property is the responsibility of both the ' City and those that are maintaining it. ' There are 3 groups that are concerned and involved in the ultimate outcome and appearance of the golf course, the City of Meridian, Leavitt-NuPacific as the Developer, and ids. Lovan and her associates. I hope by our involvement at this time, some of the existing problems can be resolved. It is my intent to be in Meridian within the next 3 weeks for the specific purpose of reviewing th& condition of the golf course and meeting with Ms. Lovan as to the progress that is being made. I will certainly keep you informed and will hope- fully be able to give you a report at that time. 1 n Respectfully yours, LEAVITT/NUPACTFIC alH. Lea itt . cc: JUB Engineers Mr. Paul White Air. Bob Baldock DHL/pb City Council Members: Bill Brewer Marvin Bodine Grant Kingsford Richard Williams 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 To: Don Leavitt Page 2 Au-. 6, 1979 that was frozen have not been filled in as yet. In sl=mary, the course needs expert and experienced supervision and workers that spend less time on power equipment and more time on hand labor. Sincerely, Bob Baldock 1 1 n 1 1 1 3910 Star fake Road Auburn, Washington 98002 (206) 852-7988 October 11th, 1979 Mr. Donald H. Leavitt Leavitt Nupacific !� . Post Office Box 1847 CE/ �� 301 116th Avenue Southeast 'r Vt�p Bellevue, Washington 98004 �I 1 Dear Mr. Leavitt: My qualifications as a golf course consultant are as follows: Golf Professional 27 years Apprenticeship, 5 years Class "A" PGA Professional, 22, years Western Washington Branch Pacific Northwest Section PGA 6 years Secretary/Treasurer PGA of America Pacific Northwest Section .2 years Secretary/Treasurer PGA of America Pacific Northwest Section 2 years President PGA National Committee Constitution and By Laws 2 years PGA National Board of Control 2 years PGA of America Pacific Northwest Section Board of Directors 2 years Vice President (current Northwest Golf Course Superintendents Association 3 years Secretary/Treasurer My practical experience began in 1951 at Foster Golf Links, Tukwila, Washington, ' where I was involved in all phases of the golf business; pro -shop management, restaurant operations, and grounds maintenance. At the time of the sale of Foster in May, 1978 to the City of Tukwila, I was co-owner and operator. If you have need for further information, please do not hesitate to call me. ' Sincerely yours, William A. Aliment PGA Professional 1 ' In addition. to the above listed, I found other maintenance equipment; cup setters, hole changers, grease guns, oil, etc. There were also several varieties of Scott's fertilizers which indicates the course was or is on the Scott's fertilizing program. While on the course, I observed the maintenance man top -dressing with a Ryan top - dressing machine. Conclusion: The equipment found appears adequate for the maintenance of a nine -hole ' golf course, providing the people handling this equipment have received proper instruction. ' Pro -Shop Clubs (Titlest, Spaulding Elite, Power Built Citation, PGA Varden Cup) ' Bags Pull Carts Balls ' Shoes Sweaters Club covers All of the accessories the average golfer would need or want were available in this area that seemed to be approximately twelve feet by eighteen feet in dimension. All the merchandise displayed was of pro -line quality. A lady with whom I was not fam- 1 3910 Star Lake Road ' Auburn, Washington 98002 (206) 852-7988 1 October 11th, 1979 Mr. Donald H. Leavitt ' Leavitt Nupacific Post Office Box 1847 ' 301 116th Avenue Southeast Suite 580 Bellevue, Washington 98004 ' Dear Mr. Leavitt: Pursuant to your request, on October 9th, 1979, I flew via United Airlines to Boise, Idaho, where I was met by Mr. Paul White of White -Riedel Realtors of Boise. We pro- ' ceeded to the main offices of JUB Engineering for a meeting with Mr. Eugene W. Wright, P.E., Assistant Boise Area Manager, and Ms. Marilyn Olmstead, E.I.T., Assistant Design Engineer. We spent some time going over the plans of the Cherry Lane Golf Course locatee ' in Meridian, Idaho. After lengthy scrutiny of the desgins, we all drove to Cherry Lane. The following is a recap of my findings and observations during the tour and inspection. Maintenance Equipment ' 1 Five -gang Jacobsen fairway mower 1 Jacobsen triplex tee and estate mower 1 Jacobsen greens king equipped for verti-cutting of greens 1 Jacobsen greens king equipped for mowing the greens ' 3 Extra mowing heads for the greens (1 new; 2 slightly used) ' In addition. to the above listed, I found other maintenance equipment; cup setters, hole changers, grease guns, oil, etc. There were also several varieties of Scott's fertilizers which indicates the course was or is on the Scott's fertilizing program. While on the course, I observed the maintenance man top -dressing with a Ryan top - dressing machine. Conclusion: The equipment found appears adequate for the maintenance of a nine -hole ' golf course, providing the people handling this equipment have received proper instruction. ' Pro -Shop Clubs (Titlest, Spaulding Elite, Power Built Citation, PGA Varden Cup) ' Bags Pull Carts Balls ' Shoes Sweaters Club covers All of the accessories the average golfer would need or want were available in this area that seemed to be approximately twelve feet by eighteen feet in dimension. All the merchandise displayed was of pro -line quality. A lady with whom I was not fam- 1 1 Mr. Donald H. Leavitt October 11th, 1979 Page Two 1 iliar appeared to be handling the shop. 1 Conclusion: There was no professional on the site at the time either to fit and/or equip golfers or to give lessons. ' Golf Course A walking tour of the course itself included Paul White, Gene Wright, Marilyn Olmstead ' and myself. We started on what would be the first tee according to the score card. (As laid out by the architect, this tee would actually be the ninth.) 1 1. Teeing areas. These showed adequate amounts of grass where they had been watered and fertilized on a regular basis. On several of the areas, the sprinkler heads were obviously not operating ' and the grass was sparse from this lack of water as well as the lack of proper fertilization. The tee markers had not been moved often enough for the amount of play over them, therefore causing prolonged divets in any one particular area. These areas have not 1 been maintained properly by top -dressing and over seeding to allow them to rejuvenate and fill-in to a smooth surface. 1 2. Fairways. Portions of several of the fairways lacked water and fertilizer causing the grass to be sparse and the ground cracked. In these areas it is obvious that the water system had been in- operative for some time before it was repaired. The ditches that were dug for repair were not completely filled-in and leveled to existing elevations nor were they re -seeded. New sprinkler heads were inadequately installed at severe angles. A few areas appeared 1 over watered to the point that water is actually standing and reeds beginning to grow. Nothing has been done to keep these areas.dry. It gives the impression the water system was turned on and left to 1_ run without any surveliance. 3. Greens. The greens were being top -dressed and it was difficult to ascertain the amount of grass, although it did appear to be adequate growth for a new course. The material being used was being applied by a Ryan top -dressing machine but without any prior aerification to the greens. The material was a medium -coarse sand and ground bark. This seems incompatible with greens that have not been aer-- �- ified.. While trying to water the mixture into the grass, the bark came to the surface and the sand into the grass. One or two of the greens appear to have some blank spots but it was difficult to tell through the sand and bark that had been spread over them. Some of the greens seem smaller than the architectural design. Where the maintenance people mowed, they dial not get the mower to the edge of the green so the fairways and approaches encroach into the green area. These could be re -cut during the growing season and the greens opened up with proper care to their original design. r r I I r r 1 Mr. Donald H. Leavitt October 11th, 1979 Page Three 4. Driving range. The main water line to the driving range has been cut off and capped. The grass that is left has been totally ne- glected and left to grow into brambles and briars. This area will have to be completely re -done to bring it to any feasible use. Conclusion: In my final analysis of the overall maintenance of the golf course, the areas that are hard, sparsely grassed, and/or inadequately main- tained, seem to be caused by the breakdown of the water system. Proper fertilization was an impossibility due to the lack of water necessary after an application.. The design of the water system appears to be adequate for a nine -hole course, if you were to make a minimal modification by moving a few sprinkler heads to allow for prevailing winds and the contours of the course. I also noticed while on the tour, thirty-five to forty percent of the trees planted had perished. Again, it appears the lack of water is the cause. The general design of the golf course is most compatible with public course play. Should you have need for further information or wish to discuss any further ideas, I will be most happy to meet with you at your convenience. Sincerely yours, William A. Aliment PGA Professional C_C SEP 7w 1 Cu'L i 'cher I ry lane recreation, inc., 2040 interlachen way, meridian, idaho 83642 Rich ' Stanwood pro pga member September 10, 1979- 1 Dear Mayor, It is time for the city to consider the agreement between NuPaci£ic treasure Company and the city proper in its agreement to take over the golf course. 'valley's This agreement will reach the one year mark on the 2nd of October 1978. quality public If you will refer to the minutes of the Meridian City Council golf club meeting datedOctober 2, 1979, the city accepted the golf course on the ' stipulation that 9 items be corrected. The following is the status of those nine'items. ' private #1. The well is not large enough to supply the necessary water and to sprinkle the course. group #2. Has been completed. ' Instruction #3, Cement ditch in fairway seven and eight is still exposed. #4. The electrial system has never operated correctly. #5. A written agreement on land should be provided. ' driving #6. No building was provided for the electrial panel boxes. range #.7. Bridges were installed on #5 fairway, ramps not completed. %8. Ramp curbs not completed. The ones that have been installed ' are not wide enough to accommodate equipment. cart X69. Repair of 6" water line not completed. rentals ' I would like to meet with you and the council at the golf course at your earliest convenience, There are other inadequacies at the course that complete should be pointed out to you. line of 'golf clubs, clothes, Very truly yours, shoes and accessories 1 ' phone (208) ' 888-4080 Marvin A Orgill ARCH_! T E CT Architecture Land Planning Contruction Consulting ' west 41$ twentieth avenue Spokane, Washington 99203 535-3716 1 ISeptember 16, 1979 1 Meridian City Council ' Meridian City Hall Meridian, Idaho 33642 ' Gentlemein: At the request of the Chnrles Haydar Company, representatives for Royal Coach Irrigation Equipment, 1 examined the construction of the Cherry Lane Golf Cour3e. I observed numerous mal -functions of the irrigation system as well as ' several dd6ficiencies in ttha design and/ or installatiop of the system. The mal -functions are as follown: 1) Field controllers do not work on automatic..from the mnstar control_ 2) Field controllers with the exception of the one next to the pump r station do not turn or, the pui„ps. 3) Some sprinkler valves are connected to more than one controller ' station causing double or triple watering raeulting in wet conditi. those that nuke maintenanco impossible in areas. 4) Numerous sprinkler heads are not set properly causing excessive ' flooding of some areas and lack of water in others. 5) Sprinklers do not come on full pressure when turned on causing lac° of stream breakup which results in Washouts on greens. The design and/or installation deficiencies are as follows: 1) Pumping system is not able to function properly: a) Lack of constant pressure on the irrigation lines causes air ' pockets to form which result in blow outs of line when pumps are turned on. 1 1 1 tieridian City council Septizmber lb, 1979 ' b) pressure release pipe in lake is e:cusirg sand to close intake to F,umPS. ' c) pump does not -,.Lurk from field controllers. d t pu�.�Fra must be started manually to use quick couplers. ' 1143ve coverc fire t!P_ aged and are not adaquate for se:rvicinq ' valves. ef,ri.�.klc.r h�a's are improperly plc+cad and overspray ota pauses gilonr f airways. ' ppias r.ronsirn overirrigetion ditch is not adequate. �nintc were not it1sta2loc, or spriW'3er het3cis. ' ur4 N r `rol rar, is ;irindequate bemuse:. b: . pro^,_ Ell Too f-ur y N,ei icer or.e on at one tirr.e for pump capacity at Burse: ' ti,ie i.ncrenents. b.; Control doe tin, L allow f.or tarty variation of water reauirerre3nt9. Soil on i.iotincis is not adequate for turf to grow. t:tlile ttivra tire uthnr deficiencies or, this no.f Cnurge ir, my opinion--- hur: es too close to rani f cutirae Jr. sor;e critical areas For eYttnplc--1 friel that with sane re-vrork of the course most of them can be rectified. ' would he plear.tA to talc, ilitti YOU re-carding the implementation of Lorrectiorn- arse Lhr cost of some at your convenience end would also be at r�ilcb.le tc cfisCj_-sr, these discrepancies with you and the other parties involved. ly fees for th::se disCULsions would be $3,-.%'1'/day and expor.ses, air fare ' from Spokane and lodging. It is not possible at this ti•~e co 'determine et .cost to correct deficiencies as snore thorough exa:oinattDndiscuasowouldb�►ith roquirod, which;I am qualifiEd to do and would he happy YOU. While 1 cannot condone this type of construction and design Of this golf course, I cannot be critical of it either as I have r-o knowledge ' of the co.t of deisigri and constructio,. As this letter dues tend to be critical of ttle nalf course and the designer and builder. I would auk that these remarks be kept in conf ide+lce. 'Respectfully, Ittnrvirr nrn i t 1 I 1 FIELD CONTROLLER ■ F B D C E A' V) 0 z 0 PUMP ON ' takes place in on fairways 10 lag 0 z � 20 takes place Sprinkling 30 L CL W 40 on all greens H z. a tees on fairways � 50 i 3 a 4 60 CL Cn W W a_ Q Ic a 70 s ' so ' 90 PUMPS OFF �n 1 Sprinkling V) 0 z C x �L Q V5 O z c Sprinkling takes place in on fairways lag 0 z C x �L Q V5 O z Sprinkling takes place on fairways 5 a 6 _C c„ c - c L X Sprinkling � CL takes place Sprinkling 0 z L CL CD on all greens takes place a tees on fairways o x i 3 a 4 CL Cn o Z Q Ic s �n Sprinkling o takes place z on fairways _ 7,889 ^ Sprinkling takes place on fairways 5 a 6 _C - c L X Sprinkling � takes place L CL on all greens Z a tees o x FIG. CONTROL SYSTEM FLOWCHART 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Field Controller F Fairways 1,2 Station 1- 10 Sprinklers 2-12 Sprinklers 3-10 Sprinklers 4 -II Sprinklers 5 6 7 8 Timers 9 Only to 11 Field Controller B Fairways 3,4 Station I I - Timers 2 Only 3-10 Sprinklers 4-11 Sprinklers 5-12 Sprinklers 6-12 Sprinklers 7 8 Timers 9 Only 10 II Central Programmer Function: Turns on all field controllers simutaneously Field Controller D Fairways 7,8,9 Station 2 Timers 3 On ly 4 5 -12 Sprinklers 6-12 Sprinklers 7-10 Sprinklers 8-12 Sprinklers 9 ]Timers- 10 Only II Field Controller C. Fairways 4,5,6 Station 2 4 Timers 5 Only 6 7 8-12 Sprinklers 9-12 Sprinklers 10-IOSprinklers II Timer Only FIG. 2 Control System Schematic Field Controller E* Greens 4,5,6,7,8 Tees 516,7,8,9 Station 2 3 4 Timers 5 On ly 6 7 8 9-10 Sprinklers 10-IOSprinklers II-IOSprinklers NOTE: Sprinkler heads operated by controllers E and A operate simultaneously. a This program will allow 5 minutes of watering time for each sp6nkler. 0 Station. 1- 5 Minutes 2-5 Minutes 3-5 Minutes 4-5 Minutes 5 6 7 8 9 10 II O Station 1-20 Minutes 2 3-5 Minutes 4-5 Minutes 5-5 Minutes 6-5 Minutes 7 8 0 II [i] Station 1-40 Minutes 2 3 4 5-5 Minutes 6-5 Minutes 7-5 Minutes 8-5 Minutes 0 II WU Station 1-60 Minutes 2 3 4 5 6 7 8-5 Minutes 9-5 Minutes I0-5 Minutes 11 FIG. 3 Example Program E� Station 1-60 Minutes 2-15 Minutes 3 4 5 6 7 8 9-5 Minutes 10-5 Minutes II -5 Minutes + NOTE: Sprinkler heads operated by controllers E and A operate simultaneously. Pumps on a off Field Controller A* Greens 1,2,3,9 Tees 172,3,4 Station 2 3 4 Timers 5 Only 6 7 8 9-8 Sprinklers 10-8 Sprinklers 11-8 Sprinklers A� Station I - 60 Minutes 2-15 Minutes 3 4 5 6 7 8 9-5 Minutes 10- 5Minutes II- 5 Minutes FIELD CONTROLLER i F B D C E A an 0 PUMPS ON ... r• Sprinkling c ' takes place ` rL 10 on fairways 18i 2 0CL c 20 co �• Sprinkling o z rn ' 30 '~' takes place on fairways IN 3 4 4 o z ca 40 '��• a W Sprinkling o takes place z � 50 ..... .,... n •��:. ti•. on fairways C 7,8 8k 9 C 60 Cl) z Sprinkling z co a 70 — takes place on fairways cn ti`• 5 a 6 80 o z � ` ` •a• Sprinkling takes place N cn allogreens z 0 tees 90 PUMPS OFFI z ' Fl G. CONTROL SYSTEM FLOW CHART i 1 Field Controller 8 Fairways 3,4 Station I I ' Timers 2 Only 3-10 Sprinklers 4-11 Sprinklers 5-12 Sprinklers 6-12 Sprinklers 7 8 Timers 9 Only 10 II Central Programmer Function: Turns on all field controllers simutaneously Field Controlle D Fairways 7,8,4 Station 1 2 Timers 3 On ly 4 5 -12 Sprinklers 6-12 Sprinklers 7-10 Sprinklers 8-12 Sprinklers 9 ]Timers 10 Only II Field Controller C Fairways 4,5,6 Station 3 Timers 4 Only 6 7 8-12 Sprinklers 9-12 Sprinklers 10 -*Sprinklers II Timer Only FIG. 2 Control System Schematic Field Controller E* Greens 4,5,6,7,8 Tees 5,6,7,8,9 Station 2 3 4 Timers 5 Only 6 8 9-10 Sprinklers 10-IOSprinklers I I--10Sprinklers NOTE= Sprinkler heads operated by controllers E and A operate simultaneously. 1 - This program will allow 5 minutes of watering time for each sprinkler. F Station- 1- 5 Minutes 2-5 Minutes '3-5 Minutes 4-5 Minutes 5 ' 6 7 8 9 10 II 1 0 Station 1-20 Minutes 2 3-5 Minutes 4-5 Minutes 5-5 Minutes 6-5 Minutes 7 8 0 II , Station 1-40 Minutes 2 3 4 5-5 Minutes 6- 5 Minutes 7-5 Minutes 8-5 Minutes 0 II F -C] Station 1-60 Minutes 2 3 4 5 7 8-5 Minutes 9-5 Minutes 10-5 Minutes if FIG. 3 Example Program E� Station 1 -60 Minutes 2-15 Minutes 4 5 7 8 9-5 Minutes 10-5 Minutes If -5 Minutes NOTE: Sprinkler heads operated by controllers E and A operate simultaneously. Pumps on Ek of f Field Controller A* Greens 1,2,3,9 Tees 1,2,3,4 Station I 2 3 4 Timers 5 Only 6 7 8 9-8 Sprinklers 10-8Sprinklers 11-8 Sprinklers Station 1-60 Minutes 2-15 Minutes 3 4 5 6 7 8 9- 5 Minutes 10-5Minutes II- 5 Minutes ' Field Controller F Fairways 1,2 ' Station 1- 10 Sprinklers '2-12 Sprinklers 3-10 Sprinklers 4-11 -Sprinklers ' S 6 7 Timers 8 Only 9 ' 1 11 1 Field Controller 8 Fairways 3,4 Station I I ' Timers 2 Only 3-10 Sprinklers 4-11 Sprinklers 5-12 Sprinklers 6-12 Sprinklers 7 8 Timers 9 Only 10 II Central Programmer Function: Turns on all field controllers simutaneously Field Controlle D Fairways 7,8,4 Station 1 2 Timers 3 On ly 4 5 -12 Sprinklers 6-12 Sprinklers 7-10 Sprinklers 8-12 Sprinklers 9 ]Timers 10 Only II Field Controller C Fairways 4,5,6 Station 3 Timers 4 Only 6 7 8-12 Sprinklers 9-12 Sprinklers 10 -*Sprinklers II Timer Only FIG. 2 Control System Schematic Field Controller E* Greens 4,5,6,7,8 Tees 5,6,7,8,9 Station 2 3 4 Timers 5 Only 6 8 9-10 Sprinklers 10-IOSprinklers I I--10Sprinklers NOTE= Sprinkler heads operated by controllers E and A operate simultaneously. 1 - This program will allow 5 minutes of watering time for each sprinkler. F Station- 1- 5 Minutes 2-5 Minutes '3-5 Minutes 4-5 Minutes 5 ' 6 7 8 9 10 II 1 0 Station 1-20 Minutes 2 3-5 Minutes 4-5 Minutes 5-5 Minutes 6-5 Minutes 7 8 0 II , Station 1-40 Minutes 2 3 4 5-5 Minutes 6- 5 Minutes 7-5 Minutes 8-5 Minutes 0 II F -C] Station 1-60 Minutes 2 3 4 5 7 8-5 Minutes 9-5 Minutes 10-5 Minutes if FIG. 3 Example Program E� Station 1 -60 Minutes 2-15 Minutes 4 5 7 8 9-5 Minutes 10-5 Minutes If -5 Minutes NOTE: Sprinkler heads operated by controllers E and A operate simultaneously. Pumps on Ek of f Field Controller A* Greens 1,2,3,9 Tees 1,2,3,4 Station I 2 3 4 Timers 5 Only 6 7 8 9-8 Sprinklers 10-8Sprinklers 11-8 Sprinklers Station 1-60 Minutes 2-15 Minutes 3 4 5 6 7 8 9- 5 Minutes 10-5Minutes II- 5 Minutes 1 1 SAMPLE WATERING CYCLE ' This example uses a five minute watering time for each sprinkler. Refer to figures 2 and. 3 for clarification. 1 1 1 1 1 1 1 0 5 16 1. All field controllers turn on simultaneously. Field controller F opens 5 automatic valves causing 10 sprinkler heads to begin sprinkling. All other field controllers being marking time, but turn on no sprinklers at this time. 2. After 5 minutes station in field controller F changes to 2. Station 1 valves close and station 2 valves open. The 10 sprinkler heads on station 1 stop sprinkling, the 12 heads on station 2 begin sprinkling. All other field controllers are still on station 1 continuing to mark time. 3. After 5 additional minutes field controller F changes to station 3. Station 2 valves close, station 3 valves open. The 12 heads on station 2 stop sprinkling, the 10 heads on station 3 begin sprinkling. All other field controllers are still on station 1 ' continuing to mark time, but, turning on no sprink- lers. 1 4. After 5 more minutes, 15 minutes since the field controllers all turned on, field controller F 7 changes to station 4. Station 3 valves close, station 4 valves open. The 10 heads on station 3 stop sprinkling, the 11 heads on station 4 begin sprinkling. All other field controller are still on station 1 continuing to mark time. 1 1 I 1 1 1 1 1 1 E 0 L7 5. Twenty minutes into the watering program Field Controller F runs out of "hot" stations. It switches to Station 5 which.controls no sprinklers. Station 4 heads stop sprinkling.. Simultaneously field controller B switches to station 2. Station 2 has no time programmed so the controller swtiches to station 3. This station opens 5 valves and 10 heads begin sprinkling. All other field controllers are still on their station 1 except controller F which has turned itself off. 6. Field controller B runs through its "hot" stations in an identical manner to field controller F. Forty minutes into the watering program field controller B shuts off and field controller D switches to station 2. Stations 2, 3, and 4 have no time programmed so the controller swtiches to station 5. Station 5 in field controller D opens 6 valves and 12 heads begin sprinkling. 7. Field controller D progresses through its "hot" stations and after a total time lapse of 60 minutes, controller D has completed its watering. Field controller C becomes active. Now only field controller F and A are marking time. Controllers F, B and D have shut themselves off. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 101 qll S. Field Controller C progresses through its "hot" stations and after a total time lapse of 75 minutes controller C has completed it watering and shuts off. This concludes the watering of all fairways. Field controllers A and E now become active simul- taneously. All tees around the course being sprinkling on station 9, controllers A and E. Stations 10 and 11 each water 2 heads per green. 9. At 90 minutes total elapsed time field controllers A and E have completed their programs and shut off. The pumps shut off simultaneously.