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HomeMy WebLinkAboutGem Estates Project (2)Meridian City Hall t. April 7, 1975 ' IMeetingcalled to or er b the ayor_Don M. Store Councilmen present; W. D Skiver; Kenneth Rasmussen; Marvin Bod ne'w John Navarro Davell•Gordon Geo others present: BreLerHaddockl Fraris:,_, rua; Jim Fairchild; Vern Al Clever; Doris 0 eman -iaso Ray 'Foss; n• Jac J. Barbee` gottis; John^ Linda Lund; Jack Dowdle; Krishnek:J'ohn F'i R _.fir one ld•_J Crawford; ss Groves; GroMargaret esti Mockvitz Minutes of previous_- gs were read and approved. -and Jack Dowdle was present We at- Ric Orton. the arehi tc -the-1 ectal_en discuss eini the Roy Wood property y-of-West-7tirStreert-- ineer,presented the 'ProposaLl facing -- - of West Pine develoEment for multiple family ilensity, Wayne Skiver pre sent _d„th find ngs of the Plannin d Zo i C mmission. It was recited in th the present structur it minutes s adloini that it was their desire }e_-family-dwo-1 these two streets. t ; at P e o e and Broadva: The Developer had ho and felt that for th � d t� brie_ use all he these lots for twc as ging for the lands story an mult othe — -- ple dwellings would be too costly._ Ric Orton su_ggested____ hat This --d a family tie.on_ be reconsidered facing Pine and B to, in. gl� __sto_r- multiplex instead of sing oadwa . Mr. Skiver read from the above property b.e the Ilanning restricted nd Pine. and Zoning minutes to single familyore of Ma sto ch 31st strictures recommendinj ong property facing Broadway !� Jack Dowdle stated that _ - t th to f eir p _ fro p nance this for M Zo ans consist of two story d the could meet_ t - - y _� ...._ ..- rt iex expensive and this land. - - matter be taken back duplex eir nanci n all lots..: _ obleSoml _ rve --- - --- _ Mr. Dowdlestatedth�t meet is the best way ment that ntens v-Pro evelop-� develop- op The Mayor recommends A special meeting was tha _ set to the Plan ing and nday,TAApril 14_th� 1c.75 ing Commission and t to discuss this matter with the Planaing and e City Coun il. so - to hQT 31st are hore eid he- Co nuts .on i rforna 2�+Dlaneaow my Zoning for a cha_ge fZoningcomm ga C _ YranL - ne_ 1/pdi le -.. wFarchierwon t est of Lind._ proposal in a request t Comme tial. "T x� mer read�i�oaa March 17th and March dopy oT-theeeT3nu a -tfi'e p�anri ng an asion 0 t�i� ese rninu es � Tree Carom�ss3on reed Mr. Fairchild stated nom-ob ec t'6'I in taking away thea be -approves because ends that US ince tha he had e- tive �t s zone c�nge �o contacted theneightorhood mated -Y - a ac f free development,a omme n taken feltthat a people s en�e and they ns rumen I ” this should - - �t�s 1�� nner �h-le e �e xve o e e op Vav-4 M Awn Pl xnni nor and Zoning April 14, 1975. Meeting called to order b the Ghairmanp W. D. Skiver. Mmk§rs Present: Doren Fr etj Al Pi nick Willard Rowley the March 171.h min tes stated recommended multiply Owellings. h 31st 5 ami 1 stery on Pine and Broadway,, for thol Ray Wood X lab in to b .mtjkted--tbat..-ha.-fty(miLdg6ing 27 Marcum and Dowdle. back to the rig 1 motion which OVA ins n the lots. jty c srk that he favored the tip a dwelling Motion of March 17 th. Jack Dawdle i ndica ed thLt his financeing would suit best the Pultiple dwe ing concept. In fact, there was a possibility that they would not con - Sider the development other way. Jack Dawdle also stated that they re providing two off street par" fac lities for each lot, whict was to be placed in back of the apart pts. this mould allow vehicle to drive out of the back parkiag instead of back- out on to Pine and Broadway. Th*e would be 19 lots ia thi i development., The motion was made by en Frost and seconded by Willardl Rowley, that . thecommission roe o mm m to the City Council that the ;roper ;y development _bycum and Dowdle, Gas Estates, accepted for multi-familr dwel Inge, -:,was originally plane and -� passed aro March 17, 1975• -" W. D. Skiver, Cmdrmim Got P i Z a; Ada,nidi Commission; Brace; or; 7@ffif em r e ; Direator;0omo�is ioae ` s; Ramp erid3 as Irrigation; Ray's Add; N LAW OFFICE KENNEDY, THOMAS, SASSER & HAMLIN A,rTORN EYS AT LAW 1414 WEST FRANKLIN STREET P. P- 15OX 2891 BOISE:, IDAHO 63701 ` FRED KENNEDY BRUCE L. THOMAS M. MICHAEL SABSER )KAIENT 13. HAMLIN Mr. David Reeves 1701 Canna Drive Meridian, Idaho 83642 January 7, 1980 Re: Gem Estates Subdivision Dear Mr. Reeves: TELLPHON[ 404.340-3860 I have enclosed a copy of the letter received from Jack Dowdle, the President of Gem Estates, Inc. It is ap- parent from the tenor of Mr. Dowdle's letter that the corpora- tion is not prepared to accept any responsibility for any damages sustained by you as a result of the manner in which the subdivision was developed. It is also apparent that Mr. Dowdle is not familiar with the fact that Title 50, Chapter 13 of the Idaho Code, which provides for the filing of plats when a tract of TaF2is divided into five or more parcels, does not require that the developer sell the parcels as "lots". A vio- lation of the Idaho statutes occurs when the tract of land is divided and sold as five or more "parcels". This is precisely what occurred in the instant case. After you have had an opportunity to review the en- closure, please call nye in order that we can discuss the manner in which you wish to proceed. I suggest that we obtain an opinion concerning the damages sustained by you as a result of the wrongful development of the subdivision and then submit a demand letter to Gem Estates, Inc. and Howard Dunbar. Very truly yours, //4./v ;M 4 " � M. Michael Sasser MMS/ko Enc. Gem Estates, Inc. P.O. Box 386 Meridian, Idaho 83642 Mr. M. Michael Sasser 1414 West Franklin Street P.O. Box 2561 Boise, Idaho 83701 RE:.Gem Estates Subdivision lin I -I V I� FRI. D E C 31 1979 KENNL-►iY. f AIRS & ; A+ UR December 28, 1979 Dear Mr. Sasser: We have received your letter of. December 17, 1979, regarding alleged damages to Mr. David Reeves. Compliance and approval of Plans and Specifications for this subdivision were accepted by the Meridian Planning and Zoning Board, the Meridian City Council and the Ada County Highway District. Building permits were issued by the City of Meridian and the apartments were allowed to hook on to the Municipal water and sewer systems. Also, the streets have been accepted by the :oda Cotinty flighway District for permanent maintenance. All of the property in the subdivision was sold as parcels on a metes .ind bounds descripti.ori :end not on a lot hasis, the ar����!!ent tli.tt we would file a plat when required. The parcel on which Nlr. Reeves resides was included in the original zoning for four-plex apartments. We did not sell tree property to Mr. Reeves and do not know what o reasontoas disclosed at the time of his purchase but have !1 t that information regarding zoning was withheld. We have developed the project according to the specifica- tions of the various agencies involved and believe that we are legal in every respect and have no!, damaged anyone. Y s truly m Estates, Inc. r . ... n .-....a -1 r. J. L. "MIKE" CLARK ASSESSOR MEMBEk OF: INTERNAI10r" ASSOCIAT'IUN OF AS6ESSIN(-. OFF'ICF RS ADA COUNTY COURT HOUSE ANNEX 525 JEFFERSON SI REL'T 8002 PHONE j84d791 AP LPH 0f 14 6,S[SSIIR dt.-)15�, IL7AIt��r Dave LelRo-y '_da r,ounty Prosecutin!; Atto- ney :,da r oun t-,; r ou ^ IH01199 Boise , Tdalio Dear l-1 . LeRo jr: R. NEIL DECHAMBLAU CHIEF DEPLJTti' STUART T. GOWANS I,iOTUH VEHICLE DEPT 1 4:1 ] r J. � I f/ (_ I. F+ r+ I l q '✓ L. C y 7 (;1tdC^ sect(o,l 63-303. PLATTIUG REt?tIIRE17 FOR P,7RICAIL UESCRIT77CN1 .-- Irl 7,tt a. L'S .Litl'tl' til[' dl'sl.'.iil.'t.(Da c'ti a►Il/ t."t(TCt U�j �`("r;l�, r.'t ally L('i i 4A)- 1 U►!l' i'h L' C� .t1IQ L7C� 1t'►1 (i(l'(54�'ii UT; 1QYu, X11 l�'iIC IT' tit C. dL5C.11.(l�t.ti:,1 c'� hlcl.h r j.`Ct"tom �' i I.'a��'ifs .tll�:'LIUn, Ca{1ilL'•t, (.►1 �t,:� '([all,+'lit C.'� irlk' a�bC.5c5(.'i, L`� ITlai.tL ('c( ,("a(l: ,(Itd accts,atc t'0,"f. lr (+ 1Jf1t17('•s['S �' a5ses•517['11t, ili u.d•se •sC.'`c silaf i l: i p t;l(' C-01111Il( 'LCCL1,1JC L t'X 1CC�(�, ald titc c,,'ull.t(! 2e.ci'•c(Ic.L 511aL'.. {.,lL.•�ll't.lhC'l1 p—LLcccd t(.I ;Iavc. 6u.cll .L.alLd pt.atted ()l thc. sa11rP r/1aliYle.•'t as QI'`l :in't (li �ec.tir'rc �0 l314, Idai';(' Ct'dC. l�I,'l (.lt .a�'gp;'n(,t.; ti' •SCctiolt 5C -1.:'1.I. LNFOPCiNG L.XLiLITIC"J CF 1'L�,i A�,SGSS'•I�iJ'f jai CL>ti7'S.-�1hCnC('("L .i1t u((I;tc'ts c'ti a►ly t~'tac.t 'n t'an,d hav(: a►tCi sCCLi i'" Cu,l�'c'.t/Cd pcc'c' (?) Uh m04e 1�a.2tA the•'te.o5, 0L (nve5ted i1tC, h)Lzb cc U -Litt any t{yh-t: thewe.lc►i, a►ld have flat Ced and 1tFl,ybctc, to execute ;Tnd ti'eC a )stat Vii' L 'Ik'c,' 1i1, a5 pn(-'v('de.d c►t - tile thi tteea ( 13) 60,"eycC)tg 5Cc•t-(("1� th ,zct, •ti:c'' Coultil/ 2i'.CL'1d['(t silaj,' noti6y -sotne o,,L i1.(f. C'6 7uch o(UYtevL a,1d pILCr- F �t.e.,tc,'t,s bq maa c!•'t 0thcAk,4c.sc, and demand an executiull L•such )�('zt; (.p such ownc.1.s p.'t01)A,(e.to'rs, wit e.ttelt ►t0cd' an ►w t, Dai C. and ►tegtec-t •tu execu.te al:d 1'i.t.c ir'-t 'tc:cn•ad said plat t0.i thin .th, -4ty (30) dads Wc,lr the •(.s-suaPLcc 06 sac�t ►l�Ixi��, tltc 'L000'tdCa sl•La.-t cawse to be made a Lata! L,b .sLtch tract and iT{tt./ .s112V[';l<ll.; ,t ce 5 sa'tu •the,, X02. Said peat sha•Et be p,,laa�ted L►1 accc.'tdartce wi.tlt n['(lui Lr'ulcI' ,ls cl1 st Ct(ulLS 50- 1301 tiI'IL,U�11 50- 132' (utd ir1 ad(i( t,u'YI, be a(J►led a)id acLltoLo dyed by ttl n.cc0 tuL''.,R'1LL' silczeZ cc',tt<.tiy .that it exec.utcd i•t by 'iL'aSi' ( o,( tIe 0(1(14c nh thv (':('r1C"ts C11 "f '!. ttl tC'ns iiamcd t0 du 6(1, a)id (Fed pL' t %CCO ' d, and, wlle►t su 6i£ed ricr,n teCL':'Lti, sha.et' have. tile aanic e6k t p0h elft puh,pose..s as <6 cxccut0d, achncl('1'Cdcjcd and nc.ccrn.ded by Vic owneu an L,nat-,rt.iCtu'ls titC►llec'fvc.5. A covu,ct s-ta,Cct►le.►t.t op the co.eta a►td cxpcill,ses such prat, su,,Lveykng aJtd heCOn.d.(,lj, k'ra.ir;ced by oat_lt, sha('t be by the aecn.'tdc�t ba<.d be60-ate the. next ee45(on 06 tic cuu►lty boaAd, who .shatt akeow .the eamc. a,ld an.den .the name to tac' p (i c'ut o� the ec'u►ity Z.t asurtt_l, and !0110 s►tafZ, at •the. tame time, Ctssebb Lite s«►ne a,r,c'(t►lt 1>n(r aatu l>' L'►t aet' sevetial' 1'L'ts ort pa'oce .s os Bald subdivided 1ptac i% 5Lu(; as •sc'ssm,'lt.t eltat't be cot'Yectc'd w('th, and iki 1X'ke makme.n 0,6 the gen- tir=c-r(.on 50-131.1 c'c,,q.. 1'a; ehae taxes, and 61,," " 9 a tc: 'cunt to be b'znuy/tt cr2 t6ce 9ene�e c..nu�tt to 7ecovc.t 0o,,, �lte ,tczn�e or( tl2e y fund: 7 ti expense o,r r,.7�, t!(e .tiat.d �� courzty 6e-6o� a.cc( bond m 1?ar�-t'zy aril '9�nae C,cti� < airy Cncc,7.t ! ay dc�ect 7ccandcn9 eacd arc .c ,.7.; Fav-zJlq -ut Tits ob,;c:c teat i e-tofcs, said sdtc_ (urate .(A p-t.,id<:.r, co.y{- rtk,c: de:sc.j,t:bE', a,i�! y leve trz( , , 1 d<zlc a C P tat � h, bl emy nde.s, i u'nu.f y y t sei.'eAa-f pnn, �n at%�,;,r,t�rZ eve, f c'rtLes alcd {n y to accul IatetIf Pteas(`1c tC take j�rn�,c:q, IIU'T3uart.t abc,� C c the CN,` aC/I(,d coc<-7,7Cct the F tCVb-Cem. ct�cCt(��1, J. L Aria his letter of notif zc IR Plat of par ation is B•M• in which of the NW fa„ the The ori several parcels ofhSE 1�uo�tSe�t�f causing were Sold to owner is Wo -land ha'Je been Sold.on 3N. 1W Bold pard to Gem Wood RaY C- &Ehma said the Cit s IncorPorate Lucille. Count to Ada County H of Meridian f d • Gem Estate The parts sold Y Highway DePartgewaY DaPartment or roads' Thus Incorporated to profhetS p nt• , but Part was not raper ties The remainder °�' ashe ecorded by Ada JLC/cb Parcels were cc; Clarence Dave pin.ntingA Ada Collins, Ad,, CauntCountY Reco-,der Don Storey, Mp-yor, City ofngineer Meridian P MAYOR AND CITY COUNCIL Attorney Gary Smith, City Engineer Vernon Schoen, Building Inspector NOTE: There will be Legal Representation and Charges 1 of Dave Reeves. Attached you will find minutes of final action, copy of letter from the Assessor to Mr. Dave LeRoy that was referred to. Copy of the original Plot and all other information is available in the City Clerk's File. Please read minutes and action of Planning and Zoning that are attached. DEC 10 ff79 � , ,1 � | / | i | / | | ' ---------- J--U--B ENGINEERS, INC. 212 10th Ave. so. - Nampa, Idaho 83651 Protect 91:49-2 March 8, 1976 Revised Description of Ingress -Egress Easement Dowdle and Marcum Property A portion of the NW 1/4 SE 1/4, Section 12, Township 3 North, Range 1 West, .Boise Meridian, Ada County, Idaho, more particularly described by metes and bounds as follows: Commencing at the canter of Section 12, T 3 N, R 1 W, B.M., Ada County, Idaho, and running S. 0*09'58" E. 30.00 feet to a point on the South- erly tight of ::way lines of Want fine Ave:tue; thence N. 89446123" E. 114.53 feat, along said Southerly right of way line of West Pine Avenue to a 'point of curve, said poirAt being the. TRUE POINT OF BEGINNING; 0 thence Southeasterly 31.50 feet along a curve to the right having a radius of 2U.00 feet, a tangent of 20.08 feet, a deflection angio of 90013'37" right and whose long chord bears S. 45°U6'48" E. 28.34 feet to a point of tangent; D thence S. 0°00'00" W. 224.18 feet to a point of curve; thence Southwesterly 31.34 feet along a curve to the right having a radius of 20.00 feet, a tangent of 19.92 feet, a deflection angle of 8 946'20" right and whose long chord bears S. 44°53.10" W. 28.23 feet to a point of tangent; thence S. 89.46120" W. 114.23 fact to a point on the Westerly boundary of the SE 1/4 of said Section 12 said point being S. 0009'58" E. 294.18 feet from the said canter o4 Se(;:tiou 12; thence S. 0409'5$" E. 60.00 feat along the said Westerly boundary of the SE 1/4 of Section 12 to a point; thence N. 89`46120'' E, 1.13.89 feet to a point of curve; thence Southeasterly 31.50 feet along a curve to the right; having a radius of ZU.00 feet, a tangent of 20.08 feet, a deflection angle of 90°13'40" -right and whose long chord sears S. 4500615011 E. 23,34 feet to a point: of tangent; thence S. 0000'00" W. 235.82 feet to a point of curva; thence Southwesterly 31.34 feet along a curve to the right having a radius of 20.00 feet, a tangent of 19.92 feast, a deflection angle of 89°46'20" right and whose long chord bears S. 44053'10"-..W. 28.23 feet to a point on the Northerly righc of way line of West Broadway Avenue; w J—U—® ENGINEERS, INC. 2,1 10th Ave. So - Nampa, Idaho 83651 Revised Ingress -Egress Easement Project 9149-2 March 8, 1976 Page 2 1 thence N. 89"46'20" E. 100.00 feet along the Northerly right of way of West Broadway Avenue to a point; thence Northwesterly 31.50 feet along a curve to the right having a radius of 20.00 feet, a tangent of 20.08 feet, a deflection angle of 90°13'40" right and whose long chord bears N. 45'06'50" W. 28.34 feet to a point of tangent; thence N. 0°00100" E. 235.82 feat to a point of curve; thence Northeasterly 31.34 feet along a curve to the right having a radius of 20.00 feet, a tangent of 19.92 feet, a deflection angle of 89°46'20'; right and whose long chord bears Ni 44'53110" E. 28.23 feet to a point of 0 tangent; thence N. 89°46'20" E. 115.08 feet to a point; thence N. 0'00'00" E. 60.00 feet to a point; D thence S. 89°46'20" W. 114.92 feet to a point of curve; thence Northwesterly 31.50 feet along a curve to the: right having a radius of 20.00 feet, a tangent of 20.08 feet, a deflectiou angle of 90x13'40" right and whose long chord bears N. 45006150" W. 28.34 fact to a point of tangent; thence N. 0100100" E. 224.18 feet to a point of curvet thence Northeasterly along a cinrve to the right having a radius of 20.00 feet, a tangent of 19.92 feet, a deflection angle of 69'46'23" right and whose long chord bears N. 44°53'11" E. 28.23 feet to a point on the said Southerly right of way line of West Pine Avenue; thence S. 89*46123" W. 100.00 feet along said Southerly right of way line of West Pine Avenue to they point of beginning. Prepared by: w �REp �-U-B ENGINEERS, Ike. 9'r ��c o r4 Dennis A. King, L.S. IDAK pj /. A copy of This let as been put in the following files also: Gem Estates --9149 Y, Meridan Facilities Plan" -------1933 #4 North Gate No. 3 Subd.---9154 James A. Bax, director DIVISION OF ENVIRONMENT July 10, 1975 The Honorable Donald M. Storey Q Mayor of r'aridi.an 728 Meridian Street 2.1 Meridian, Idaho 83642 Dear Mayor Storey: G] R.ecently our department has received several questions £ron developers inquiring as to who may c0nnPct to the Neridian sanitary Sewer system. Since there appears to be some question as,to our Position on additional connections to the sewer system, we would like to clarify the matter at this time. Apparently, our department has no jurisdiction on subdivisions or land within the City v,hich was platted prior to Jerry Yode_r's letter of May 2, 1973; consequently these subdivisions maybe,. con- nected to the sanitary sewer it the City of Meridian has no objections. Hov:ever, we ti:iould life to point out that Meridian could violate ; is NPDES discharge permit if it continues to allow additional connections to the sewer system, and that once such violations occur, bringing the selvage treatment plant effluent back into compliance with the permit might be difficult. We would also point out that your letter of January 9, 1975 concerning a certificate of adequacy for the Meridian sewage treatment system stated that additional connections 4 to the sewer system would not be allutved. Based on this letter we f: - concluded that the proposed improvements to the water system would = " have little impact on the Meridian sewage treatment System. If additional connections to the sewer system are allowed, we will have to reevaluate our statement concerning the certificate of adequacy. In summary, although our department appears to have no legal '. jurisdiction over subdivisions.pla.tted prior to May 2, 1973, the City., of Meridian may not want to allow additional connections to the .sewer system because of possible violations to the NPDES discharge permit `Vand-possible effects on the certificate of adequacy. If you have any questions concerning this matter, please contact me. Sincerely, _ cc: AGOG rr�� Larry Attwood ri k��RTAfEN'T OF HE 7rTH AN V,ELFARE Central District Ile"11111 Dept. II. P.ivi+l I.nvi r��uwunial IInl,inuGring ';poc. 1 FARMERS & MERCHANTS STATE BANK 703 EAST FIRST STREET. P_ O. FiOX 32H MERIDIAN. IDAHO 83642 September 4, 1975 Don Storey, Mayor City of Meridian Meridian, Idaho 83642 RE: Frank E. Marcum Jack W. Dowdle Alfred J. Goade Dear Mr. Storey: At the request of the above, I report to you that the above today purchased a time certificate of deposit in the amount of $29,800.00 that matures March 4, 1977 for developing Gem Estates, proposed real estate devel- opment. This deposit is being used to secure a loan with our Bank in the amount of $29,800.00 that matures March 4, 1977. Very truly yours, Russell W. Butler Executive Vice President RWB:bjw DA COUNTY HIGHWAY DISTRICT 401 BROADWAY AVE. BOISE. IDAHO 83706 Mike Silva, President Leon Fairbanks, Vice President David A. Weeks, Secretary Jack W. Dowdle 1860 East McMillan Road Meridian, Idaho 83642 January 12, 1977 Re: West 7th Street and Idaho Street Dear Mr. Dowdle: The Deed of Dedication for street right-of-way is accepted and will be recorded. City of Meridian has approved. The street improvements made to date are approved. When all work is completed, including money for three street name signs, the Highway District will accept for maintenance. Sincerely, ADA COUNTY HIGHWAY DISTRICT Elmer E. Soniville, P.E. Director EES:rp cc: City of Meridian ACHD-Cloverdale 0 w" .. ,. NNY :�_`��°.., ,..^� ff ADS J. L. MIKE CLARK � � r ASSESSOR lz MEMBER OF INTERNATIONAL ASSOCIATION OF ASSESSING OFFICERS ADA COUNTY COURT HOUSE ANNEX 525 JEFFEFISON STREET 83702 PHONE 3848791 Iryrrin� U TI I I`J���j'����j I IL Ij L BOISE, S IE ILMI OAHO O GEM Mr. Dave LeRoy Ada County Prosecuting Ada County Court House Boise, !&a O Dear Mr. LeRoy: Atto� ney R. NEIL DECHAMBEAU CHIEF DEPUTY STUART T. GOWANS MOTOR VEHICLE DEPT. 1405 N. ORCHAHLJ AVE. 83704 PIWONE 3848765 11 Jul (0% W& Under section 63-303. PLATTING REQUIRED FOR INTRICATE DESCRIPTION.-- Irt a.ei cases tt�itene. .tile dcrscnip-ti0n a6 a►ty ta..act 06 f -arid, o,'r- tiny L?f ir'c 5ub- di.vtsta►t o' ('.anal, o.�t tohe-ne the de.seni.pti.on 06 one 0A rna�tc. o' •tile. dt'6etent pa.tts a:t pcvtce, s .theteo6, cannot, .tit the. ju.dgm,--n.t o6 the a55Mso -, be made sa�6icte-vttL'y ce.wtain and accuna.te bun- the pu..jposes 06 asse.s,sme.rt.t, the. asse.s.sr,I .shalt nonny .the county neco•,tde't 6henea6, and the county .necorLden shaC- thehe.upolt ptoceed ,t0 have such .Ca.rtd platted .i -n the sane. rnannen a5 1?'tcvi.ded tio.,c .irt .sectt'cot 50-1314, Idaho Code. liters <-It he?66eLh ny .to SCCt<0PL 50--1314. ENFORCING EXECUTICN C)F }?IAT ASSESSti1ENT OF COSTS.--Whe.nevel .tile. c.,tnens a6 any :tAac.t 06 .Nand have cti.vtdc-d and said on cl;vtvcyed v,c.ve (5) on mate pan.t�s .the.rteo6, 0,t .ikivested the pubrc.c with any tight th.eJtein, atd haveoiled and negtected t0 execute and 6iL e a peai ri0-h ne.cund, as pnovtded in the �th.tnteen (13) 6o-'tegc i nc� s ec.t.4 0 Y_ .�ac�(.,..,gte_cou-vt_ty ne.cc-Ided .siwei notc.6y 5arne_ oh_ cLU c6 5ucit awne..n;� aiLd p,'c0- pni-etas by in at' on otheAw-i..ee, aid demand an execu. toil o6 -Such peat; c6 such nwnell-s 0n r�na1-�ni.etah,s, whether not'i e -d an not, 6a.�,E attd negE'e.e.t t(-,e.xecc�.te- and 6i.te ban 'second 5ai.d p£at w'.t.thin -thctty (30) days : a6•ten : ho .issuai'tce o6 s uc(t itot , c , lite ice conde.n .s hai 2 caws e to be made. a. peat o6 .such .tract and artci 6u2vc1r.<II Itc,.c-e.ssa-'t.y .tile-'1e'o.'L. Sacd pt'.a.t tiha....0 be. 1-vhepa.te.d tri acee�dance. wa.t(t rccc{u<. c�'rnc nt:5 in 5cct,ionz 50-1301 t(trzuugh, 50-1.325, trtd •in acfdit.i.t'rt, be si; ned and ac6tow.'-edged by the 4ccend0,wh0 :5ha,e.0 cc.n,titiy that rtc executed i.t by .ncasort n6 tiie 6a%Zwte o6 ti?(? 0.a sc, and n< -tel 60,n .'tecotd, and, when so 6 'c1't. 'tec0:2d, .s(ta.0 have the Barns e600 -t tion aft pcta o5c:5 as i6 execute.d, achnotoi-aged and nc.con-dc'.d by .the. ownclt,s 0n ptopt(('.:tan,5 A conrt.ect s.tateme.rt.t ori tite costs and expenses 0: ) such pkat, aunveyting artd necanctirty, ve'ri1ii.ed by t:atlt, .shate be by tite n.cccrcde-.�. Ca.i.d be6oA0- the. next 5essiovt 06 .the. county board, who slta .. ateow the sable: and ander the. Same to ryc pard otit 0n tite county t rca-�uty, and who shatt, at the Barrie tulle., assess thc. 5amk, apctoit rta.ta upt,n aee .sewiaf &,ts o't pa'tce�.s o6 5atd subdi.v.<'.ded t'tact; sa,it; assc'.s5rn,rtt .6haft be cu.et'.c>c.tc'd Wr'tit, and .�.." k"J`c manners a.s the gen- Se.c.,U.on 50- 1314 cont. PO4 enat ,taxers, and bhai't gu to thege.nenae county bund; u,n-sa.i.d boated marl d..G.nee-t_ ,Suit to be bnough.t cn the name o6 the county bejone any count hav'i_ng juti.-sdic- tion, .to te.covet 6/corr .the said oni.g.i.naC owne" on ptop.vc.i.eto.u, said cast and expeyt,se on pne.pant ny and tecohdi.ng said ptat. Th -&s o�j�.i.e.f. ,i.5 6.inding seveuLe- rvi-obt.e.m.e .Cn atterrp.tiny to accuhatc.ey locate, descn.i.be., and pQat seveta•E' pAope.nti.es and in pu.Ut.kant .to .the above Idako Codes, T woukd i.e-commerid we. .take. p,opeh, steps .to coh*w.c.-t ,the pkobt'.e,r,_ Ptease nate tite. attached. SiiCULCi"y' Ada Coupi t y A-s,6e.e.s o- This letter of notification is for the requesting of causing a plat of part of the NW 1/4 of the SE 1/4 of Section 12,3N. 1W S.M. in which several parcels of land have been sold. The original owner is Wood, Roy C. & Emma Lucille. The parts were sold to Gem Estates Incorporated. Gem Estates Incorporated sold part to the City of Meridian for roads. This part was not sold to Ada County Highway Department, but was recorded by Ada County Highway Department. The remainder of the parcels were sold to Profhets Properties. JLC /c b cc: Clarence Planting, Ada County Recorder Dave Collins, Ada County Engineer Don Storey, Mayor, City of Meridian 0 • AMBROSE, FITZGERALD 8 CROOKSTON ATTORNEYS AND COUNSELOR5 CRANT L.AMBROSE (1915.1968 �2c EAST FIRST- P O. BOX 427 76HN O, FITZCFRALD WAYNE G, CROOK5TON, JR. MERIDIAN, IDAHO $3642 March 3, 1980 TO: Mayor and City Councilmen City of Meridian M : Dave Reeves and Gem Estates Council. Actions: April 14, 1975 - TELEPHONE 886-4461 ARIIA COrTL 20$ Gem EstaLes was approved by Planning & Zoning and City Council for multifamily 19 lots as originally presented ---two story. May 19, 1975 - City Council accepted the plans and specifications of Gem Estates, including drawings, development plans, street plan, profile and storm details, standard details sewer plan, profile and plat. August 14, 1975 - Council accepted Dowdle's proposal not to plat at the present time and there were to be four ownerships until platted. Dowdle agreed to plat when required to do .so (Dowdle letter, December 2.8, 1979) . 1. The first item to consider is a difference between construction and the plans of Gem Estates. .It. appears. that the City Council had .before it on May 19, ,1975, the "Ultimate Development Plan" of Gem Estates, when .it approved Gem Estates., It does not appear, however, that a copy of the development plan was maintained in the files 'or forwarded to Vern Schoen. Therefore, the City had no way of knowing construction had not been in conformance with.the development plan. Mayor and City Councilmen March 3, 1980 Page Two The discrepancy between the development plan and the actual construction, as concerns Mr. Reeves, is that the driveway for the fourplex on the cornea: of Pine and 7th Streets was flip-flopped. In other words, the plans show the driveway on the south side of the unit whereas the drive- way is on the north side as actually constructed. This is an unusual situation, in that.normal7_y exact layouts of where buildings and driveways are to be placed on lots are not submitted for approval. Ordinarily such minor details of subdividing are left to the desires of the_developer,.buil.der, or lot purchaser, and are not "set in concrete" by the approval of the City Council. If the developer of Gem Estates had, at the time of construction, approached the Council requesting the flip-flop, it could have been summarily granted. Therefore, as to the difference in construction and the plans,. it is my recommendation that the City Council, on their own motion, approve the plans as they pertain to the fourplex unit of Gem Estates on the corner of Pine and 7th Streets, as actually constructed. 2. The second item to consider is the platting of Gem Estates. At the Council meeting of August 14, 1975, Jack Dowdle, the developer of Gem Estates, requested that he not be required to plat the subdivision at that time. Both the City ordinances and the State statutes required that the subdivision be platted. Mr. Dowdle did agree and apparently presently agrees to plat the subdivision. Therefore, it is my recommendation that Mr. Dowdle be requested to record a Plat of Gem Estates Subdivision. very truly yours, eWay G. Crookston, Jr. WGC/pb a JUN 4 1980 AMBROSE, rlT7C;,ERALD 6 C..R.00KSTO.N Al 'li)PIIIP.YSi �:. P -A1: 1 I. P. F.tI F+.: ,•, !_ +I�.,I�., .I. .r:`;1 , .V'I I IR", I` (UI IN ,.7. IIIZG1 KAI.1�! WAY,.rl: c;. CPOC.):'.l<.:,r�, I1+.. MF. KIDIAN, IDAHO 83642 June 2, 1980 Mr. Jack Dowdle 1860 E. McMillan Meridian, Idaho 83642 Re: Plat of Gem Estates Subdivision Dear Mr. Dowdle: During the Meridian City Council Meeting of March 3, 1980, the Council required you to plat the above subdivision. Additionally, the Council required that record drawings of the subdivision and imprcvemeiiLs be prepared and submitted as a condition of final plat approval. Please provide the above record drawings so that the platting procedure can be continued. very truly yours, Wayn G. Croo ston , Jr. Cit Attorney cc: City of Meridian V/ Gary Smith, City Engineer 212 Tenti-i Avenue South %T -U -E73 City of Meridian 729 Meridian Street Meridian, Idaho 83642 Nampa, Idaho 83651 Telephone: 466-2323--858-2321 April 23, 1975 Attention: Mr. Herald Cox, City Clerk Dear Herald: As you may remember on April 14, 1975, the Meridian City Council approved the tentative plat for the above mentioned develop- ment presented by Mr. Dowd.le wi.tb, a request that a more compleLe Lentative be forwarded Lo Lhe City :La.L•e-r. We have just compacted the tentative and are forwarding three copies to you. In addition, we would like to submit the fina=l-, plat and development plan to the City Council at their next regular meeting on May 5, 1975 for approval. In the. mEantime, if the councilmen, planning and zoning members, or work superintendent have any questions regarding this, please feel free to contact us. RFO pj Enclosures 3 Sincerely, J-U"i ENGINEERS, Inc. Richard F. Orton, Jr., E.T.T. I To Us= IT Mkir CWCM The City,of of tier U& hereby to the attached dedication, to rjeot the appy" .�:' 11 S tante, ratification and agsree t to U&J.14 is o! the .City Highway District. DATSDs January. 1977. CITY . 7IAN Bys yor STATE OF Iwo county of Ada � On this r qty of January, 1P77, before me, the uBdarsigned, a Public in and.for said State, personally appeased DON M. 9;=Y and HERALD Jw!C©X, Mayor and City Clark, re tively_, of tpe� :1TY OF MRRIDZM, known to me to be the POrs whose namewr ;kke subscribed'., tap the foregoing intrueent and.aaknowledged to ob that they eaceiMuted the same for said City. IN WITNESS W MIM, I have hereunto set my hand and affixed my official seal; day and yq40 in this certificate first above written. ,�� -�. •��ion r�wl�rhM�M'T��,pi!^'. .��e,,�.^�.^'""�+�Y�(�m�,�r«.hp s�,ty�'�p�Mi� �r�., ce for I a o Rwaiden'aa VAridian, Idaho. S'^'vn:���l •.t,.,t f.,w,r' -,.*`' •': '. a':f�;,q`w+.:p,« f:' e ,�' ''lr�� - �M' :!.• ,�'. v„-. 1• -•i:. -�: .�•�,. >✓'� ..fit.. �y•ry I�: ” y =�'ir ,r . Vii, `�,. _ '.1"', .e ,1r: ' ;;.,�':' •� ,ry, �.a; µ'�,V,'+�� "") �`,a', `' Yak .�,•4... �. F.i' •i- �'���r`..��,� J ••.•i R'�.y, �'M:',;•�`: •:: �. is 1 �Ia 77T,..�_, ..r M - { , R1 - r•: v 7, w -i w* i�. d - `M Y'F!� ^v �:. H. �}��5 - .fir• -- - = - ..a^'{,•a0. { C kw a. stir , - W „ r. ,L 1. ��' �•ry:$,� .l�'.' �, - vAi`.+ � _V '° fir' .. .'. ��-T':a AY .Yw•�! ^NI. L..,;.tw W'1�..; i. v\ .e �.�: '°„�+1'qj°, 1+•'-','• a i" M. �+ + Smi r _ ... Ad4raaa wane Ada Co H unt Y hw a Y,. Shu k - = - c 5 M 4 79 - Gem tate s_ BPine - - --.,-r - . recorded Y Quick Claim Deed - - - - - --- - un d- er Roy - C - _ ,: n ame - - --- #77 8 e .w so; 22 ' t 1 C orded) - - - - - - - ' " M J ••.•i R'�.y, �'M:',;•�`: •:: �. is 1 �Ia 77T,..�_, ..r M - { , R1 - r•: v 7, w -i w* i�. d - `M Y'F!� ^v �:. H. �}��5 - .fir• -- - = - ..a^'{,•a0. { C kw a. stir , - W „ r. ,L 1. ��' �•ry:$,� .l�'.' �, - vAi`.+ � _V '° fir' .. .'. ��-T':a AY .Yw•�! ^NI. L..,;.tw W'1�..; i. v\ .e �.�: '°„�+1'qj°, 1+•'-','• a i" February 15, .1979 r.. Jack W. Dorwdl e 1860 E. McMillan. Rd. Meridian ID 83642 Dear Sir: rhe two.. Four--plex apartments in: Gem, Estates Subdivision block Q, tots 4 and 5, have had. aY tanal inspection and a -re ready far occu,pany. Sincerely, Vernon Schoen, 3� r 1-iir "i Spector leridian -ity ;iull V5:1n Cc: File .. ;t GEM ESTATES Meridian, Idaho ATTACHMENT 1 SECTION 1.01 SPECIFICATION FOR WATER DISTRIBUTION SYSTEM A. PZFE AND FITTINGS 1. Scope This section includes the work necessary for the installation of the water distribution lines and fittings, including but not limited to excavation, backfill and beddings; furnishing all materials; fine grading the trench bottom; providing base for the pipe; laying and jointing the pipe, connecting the new pipelines to the existing pipelines; pouring thrust blocks; final cleanup; and all incidental and related work. 2. Materials a. Cast Iron PiPe Cast iron pipe for the distribution lines shall be Class 150, push on joint, thin cement lined cast iron pipe and shall conform to the requirements of ASA 21.6 and ASA 21.11 Specifications. The minimum laying length shall be eighteen (18) feet and of the size as shown on the plans. (1) Joints Joints for the cast iron pipe shall conform to the requirements of ASA A21.11 or ASA A21.6 Specifications. (2) Li_ ni_n_g Thin cement mortar lining for the cast iron pipe shall conform to the requirements of ASA A21.4 Specifications. (3) Fittings Fittings for the water distribution pipes shall be Class 150 cast iron, mechanical joint fittings and shall conform to the requirements of ASA A21.10 Specifications.. Fittings shall be furnished complete with high strength cast iron nuts and bolts, rubber follower gaskets, and cast iron follower glands. b. Polyvinyl Chloride _(PVC) Pipe and Fittings The pipe and fittings shall be made of PVC plastic which conform to the requirements of ASTM D-1784 for a Class I Type I compound and shall meet the requirements for a 12454-B compound. The normal lengths of pipe shall be twenty (20) feet and of the size as shown on the plans. Fittings shall be mechanical joint cast iron and all adaptors shall be furnished for transition from one pipe material to another. (1) Gaskets Gaskets shall conform to the chemical and physical requirements of ASTM C-433. The gasket configuration shall be as recom- mended by the pipe manufacturer for the particular pipe in use. Installation shall conform to the manufacturers recommendation.. (2) Bell Section The bell section shall be designed to be of the same strength or greater than the pipe wall. c. Thrust Block Thrust blocks shall be constructed of concrete having a minimum twenty-eight (28) day compressive strength of 2,500 psi unless otherwise indicated. 3. Workmanship a. Excavation, Backfill,_a_nd Bedding All excavation, backfill, and bedding shall conform to Section 2.01, A, Attachment 2, of these specifications. b. Grade The depth of the trench shall be as required to allow for the pipe bedding and to place the top of the pipe at a minimum depth of two and one-half (2 1/2) feet. c. Handling Material Proper implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. In general, slings shall be of heavy canvas or nylon of suitable strength for supporting the load. The use of unprotected chains or cables will not be permitted. All pipe and fittings shall be carefully lowered into the trench, piece by piece, in such a manner as to prevent damage to the pipeline materials and linings. Under no circumstances shall pipeline materials to dropped or dumped into the trench. d. Hammer Test Cast iron pipe and fittings shall be inspected for defects, and, while suspended abovegrade, be rung with a light hammer'to detect cracks. e. Cleaning Pipe and Fittings The ends of mechanical joint fittings and push -on joint pipe shall be wiped clean of all dirt, grease, and foreign matter. .f. Placing of Pipe in the Trench Every precaution shall be taken to prevent foreign material from entering the pipe while it is being placed in the line. If the pipe laying craw cannot put the pipe into the trench and in place without getting earth into it, the Engineer may require that, before lowering the pipe into the trench, a heavy, tightly woven canvas bag of suitable size by placed over each end and left there until the connection is made to the adjacent pipe. During laying operations, no debris, tools, clothing, or other materials shall be placed in the pipe. g. Preventing_ Trench_Water from Entering Pie At times when pipe laying is -not in progress, the open ends of pipe shall be closed by a watertight plug or other means approved by the Engineer, and no trench water shall be permitted to enter the pipe. This provision shall apply during the noon hour as well as overnight. If water is in the trench, the seal shall remain in place until the trench is pumped free of any standing water. h. Cutting__Pip_e The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe or lining and so as to.leave a smooth end at right angles to the axis of the pipe. When cast iron pipe is cut in the field it shall be cut as recommended -2- by the pipe manufacturer, and the cut end shall be reconditioned so that is may be used for the next joint. The outside of the cut shall be ground back or dressed as recommended by the pipe manufacturer and approved by the Engineer. i. Bell End to Face Direction_ of'Laying Unless otherwise directed, pipe shall be laid with bell end facing in the direction of the laying; and for lines on an appreciable slope, bells shall (at the discretion of the Engineer) face upgrade. J. Permissible Deflection at JAints Where it is _ necessary to def1g6t pipe €reg a sttaigt�t line, either in the Vettieal df Horizontal plane, to avoid obstruction, to plumb valve stems, or where long -radius curves are permitted, the amount of deflection allowed shall not exceed that recommended by the manufacturer and approved by the Engineer. k. Alignment_ Pipelines intended to be straight shall be so laid, and in no case shall a deviation from the straight line at any joint exceed one inch. 1. Unsuitable Conditions for Laying Pipe No pipe shall be laid in water or when, in the opinion of the Engineer, trench conditions are unsuitable. m. Jointing_Mechanical Joint Cast Iron Fittings Mechanical joint cast iron fittings shall be installed in accordance with the manufacturer's recommendations as approved by the Engineer. n. Jointing Pipe Piping shall be laid and jointed in strict accordance with the manufacturer's recommendations as approved by the Engineer. The Contractor shall provide all special tools and devices such as special jacks, chokers, and similar items required for the installation. Lubricant for the pipe gaskets shall be furnished by the pipe manufacturer, and no substitutes will be permitted under any circumstances. o. Mechanical Couplings Before coupling, each pipe end shall be thoroughly cleaned of oil, scale, rust, and dirt for a distance of at least eight (8) inches back from the end to provide a seat for the coupling gaskets. The pipe coating need not be removed if it presents a smooth surface and is securely bonded to the pipe. Couplings shall be installed in accordance with the manufacturer's instructions. Care shall be taken that the gaskets are wiped clean before they are installed. If necessary, they may be lubr.icated.with soapy water for installation on the pipe ends. Coupling bolts shall be tightened progressively, drawing up bolts on opposite sides a little at a time until all bolts have a uniform tightness. P. Fitting; Installation Fittings shall be installed at the locations shown on the Plans or as directed by the Engineer, or both. Fittings shall be handled, cleaned, patched, laid, and coupled in the manner hereinbefore specified for the handling, cleaning, patching. laying, and coupling of pipe. -3- q. Anchorage (1) Limiting Pipe Diameter and Degree of Bend On all pipelines four inches in diameter or larger, all tees, plugs, caps, and bends exceeding 22 1/2 degrees and other locations where unbalanced forces exist shall be securely anchored by suitable thrust blocking as shown on the Plans or hereinafter specified. (2) Thrust Blocks Reaction or thrust blocks shall be placed as shown on the Plans. Blocking shall be placed between the undisturbed ground and the fitting to be anchored. The quantity of concrete and the area of bearing on the pipe shall be as shown on the Plans or directed by the Engineer. The blocking shall be so placed that, unless specifically shown otherwise on the Plans, the pipe and fitting joints will be accessible to repairs. r. Tests and Ins ections (1) Test-Si2ecimens Test specimens in the amounts set forth, in the applicable ASTM Specifications shall be furnished the Owner at no charge. (2) Pipe_ Inspection Specimens for strength tests may be selected by the Engineer in accordance with the applicable ASTM Specifications from pipe in the pipe manufacturer's yard or at the point of delivery to the Contractor. The provisions of applicable ASTM Standards shall apply, except as modified herein, in regard to the number of tests made, the evaluation of such tests, and the rejection or acceptance of pipe. The Owner reserves the right to approve the testing agency, and the Engineer's evaluation of the results of such tests shall be final. (3) Hydrostatic Tests Pressure and leakage tests shall be made on all newly laid pipe or any valved section of it, or both. The Engineer will conduct the tests, but the Contractor shall furnish all necessary assistance, equipment, And material and shall make all taps in the pipe as required. The Contractor shall furnish the following equipment and materials for the tests: 2 5 gallon graduated containers 2 Pressure gnages 1 Hydraulic force pump similar and equal to Pacific H.T. 75 as manufactured by the Pacific -Pumping Company of Portland, Ore. Suitable hose and suction pipe as required. The tests shall be conducted after the trench has been backfilled or partially backfilled with the joints left exposed for inspection. Where any section of pipe is provided with concrete reaction blocking, the pressure test shall not be made until at least five days have elapsed after the concrete reaction blocking is installed. If high -early cement is used for the concrete thrust blocking, the time may be cut to two (2) days instead of the five previously specified. -4- .The pressure test shall be conducted in the following manner. After the pipe has been backfilled or partially backfilled as hereinbefore specified, the pipe shall be filled with water. The test pressure shall be one and one-half ( 1 1/2) times the normal static pressure but not less than seventy-five (75) pounds per square inch. (a) Duration The duration of each pressure test shall be thirty (30) minutes. (b) Expelling Air Before applying the specified test pressure, all air shall be expelled from the pipe. (c) Procedure Each valved section of pipe shall be slowly filled with water to replace any lost; and the specified test pressure, measured at the point of lowest elevation, shall be applied by means of a pump connected to the pipe in a saitsfactory manner. The pump shall then be valved off, and the pressure shall be held in the line for the test period. At the end of the test period, the pump shall be operated until the test pressure is again attained. The pump suction shall be in a bucket, barrel, or similar device, or through a meter so that the amount of water required to restore the test pressure may be measured accurately. s. Leakage Leakage shall be defined as the quantity of water necessary to restore the specified test pressure at the end of the test period. No pipe installation will be accepted until the leakage is less than the number of gallons per hour as determined by the formula following: L = ND (p)1/2 5500 in which L = allowable leakage in gallons per hour N - number of joints in the length of pipe tested D = nominal diameter of pipe in inches P - average,test pressure during the leakage test in pounds per square inch Should any test of pipe laid disclose leakage greater than that allowed above, the Contractor shall, at his own expense, locate and repair the defective joints or pipe until the leakage is within the specified allowance. t. Sterilization Sterilization of new lines shall be completed by the Contractor prior to connection to the existing system in accordance with the Standard for Disinfecting Watermains prepared by the American Water Works Association (AWWA C601; Latest Revision) B. FIRE HYDRANT AND AUXILIARY VALVE 1. Sc_ ope This section covers the work necessary for the fire hydrants and auxiliary valves, including but not limited to furnishing the fire hydrants, auxiliary valves, auxiliary valve boxes, and appurtenances; excavation and backfill; installing the fire hydrants, auxiliary valves, auxiliary valve boxes, and appurtenances; and all incidental and related work. 2. Materials a. Fire H drants All fire hydrants shall be standard AWWA specifi- cation fixe hydrants, for four (4) foot setting, with minimum four and one— half (4 1/2) inch diameter valve opening; 175 psi working pressure; two' (2), two and one-half (2 1/2) inch fire hose outlet nozzles, valve operator to open to the left; a breakable traffic flange just above ground level; a drain which automatically opens when the hydrant is closed; and a six (6) inch diameter flange at the bottom which connects to the auxiliary gate valve. b. Auxiliary Valves Auxiliary gate valves shall conform to the applicable requirements of Section 1.01-C of these Specifications. Auxiliary gate valves shall be six (6) inch, nonrising stem with standard square two (2) inch operating nut and shall open counter -clockwise. The valve shall be flanged on one end to fit the flanged inlet to the fixe hydrant, and the opposite end sall be furnished for mechanical, joint to fit the six (6) inch supply pipe. c. Valve Box The valve boxes for the auxiliary valves shall conform to the requirements of Section 1.01-C of these Specifications. 3. Workmanship_ a. Location Hydrants shall be located as shown on the Plans or as directed by the Engineer in.a manner to provide complete accessibility and to minimize the possibility of damage from vehicles or injury to pedestrians. b.. Position All hydrants shall be installed plumb and shall have their nozzles parallel with or at right angles to the curb with the pumper nozzle facing the curb, except that hydrants having two hose nozzles 90 degrees apart shall be set with each nozzle facing the curb at an angle of 45 degrees. Hydrants shall be set to the established grade with nozzles twelve (12) inches above the ground as shown on the Plans or as directed by the Engineer. c. Connection to Main Each hydrant shall be connected to the main with a six (6) inch cast iron branch controlled by an independent six (6) inch gate valve, unless otherwise specified. d. Hydrant Drainage Hydrant drainage shall be provided at the base of the hydrant by placing gravel or crushed stone from the bottom of the trench to at least six (6) inches above the waste opening in the hydrant and to a distance of one (1) foot around the elbow. No drainage system shall be connected to a sewer. The fire hydrants shall be set upon a stable granular material or a concrete base at least twelve (12) inches square by four (4) inches deep::. e. Anchorage of Hydrants The bowl of each hydrant shall be well braced against unexcavated earth at the end of the trench with stone slabs or concrete blocking as shown on the Plans or directed by the Engineer. 271! C. GATE VALVES 1. Sco a This section covers the work necessary for the cast iron gate valves and valve boxes including but not limited to furnishing the cast iron gate valves, valve boxes, and appurtenances; excavation. -and backfill;. installing the cast iron gate valves, valve boxes, and appurtenances; and all incidental and related work., 2. Materials a. Gate Valves All valves shall be standard AWWA Specification gate valves, 175 psi water working pressure, double bronze mounted, non -rising stem, with 0 -ring rubber gasket, and with a two (2) inch square operating nut, opening to the left. Unless otherwise indicated on the drawings, valves shall have mechanical joint ends. Valves shall be complete with cast iron bolts, nuts, rubber gaskets, and cast iron follower glands. b. Valve Boxes All gate valves shall be fitted with a standard adjustable cast iron valve box and lid. 3. Workmanship a. General Valves shall be set and jointed to the pipe in the manner specified in Section 1.01,A,3 of the Specifications . A valve box shall be provided for every valve that is to be buried in the ground. The valve box shall not transmit shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve with the box cover flush with the surrounding surface, or at such other level as may be directed, by the Engineer. b. Location Valves shall be located as shown on the Plans or as, field located by the Engineer during construction. D. WATER SERVICE CONNECTIONS 1. Scope This item covers the work necessary for the water service connections at existing locations, including but not limited to furnishing all materials, excavation and backfill; installation of corporation stop valves; water service connection pipeline and fittings; and all incidental and related work. 2. Materials a. Corporation Stop Corporation stop valves shall be of the size re- quired to match the water service connection pipe as hereinafter specified. b. Water Service Connection Pie Water service connection pipe shall be copper or Class 160 PVC. Water service pipe shall be one (1) inch I.D. if only one fourplex will be served and one and one half ( 1-1/2) inch I.D. if two fourplexes will be served. c. Curb Stop Curb stop shall be one (1) inch Meuller Mark II Oriseal No. H-10283 or approved equal. d. Meter Yoke Meter yoke shall be Ford V94-24 with male connection or approved equal. R i • e. Service Stub On all meter installations where service cannot be completed to the building, an eighteen (18) inch by one (1) inch galvanized or copper stub with plug shall be attached to the discharge side of the meter yoke. 3. Workmanship a. General Water service connections shall be installed as illustrated on the accompanying J -U -B ENGINEERS, Inc., Drawing No. B741115 subjectto any further requirements as specified herein. The City of Meridian shall furnish and install the meters. All work under this item shall be subject to inspec- tion by the Meridian City Work Superintendent. LEGAL DESCRIPTION OF PUBLIC STREET EXHIBIT "A" A portion of the NW1/4 SE1/4, Section 12, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described by metes and bounds as follows: Commencing at the center of Section 12, Township 3 North, Range 1 W., R.M., Ada County, Idaho, and running S. 0009'58" E. 30.00 feet to a point on the Southerly right of way line of West Pine Avenue; thence N. 89"46'23" E. 114.83 feet along said Southerly ri,ghL of way line of West Pine Avenue to a point of curve, said point being the True Point of Beginning; thence Southeasterly 31.50 feet along a curve to the right having a radius of 20.00 feet, a tangent of 20.08 feet, a deflection angle of 90°13'37" right and whose long chord bears S. 45°06'48" E. 28.34 feet to a point of tangent; thence S. 0000'00" W. 224.18 feet to a point of curve; thence Southwesterly 31.34 feet along a curve to the right having a radius of 20.00 feet, a tangent of 19.92 feet, a deflection angle of 89°46'20" right and whose long chord bears S. 44°53'10" West 28.23 feet to a point of tangent; thence S. 89°46'20" W. 114.23 feet to a point on the Westerly bounJary of the SE1/4 of said Section 12, said point being S. 0°09'58'4 E. 294.18 feet from the said center of Section 12; thence S. 0009'58" E. 60.00 feet along the said Westerly boundary of the SEI/4 of Section 12 to a point; thence N. 89046'20" E. 113.89 feet to a point of curve; thence Southeasterly 31.50 feet along a curve to the right having a radius of 20.00 feet, a tangent of 20.08 feet, a deflection angle of 90°13'40" right and whose long chord bears S. 45°06'50" E. 28.34 feet to a point of tangent; thence S. 0000'00" W. 235,82 feet to a point of curve; thence Southwesterly 31.34 feet along a curve to the right having a radius of 20.00 feet, a tangent. of 19.92 feet, a deflection angle of 89040'20" right and whose lona. chord bears, S. 44'53'10" -11. 28..2.3 feet _to a- p-oint on the_ Northerly right of way line of West.Broadway Avenue; thence N. 89°46'20" E. 100.00 feet along the Northerly right of way of West Broadway Avenue to a point; thence Northwesterly 31.50 feet along a curve to the right havinq a radius of 20.00 feet, a tangent of 20,08 feet, a deflection angle of 90°13'40" right and whose long chord bears N. 45°06'50" W. 28.34 feet to a point of tangent; thence N. 0°,00'00" E. 235.82 feet to a point of curve; thence Northeasterly 31,34 feet along a curve to the right having a radius of 20.00 feet, a tangent of 19.92 feet, a deflection angle of 89°46'20" right and whose long chord bears N. 44°53'10" E. 28.23 feet to a point of tangent; thence N. 89°4612.0" E. 115.08 feet to a point; -thence N. t1°00'00" E. �0.00.._feet to ---Point;_ thence S. 89046120" W. 114.92 feet to a point of curve; - thence Northwesterly 31.50 feet along a curve to the right having a radius of 20.00 feet, a tangent of 20.08 feet, a deflection angle of 90°13'40" right and whose long chord bears N. 45°06'50" W. 28.34 feet to a point of tangent; thence N. 0000'00" E. 224.18 feet to a point of curve; thence Northeasterly along a curve to the right having a radius of 20.00 feet, a tangent of 19.92 feet, a deflection angle of 89046'23" right and whose long chord bears N. 44053'11" E. 28.23 feet to a point on the said Southerly right of way line of West Pine Avenue; thence S. 29°46'23" W. 100.00 feet along said Southerly right of way line of West Pine Avenue to the point of beginning. STATE OF IDAHO, COUNTY OF ADA, ss. Ada County K' ;, Jay Diwi Filed for record at/the regcest oTf-_� � y -Min. 15A a�f For Value Received 7*705778, QUITCLAIM DEED - - GEM ESTATES, INC., an Idaho corporation, dNe iureby convey, release, remise and forever quit claim unto THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, as a public street the following described prernises, to -wit: Legal description of public street --- Exhibit "A" attached. t together with their appurtenances. Dat Februar 7 1977. STATE OF IDAHO, COUNTY OF ADP` On this day of Feb 19 77 before me, a notary public in and for said State, personally appeazed JACK W. DOWDLE, President and A. J. Goade, Secretary, of Gem Estates, Inc., known to Tri t' be thp-V, }Yson S who S e name S ar r14becrib-edlto fhe=witfdh instrument, and acknowledged to me that 1.the-f,, ? executed the same. r. oto y Public Residipg. atr, Me r i d i' n Idaho Comm. Expires GEM ESTATES;.TNC. STATE OF IDAHO, COUNTY OF I hereby certify that this instrument was filedfop-`record at the request of 7 at \d,,ac st o'clock m., this day f 19 in my nffiee, aorde n Book of Deeds at page Ex -)Officio RJCorder By � Deputy. Fees Mail to: a ENGINEERS, IN* 5903 Franklin Road - Boise, Idaho 89705 0 Project: 9165-4 Date: October 3, 1975 DESCRIPTION FOR 20 FOOT PERMANENT WATER EASEMENT FOR GEM ESTATES, INC. A PORTION OF THE SE1/4, SECTION 12, T.3N., R.1W., B.M., ADA COUNTY, IDAHO A strip of land 20 feet in width lying Easterly of and adjacent to the following described line: Beginning at the Northwest corner of the SE 1/4 of Section 12, T.3N., R.1W., S.M., Ada County, Idaho; thence North 89°46'23" East 165.00 feet along the Northerly boundary of the said SE 1/4 of Section 12, which is also the centerline of West. Pine Avenue, to a point marking the REAL POINT OF BEGINNING; thence South 0°00'00" West 660.00 feet to a point on the centerline of West Broadway Avenue, which is also the point of ending of the above described permanent water easement. 10 FOOT TEMPORARY CONSTRUCTION EASEMENT A strip of land 10 feet in width lying Easterly of and adjacent to the above described permanent water easement. DMP/JDW:cab Prepared by: J -U -B ENGINEERS, Inc. Gary L. Rodenspiel, L.S. Ada County, Idaho, ss. Request of TIME �J��� `►: DATE CLARENCE A. PLANTING RE OC;DE,R ,ay 244'— Deputy z WATER EASEMENT THIS INDENTURE, grade this day of 1 n.4r 1974, between �� , _� •-,_- -� the partiesof the first part, and hereinafter called the Grantors, and the City of MERIDIAN , State of Idaho, a municipal corporation, the party of the second part, and hereinafter called the Grantee; WITNESSETH. WHEREAS, the Grantors, desire_ to provide a water right of way across the premises and property hereinafter particularly bounded and described; and WHEREAS, the water is to be provided for through an underground pipeline to be constructed by the Grantee; and WHEREAS, it will be necessary to maintain and service said pipeline from time to time by the Grantee; 1 _ NOW, THEREFORE, in consideration,. of the benefits to be received by the Grantor ; and for the sum of One Dollar ($1.00) and other good and valuable consi-deration, the Grantor �, do hereby give, grant and convey unto the Grantee the right of way for an easement for the construction, operation and maintenance of a water line over and across the following described property. A strip of land 20 feet in width lying Easterly of and adjacent to the following described line. Beginning at the Northwest corner of the SE 1/4 of Section. 12; Township 3 North, Ranee 1 West, Boise Meridian, Ada County, Idaho; thence North 89046'23" Last 165.00 feet along the Northerly boundary of the said SE 1/4 of Section 12, which is also the center line of Uest Pine Avenue, to a point marking the REAL POINT OF BEGINNING; thence South 0°00'00" West 660.00 feet to a point on the center line of :lest Broadway Avenuc, which i5 also the point of ending of the above described permanent water easement. The easement hereby granted is for the purpose of construction and operation of a water line and allied facilities, together with their maintenance, repair, and replacement at the convenience of the Grantee, with the free right of access to such facilities at.any and all times. TO HAVE AND TO HOLD, the said easement and right of way unto the said Grantee, its successors and assigns forever. IT IS EXPRESSLY UNDERSTOOD AND AGREED, by and between the parties hereto that the Grantee will timely complete the work of laying the water line and restore the premises used therefor to a condition comparable with that existing prior to exercising this easement; that in making future repairs the Grantee will expediently replace and restore the premises to a condition comparable to that existent prior to undertaking such repairs and replacements. THE GRANTORS hereby covenant and agree_ that t he_v will not place or allow to be placed any permanent structures on the area described for this easement which would interfere with the use of said described easement for the purposes stated herein. IT IS HEREBY FURTHER AGREED that the Grantors do_ hereby give and grant to the Grantee the right to use during initial construction an additional strip of land described as follows: A strip of land 10 feet in width lying Easterly of and adjacent to the above described permanent water.easement. IT IS UNDERSTOOD that the strip of land described in the previous paragraph is for the purpose of constructing said water line herein described, the same to expire when the initial construction is completed. IT IS UNDERSTOOD and agreed that the Grantee will restore said strip -2- to a condition comparable to that existent prior to the understaking of the construction of such water line. The Grantors do hereby covenant with the Grantee thatt_he_yare lawfully seised and possessed of the aforementioned and described tract of land, and that _the _Y ha,ea good and lawful right to convey said easement, and that they will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said.partiesof the first part ha1ehereunto subscribed their signatures the day and year first hereinabove written s21 -e, &2-t& . STATE OF IDAHO) County of ) On thisday ofin theyear 191-;Iz, before me the undersigned, a Notary Public in and for said State, personally �f appeared known to me to be the person_5 whose name, __are_ sub- scribed to the foregoing instrument, and acknowledged to me that _the, executed the sane. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my of isial�sp4t.,the day and year first above written. y No ry Pub is r the State o Idaho w V Residing a Idaho -3- 0 INFORMED CONSENT TO RELEASE OF RIGHTS UNDER UNIFORM RELOCATION ASSISTANCE ACT WE, the undersigned, have received communication from the CITY OF MERIDIAN, a copy of which is attached and pursuant thereto, executed a _ygtej line easement_— We have had explained to us by .john 0. Fitzgerald, Attorney at Law, represent- ing the City of Meridian, the fact that Economic Development Administration Grant Funds havd been received by the City of Meridian and, therefore, we are entitled to the benefit of the Uniform Relocation Assistance and Real Property Acquisition Policies for Federal and Faderally Assisted Programs. We have had read and explained to us by Mr. Fitzgerald the Uniform Real Property Acquisi- tion Policy of said Federal Act and our rights thereunder. We have had ex- plained to us by Mr. Fitzgerald the provisions of the Relocation Assistance Act of the State of Idaho and our rights thereunder. We have further had explained to us that subsequent to our executing the water line easement s the City of Meridian approved Regulations Governing Relocation Assistance and Real Property Acquisition and the provisions thereof. Specifically, we have had explained to us by Mr, Fitzgerald our nights to obtain an appraisal of the value of our water line easement the right to accompany an appraiser during his inspection of our so water line easement , the right to have a written statement identifying our waterline easeMent easeand setting forth the amount of our just compensation therefor, a copy of the appraisers report to determine just compensation, our right to require the City of Meridian to ac— quire remaining portions of our lands if they were uneconomic remnants, which . they are not, our right to have the City of Meridian acquire the land by negotiation, rather than condemnation, and our right not to have the City of Meridian compel us in a coercive.nature to convey the water line easement a and our right to compensation. INFORMED CONSENT TO RELEASE 1 After all of this explanation, we hereby waive any rights under the Uniform Relocation Assistance and Real Property Acquisition Policy for Federal and Federally Assisted Programs, our rights under the Relocation Assistance. Act of the State of Idaho, and waive our rights under the Regulations Governing Relocation Assistance Real Property Acquisition of the City of Meridian, enacted subsequent to the execution of our water line easement Ile further waive all of our right to -compensation for said wdter line easemen and desire to support the City of Meridian Project No. 07-01-01600 by the con- tribution without compensation of our water line easement Finally, we state that there was no business on our real property of which the easement granted was a part, no personal property which was required to be removed and no residence which was required to be removed as a result of the water line easement =9-itie -city .=of=peri - noi----_--_ -- Dater 197 INFORMED CONSENT TO RELEASE - 2 FRAFAMrim V% EDA Project No. 07-01-01600 _ rz C0VENAN:P In consideration of financial, assistance rendered and to be rendered by the Economic Development Administration, U.S. Department of Commerce, (here- inafter called the "Government") for construction of a estke,water distlibution line and-AEP_urtenance„ in SE i1/4 of Section 12, Township 3 Uorth- Ra-age��e�t8.e�.se••-,Nor , the location of which is more particularly described on Exhibit A attached hereto and incorporated herein by this reference, all or part of which will be to the use and benefit of the described lands of the undersigned, the under- signed does hereby covenant and agree that it, or a successor satisfactory to the Government, will retain title to said lands and to the facilities to be constructed thereon by the project for their useful life, herein determined by the parties to be 30 years; and that such facilities will be devoted tv the public purpose for which the Government assistance was rendered; and that _.-::_.-_..---such---fac�la��t�ies�%1x prnvcre`-service--�ri�i►-out��s�dt�iatib�'-t�--�11-' p�as-c�►s_ _... without regard to their race, color, religion, sex or national origin. The covenants and restrictions herein contained shall run with the described land and may be terminated or suspended during the term hereof only upon the prior written consent of the Government. Date: , 197 COVENANT - 1 CCitx Pf Meridian _ (Name of Owner) By Don M. Storey Title: Mayor STATE OF IDAHO 5s. County of Ada a On this of ri� , in the year i day before me the undersi ed (here insert the name and quality of the officer) personally appeared Don M. Storey known to me (oriproved to me on the oath of ) of to be Mayor (title of the officer) City of Meridian (Name of private or public corporation, state agency, or political subdivision) ut>td acknowledged to me that such (NaMeridian of privateor public corporation, executed the same. state,. agency, or political subdivision) ^ iu k• Q �`' KATHRYN A. Mr,PEAK P�otarY PUMP for Idaho Residence,, Ivieridirn, Idaho Comrnission expires,-A%LY r fz COVENANT - 2 - --- WEST- ;+w7 •• , . - : FINE _ AVENUE 1. 20.00' o Kl ODS. m :,, r ry i� - �►J �1 CD y CD pCD rq a / 10.00 r� 20.00 i 1 .WEST �" - 1 ���BROADWAY AVENUE -�-------r-- -^ __ ._.-------- - _--- .. r. CD CD r r rn - Cr rn Z CD h John Fitzgerald: Attached to this is a sketch of the Area in Question concerning Mr. SE Mrs. Roy Woods represented By Counsel, Mr. Koppel. Attached also is as copy of the Minutes of the Zoning, and Planning commission concerning roadway access to this area and to aid in traffic flow for this area that is becoming congested by dense population, now there is additional request to allow more concentrated development in the form of townhouse and multiplex proposals to extend Broadway. Above Ref: (Minutes of November 19, 1973 Z & P) Any land deal in this matter should give recognition to the plans of the Zoning and Planning commission to cause the Absolute dedication of the requested roadway for West 7th and the Roadway to extend Idaho Avenue Eastward from the Uowdle Annexation across the Woods Property. It can be noted here that the City owns property that should dedicate West 7th Street for the 80' in Question. In Exchange for the land deal that seems proper, the access problem should be a part of the trans- action. The City at present owns 80' that would front on West 7th Street, making it very desirable property for either the Uity or Mr. Woods. I U M Meridian Planning and Zoning November 19, 1973. �q Meeting called to order I U M Meridian Planning and Zoning November 19, 1973. Special meeting time set for Monday November 26, 1973 at 7:00 P.M. to meet with Linda Lund to discuss a comprehensive plan. Meeting called to order by the Chairman, W. D. Skiver Members present: W. D. S iver; Owen Frost; Willard R wley Jack Chard; Dr Lee Pulley; Don -Roberts A letter was read from ACOG concerning the matter of installation of y lines in eve o en s where sewer might come a s a le at some time in the future. It was discussed that `sewer in''"n6 dry lines should be installed. It as also discussed -avai a e r no a ssa �1� , should be allowed. The Motion was made by Willard Fowley and seconded b3 Jac Chard that in response to ENe request om KUOG, tfte ommission would r co a t3 t hw- City Council that s er y lines would be required n those areas that woul a serve y e se er�fsy em actor ins o e engi eerin an sewer studies that are underway, Motion passed: All yea. The matter of a development by in Edmonds was presented. Lan located -R--4-.— mile south o Me ri is requ s e rezoning rona ricu ura o This land area development consists of 1 _acre tracts Ada County Zoning has den'ed th s request in a letter that acco panied this It was decided to sustain the f ndings of the Ada County Zoning Commission and refuse this re- onin recque - t The Motion was made b Dr Lee alley and seconded by Jac Chard, that the request of Wirt Edm nds f r a r -zoning from Agricultural to R-4 be denied. Motion passed: All yea. Roy Woods property, locat d on Jest Pine and extending to Broadway was discussed. It was the opinion of the Commission that West 7th should extend from Pine to Broadway. - Mr.Wood's propeprty is sketched to cl se this roadway. . Lee II~ulley 'seconded �� �­ The Motion was made by D r and b Jac char that the Commission recommendto a Cit Council that West 7'.h be required to extend from Pine to Broadway in ny f ure development. - -Motion n4assed: All yea. Dr. Pulley left at this ime. T I -- A letter was read from the Region concerning the Urb n Fo m rep rt which is Ta pro jet on of co growFi� or e u ur . It was discussed as to w pia s should be made to eep in step with "future growt r It was painted, out hat - long_ _sAlines- Linda Lund6 replesentln Ada County Zoning,h s recuested a meeting with the M ridi n Pla ning and ang, Special meeting time set for Monday November 26, 1973 at 7:00 P.M. to meet with Linda Lund to discuss a comprehensive plan. Meridian Planning & Zoning .2. November 19. i973 The matter of access to the roadway from the Paul's Cherry Mall Vras discussed. It was pointed out that the Ada ounty Highway District was to bE contacted or approvals of Roadway it is completed to date. accesses. This area is a raff c ham rd the way The Commission entered the heari g room to discuss the pro osals presented y eeve op reff a. Jack Dowdle was present to discuss the Roy Wood proPOSal of approximately acres Iocated a on extending to Broadwa West . Pine 'n the vicinity of We3—tTth. Street and The 18" sewer line lays Mr. Dowdle asked if 1his across tie property diagonally. _unkweralong IBroadway to an area that to the sewa a disposal w plaat. uld U extended from a truiik li a on to the North Mr. Dowdle is intere ted ii purchasingthe4 lots facing B o dwa if thg preliminary platting it was thought that would est 71,h be accepted. The Commission pointed should -be extended fromine cut Bro that dway. Tt was explained by he Ca missi n that We t_-?th ha lrea y beer proposed to extend from the Welker extended on to Broad Sub a to ivisi n to Pine Avenue and that control the fl_,of traffi n 7th $ ould be Owen Frost stated that dev lopme t of land programs s ould coincide with projected streets plans. was pointed out b borne by the developer. Mr. Tlis Skiverrythat the moving of the sewer decision however, would be t lire e res would be onsibility of the City ounc drawings to record the o dec ste de the course of action, t geth s taken. r wit engineered Mr. Dowdle stated that to present a =oposa he with would contact Mr. Wood to a cert West ?th dedicated an a 60 -1 --roadway in whether t he wished rough his property and answers concerning she sewer line. Mr, owdle left at this time. Wirt Edmonds was present to disc ss a parcel of land approicimately 40 acres n oo s ze ated southof Mr. k&=& stated that 0 he p1 erlan along the Meridian- una nned o develophis land into I oad. acre ���� c-tr which would include curbed Mr. Edmonds also stated that Butt red and paved streets. he .hought that this parcel would make desirable acre lo-ts with central water and septic tanks. T Mr. Silver- fated. ;that comprehensive planne4area the .. Commission discourages dev lopmnt _ t it is no fea outside able to the extend_ sewer^� and water services ^— t thisiarea. -- - - -�- Tl�qi'Motion was made by Commission recomend that Wil the and Rowley and seconded by Don Eoberts City sustain the Count ecom that the dation and that this plan present, d by in Edmonds be._..disap Ove . Motion passed: All Yea. Mr. Frost is the on the Regio a_1 Planning Commission. _ _Meridian Owen Frost stated that not.atte _representative he felt Meridian should create an a growth get t we are 7/16/72) f r - v ,r P r :v. 4 r , x, t 3r.: 314L - o ndco f.. I144. 47 f p'„ •4 LO I i • T 1 I ^ `I f � 9 4 `.;: , ,a';° r'ti, � 9 S �+J ' � 1131.:`" ' ;�;�,.... y'"'ix:,.: �� • ou lu x •.r. Yk� TON AVE. 19"9 R CA L ,GA �.'7 ani = .. '' j "[d . �'..,;'`• , �, _ - fix. da►,, -� m` S' Op '� dry' 7;k _���"'•` -,f. �x;�'�i�.': �,�. ,I sr?, d y:i�} `�� i•�. h - �`• +Q ``� J..�1 „hey' ri . I �41�1. � ,�..�r,' :,Y^.�•'� •yr,•�! ; �( , (JY %ra;ice :rr 0-0fr Al d i� i.l_ I r 'r .r'cl�/ �rY � r . • , �;.y='' p � y7�:` 7;1 � � � , ��, " A 4.,Sd./O � .� �� i� N/ i/w-v•v - '.•:i; -�'��-'.,r!,� :L;....,`�j ,y'rl.,!%!'V.• ,;;fir, r 'Iwi •f4E:� �� �'f - � � � � � � max. � N �11•rrratr .r.- - •"�.�`i, y 77 414 90 "J (p O � C'r rk �ras:z��...,;..,..:•.:..•::•' �Y.a;=��':j',1;;:"-., ?"k;. �.'' •: i - I .4 3bnQb' DEED OF DEDICATION We, the undersigned, ROY C.'WOOD and EMMA L. WOOD, husbana', d wife, do'hereby grant, and dedicate to the CITY QF MERIOZA� ADA COUNTY, IDAHO, as a public street, the follow- , e ..do4pg ,,bed real property, ' 'to -wit : A, sportion of the NW 1/4 SE 1/4,' section 12, Town ship, 3., North, Range 1 West, Boise .Meridian, Ada C,©unty, Idaho, mare particularly described by metes and bounds as follows: Commencing at the center of Section 12, Township 3 North, Range 1 W., B.M., Ada County, Idaho, and running S. 0°09'58" F. 30.00 feet to a point on the Southerly right of way line of West Pine Avenue; thence N. 89046123" F. 114.83 feet along said Southerly right of way line of West Pine Avenue to a point of curve, said point being the True Point of Beginning; thence Southeasterly 31.50 feet along a curve to the right having a radius of 20.00 feet, a tangent of 20.08 feet, a deflection angle of 90°13137" right and whose long chord bears S. 45006148" E. 28.34 feet to a.point of tangent; thence S. 0000100" W. 224.18 feet to a point of curve;thence Southwesterly 31.34 feet along a curve to the right having a radius of 20.00 feet, a tange'nt.of 19.92 feet, a deflection angle of 89.°46'20 right and whose long'chord bears S. 44053'10" W. 28.23 feet to a point of tangent; thence S. 89°46120" W. 114..23 feet to a point on the Westerly boundary of the SE 1/4 of said Sec- tion 12 said point being S. 0°09158" E. 294.18 feet from the said center of Section 12; thence S. 0009158" E. 60.00 feet along the said Westerly boundary of the SE 1/4 of Section 12 to a point; thence N. 89146'20" E. 113.89 feet to a point of curve; thence Southeasterly 3.1.50 feet along a curve to the right having a radius of 20.00 feet, a tangent of 20.08 feet, a deflection angle of 90°13'40" right and whose long chord bears S. 45006150" F. 28.34 feet to a point of tangent; thence S. 0°00100" W. 235.82 feet to a point of curve; thence Southwesterly 31.34 feet along a curve to the right having a radius of 20.00 feet:, a tangent of 19.92 .feet, a. deflection angle of 89°46'20" right and whose long chord bears S. 44053'10" W. 28.23 .feet to a point on the North- erly right of way line of West Broadway Avenue; thence N. 89046'20" E. 100.00 feet along the Northerly right of way of West Broadway Avenue to a point; thence Northwesterly 31.50 feet along a curve to the right having a radius of 20.00 f + of 20- feet - lect;�.Qn angle t 8. def z o c�f 90"1-3'40" right and 'whose .long ?:iord bei ars "T. 45006'50" W. 28.34 feet to a 17oin.f of ta):igc.,.i't; thence N. 0°00'00" E. 235.32 feet to a of curve; thence Northeaste.rl-7 31.34: Feet a. curve to the right having_ FL racl i us of " :.. O0 f. -'et a tangent of 1.9.92 feet, a dei lao,-t.i.-.)n ingle of 89°46'20" ricrht and whose 'long cliurdi be. .r'.� N. 44053'10" yr... 23.23 feet to a. pain -t o{ thence N. 99'46'20" F. 115.0£:1 Beret to a no,i_:l-!.t tl ence N. 0100'00" F. 60.00 feet_ '----o a po_in+ ; thence S. 89'46'20" W. 11.4.92 feet to a poi nt- f curve ; thence Northwesterly 31. 5� 0 feat a loncx a curve to the right having a .r_ali.1_ts of 20.00, feet, a tangent of 20.08 feet, a deflection tion a.ng-le of 90013,40" right and whose long c!lord. hears 11. 45006'50" W. 28.34 feet to a pointe of -tancY�,rrt; thence. N. 0000'00" Iu. 22'1.19 tcc:?'.. to a. point of curve; thence Northeasterly along to t -?QC-->: right h.avinc_i a radius of :20.00 rt':Wit:_, r al -,gent of 19.92 :Feet., .r diGf1.ectiorr -angle .-)f -,i.r,..1 r-?�-)sE .]r.�nr:7 chord t. gars T:. l '' :.]."' F;. 2�;. 3 feet to a point on the ] i Re of' il:,.;t:. Pine T \Te-.r1J(:!. C"1c r1. ._ ; . r; c1°.1,;' 100.0,0 f E_' e t. -) .1.. o ng s a i Ct ')-F 4:ra y line of West. Pint:.: Avenue to :1 ' pC)i.;'1 °- n:t'_ heCT:Lrcr _i_a")i.:f . 1t is the 'Durpose o 0',!1_L d(--'(.i7s.(�I :qtr( t aria, access to the Fadja(-.;ent reaj.. j:)l''�):)F.0"t 4r ',Y J; (r ln1r77..tJ h t:iie 'Jescrii.)ed area. is t•a-,-..e-r1 _ 1t?OF,t�. :i,.:'?r. '�-,c? ' an 1. T.�;,i!,1:, . �..� WOOD, , ?`lll',: L,,'tnd and ;-).s i _Y' I.�rii�r.,7: `� hcu,7e C";+:.f?�;�"int" �C�• yy l T 17ry t1.1 �..J .;l l�ec.c of A1C='���T ,l..�l`,1t'.~1.o r] \..11iJ ;'T':A'.CF OF IDAHO 1 ;71IIiia .I.a . WO -T Grantor Oil this e day of F)E�CE"..RbF-�r, , 1,976, ;,; fore me, the L1rl,caf'? ;.LC�r1ECi, .a ',]oLary_Public 7.rl for T -lam `_t..ci , per nna11_7 ap j'':>e.ared ROY C. WO()D and EMMA L, . �'nif)C71'1 , il! f,� rl .1.rsr� an(:i wife, known tr, ane to be the persons whose. na 'lc c, i? c, S xl:c;cri-r:, ci t(the within instrument, and acknowle.dne.ct t.:o .n F' t;.?t 1. t. 1.?rye- .r c>.✓ec LltcCa the same. 1N 14ITNESS WHET -MF, I have hereunto y=et rny rand and - a .fixed m � a% .. i ia1 sea1._...the <1 y �ca year -- ,14--t h.isr ear -t? �- first above written. i'YCJ'p':r rV l'11]i:)11C', for !`' Ia.hn Y'':i: �.1..r:11..T i1 c1 t= ?.> 1. '3 ' ✓ Tfl.c� rO .t i 0 GEM ESTATES Meridian, Idaho 2 S=ION 2.01 SPECIFICATIONS FOR SEWAGE COLLECTION SYSTEM A. SEWER LINES 1. Scope a. Excavation and Backfill. This item includes the work necessary for the trench excavation and backfill, including but not limited to clearing of right of way; protection of private property during construction; disposal of cleared materials; excavation of the trench for the pipe and appurtenances; trench backfill of the type specified by the Engineer; removal, replacement, and rehabilitation of all drainage and irrigation ditches, waterways, or other features moved or damaged during construction; removal of existing pavement; locating and protecting existing utilities; repair of damage to utilities; the maintenance of adequate barricades, lights, and warning signs for the protection of the public on City streets, public highways, county roads, and private drives; shoring, cribbing, bracing, sheeting, and dewatering as maybe required; the maintenance of access to public thoroughfares and to private property; hauling and disposal of waste excavation, including temporary hauling and disposal of spoil which cannot be accommodated within the designated right of way; repair of public and private property damaged during construction; final clean-up of the construction areas; and all miscellaneous items of work required to complete the construction specified hereunder. b. Sewer Pipe This item includes the work necessary for the installa- tion of the sewer pipe and fittings of the sizes and classes indicated, including but not limited to furnishing all materials; fine --grading the trench bottom; providing base for the pipe; providing bell holes in the trench bottom; laying and jointing pipe; installing closure collars; furnishing pipe necessary for physical tests and air testing of the line: 2. Materials a. Excavation and Backfill (1) Excavation All excavation is unclassified. The Contractor shall complete all excavation of every description regardless of the character, nature, or condition of the material encountered. . (2) Selected Backfill Material Selected backfill material, in the initital backfill zone as hereinafter defined for sewer pipe shall contain no piece of material larger than three (3) inches for all sizes of pipe. (3) Water for Backfill It will be the Contractor's responsibility to make all necessary arrangements for a source of water during all periods of construction and to make all arrangements for delivery of the water to the trench side. b. SewerPip • (1) General The Contractor shall use polyvinyl chloride (P.V.C.) sewer pipe or a pipe having a recommended.Chezy Coefficient of 140 or greater. The pipe shall be of the diameter shown on the drawings and the physical properties specified below. (2) PolZyinyl Chloride (PVC) Pi a and Fittings (a) Compound The pipe and fittings shall be made of polyvinyl chloride (PVC) plastic which shall meet the requirements for a Class 12454-B compound. The minimum physical properties and chemical resistance of the PVC compound shall meet the requirements of ASTM D-1784 for a Type 1, Grade 1 compound. (b) Gravity Sewer Pipe and Fitting_s__ Polyvinyl chloride (PVC) gravity sewer pipe and fittings shall be Type PSP meeting the requirement of ASTM D-3033. All pipe shall be SDR 41. (c) Larking All pipe shall be marked at intervals of no less than five (5) feet with: Normal pipe size SDR number Type Appropriate ASTM number Working pressure (d) Couplings All polyvinyl chloride (PVC) sewer pipe shall have an integral belled gasket pocket coupling at one end.. The gasket shall fit snugly into the space between the under lapping spigot and the gasket retaining pocket to form a flexible watertight seal. (e) Gaskets The surface of the gasket shall be smooth and free of pits, cracks, blisters, air marks and other --imperfections that would impair its use. Gasket strength shall be such that the gasket can be strentch to 150% of it's normal circumference without harm to the gasket. (f) Pipe Length Normal lengths of pipe shall be twenty (20) feet. Other pipe lengths shall be provided if required. (g) Fittings Fittings such as saddle outlets, elbows, tees, wyes, etc. shall be of the same material and compatible in con- struction to the adjacent.pipe. (3) Other than PVC If the Contractor wishes to use other 'than PVC sewer pipe he shall submit to the Engineer the pipe manufacturers information relative to flow characteristics, load carrying capabilities, and other test results which may be deemed necessary for approval by the Engineers. The Engineers shall notify the Contractor, in writing, within 7 days of receipt of said information as to the acceptability of the pipe. 6-M c. Closure Collars Closure collars shall be constructed of concrete having a minimum twenty-eight (28) day compressive strength of two thousand (2,000) psi. Closure collars shall•be used to make connections and pipe joints when conditions prevent the use of the standard rubber-gasketed joint furnished with the pipe. 3. Workmanship a. Excavation and Backfill (1) Clearing the Right of Way Where clearing of the right of way is necessary, it shall be completed prior to the start of the trenching. Brush shall be cut as near to the surface of the ground as practicable and removed to an approved disposal area. The Contractor shall observe all Federal and State laws gelating to hauling permits and local regulations relating to burning and/or otherwise disposing of such materials. Under no conditions shall excavated materials be permitted to cover brush prior to clearing and removing same. (2) Obstructions This item shall refer to obstructions which may be removed and do not require replacement. Obstructions to the con- $txuction of the trench such as but not limited to tree roots, stumps; abandoned concrete structures, and debris of all types shall be removed by the Contractor at his own expense without additional compensation from the Owner. The Engineer will, if requested by the Contractor, make changes in alignment to avoid major obstructions if such alignment changes can be made without adversely affecting the intended functioning of the facility. The Contractor shall pay all additional costs to the Owner resulting from such alignment changes. (3) Trenches Trench excavation shall be to line and grade as established by conventional practice or as ordered by the Engineer. The bottom width of the trench shall not be less than twelve (12) inches or more than twenty-four (24) inches wider than the outside diameter of the pipe to be laid. The trench shall be adequately and properly timbered or shored. The Contractor shall be res?onsible for the adequacy of all shoring, sheeting, and bracing. Where the bottom of the trench encounters cement gravels, stones, or boulders, excavation. shall extend to four (4) inches below the line of pipe bell and then be backfilled and tamped with approved sand or earth to form a cradle for the pipe. Except where rock, boulders, stones, or cemented gravels occur, trench excavation shall first be made to a plane one (1) inch above the finished grade. The final or finished excavation including bell holes shall be made just ahead of pipe laying. All.irregularities in the trench bottom shall be removed by appropriate excavation or backfill. Bell holes shall be excavated for bell and spigot pipe of sufficient dimensions to permit pipe laying to work freely and to positively avoid the bell carrying.any weight or loading stresses and so that the pipe shall have a firm bearing of not less than three-fourths (3/4) of the length of the barrel. Trenches shall be kept free of water until the pipe is laid, joints completed, and thereafter until jointing material is adequately set. ' MZ (4) Location of Excavated Materials During trench excavation, the Contractor shall locate the excavated material so it will not completely obstruct a traveled roadway or street. Unless+ otherwise approved by:the Engineer, all streets and roadways shall be kept open to at least one-way traffic. (5) Removal of Water The Contractor shall provide and maintain ample means and devices with which to promptly remove and dispose of all water entering the trench excavation during the time the trench is being prepared for the pipe laying, during the laying of the pipe, and until the backfill at the pipe zone has been completed. The Contractor shall dispose of the water in a suitable manner without damage to adjacent property. (6) Initial Backfill After the pipe lengths have been jointed and jointing material has properly set to the Engineer's approval for backfilling, the bell holes and sides of the.pipe shall be carefully backfilled and thoroughly compacted with approved tampers, supplemented by "walking in", and with approved backfill material of.sand or earth in layers not to exceed six (6) inches in thickness. The initial backfill shall be continued in layers of not to exceed six (6) inches in thickness until the backfill is twelve (12) inches above the top of the pipe using approved backfill material of sand or earth. Under no conditions will puddling be permitted for this intital backfill. (7) Trench Backfill After initial backfill, trenches may be backfilled with the material excavated provided rocks and other deleterious materials, if present in the excavated material, are removed. Material containing frost shall not be used for backfill. The firstone (1) foot of backfill above the initial backfill shall be given careful attention as to composition. The entire backfill is to be puddled or firmly compacted as hereinafter stipulated or by other methods if approved by the Engineer. (8) Puddling All trench backfill for this project shall be puddled. Puddling shall be accomplished by first backfilling the trench grade of the travel way, then water shall be added to the trench for its entire length until it is evident that the backfill material is saturated with water. Additional backfill material is to be added to the trench to compensate for the settlement incurred by the puddling in such an amount so as to bring the final backfill material to within twelve (12) inches of the finished surface of the travel way. The excess excavated material remaining alongside the trench is to be removed from the public right of way and disposed of by the Contractor. The remaining twelve (12) inches of the unfilled trench is to be backfilled in accordance with street surface repair as hereinafter specified or with topsoil material where street surface repair is not required. (9) Excess Excavated Material All excess excavated materials . from excavation and backfill operations shall be hauled and disposed of by the Contractor at -locations approved by the Engineer and/or Owner. (10) Surface Runoff Water The Contractor shall at all times protect any open trench from the entrance of surface runoff water due to storms, irrigation, or mishandling of puddling or compacting water by any contractor within the work area. In the event that water does enter a -4- 0 0 trench, the Engineer may require the Contractor to furnish, at no additional cost to the Owner, the required foundation stabilization gravel to provide a suitable foundation for laying the pipe. b. Sewer Pipe (1) Preparation of Sewer Pile 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. The ends of the pipe shall be cleaned with a brush, washed, and thoroughly scrubbed where necessary to remove dirt or other foreign material. Extreme care shall be exercised to insure that: the inside surfaces of the bell are smooth and free from any projections which would interfere with the assembly or watertightness of the joint. (2) Handling Proper implements, tools, and facilities shall be provided and used by the contractor for the safe and proper protection of the work. When such damaged pipe cannot be repaired to the satisfaction of the Engineer, it shall not be used in the work. The pipe shall be carefully lowered into the trench to prevent damage to the pipe. Under no circumstances shall pipe be dropped or dumped into trenches. Foreign matter and dirt shall be removed from the inside of pipe before it is lowered into the trench, and it shall be kept clean by approved means during and after laying. (3) Line and Grade Maximum deviation from true line or grade as established by the Engineer, shall be three• -eights (3/8) inch. Measurement for grade shall be taken at the pipe invert - NOT AT THE TOP OF PIPE - because of permissible variation in pipe wall thickness. Grade shall be established from batterboards set in the trench at maximum fifty (50) feet intervals. A minimum of three (3) sets of batterboards with string line shall be maintained ahead of the pipe laying at all times. (k) Tests and Inspections (a) Test Specimens Test specimens in the amount set forth in the applicable ASTM Specifications shall be furnished the Owner at no charge. (b) Pipe Inspection Specimens for absorption and strength tests may be selected by the Engineer in accordance with the applicable ASTM Specifications from pipe in the pipe manufacturer's yard or at the point of delivery to the Contractor. Tests may be performed at the Contractor's expense on the specimens selected. The provisions of applicable ASTM Standards shall apply, except as modified herein, in regard to the number of tests made, the evaluations of such tests, and the rejection or acceptance of pipe. The Owner reserves the right to approve the testing agency, and vhe.Engineer's evaluation of the results of such tests shall be final. -5- 0 0 (5) Air Tests for Sewer Lines (a) Amount of Testing The Contractor shall conduct air tests on all sections of sewer lines after backfilling and settling of the trenches and shall furnish all equipment and personnel required to perform the test. To facilitate the detection of any leaks that may have occurred . during the pipe laying operation, the contractor may, at his option, air test any or all of the sewer lines prior to backfilling. However, this test will be in addition to the required air test following the backfilling and settling of the trench. (b) Leakage Allowance The leakage allowance requirements of the air test shall be considered satisfied if the time required in seconds for the pressure to decrease from 3.5 pounds per square inch (psi) to 2.5 psi is not less than three (3) minutes fifty-seven (57) seconds. (c) Testing Procedure The low pressure air test is a test which determines the rate at which air under pressure leaves an isolated section of pipeline. This rate indicates the presence or absence of pipe damage and/or pipe of poor quality. The test procedure is des- cribed as follows: Step 1. The section of pipe to be tested is plugged at each end. The ends of all branches, laterals, and wyes which are to be included in the test are sealed or plugged. All plugs shall be carefully braced to prevent slippage and blowout due to internal pressure. One of the plugs provided must have an inlet tap or other provision for connecting an air hose. Step 2. Connect one end of the air hose to the inlet tap on. the plug and connect the other end of the hose to portable air control equipment. The air control equipment shall consist of pressure guages and valves used to control the rate at which the air flows to the test section and to minitor the air pressure inside the pipe. The air control equipment can then be connected to a source of air supply such as a portable air compressor. Step 3. After the air hoses are properly connected, inject air into the test section. Monitor the air pressure so- that the pressure inside the pipe does not exceed five (5) pounds per square inch, gage, (psig). Step 4: When the pressure inside the test section reaches 4.O psig throttle the air supply so that the internal pressure is maintained between 4.0 and 3.5 psig for at least two (2) minutes. These two (2) minutes allow time for the temperature of the air to come to equilibrium with the pipe walls. Step 5. After the temperature has been allowed to stabilize for the two (2) minute period, the,air supply should be disconnected, and the pressure allowed to decrease to 3.5 psig. At 3.5 psig a stopwatch is to be started to determine the time required for the pressure to drop to 25. psig. �6- 0 ! The section of pieline being tested shall be considered acceptable if the time required in seconds for the pressure to decrease from 3.5 to 2.5 psi is equal to or greater than three (3) minutes fifty-seven (57) seconds. (6) Thrust Blocking _and Closure Collars The thrust blocks shall be poured against undisturbed earth. No concrete shall be poured until all water has been removed from the excavation. Suitable forms shall be constructed to obtain shapes that will provide full bearing surfaces against undisturbed earth, as indicated on the Plans. The thrust blocks shall be cured three (3) days before air tests are conducted. Care shall be taken during excavation not be over -excavated in the areas where thrust blocks are to be poured. Before the closure collars are poured, the pipe shall be washed to remove all loose material and soil from the surface on which the concrete will be poured. The entire collar shall be made in one pour, and care shall be exercised to prevent concrete from entering the joint. The collars shall be cured seven (7) days by keeping the surface wet. Closure collars shall be used only when approved by the Engineer. B. MANHOLES I. Scope This section includes the work necessary for the construction of the precast manholes, including but not limited to the additional excavation and backfill required; concrete and forms; furnishing and placing concrete precast sections, concrete cones, pipes, and fittings; cast iron frames and covers; dust pans; and all incidental and related work. - The Contractor may, at his option, use poured -in-place type manholes provided all details of the construction are approved by the Engineer. 2. Materials . a. Concrete Concrete used in the construction of the manhole base and other structures specified shall be so proportioned and mixed as to meet a twenty five hundred (2,500) psi compression test after twenty- eight (28) days. There shall be a minimum of five (5) sacks of cement per cubic yards of concrete. Water sahll be provided by the Contractor. (1) Forms Forms for manhole bases and portions of structures below grade shall be matched boards, plywood, or other form material approved by the Engineer. b. Precast Manhole Sections Precast concrete sections for manholes call be minimum forty-eight (48) inch diameter reinforced concrete pipe, Class II conforming to ASTM C 76, with threaded requirement that the reinforcement shall be four and one-quarter (4 1/4) inches. Cones shall be concentric with wall thickness and reinforcement similar to that of manhole pipe sections. The tops and bottoms of cones shall be parallel. -7- 0 0 c. Mortar Grout The joints for the precast concrete manholes shall be made with cement mortar or grout consisting of one part cement to two parts of clean, well -graded sand which will pass a one -eights (1/8) inch screen. Admixtures may be used not exceeding the following percentages by volume of cement: hydrated lime, five (5) per cent; diatomaceous earth or other inert materials, ten (10) per cent. The consistency of the mortar shall be such that it will adhere readily to the pipe. No mortar shall be used when its ingredients have been mixed for a period greater than thirty (30) minutes. d. Manhole Extensions The precast concrete grade rings used between the top of the cone and the base of the manhole ring shall have a minimum thickness of two (2) inches and shall be of standard construction. The rings shall be approved by the Engineer before installation. In general, manhole extensions having a minimum heighth of six (b) inches and a maximum heighth of eight (8) inches will be used on all manholes except in cultivated fields and on very shallow manholes or in other locations where a subsequent change in existing grade may be unlikely. e. Manhole Frames, Covers and Dust Pans All manhole frames and covers shall be of the size and shape as shown on Ada County Highway District's Drawing No. 330 or approved equal. A cast iron dust pan shall be furnished with each ring and cover. 3. Workmanship a. Concrete Base The concrete base for the precast manhole shall be constructed so the first section of the precast manhole has a uniform bearing throughout the full circumference of the manhole wall. Sufficient mortar shall be deposited on the concrete base to provide a watertight seal between the base and the manhole wall. b. Placing Precast Manhole_ Sections The joints for the precast concrete manholes shall be made of cement mortar consisting of one (1) part cement to two (2) parts sand. The walls shall be constructed true to line and grade, as established by the Engineer. Mortar shall be placed on the groove of the lower section of pipe prior to placing the next section of pipe. The entire joint shall be completely filled with mortar and troweled to a smooth finish. c. Manhole Invert The invest of the manhole shall be constructed in conformance with Ada County Highway District's Drawing No. 320. The manhole invert shall provide a smooth flow-through characteristic. No sharp edges or rough sections which will tend to obstruct the flow.of sewage will be permitted. Where a full section of sewer pipe is laid through the manhole, the top shall be broken and the exposed edge of the pipe shall be completely covered with mortar. All cement mortar used in the construction of the invert shall be troweled smooth. -8- d. Manhole Rings and Covers The cast iron manhole rings and covers shall be installed on the top of the manholes so as to positively prevent any infiltration of surface or groundwater into the manholes. The manhole rings shall be set so the tops of the covers are just flush with the surface of the adjoining pavement or ground surface unless otherwise shown on the Flans or directed by the Engineer. -9- - U - B ENGINE RS, INC. 212 Tenth Avenue South Nampa, Idaho 83651 Telephone: 466-2323-888-2321 April 23, 1975 City of Meridian 729 Meridian Street Meridian, Idaho 83642 Attention: Mr. Herald Cox, City Clerk Dear Herald: 1 -PRI } afnt-PQ As you may remember on April 14, 1975, the Meridian City Council approved the tentative plat for the above mentioned develop- ment presented by Mr. Dowdle with a request that a more complete tentative be forwarded to the City later. We have just completed the tentative and are forwarding three copies to you. In addition, we would like to submit the final plat and development plan to the City Council at their next regular meeting on May 5, 1975 for approval. Iu the meantime, if the councilmen, planning and zoning members, or work superintendent have any questions regarding this, please feel free to contact us. Sincerely, J -U -S ENGINEERS, Inc. Richard F. Orton, Jr., E.I.T. RFO pj Enclosures 3 CENTRAL DISTRICT HEALTH 1EPARTM EN MAIN OFFICE 1455 NO. ORCHARD BOISE, IDAHO 83704 TELEPHONE 315-5211 Mr, Steve Brown J.U.B. Engineers 7.12 10th Avenue South Nampa, Idaho 83651 Dear Mr. Brown: ,lune 11, 1975 Our office can approve the concept of individual septic tank systems on c,n interim basis and central water facilities for a proposed 20 unit condo- minium development, the Gem Estates Subdivision, in Meridian. That approval will be contingent on sewage systems being designed -:,nd constructed to Central District Sewage Regulations, including the following: 1. Bottom of absorption beds must be at least 4' above gj-ot:Ajd water. Water table data must be provided from the time of the seasonal high. 2. Adequate room for replacement absorption beds must be reacrved. 3. All distance and other •requi-remrnts be met as outlined in our regulations. Additionally, dry lines must be provided and connection wade to the Meridian sewage treatment plant as soon as that facility is available. Sincerely yours, Gary Shook, E.H.S.. Environmental Quality Specialist II cc: Mayor Storey Meridian Planning and Zoning James Jenkins, Administrator of Environmental Health hmo ARM. DISTRICT HEALTH. DERARANT 1466 NORTH ORCHAW BOISE, IDAHO 82764 jow u8 1"s w• Wo Uvw id's, onsLows mom Mr. mom ow 4wels"y*DoU task 97"M 4a do wwob 1o* *&AW1 so Avon 111 bo 11111 111101a A r IM dash 11MMt wimt, 41 Able" mow* low do tip oi' dwN s 41111, . obso%$Ift be& nut be 118M i, tta m—m- .* sow =mom 40.at ra► IntAm .W +MM��r =haiuw the11Rr�lt� "Mo as"Wly o• Iwitlr >� 212 Tenth Avenue South =U -B ENGINE RS, INC. Nampa, Idaho 83651 Telephone: 467-5252-888-2321 February 11, 1977 Mayor Don M. Storey City of Meridian 728 Meridian -street. _ Meridian, Idaho 83642 Dear Mayor Storey: Geni Estates Subdivision This letter is to inform the City of Meridian of the progress of the Gem Estates Subdivision sewer line construction. Members of our staff have made periodic visits of the site to inspect the quality and progress of the work to dctcrmine if the work was proceeding in accord- ance with the plans. Based on these periodic visits and our on-site observations we have determined to the best of our knowledge, information and belief, that the quality of work and the grades of the sewer lines are substantially in accordance with those shown on the plans as pre- pared by our firm. We recommend the City accept the sewer lines when Gem Estates can provide the City with approval from the Division of Environment of the Idaho Department of Health and Welfare. Sincerely, J -U -B ENGINEERS, Inc. Carl B. Ellsworth, P.E. CBE:wt cc: Mr. Jack Dowdle Crane Excavation 5epternber 27, 1978 SEP 2 7 978_ CityCouncil✓ Meridian,Idaho Deer Councilmen, Gem Estates, and Jack w. D❑wdle an individual ❑roaerty owner, would like to submit for your consideration the Poll❑wino recuest: Permxssi❑n t❑ connect to the city sewer when the water table subsides, about Dote 15, 19'78, This includes two 4-plexes undEr construction for I -r. Dow, --le and also one 4-plex under construction for Mr. GFry James. cls❑ seven unir~.;�roved lots: for Gem Estates. we would appreciate it if y❑u would consider our position. To cer5truct a temporary SEDtiC system ❑n those lots would make our costs unbearable, especially those buildings under crnstruction. From'our knowledge of this Meridian area, the water table r:Toas about the middle of Oct. thereby releavinc theflow int❑ the present sewer plant. Alac, the projected o❑e.rati❑nal time table we understand for the new sewer will be the spring of 1979. Fr❑m this observation, if we could connect to the present sewer line, this would De a solution t❑ our nrecs and not jeoaardize anv city comm;ttments. Ire would appreciate your kirr cnnsideration cn this renuest. Think you, )L**'/DowdlEI STATEOT IDAHO DEPARTMENT OF HEALTH AND WELFARE DIVISION OF ENVIRONMENT - 801 Reserve Street - Boise, ID 83702 June 6, 1979 Mr. Sumner Johnson J -U -B Engineers, Inc. 212 10th Avenue South Nampa, ID 83651 RE: Sewer and Water Plans for Gem Estates Subdivision - Ada County Dear Sir: In order to resolve a problem on one of their subdivisions,Johnson Engi- neering of Boise submitted a set'of the original plans for the sewer and water systems for Gem Estates Subdivision to this office. It was necessary for them to submit this plan becase the as-builts were not submitted with' letter sent to this office under the Mayor of Meridian's signature as was stated on that letter. We have approved the original plans and request that the as-builts be submitted as soon as they are prepared. In the future, we respectfully request that you submit your plans prior to the project being built. Very truly yours, Frank Keller, P.E. Environmental Engineer FK/ap ' cc: Johnson Engineerin City of Meridian EQUAL OPPORTUNITY EMPLOYER Dear Mr. Dowdle: Re: Gem Estates Subdivision Meridian, Idaho It is my understanding that you are presently in the process of finalizing a final plat for recording the subject subdivision. In that regard, it has been brought to my attention that the planned easement widths for the sanitary sewer lines crossing the subdivision, that are not within dedicated public right-of-ways, are ten (10) feet in width. Because of the depth of the sanitary sewer lines, it will be necessary, for future access and possible repair, to increase the easement width to a minimum of sixteen (16) feet. Please make provisions for this item on your plat. If you have any questions concerning this request, please call. eiIRIWO MAY 2 1986 Sin erely, Gary 7DSmith, P.E. City Engineer HUB OF TREASURE VALLEY A Good Place to Live CITY OF MERIDIAN LMEN LAWANAL.NEMANNLCity Clark � RICHARD C- A. M. KIEBERT, Treasurer 728 Meridian Street ee GRANT P. KINGSFORD ROGER SHERWIN, Chief of Police BILL BREWER BRUCE D. STUART, Water works Supt. MERIDIAN, IDAHO RICHARD F. ORTON, JR. JOHN O. FITZGERALD, Attorney ROGER WELKER, Fire Chief 83642 Phone 888-4433 DONALD L. SHARP Chairman Zoning 8 Planning EARL WARD, Waste Water Supt. JOSEPH L. GLAISYER Mayor May 1, 1980 Mr. Jack Dowdle % Marcum Land P. 0. Dox 386 Meridian, Idaho 83642 Dear Mr. Dowdle: Re: Gem Estates Subdivision Meridian, Idaho It is my understanding that you are presently in the process of finalizing a final plat for recording the subject subdivision. In that regard, it has been brought to my attention that the planned easement widths for the sanitary sewer lines crossing the subdivision, that are not within dedicated public right-of-ways, are ten (10) feet in width. Because of the depth of the sanitary sewer lines, it will be necessary, for future access and possible repair, to increase the easement width to a minimum of sixteen (16) feet. Please make provisions for this item on your plat. If you have any questions concerning this request, please call. eiIRIWO MAY 2 1986 Sin erely, Gary 7DSmith, P.E. City Engineer N ... W. , 7 r-10 mot MAIN OFFICE 1455 NO. ORCHARD BOISE. IDAHO 83706 TELr:'P1-io,uC= 375-5711 Jack Dowdle. I'30 F. Mcl�il�.aa1 Road 1'ier�Ld-Cin , Idaho 8 "316 Lh 2 Dear Mr. Tlowd!le : MAY 2 1980 Serving rhe ,' �„_ Mca.y 7, .19 Q Re : C,aeTi Esta"i�” es Subcl vis ion nI1 1nVP_st aat-._oi! was made Of t'�-c Gem, Estates Sl>>7C 1`J _s 01-1 On May r , u.n �_�1(' 1 FC:Jll.11,(_'.. i:'LY`U!.]I1C. i1 sewer ::itrlliole. 'l"he licua_d leve, in -i-i e 11al _c wc'z;; 1.1....11 w.:i_Lt1 tic toy c:1 L-IzA 'na hole:_ which i.< �catc�d close to th,, westcr:rl bo .rd i -y li,;re of the sub- division between 2 ConclOrtLinllwrr > Z i is . Auuur,cl n to idaho State and Central District Health Department Sewage Regala.tlons, Section 3.7: Sewage, sewage of fluent+ or 'rn�man excreta shall not be allc,,7ed to remain np(=.n to the atmos7Dher- , o'n on the su:r^flace o F iL' ie O11 a G? V]_Olc1'=i_C>I1 Or ?-I ECwc� -1'cgulatioi M rlrld ]7l'L1st have.. the sewer Line connectecl into the i ti-/�� - � n` .-- , 1.�. ,_;ewer service ice wi l_a' n I days upon reC�__.=_p-t o�� t].is lel--ter or � will be r-r('-'C(:�SSa_ _(D refer the matter to the �e�ricl. 1- City 1\{.,_cy__(,y le._€aJ. c_ci. _,cr., r„- the inter!_m % day ti:ne., the. manhole ! s -to ::)e -J' 1!jeC.1i as oft( T1 to ]1eVp any sewage from. S,= tac.-; j ;Un "'it -171•:_ gr0'-Jn(f Sincerely, CC: 1 arl Ward ;C L -y of ,.,�,^dias)) J,zz,mcs a en C Cls , .;) i_.rec tUr o .,I Vw L:h]71eC1 tr`� 1H ? l Lf . [;2 T hA1C? Y 1 1980 G ��D m OFFICIALS LA WANA L_ NIEMANN, City Clerk. A. M. KI EBERT, Treasurer ROGER SHERWIN, Chief of Police BRUCE D. STUART, Water Works Supt. JOHN O. FITZGERALD, Attorney ROGER WELKE.R, Fire Chief EARL WARD, Waste Water Supt. Jack Dowdle 1860 E. McMillan Meridian, ID 83642 is HUB OF TREASURE VALLEY A Good Place to Live CITY OF MERIDIAN 728 Meridian Street MERIDIAN, IDAHO 83642 Phone 888-4433 JOSEPH L. GLAISYER Mayor May 14, 1980 Re: Gem Estates Subdivision sewer system Dear Mr. Dowdle: COUNCILMEN RICHARD C. WILLIAMS GRANT P. KINGSFORD BILL BREWER RICHARD F.ORTON, JR. DONALD L. SHARP Chairmen Zoning & Planning The City of Meridian, Ada County, Idaho Ordinance - Section 7-517 states: Required use of sewers: The owner or occupant of any house, building or property used for residential, commercial, industrial; governmental or recreational use, or other purpose, situated within the City which is abutting on or having a permanent right of access to any street, alley or right of way in which there is located a public sewer of said City is hereby required to cease using any other method of disposing of sewage, waste or polluted water, and at his expense to connect such building directly with the.public sewer in accordance with the provisions of this Chapter, within fifteen (15) days after date of official notice from the City to do so, provided, however, that said sewer is within three hundred feet (300') of any property line of the building to be served or common property line in a multiple building development. The developer of a new subdivision shall, at his expense, construct the necessary extensions of the public sewer system to provide public sewer facilities for each lot in his subdivision. It shall be unlawful for any person to place or deposit in any unsanitary manner on public or private property within the City, or in any area under the jurisdiction of said City, any human or animal excrement, garbage or other objectionable waste. It shall be unlawful to discharge to any natural outlet within the City, or in any area under the jurisdiction of said City, any sewege or other pol- luted.waters, except where suitable treatment has been provided in accor- dance with subsequent provisions of this Chapter. Except as hereinafter provided, it shall be unlawful to construct or main- tain any privy, privy vault, septic tank, cesspool or other facilities intended or used for the disposal of sewage. I ` Page 2 - Jack Dowdle• Gem Estates is in direct violation of this ordinance. You are hereby directed to remedy the sewer problem within 48 hours as of this date. If no action is taken in the removal of said health hazard within the 48 hour period, we will turn the matter over to the City Attorney. Sincerely, Earl Ward, Wastewater Superintendent City of Meridian EW/mb cc: Mayor Glaisyer Councilman Williams Gary Smith, Engineer Central District Health STATE OF IDAHO, ) ) 55. County of Ada, ) On this 14 day of May, 1980, before me, the undersigned, a Notary Public in and for said State, personally appeared Earl Ward, known to me to be the person whose name is subscribed to the within and foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notary Public for Idaho (SEAL) Residing at �`y Mr. Dennis A. King, L. S. J -U -B ENGINEERS, Inc. 212 10th Avenue South Nampa, Idaho 83651 Dear Mr. King: Re: Gem Estates Subdivision Meridian, Idaho Today I received a letter from Mr. Jack Dowdle, of Gem Estates, Inc., regarding the subject subdivision. The last paragraph states that if I have further questions to direct them to you. Mr. Dowdle states in the second paragraph that "the buildings have now been constructed on all of the lots so it would be impossible to increase the easement width to sixteen feet as requested". The Meridian City Council, during their meeting of March 3, 1980, required that record drawings of the subdivision and improvements be prepared by Mr. Dowdle and submitted to the City as a condition for final plat approval. At the City Council meeting of May 5, 1980, 1 asked if Mr. Dowdle had been so informed of the March 3 meeting requirements, and was told that he had not. I then requested that the City Attorney, Mr. Wayne Crookston, so inform Mr. Dowdle of the Council's actions which he said he would do. Until a physical location of the buildings -adjacent to the subject sanitary sewer line proves non -compatibility with a wider sanitary sewer easement, the requirement for the additional width of easement remains. Yours uly, 44 G ry D. ith, P.E. City E neer GDS: cc cc: Mr. Jack Dowdle HUB OF TREASURE VALLEY A Good Place to Dive MAY 9 1984 OFFICIALS CITY OF MERIDIAN LA WANA L. NIEMANN, City Clerk RICHARDCOUNCLMFN C!WILLIAMS A" W KIEBERT, Treasurer ROGER SHERWIN, Chief of Police 728 Meridian Street GRANT P. KINGSFORD BILL BREWER BRUCE D. STUART. Water Works Supt. JOHN O. FITZGERALD, Attorney MERIDIAN, IDAHO RICHARD F. ORTON, JA. ROGER WELKER, Fire Chief EARL WARD, Waste Water Supt. 83642 Phone 888.4433 L. SHARP Chairmen DONALD LD L. g 3 Planning JOSEPH L. GLAISYER Mayor May 16, 1980 Mr. Dennis A. King, L. S. J -U -B ENGINEERS, Inc. 212 10th Avenue South Nampa, Idaho 83651 Dear Mr. King: Re: Gem Estates Subdivision Meridian, Idaho Today I received a letter from Mr. Jack Dowdle, of Gem Estates, Inc., regarding the subject subdivision. The last paragraph states that if I have further questions to direct them to you. Mr. Dowdle states in the second paragraph that "the buildings have now been constructed on all of the lots so it would be impossible to increase the easement width to sixteen feet as requested". The Meridian City Council, during their meeting of March 3, 1980, required that record drawings of the subdivision and improvements be prepared by Mr. Dowdle and submitted to the City as a condition for final plat approval. At the City Council meeting of May 5, 1980, 1 asked if Mr. Dowdle had been so informed of the March 3 meeting requirements, and was told that he had not. I then requested that the City Attorney, Mr. Wayne Crookston, so inform Mr. Dowdle of the Council's actions which he said he would do. Until a physical location of the buildings -adjacent to the subject sanitary sewer line proves non -compatibility with a wider sanitary sewer easement, the requirement for the additional width of easement remains. Yours uly, 44 G ry D. ith, P.E. City E neer GDS: cc cc: Mr. Jack Dowdle OFFICIALS LA WANA L_ NIEMANN. City Clerk A. M. KIESERT, Treasurer ROGER SHERWIN, Chief of Police BRUCE P. STUART, Water Works Supt. JOHN O. FITZGERALD, Attorney ROGER WELKER. Fire Chief EARL WARD, Waste Water Supt. HUB OF TREASURE 17ALLEI- A Good Place to Live CITY OF MERIDIAN 728 Meridian Street MERIDIAN, IDAHO 83642 Phone 888-4433 JOSEPH L. GLAISYER Mayor MEMORANDUM TO: Honorable Mayor and City Council FROM: Gar D. Smith, P . E . , City Engineer DATE: October 9, 1980 RE: GEM ESTATES SSDIVISION, SANITARY SEWER SYSTEM COUNCILMEN RICHARD C. WILLIAMS GRANT P. KINGSFORD BILL BREWER RICHARD F. ORTON, JR. DONALD L. SHARP Chairman Zoning 6 Planning As a result of our rent meeting at the site during the evening of October 6, to observe the status of the referenced sewer system, I offer for your consideration the following comments. 1. 8 Inch Diameter Lateral D-1- (The northerly most east -west line) - Physically there appears to be adequate room between the buildings if in the future it was necessary to bring in equipment to make any repairs to the lateral. My previous request for a 16 foot wide easement could effectively be reduced to 15 feet. I say this for convenience purposes, since the plat presently has a 10 foot wide easement on the south side of the Northerly lots adjoining this lateral and the City Subdivision Ordinance requires a 5 foot wide sideyard set back which would be designated as "sanitary sewer easement" on the North side of the Southerly adjoining lots. This combination results in the 15 foot wide easement which would be adequate. 2. 8 Inch Diameter Lateral B. This lateral is located in an asphalt buildings. The plat presently shows a and its location provides sufficient access. (Southerly most east -west lateral-) paved access driveway between apartment IS foot wide easement for this lateral clearance .for possible repair equipment 3. 18 Inch Diameter Trunk Line- The location of a portion of the North --South trunk line is within 2-3 feet of the westerly side of one of the apartment buildings- The location does, however, seem to be in accordance with the development plans that were apparently approved by the City at some point of time in the past. The width of the easement for this trunk is shown as 16 feet on the plat and does conform with my earlier request to Mr. Dawdle. 4. 18 Inch Diameter Trunk Line Construction. It is necessary that the developer complete the construction of the trunk line as shown on his Engineer's "Ultimate Sewer Plan -Profile" drawing. The work items yet to be done include: Honorable Mayor and City Council -2- October 9, 1980 a. Connect the new 18" diameter trunk line and plug the existing 18" diameter trunk line at the manhole in West Broadway Avenue at the Southeast corner of the development. b. Connect the new 18" diameter trunk line and plug the existing 18" diameter trunk line at the trunk line manhole located 101.6 feet south of the trunk line manhole in West Idaho Avenue_ c. Plug the existing trunk line inlet and outlet at the manhole in West Seventh Street that is located over the 8" diameter lateral identified as "Line B" on the engineering drawings. It will also be necessary to construct a channel through this manhole to promote the transition of flow from the East part of the lateral to the West part. An existing service line from the living units to the South and West of this manhole enters the west side of the manhole on an alignment parallel to the alignment of lateral "B"_ Presently solids and paper are building up on the manhole shelf. The developer must either remodel the transition of this line into the manhole to eliminate the solids and paper buildup or remove the service therefrom and connect the two affected apartment units to Lateral "B" with standard service taps_ If you .have any questions, please don't hesitate to call. If you find my comments and recommendations to be in order with the existing situation, I would recommend that the developer be so advised by letter. GDS/dr OFFICIALS LA WANA L. NIEMANN, City Clerk A. M. KIEBERT, Treasurer ROGER SHERWIN, Chief of POIICe BRUCE D. STUART, Water Works Supt. JOHN O. FITZGERALD, Attorney ROGER WELKER, Fire Chief EARL WARD, Waste Water Supt. October 22, 1980 HUB OF TREASURE VALLEY A Good Place to Live CI'T'Y OF MERIDIAN 728 Meridian Street MERIDIAN, IDAHO 83642 Phone 888.4433 Jack Dowdle 1860 E. McMillan Meridian, ID 83642 JOSEPH L. GLAISYER. Mayor RE: Gem Estates Subdivision Dear Jack, COUNCILMEN RICHARD C. WILLIAMS GRANT P. KINGSFORD BILL BREWER RICHARD F. ORTON, JR. DONALD L. SHARP Chairman Zoning & Planning The City Council, City Engineer and the City department heads made an on site inspection of Gem Estates Subdivision. The result of the meeting was not to allow final plat approval until the following list of discrepencies is completed and approved by the City of Meridian. 1. 18 Inch Diamter Trunk Line Construction. It is necessary that the developer complete the construction of the trunk line as shown on his Engineer's "Ultimate Sewer Plan -Profile" drawing. The work items yet to be done include: a. Connect the new 18" diameter trunk line and plug the existing 18" diameter trunk line at the manhole in W. Broadway Avenue at the Southwest corner of the develop- ment. b. Connect the new 18" diameter trunk line and plug the existing 18:' diameter trunk line at the trunk line manhole located 101.6 feet south of the trunk line manhole in W. Idaho Avenue. c. Plug the existing trunk line inlet and outlet at the manhole in W. 7th St. that is located over the 8" dia- meter lateral identified as "Line B" on the engineering drawings. It will also be necessary to construct a channel through this manhole to promote the transition of flow from the East part of the lateral to the West part. An existing service line from the living units to the South and West of this manhole enters the west side of the manhole on an alignment parallel to the alignment of the lateral "B". Presently solids and paper are building up on the manhole shelf. The developer must either remodel the transition of the line into the man- hole to eliminate the solids and paper buildup or remove the service therefrom and connect the two affected apart- ment units to" Lateral "B" with standard service taps. 0 9 Jack Dowdle Page 2 October 22, 1980 Ifyoushould have any questions, please contact me. B-st Qards,. , Vyo L. Glaisyer JLG/mh c: Gary. Smith . 01=- 4 -2� 212 10ih Azc. S,)- fl1) U IV Tampa, Idaho 83651 Tc] 2- D; 11"Y 21, 1979 I.- 1-q JoLason, P.E. YZL L MLL:u 83703 L,zx 11z. Johnsea: ;1 Ttxra S-,.itdiviolon 17,Unal Plat During reuezez tclui)Lone convekoationa with you:: cl,,L,:, F,�r,,.,ap a yo,2,,: nooistaat, IL,;. fwa S,,ot,,t tha C"Lu-),7 G11 tLo ctibjc-,wt plat, it x:Lir, d1.3eovLj,:LA V --it k, coval u2 the iJal: a J,1 reft,-� ,W� L-3 -all Sabsequeat to ray corLvcrLnz:ltion,,TAth Mr. Eutc,�),, 7 JA'—�fjn, P.E. ii—Alli"a'-1 City Eligilloo-z' uLta plac a%d L,13 1. Lt the time Cem Fotatcs Subdivision a;�':i1 on rhe Wc-,:;t) woo czi,,�,atracrcd, tlie siiiltazy v%:'-aall' �.'-.A Ovate z S)aa to all -I OLuaco 2. The =7er and water plans for Cc -.a EozCato j LO or approved by the State 111:.alcll Dopcll'tmcnt of conatruction of tLe L;1t1e!:1v--'oio-n, the stvco'L:,.; wcic pzlvaco utrcatu dcdicaccd EO.: UL�-;C by L:!u throuch cz-UC:2uatu Ga [:11c4-7 property decda. 3. It is cur understanding, (j.t this tLa, L'o—, L'' zdal--O of 11calt-11 UIG c1c-Aarcd a c:.iatix.g City ca'aftw-'y vz�,Ul f%Ql I:IC,.'.-Y GC7JGJ GLIViCO. Thia, b,:JLLY;;'e, w:U1 t-czc-.,Atato Gclng plac4 O'A LLO Il aL Lo Y. L a 'Ua ULIT. LLS -y Ljk-.�"6' I Gu, -A; U-atil G u u U --c i:1L,# the ZkL_-1 FIUB OF TREASURE VAL.Ln' A Good Place to Live (CITY OF ME'IUMAN. OFFICIALS 728 Meridian Street COU:��lL:Ja'I•�' HERALD J. COX, CITY CLERK, F.O. JOHN FZ. NAW. ;:'?6 t.IJ1v KICOER'f. TRIZASIJAER MERIDIAN, IDAHO rl�,_rtnlzr) r~_ GIl.R'( L- uFcECN. Cly�t;r oFePOLICE 93612 t4pk ".N r. FnLJCE D. S-TUART. VJvfiK SuN'r. Phone 62-4433 JO.^;N O. FIY'L. ERALIJ. ATTONNEY D014 M. STOREY �" �'•:�-Ia r. c•.o::. rr..=, ��'�.1.�, ROZER ViELKCR. FIRE CHIEF ._.,. :. May 25, 1979 Mr. Frank Keller State of Idaho Department of Health & Welfare Dlvission of Environment E01 Re6erve Street Loise, Idaho 83702 Dear Mr. Keller: lM1� Gem Estates Subdivision Meridian, Tdal..o The sanitary sewer and domestic ,rater system in the sulbsect �.. subdivision was inspected by the developer's engineer, J-- ('-b j,:nc., lllaulpa, Idaho as it was installed. A record d--Za-tring sho i -i r4' is—,..0 _s to Itl--,,e ox iginal plan is attached to this letter far your f 1_es ,' a� s system could be accepted by the City of P-idian for future P n er)lY a yar Joseph Glaisye 1,41 City of Meridian } JG:da Enclosure cc: City Engineer Mr. Bruce Stuart Mr. Earl Ward E-r`1GINE�F"Fi G,IN 212 10th Ave- So. -Nampa, Idaho 83G01 .:. j-LA,:.iGc ai -2- 1ILl ' ..,, 4. Mr. Jrhnson cannot sign tl,e final plat: of t%- t) L;z.'L u-itil the fol.lt�Ang itcz j have buc ..0 opoheu to: II. .7i1FSi�iit @C®rdcd CVi(IG ca. that the at::rczita t, ti...:.'_.,:: .«R 1:3 zatPs S'.W divir 3vr1 havebcen c�iciiC lCL'[� t4' and ASC C j)t.c�'�il 1. •' :' 7 b. :a'.^bL.it evidence LrAt ,t11Q State of 1•l 1:,,� 1�::,::� .,. �.� L'e-ceptcd t1.3 bL-,L1iU1i;.Y Gcac u l dvat< ti %'ilt''.e'.:: = (�.....: ,ti 7 67 c c. Sut;.:.it cvl.dcA wo that:.,tha Stato of Y,'�a>:..,� 1:1.3 c termion of the ii-iu tczy l.ilr3 frO'M UU3 c'1 JtAtL.... -,L " t-.. :", .. ..... .,.. k ..... .. -1..1 tl-c l.i,: _ Ri.: �,f: i`:o L -ay bu by tiI tato h,-:.L•L1 '11 -in fnllo:Arg irc_ia eonc^ctnir*� the plat ani r?<::�7cl A;"Zz l aUo (A&CLE1juCCI XA-th 1: 1. PIAL: „ a. 11cati,ixig aLA distance.17. X39°46'23" B. _ 10' L,.�'u.,. J 11_¢ diest:rlLYCC is tzrioc�x) ric 1639.86 ic:et on the j'ua�:. , b. Dc-arinG and dit3:auce,tl. 89°46°2.3" F: `L1;A trc:.rixi3 iC 13bCYWLI IZ D. i 9 *49 ° 31" B. on t o c. It is rc:cors-cudA Lt.it the SOUth U411 1 � i� t'.. cl..Jn be (Aialif cd to an accur"c:y c(..- c1'i1 17.d l: t-) th,, T':t IL 0001110j". L! 2. Davelopi..ant Plana: as lu stall a manhole at,,the rust eai of Lha .l,1 -,1..,-::'i ctiiz, ':Czar storm drain line. b. Provide 5 -foot ride ct,.idewalks unleja 4- f-cjt ii -I 1a oideva.l s are rigiv cur jtrv,cterl in G�Za E itaL,23 ' c. Sanitary Surer Nota ^i?6: The saalt-:.Cy' 0u::,01, tc otcd by the contractor while in the p-2Qjenco of thu U'w;;r pr;rcoMCI. Thia rush also be applic.L�bl.a to c',-' :;:,: , •; L -.I -a water Una li,,stallation. - --,c. d. Do etic Water U."otrs �12: The r::�,".x.'cl izict allat:ion uhall to rut._Y ttLd to the City rlftar ui,s t'it,L. L-3, L,L.,tud k.nd, ti CGLY 1`.l C�• 'a1rAO i20tO Ltall 41GJ -1L.L:A,7 tJ L.... .`. .•_. .-.,,,. ? ----........... ... ... - ,o