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Meridian Manor #1 Subdivision
212 10th Ave. So. Gary Do "atk, P «S. Jw�1 PIT, Into ,3913 Renk s head ]biro, Idabo 111703 -B ENGINE INC. Nampa, Idaho 83651 JW $, 1973 Telephone: 466-2323-888-2321 Dealt dory s I bee Weviouled to plat .and d*V&UVN*t Pim fat liesi.dim Manor and the WMW4 ll te*tatirra V%t of tbo entiVe � Mawr property. i find so""" j&OW� + 4e4n"te vbi ah ft "4, eeaply with the City of X&TWO , off • it Vil l be 66066414TY feu $lou to oitimr change the douuwate or to abs a VaIL4004 ftw• the V4W*jjeu city Council. As I have WMI&IJ04 to you 'belotex tier CLOW Council p4ados the ordiaem►aea which are the io�w� s0latlaaa of 00 City of i1a� and 1, as the City for Iifaar, 0 brrr* u! 4u%h*1j% r 4* grant a Vagla as free dWoo ordivauoaa . t w=t 4 vepiampq it wi11 be ar4000ary felt TW to obtrin the variamm fro %bt City asu l by *fES481 a*Eiou at a Mail meeting and kava it eutrd In the x"utea . Witb alalia =WUmatidwo the foUGWUlg ltew mod to be clan-ifieds D 1* !be nota* 4milsb* front of 11�rW&u Manor do • 1 >iui�al., ► ply. that all I*t fr'outagea baave a liva wills *treat 0444 mt. Pl ore be e iced amt tlxe a tag*e do oft eo+r*r all streets, oo dileuage ado to be Ghm" ed N that the lots on Won arlAs 60m rta MO 4160 included. .eeeea*eat" I also question the wosdiag • • •fit *treat *right of it a**" to It dhould be "...po�4 io Mq... 2. am gy vialeo Qardinamee X*quis** Bid foot: of rept of VIII' alb all gWWter N*40o* UAW6 • vo this boo", W*^s.t dt b ltwoot vould ac quilRe *a additional 20 feet stab% of utg unless tb* City . Cowell great* a 3. As WI of V*Ucy, po Should ah*tk with ftwaid d.. r tiij , Clark, to be $*" byreett tb&4m** •6 •0 ENGINEERS, INC. 212 10th Ave. So. - Nampa, Idaho 83651 "" D. 11".0, P.R. J=& at 1079 Pap 2 4. The ow tpasamw of the City 49 not deal drl�"ItwUy 1044,tho s jOet of t11004way width. Haolar tt, I an 0040004 coneets, as abo" on your ismll 101- Pyr« *hast aortb wt alb Street vela p+ OW14is fort as 37 fes* trov*UW baak to back of IBMb. I wMad olssal tris stswt '40 at arterial 02MOt as go a Mj0r,,d6lle4tar str"lt, U the south of MOTO LOW It bM, been toests""d to a width of 43 feet b"k to b44k of curb. It lar: ,my opinion tblr ebo4d bo a O&OILWAo street WlAtht but probably sbould lK O1Wgle wider So that It am fitly hams&* tow 4W twaakff o at s+oss Veloi fat time. ,l. .'filo IOWA,** doolwa"o vk a 4swe lata the O latorsoa "I t of . o""r Load and tTorr sss ath Ity"t (Vkisb i4w Jima, a south of the 4" t 40ror seeds to be :Ls tigatod. You slw� ' ork sr9lri► AIusly With the ddi ,G*Mty may M4014A to U -11'M malt the 13 lm* ,a ss dralo at atra444 3+13 of slim met ath streslt V.11 be adequate p to hood" 00 wtdvaraled flogs, a4putwtbor, that $wo draw fro* to .latersoa oft of cWMMIane OX*rt# N ' tb 8troet win adequ4ji4y trawort 00 water to, 4*14 lZ iaoh cases .ams. 6. The C374o of sectisas of the AmUiavap,t Masa fell to ObOW' ON, additioasl firm foot p4UC 44ht of way , a u"Ide of the Otoperty lives for & the streettfaas. Al",, ; typical ISO +tthwlA feq a 30 Is M.half-straet A*$ of sway it*W'a�p dare dlsta o fVM tiro stv"t��, 'Noter lime to 'ballib of 400 to diffou nt tea that show on tho plafaaVbW of 'b x *w w t' 6th Atacoet i 7. H*s .#xt' ettestloa bew 606a to the open Ids "tW, OW tt per. spa tbae mor of the lots of Lots i � si ewo It. to 1 to bsr a '"tmt- SUL464 aro an Orolp d 'bo to a t4ft ,,bet riot of way adegrnAWS to , first dg"At laf the ch ase I& 00UO u3OW6 Otob a. d:tsd a Mmt, of toisuuauraa>4ae, abbe tot ! : bE �aato. a. Rhta P440 $sOom od 4 fait bids sUmallm ri]l rill bap greo6hstaR, tape #WWLVision. should , k4a,lbo 6]Aa sbM,*, l•SwA and tom: rpt 4003d IsAcato ties . sid*W* ,,So be ~trw*#. Mw le6ead slarsnad d ladiwta ost *Uo is to be amts tx wted . AJ -G. ENGINEERS, him $o jimis *9 107s, 61 p PAP 3 •i INC. 212 10th Ave. So. - Nampa, Idaho 83661 P.i. L� • A. T1wa►. 4"0" motes PLOWO 00. the PLOW for ar /.,:. Ail. Mt a ,Ixt a derPilaiate 01 batlw e14e144 440 Plat Aw M P� Oat U r4tP UOWW be" ePO"'ad for Ow a '�.jw them awv be ►tso�ctrmd s4 to �41 da r s stamaer a P tl�ueha + P i tfaaM J pow ettretim 00. aw m naafi Ot the, Oust" sttrglt ►. eIi a e� * •rico of is :>W orfI % of ¢ presses 61 ,1� .- �MNM, �R +"7 a P� �� t>�t ham thio "Is d Gaves". tet a desirm, tua puts W* of the, e4diria i'as. a Voira►l 4m be Vsa.tUled before "10* All of the t4q4tl±" to have a owisiUM �i dw. five feet ad4itio nal Abat bew bon used to mol *4 to tb* final PlAt before womed"m to fell" on fire we n 11« To ly shish the ems, the 4eIM" Of meramot stb ; Pttow N bould be 40,00,100c 00c t l of gray. &be tm ��!. "+mems sh Is � �t of +ray an awlpwwt t � x aleatiaNlw get: %be purp ses of P� *a � or riot �t etf"t "imW �C $mmm. *io *11r a s ww WPTesth to the �A,Pj 'oft 4M testate etederrs rte, Visioa. �. a Y�e1, 40 "oto tha,: tOwi of war o,ue tat aostll► ssetiss *4iiw9ehd bat workable d1 for so tbwl ,4w of lbw as"o a"Ilt Plate As aweaseM04 i� ,lisle e�ws be 1+wwt in mitt .P�� of lye Als creek. ,e, eat tbt 7aW ftpoMl VJAX is jOA40"& *rrK44s for ewNGtb aaawltat $: surer Use alont P&Ve WL34 arsak apt a" "wars da"o, 114,. Me, 1411th, 0*49twat MW spm approve the const"tion 01 Ot "As em"11811 subdIv sift a> t110 a Prwtr1�r &erase tre�tt- awi Plus, 'You am aot to eas"� �` to �� t", wbat be""14 the altrt.. 66 J4U-O,, ENGI r�, IANC. 212 10th Am So. - Nampa, Idaho 83551 ,M�+ _dry °�•t°w"�ar���i� : �r�rr that �•;'�� � 'll� � ,,�� ��,�- is s`�a Of 04. of MOO' i �-vsw"w', *eve, . 6*000 l" R 4144 �4s�va put, so ',s ., :?All i*f Atom: I V.; R�la 1! r•Nr I. `? „Ob r You 'a to be rotwod. d off on, Idsh milli. e4" ilk �u:9'y ��,. IENTR L 111STRICT HE- LTH ER RT NRI NT -MAIN OFFICE 1455 NO. ORCHARD BOISE, IDAHO 83704 TELEPHONE 375.521 1 Mr. Clarence Planting Ada County Recorder Ada County Courthouse Boise, Idaho $3702 Dear Mr. Planting: April 12, 1976 -Servil:g couiities of.. , l Our office requests that the plats for Brookhollow Subdivisions No. 2, 3 and No, 4 and Meridian Manor No, 2 be recorded with sanitary restrictions in force. We cannot at this time remove the sanitary restrictions, but have no objections to the recording of these plats with your stamp on the face that sanitary restrictions are in .force per 50-1326, Idaho Code. No dwelling may be constructed or occupied until our signature appears on the backs of these plats and our letters of approval are on file in your office. , h S;.I ' rely y tars,. Gary Shook, H.S. Sr. Environm ntal Quality Specialist cc: Bedelco J -U -B Engineers Conrad King Building Department., Bruce Leiser Jenny Lytle, County Recorders Office Herald Cox, Meridian City Hall Harold Hyer, Supervisor of Environmental Health 1--U-B ENGINEERS, INC. 5903 Franklin Road Boise, Idaho 83705 Telephone (208) 336-5850 March 20, 1978 Mayor, Council & City Engineer City Hall Boise, Idaho 83702 Dear Centlepersons: We respectfully request that the following items be varied or modified for Meridian Manor Subdivision in accordance with Section XVI of your Subdivision Ordinance. 1. Section VI Street Requirement, Paragraph d. We request the following streets: Waterford Drive, Monterey Circle, Kelsey Drive, Kenmere Drive, Tiffany Drive, Longford Drive, Crestmont Circle, Crammer Drive, Galway Drive, West First Street, Creekview Drive and Crestmont Drive, be approved with 50' right--of-ways with 5' utility easements on each side in lieu of the 60 feet required for local or minor streets. 2. Paragraph P. We ask that we be allowed to construct 4' sidewalks rather than 5' sidewalks on local and minor streets. 5' sidewalks will be con- structed on Willowbrook and Crisfield Drives. 3. Blocks. The following blocks are over length: Block 2, Block 4, Block 7, Block 12, Block 13 and Block 16. We request that these blocks be accepted as shown. Thank you for your prompt attention to these matters. LRS: dm Sincerely, J -U -B ENGINEERS, Inc. e�awrence R. Sale Chief, Planning Department 212 Tenth Avenue South '9 -U -B ENGINEERS, INC. Mr. Lawrence R. Sale Chief, Planning Department J -U -B ENGINEERS, Inc. 5903 Franklin Road Boise, Idaho 83705 Dear Mr. Sale ~ Nampa, Idaho 83651 March 13, 1978 Meridian Manor Subdivision Telephone: 467-5252---888-2321 We request a list of all the variances required for the Meridian Manor Subdivision. We will review the tentative plat after the list is provided. CBE:bls Sincerely, J -U -B ENGINEERS, Inc. Carl B. Ellsworth, P.E. ENGINEERING—PLANNING—SURVEYING 5903 Franklin Road -U-B ENGINEERS, INC. Mr. Herald J. Cox. City Clerk City of Meridian 728 Meridian Street Meridian, Idaho 83642 Dear Mr. Cox: Boise, Idaho 83705 July 27, 1976 Re: Meridian Manor No. 2 Subdivision Telephone: (208) 344-7938 We are enclosing the following documents on Meridian Manor No. 2 Subdivision for your files. 1. One print each of the front and back sides of the final plat of Meridian Manor No. 2 Subdivision revised in accordance with Mr. Sumner M. Johnson's letter to me on April 26, 1976. 2. One print of the Meridian Manor Subdivision Water System Master Plan revised to concur with current plans. 3. One set of prints of the Meridian Manor No. 2 Subdivision Sanitary Sewer and Water Distribution Plan -Profiles revised in accordance with Mr. Sumner M. Johnson's recommendations. 4. One set of prints of Meridian Manor No. 2 Subdivision Street Plan -Profile. We are anticipating a letter of approval of Items 1, 2, and 3 from Mr. Sumner M. Johnson and Mr. Bruce Stuart in the near future. The approval of Item 4 was granted by the Ada County Highway District on November 25, 1975. In addition, we are enclosing copies of the front and back sides of Meridian Manor No. 1, Meadow View and Tedi Subdivisions for your files. We apologize for not furnishing these prints earlier, but we were unaware that this had not been done. If you have any questions, please call. Sincerely, J- - ENGINEE , In Michael Preston, P.E. DMP: cb enclosures cc: Mr. Sumner M. Johnson, P.E. Mr. Bruce Stuart Bedelco, Inc. 5903 Franklin Road J* -U -B ENGINEE1RS, INC. Mr. Btu" Stuart 1111b14.a WOAD Swparutsadmat My Of Marldf 726 Now" wttl► street wer"Ift. u"O $3W now W. Stuarts Boise, Idaho 83705 Jdy 27. 1976 Telephone: (208) 344-7938 Six mu"Am minor llo. 2 �.vla�sral haw tavfr*" the Herm Mmor NO. 2 AAWLVISIOn plat and dawla ww<s p3awa AD Ill+de Idtd lft. $000 •J01IIIlwwlla►'s letter of yrU 266 19711, and alta aslwlw O&Uug these fes. SOR yOwr review and +appsotrr L P1wi* find the fLISdas do=mmr � S+W01"lsd. O 1. On PI"t laab of the flrwt and ba*. of. the fsaal plat of ltsxUlm Moor 1b., 2 S*"vialsd. 2. Ow print of thi WOMUSM Mme wt i*Blm triter Systen 1► utas Plan. 3. am "t of plot of Nwa **&'Ulm XWWW W. 2 bibdivlaion IMitsiaty 8011 altwd W11t1;1gp atribtstiaiw�, , !3�talr-Profiiaa. 4. 9aa set of pxUt/ of.,00 Meridlw *111m sive 2 Sw"Uvirlon street pLMl»Pwiiirs. um appraaal of an Abe" dolcmiints by "Sm Litter Will be ll greatly Apme"tod. rim"m "U if rm bale my "Wat1=8. Slneialr4i J" Ste. Incl. DW s awb emeloiwawl act s Mr. owner X. joba"a. p. S. ME4 mm"J.go i Inc. -� U -B ENGINEERS, INC. 5903 Franklin Road Boise, Idaho 83705 Telephone: (208) 3447938 July 27, 1976 itr. *Aiaw D. JAMOMS 1P.S. Mu"WIMIL "0 Realm" in lft* gore 111*6 h 1MINpa0 usin 4363& Dow lar. Johns l Dt: **WSW wive" go. � �11Md6'r►is�► &WIv aid vater PLO" Is 4"Wdo" frith yew latter of APrU $69 1976, we a" eaaloeins 0111: t feat iYAi to as %outaa moboivr No* SWWAVUiM Plast and watear and wpm p30wo, oM x4gl4loes honor iMawum voter 1llsn. Ow Gamants an l""it in 04 swes e1481l. ,as yoarair Totts . mold an mit lana e: O1. as MOKSiad vote ise Ike ovt4w tiara - ) feet eaeamBot ratuivaiwat has hos dumewas Pw Pw "Ma4rowt. . bWM 0641004 al rdft of tiM '" Of the fierid'ft vi �• l 11110111! "- 0 1iM:r�1� 9Ya11► �dirritiar and n 21wa . u ddditiaa. we 6X11 a of ammo ta, lqr. Ytaralid j. Can* U&rl&"u 6ijW.-OMk and horse meloeed a q�► 'the ester LtlaW bevels. 3. Me dedlisatlse 06 etarOta mad *09MOM" nota its the Csrtill"ta of fir* an the plat be* 1w hese "W""d as per wov r og"Ot. L. A. W barb waduftd 00 illllsalraaai k ftl*" water main iron ell (6) jai d4spMor to few (4) .6w* di,amatear. a. we hors alddad a sets to alaaritp art duawe now an the pwraiawr Sabetmosialt, Mawr HNS10 AL VOU 110. 7 In Toutimis to fire Ownst pLt11►. ®. flava Gal wlealIat QUale bm kam, ONa amted sed the exittU4 Nar L M Is oft (6) lush" 'jai-414neStaar lie bave not GhMSMOd this use /iM. D. the legq" hay 11egg alraas"d to j"jYde vdstin6 mord per" 1r1> "T e706011111 i,Mieotl Nmt e11116111". 47AJ-8 ENGINEERS, INCO03 Franklin Road - Bolse, Idaho 83705 )f. NNW K. Job""* P.X. -f- �Ig= f.7, 1976 ua . sw dueuoiap s wewLe" sat of Smiturlwor sad Rater Mow - 1 WLUW tirasl 1 eft brae s+ VIVA in ssowdaeos� Yom "rid -Lined" or as MotwL for 79W Ma■rnsefrrwas■ we ass, aLo eu4sol p yein set is eview for dols to su*r F I" temps. in &6"XW to do abnVO an tbs plses tilt rm PLUM be Serum& as* we Ym t>OMPwd the Miert (0) 106 aMres ssi>r on Wi1Lsw- bovsk •time Mei suboldOW %Mr MUldian tz%* BO' L itA pLaM. SAI am" is to be Oy1iewd ami aaeatrwtsterd 4low with the outer lirsw ia do -Cit,*'r wNrar sspsor js% pro j"t. this, x*Vj^L" mw =do possible AM tw 4"Mnt AM"& d o ""swMstim 011110"10.40 iooMIMPMed with this PtrspOW4 City a idle fry. In WLU MOO -Oft as torporary savap lift statin bw bow ,isLstrad faaa dws =irises fox the ar■e mason. Ove am aLw ovum a a" of .tosw�wod p11rr` t �t !Laos iaMuw"s tis Street ply-fNO"Us to mrr. U*M Stamm fog h" r*vi r sad rl�wnsrral. p IKO yew orsswtrgame we vmU z"wwt a Misr of approml of the swrlasi aNdAise Now 111x. i Ply sad andtary Sower and Mom > dalbotim nOPOMsfiU, for Ow fidO 1f yw bsMs my adWisml 4wstissep PLAN, salt. �eswr+aaly, J • >brs ; r . MOM" Purstao, POE. ow$Gb oat lr. IMM jo am W, Me #to t •siwlso 0 Uls, F, 1 -U -B ENGINEERS, INC. 212 10th Ave. So. Nampa, Idaho 83651 Telephone;,*Air-2321 ASWU 2410 1974 31*. 411116"1 be IPJNW$fto IP.X. iin XV003tISN &"A DOUGO z"" il70t Dow W. >Iwtm", i bmw M*MPI 40 . 0ml put a dseat pled O of U%Irtdift NAM" 0.2 9 "* tib a" � .He OO flea dote3rr f/�qs iteetr ba arii!S"I wov$Msi yaw lifee@"a of bow. plats da 1Mettidfams rM Val faawi Oat tie *&ta P im bM..0 NM as ileo R alit Of tiro pkat U ObralUto. O as "be "" OU 21114 00"�; .ei too U960"4*10 �,l�asrsa plat amOnvfttlp Off, a* ftant ate l• as �i' "�� ��� so � a 11163" MUM"* " �' � of mw o� mvi nt aaatl� llitl a>l' jot Hat t � rw fur ual ,t. air stat*O t Mala Sas do We O! the SOMWW• fir, ch" lead not PTO" +Nwr*=loop OK" a !Co* 4"aa w to rasWh � �� Ilrt.* i►�Ia�N rwta �. C3� Oaa asN� est d do dw 4wk O"h NdtiN a prallNt Of tk0 Of 00 PlAw Ow a" (ate a MUM Off' �p rebon04 a+l d"T" alit ww so . He of lisq l ale Now no. l 6-1 -6- O ilaN"M vim a 04,0100fift Data IW rrta>Ni�j. 'aiiH Alae Ow tbixd pwqpmwb of tbO �•to SIO bO ft-unde ..aw Saar for tba five ($) ltOt V441 -if --Mw abow"Ot. Mme;-� Would bee "'Ho enema wd �O :� < IIaM r1�Oralot aNM1,,, � 1b. : �' NO too + '01, 06 VOW- ZdO who Obwa ddAp OU40 ORMOrt hm Rile aftamat to 11110 4" 'lent &W"&"A #O do Poll 0 it* Riva x1ot 40 we M" *"=emu ".1091111" leavoteauy xa Nd *W ,"Uw Pw"w" Md **a up ae NW "kiwam. •farad m en" "bw tion fOs there am NO b. � � � l�Lte of t1Ne aafd �. Is adAfU" I Moat Hank Hao tOUGOW WORdalows be so" Dolt itSwAn Mist. 117Sl Os Utlied %ow $14AM Mister PU14 lostdke mattoavlr $4div"U4.0" ENGINEERS, INC. 212 10th Ave. So. • Nampa, Idaho 83651 . "l be f "UMN r.19. Pen Arll 260 1.678 (4j a. h a (4) Saab "Mato r VA" to sats lril"A"roob dis"a wM not wwl*km -memo; b. 4 note ta em vula ter of lass U glad 28 of bloat I "Mu ou MMOM FIs ■wC► sial "Pwalow of sat" Utww ft tb4a wes. w mart via awwasI *011 ow. 7 Uwe bsovi " wear tr be leer ►+wd as to *Neu suh OW Parr • a« aftew1b +masala a� + s aft(6j � "MOM Haat (6) (4) %tU seek dw I�'s -w"►4wAb. d. UqQMd Sam to Iscud M valow MAstift OW proputd vat" AUw# MW SM &NdXM IMM MA 1110M � 1PI&W- rofilee +w r"Must O1 bevo detm"d all .*MAW aad appwwstal, of the street and 4" o pito to do A" fllMt sy WSW bisuut. 1y is OW of the letter f M allrt3,ad %br to amps" tb M a fel 4060, F=ba NOW in &100bar ail 1IFT6360t dsn►olagwt � D rowlmw4 Md app"O" by are xrow stwert• OW III No a.k t for to City of tf�fdl�. fly slnbl�ctad r. sw1vt tat me. lowu J. C*r MY cleft MCI Xkww L steel ls. ". uslow �i it J OU -B ENGINEE*�SINC. 212 10th Ave. So. Nampa, Idaho 83651 Telephone: 4688-2321 January 210 1976 467-5252 C� �M] up, OY Mr. Michael D. Preston, P.B. J -U -B ENGINEERS. Inc. _ _590.3.-Yranklia _Road Boise, Idaho 83705 - - Dear Mr. Prestons Meridian Manor II Subdivision An confirmation of our telephone conversation of January 15, 19766 we understand that there has been a slight field relocation for a water line in the said subdivision. In particular the tens -inch eater liue.running Last from Well No. 7 to Crestmout Drive has been moved a little to the North. Ander existing ordinances the City does not require that & final inspection report and record drawing be filed after con- struction. We recosmtend that you report such change on the record drawings. Thanks for keeping us informed. If we can be of further assistance please contact us. Sincerely, J -U -B KNOME", Inc. ZaKrdP.ortono Jr.,..E*I.T. &Pot Ott cc. MSuA1azXUxJxxGAXxAx&x Mr, Bruce D. Stuart Mr. Herald J. Cox, City Clerk ENGINEERING—PLANNING—SURVEYING • J -U -B ENGINEERS, INC. 212 Tenth Avenue South Nampa, Idaho 83651 Telephone: 4M2=----888-2321 467-5252 December 1, 1975 Mr. Herald J. Cox, City Clerk City of Meridian 728 Meridian Street Meridian, Idaho 83642 Dear Herald: Meridian Manor Subdivision As you requested, we have reviewed the development plans for Phase II of the Meridian Manor No. 2 Subdivision and the master water plan for the balance of the Meridian Manor Subdivision with the City Work Superintendent and the Fire Chief.. As a result of those reviews, we respectfully offer the following comments and recommendations. Water System The comments below are specifically referenced to the overall water plan provided to us and relate to the subject areas of line size, valve location and hydrant location. A. Line Size. The master plan calls for adequately sized lines and we do not recommend any changes in size. However, we would point out that the existing ten (10) --inch line in Northwest Eighth Street were inadvertently shown on the wrong side of the street. It actually lies on the Western side of the Northwest Eighth Street right of way. B. Valve Location. Generally, the valve locations as proposed on the plans are in concurrence with the master plan except on the extremely long blocks and except where valves are needed to permit future extensions of the system without placing a large number of users out of service. The changes we recommend include the following: (1) Existing valves are to be shown on all three legs of the water line inter -tie located West of Well No. 7 in Northwest Eighth Street. (2) The valve located on the West branch of the connecting pipeline directly North of Well No. 7 would better serve the City's needs by being relocated on the South run of the connection directly North of Well No. 7. (3) A valve is needed on the North run of the connection to the East of Well No. 7 in Crestmont Drive.. p J—U—B ENGINEERS, INC. 212 10th Ave. So. - Nampa, Idaho 83651 Mr. Herald J. Cox 2 December 1, 1975 (4) The valve on the South -branch of the connection at the intersection of Crestmont and Longford Drives would better serve the City's needs by being relocated in the East run of that connection. (5) A valve will be needed in the Northwest Eighth Street lire just.to the North of the ten (10) --inch connection that runs Westerly and serves as the transmission main for the Meadow View Subdivision. It is also required that, because of the great impact of disruption in service while connecting to the Meadow View transmission main, the developer will make any -said connects to the Meadow View line between the time, period of 12:00 midnight to 5:00 a.m. Further, the City is requiring that the developer coordinate with the City Work Superintendent for the City to relocate the existing pressure reducing station and water service line that runs to the Sewage Treament Plants. (6) A valve is to be located on the North run of the connection at the intersection of Northwest Eighth Street and Willowbrook Drive. (7) A valve is to be located on the North end of the water line in Northwest Eighth Street. (8) A valve is to be added to the water line in Kelsey Drive directly North of the line common to Lots 5 and 6 of Block 8. -(9) A valve is to be added to the water line on Cranmer Drive directly South of the lot line common to Lots 7 and 8 of Block 10. (10) A valve is to be added to the water line in Creekview Drive directly South of the lot line common to Lots 6 and 7 of Block 12. (11) A valve is to be added to the water line in Waterford Drive directly South of the lot line common to Lots 20 and 21 of Block 14. (12) A valve is to be located in the North branch of the water line connection at the intersection of Monterey Drive and Meridian Street. (13) Blow off devices are to be installed on the dead end lines in Willowbrook Circle and Crestmont Circle. Please note that we are presently working with the City Work Superintendent to develop a standard construction drawing for these blow off devices. C. Hydrant Location. Again, the proposed hydrant location were in general conformance to the master plan but because of the street layout and anticipated difficulty in servicing fires, the following changes are recommended. (1) A hydrant should be located near the West right of way line for Northwest Eighth Street to the West of Lot 11 of Block 2. We suggest that this hydrant be required when the property to the West develops and not be made a responsibility of this development. M -U -B ENGIN ERS, INC. f 5903 Franklin Road Boise, Idaho 83705 Telephone: (208) 344-7938 January 6, 1974 Mayor and City Council City Hall. Meridian, Idaho 83642 Re: Meridian Manor No. 1 Dear Mayor and Council: This is to certify that all improvements, streets, storm drain, sanitary sewer and domestic water, have been installed in Meridian Manor No. I Subdivision in accordance with the plans and specifications as prepared by this office and as previously ap- proved by the responsible agency. Attached is a copy of the acceptance letter for the streets and storm drain from the Ada County Highway District. The improvements for the sanitary sewer and domestic water have been approved by your Work Superintendent, Mr. Bruce Stuart. The developer, Bedelco, Inc. therefore respectfully requests a letter of approval and acceptance for the subdivision improvements. Respectfully submitted, �i B ENGINEERS, Inc. Gary Smith, P. E. GDS: pap Enclosure cc: Bedelco, Inc. Mr. Burt Smith �+'�. �1�����il �',;�. �i �+ .�, i'..,r '1!• : i. .�,� : }'p(;:'w•.'I v,:t: • J-U-B ENGINO-ERS, INC. 5903 Franklin Road Boise, Idaho 83705 Telephone: (208) 344-7938 May 18, 1972 Mr. Herald J. Cox, City Clerk City of Meridian City Hall Meridian, Idaho Re: Annexation Request Meridian Manor Subdivision Bedelco, Inc. Dear Mr. Cox: Bedelco, Inc., developers of Meridian Manor Subdivision, hereby formally requests annexation into the city limits pro- per of the City of Meridian, Idaho. Attached are two (2) copies of the land legal description to be used for the an- nexation purpose. Bedelco, Inc. would appreciate your placing this annexa- tion on the earliest possible agenda. If more information is needed, please call. Very truly yours, J -U -B ENGINEERS, INC. En eers for Bedelco, Inc. 0, Gary D. mith, P. E. GDS: eh Enclosures J -U -B ENGINEERS, I1&. 5903 Franklin Road - Boise, Idaho 93705 Project: 1351 Dated: May 15, 1972 DESCRIPTION FOR ANNEXATION OF MERIDIAN MANOR SUBDIVISION A PORTION OF THE SW 1/4 SE 1/4 AND THE N 1/2 SE 1/4, SECTION 1, T..3 N., R. 1 W., B. M., ADA COUNTY, IDAHO A portion of the SW 1/4 of the SE 1/4 and all of the N 1/2 of the SE 1/4 of Section 1, T. 3 N., R. 1 W., B. M., Ada County, Idaho, being more particularly described as follows: Beginning at a point marking the Southwest corner of said SE 1/4 of Section 1; thence North 0°05'00" West 210.00 feet, more or less, along the Westerly boundary of said SE 1/4 of Section 1, which is also the East- erly boundary of the Catholic Rectory Annexation, Ordinance No. 184, to the REAL POINT OF BEGINNING; thence continuing North 0°05'00" West 2,437.98 feet, more or less, along said Westerly boundary of the SE 1/4 of Section 1 to a point marking the Northwest corner of said SE 1/4; thence South 89051'35" East 2,654.43 feet, more or less, along the Northerly boundary of said SE 1/4 of Section 1 to a point marking the Northeast corner of said SE 1/4 of Section 1; thence South 0°05'40" East 1,324.03 feet, more or less, along the Easterly boundary, of said N 1/2 of the SE 1/4 of Section 1 to a point marking the Southeast corner of said N 1/2 of the SE 1/4 of Section 1; thence North 89°48'50" West 2,185.55 feet, more or less, along the Southerly boundary of said N 1/2 of the SE 1/4 of Section 1, a portion of which is also the Northerly boundary of Parcel No. 2, Church of God, Seventh'Day, Annexation, Ordinance No. 190 and the Northerly boundary of the Embassy Park Annexation, Ordinance No. 189 to a point marking the Northwest corner of said Embassy Park Annexation; thence along the Westerly boundary of said Embassy Park Annexation the following courses and distances: South 24043'20" Past 445.02 feet, more or less, to a point; J -U -B ENGINEERS, 0. 5903 Franklin Road - Boise, Idaho 83705 Project: 1351 Dated: May 15, 1972 Page 2 thence South 30°00'00" East 195.81 feet, more or less, to a point on the Northerly boundary of the West Cherry Lane Annexation, Ordinance No. 184; thence leaving said Westerly boundary of the Embassy Park Annexa- tion along the boundary of said West Cherry Lane Annexation the follow- ing courses and, distances: South 88033'00" West 93.58 feet, more or less, to a point; thence South 1°27'00" East 529.78 feet, more or less, to a point; thence leaving said boundary of the West Cherry Lane Annexation North 89°51'00" West 407.99 feet, more or less, along a line Northerly of and parallel to the Southerly boundary of said SW 1/4 of the SE 1/4 of Section 1, to a point; thence South 0°05100" East 12.0 feet, more or less, along a line Easterly of and parallel to said Westerly boundary of the SE 1/4 to a point on the Northerly boundary of said West Cherry Lane Annexation; thence North 89°51'00" West.268 feet, more or less, along said Northerly boundary of the West Cherry Lane Annexation, which is also a line Northerly of and parallel to said Southerly boundary of the SW 1/4 of the SE 1/4 of Section 1 to the point of beginning, comprising _ 96.77 acres, more or less. "'(;W •J -U -B ENGINEERS, INC. Mr. Herald Cox, City Clerk City of Meridian City Hall Meridian, Idaho 83642 Dear Herald: Boise, Idaho 83705 December 15, 1975 Re: Meridian Manor Subdivision Sewer and Water Systems Telephone: (208) 344-7838 This letter is in reply to Mr. Sumner Johnson's letter to you on December 1, 1975, regarding the water and sewer plans for the Meridian Manor Subdivision. We are submitting two (2) sets each of the revised Meridian Manor No. 2 Subdivision - "Sanitary Sewer and Water Distribution Plans", the revised master plan for the entire subdivision's water system, and the water and sewer specifications pertaining to the development for your review and approval. In addition, we are taking the liberty of send- ing one (1) set of the above plans and specifications to Mr. Johnson in order to shorten the review and approval timing. In accordance with Mr. Johnson's letter of December 1975, we would offer the following comments: As per item "A", the existing ten (10) inch line in Northwest Eighth Street has been relocated on the westerly side of the right -of --way on the Master Water System Plans. The first three items of "B. Valve Location", are existing valves and conform to the stated requirements. We inadvertently left these valves off our Master Plan but have included them as constructed on the revised Master Plan. Items "B(4) through B(13)11, have been revised as per Mr. Johnson's request. Items "C. H drant Location , (1) and (11) have been shown as requested, however, please note the different symbol used to designate that these hydrants are to be constructed by others. In addition, we are requesting that the hydrant indicated as Item "C(5)" also be constructed by others in the property located north of Meridian Manor. This hydrant could be located J—Lf— B ENGINEERS, C. 5983 Franklin Road - Boise, Idaho 83705 lk 0 Mr. Herald Cox -2 December 15, 1975 in a future intersection to the North. and serve the City's needs quite adequately. Your specific approval of this item is requested. Items "C(2) through(4) and (6) through (10) have been revised as requested. The notes on the water and sewer plans have been revised as required to reflect the City of Meridian's Standards. As noted earlier, we are supplying the specifications on both the water and sewer system's material and installation standards that are required for this development. With this additional data and revised plans we are requesting the following approvals: 1. Complete approval of the Meridian Manor No. 2 Sewer and Water System's Plans and Specifications as revised. 2. Approval of the Meridian Manor Master Water Plan with specific attention to the fire hydrant located on a future extension of Crisfield Drive. Your consideration of these items will be greatly appreciated. If you or your engineers have any questions, please call at any time. Yours truly, J -U -B ENGINEERS, Inc D. Michael Preston, P. E. DMP: pap Enclosure cc: Mx. Sumner M. Johnson, P. E. w/enclosure , Ed Bews and Burt Smith • ! J -U -B ENGINEERS, INC. 212 Tenth Avenue South Nampa, Idaho 83651 Telep Honorable Mayor and City Council 728 Meridian Street Meridian, Idaho 83642 Gentlemen: October 17, 1975 Meridian Manor Subdivision We have reviewed the subject of an overall plan of water transmission and distribution mains to serve the Meridian Manor Subdivision as has been recently discussed with City officials. We concur that the system should comply with the City's master plan (Preliminary Engineering Report, Municipal. Water System Plan and Proposed Water System Improvements for the City of Meridian, Ada County, Idaho, April, 1974). Therefore, we are respectfully transmitting the following basic outline to be followed for your consideration in future review of the Meridian Manor Subdivision. 1. An overall concept plan of the water distribution system to serve the entire subdivision should be developed and submitted by the developer's engineer to the City for approval. That plan could be -done on the tentative plat and should show general locations and sizes of pipelines, hydrants and valves. 2. Detailed plans for each phase of the development as it is finally platted would show proposed water line improvements for each phase and all inter- connections with the existing system at the time of final approval of development plans. 3. As the master plan calls for 10 -inch transmission .lines in the vicinity of all section or quarter section lines, and Meridian Manor borders three such lines, it will be necessary to provide for these 10 -inch transmission lines in the concept plans as approved. 4. The City's master water plan also calls for a 6 -inch line to be looped and at intervals not to exceed 600 feet. While that requirement must be interpreted with a great deal of judgment, the extreme lengths of Blocks 12 and 13 (see Tentative Plan Meridian. Manor Subdivision, J -U -B ENGINEERS, Inc., Drawing No. NB750421) requirethat the designers give consideration to either 6 -inch water line inter -ties between the blocks (and across five Mile Creek) or to the use of''8-inch water lines as one leg of the long loops required around those blocks. By a copy of this letter, we are reminding the developer's project engineer of the City's basic policy requirements. —SURVEYING �.. ... , ANGINEERI G�PLANNING 6 *0 ._ -'� J -U -B ENGINEERS, INC. 212 10th Ave. So. - Nampa, Idaho 83651 Honorable Mayor and City Council October 17, 1975 Page 2 US. If you have any questions concerning this matter, please contact Sincerely, J -U -B ENGINEERS, Ince Sumner M. Johnson, P/.E. n � lc - Richard F. Orton, ., E.I.T. SMJ RFO pj cc Mr. Bruce D. Stuart, City Work Superintendent Mr. Robert L. Walker, Fire Chief Mr. D. Michael Preston, P.E., J -U --B ENGINEERS, Inc., Boise BEDELCO, Inc., Boise HUB OF TREASURE VALLkY Dedelco, Ina, 19m D'UrtOn Smith and E., L. Doul 95-10 I1aZetcal d S)r:tvo Bo:iisag Idaho _3704 Att*a: Denal..eng Dear Sir: COUNCILMEN JOHN R. NAVARRO WAYNE D. SKIVER MARVIN R. RODINE KENNETH W- RASMUSSEN HERALD J, COX, TRAFFIC BUREAU, SFC;. ZONING a PLANNING In ardlO.r to CIORV thO City records of nny r21t:s or prcmir-len to Fly 01" fua� tat ca caters fl tho City t;� �.r �^o l,,^���T rows P:'01-paymont b a? n.ner) in tho r-nour it of 81POI,jo,,7r- X77, t.'Lo Pcdolrc of yn , -:MG r±orsey repr000nto n payment rsado t7 arsa,ict An n.0 $.ntstallation of n vater 1-nj-1, to thr fl.ntr c^,f f0, tho City t".�ater syston!,3 to b: , r^pa°. d an hooj..n-,Ljp feeT� 10"'0 In thO 110ri&tan llanor Tho Original pnyment ll1r fa l WvO755.00 !1etc.. 6' 1 PLnkd Chook to Pcfl,ol,co 9 jr.c..10'), '-) v NAYOR D,+ S:11jo:In C�c- 110ridi an Manor Sub, rlilo Vater Iced ;ear Pro -payment, Pilo Idg,ho Prdlpwtiea, c/o B1.11 I'lulLvanto E. Lo P'3110, 5206 Sorronto Circle qT-U-B Engi%].L'Ai3rro pojc,!? : rrY S I Q ; B -ill. 1~:F:lgga - Gary Smith ■- A Good Place to Live { `�� I .11 I'r '�..r' JLC OFFICIALS 728 Meridian Street HERALD J, COX, CITY CLERK. F, b. HELEN RYKFR. TREASUREn MERIDIAN, IDAHO GARY L. GREEN. CHIEF OF POLICE 03642 ORUCE D. STUART. WORK SUPT. Phone 8'13-4433 JOHN O. FITZGERALD. ATTORNEY ROGER WELKER, FIRE CHIEF DON M STOREY Alayo Dedelco, Ina, 19m D'UrtOn Smith and E., L. Doul 95-10 I1aZetcal d S)r:tvo Bo:iisag Idaho _3704 Att*a: Denal..eng Dear Sir: COUNCILMEN JOHN R. NAVARRO WAYNE D. SKIVER MARVIN R. RODINE KENNETH W- RASMUSSEN HERALD J, COX, TRAFFIC BUREAU, SFC;. ZONING a PLANNING In ardlO.r to CIORV thO City records of nny r21t:s or prcmir-len to Fly 01" fua� tat ca caters fl tho City t;� �.r �^o l,,^���T rows P:'01-paymont b a? n.ner) in tho r-nour it of 81POI,jo,,7r- X77, t.'Lo Pcdolrc of yn , -:MG r±orsey repr000nto n payment rsado t7 arsa,ict An n.0 $.ntstallation of n vater 1-nj-1, to thr fl.ntr c^,f f0, tho City t".�ater syston!,3 to b: , r^pa°. d an hooj..n-,Ljp feeT� 10"'0 In thO 110ri&tan llanor Tho Original pnyment ll1r fa l WvO755.00 !1etc.. 6' 1 PLnkd Chook to Pcfl,ol,co 9 jr.c..10'), '-) v NAYOR D,+ S:11jo:In C�c- 110ridi an Manor Sub, rlilo Vater Iced ;ear Pro -payment, Pilo Idg,ho Prdlpwtiea, c/o B1.11 I'lulLvanto E. Lo P'3110, 5206 Sorronto Circle qT-U-B Engi%].L'Ai3rro pojc,!? : rrY S I Q ; B -ill. 1~:F:lgga - Gary Smith ■- 5903 Franklin Road J -U -B ENGI ERS, INC. Boise, Idaho 83705 Telephone: (208) 344-7938 June 10, 1974 Mr. Herald J. Cox, City Clerk City Hall 728 Meridian Meridian, Idaho 83642 Re: Meridian Manor No. 1 Subdivision Dear Mr. Cox: The following, as requested by you by tele- phone June 7, 1974, is the length of 10 inch diameter PVC Class 160 water line as shown on our plans for the subjecI- subdivision: o GDS: pap 1. Within the subdivision boundary = 540 linear feet 2. From the subdivision North boundary to the North boundary of the well lot for well No. 7 = 670 linear feet. Very truly yours, J- -B ENGINN�EERS, INC. 17 Gary D. Smith, P. E. • *J -U -B ENGIrVEERS, INC. 5903 Franklin Road Boise, Idaho 83705 Telephone: (208) 344.7938 September 24, 1973 Mr. Herald J. Cox, City Clerk City Hall 728 Meridian Street Meridian, Idaho 83642 Re: Final Plat of Meridian Manor No. 1 Dear Mr. Cox: At the Planning and Zoning meeting held on September 17, 1973, the Commission requested me to relay word to Bedelco, Inc., the developers, that the final plat was being approved subject to the Commission receiving a letter from Bedelco, Inc. indicating their intentions for development of the small piece of property located at the Northeast corner of the Cherry Lane - N.W. 8th Street intersection. I have relayed the Commissions request to Bedelco, Inc. Yours truly, J -U,- ENGINEERS, Inc. Gary. D. Smith, P.E. cc: Bedelco, Inc. GDS: cab 5903 Franklin Road IOJ7U.q-.B ENGIAEERS, INC. BolSe, Idaho 83705 Telephone: (208) 344-7938 Septutbsr 11, 1973 4. Elmer $oniville, P.t., Ada CgraW Highway District Director, has requested a 41 toot back to b of curb section. This in the Districts p9lW oa mid-section linea roads and a copy of Mr. 3va1ville's letter is attached. Mr Laity council has also agreed to this sect4o as part of the right-of-way variance they have granted. 5. The storm drainage on Northwest Bth Street has been approved by the ACRD. Rich„Millbr, of ouarOi ics, is working oa the prelim- inary design of Cherry Lane. He hue indicated a probable store drain lira in Cherry lets thereby eliminating the surface drainage $#va Cherry Lane into the tftg 12” C.M.P. crossing F.W. 8th 890sat at our station 3+25. -1- Mr. Suer M. Joba on, P.R. City Ragineer city of Movidisn, Idaho 212 10th Ave. So. Nampa, Idaho 83651 ita: Mexidias Manor No. 1 "division Dear Smimmar: 0 With reference to your letter of June 1$1, 1973 concerning the Final Zlat and,development drawings for subject subdivision, the following items have been revised as requested: 1. The nate an the Plat front hw been changed to read "All D lot lines comma 14th public right of'way lines have a 5 foot ride Permanent public aright-of-ray.....eaeearvent." 2. A variance has been, granted by the Meridian City Council to allay Northwest, Rxh Streeta.to ham a 60 foot atreat right - 3. All attest na me were originally, abecked with Herald J. Cox, City Clem, and 4pprmmd. 4. Elmer $oniville, P.t., Ada CgraW Highway District Director, has requested a 41 toot back to b of curb section. This in the Districts p9lW oa mid-section linea roads and a copy of Mr. 3va1ville's letter is attached. Mr Laity council has also agreed to this sect4o as part of the right-of-way variance they have granted. 5. The storm drainage on Northwest Bth Street has been approved by the ACRD. Rich„Millbr, of ouarOi ics, is working oa the prelim- inary design of Cherry Lane. He hue indicated a probable store drain lira in Cherry lets thereby eliminating the surface drainage $#va Cherry Lane into the tftg 12” C.M.P. crossing F.W. 8th 890sat at our station 3+25. -1- J am^ ENGINEERS, ft. 5903 Franklin Road - Boise, Idaho 83705 46 Mr. Sumer M. Johnson -2- September 11, 1973 6 • 'be lcnl aegtioP4 AOw show 00 3 foot public right-* f-+vs� eaaaasat04,doss of thG ' s elmt section for the 30 foot half-& tuat : KA"i6vap now, Qai ill "Vitb the plan -profit. If you have any f9 thor questions or eta , please contact eiw. Very,, ads yours, J- , NGi1b I=, Inc tr11 fclr Bedsico dY Gary D. Adth, P. x. ccs Meiriftm City plamajqg i Zoning Hr.. H"Wld J, COX# City Clerk GDS a cab 7. It ,arae Cher dopers original #utasgion to pipe the drainage ditah alsrtg of Lots „tbg,h 1 th , 6, Block 4, and this is now sham on as plan-p.�rofile shiset. 8.V49aid , have b*.^ Monad on the plus, seetion of at' 9. The ea I fP�, and domat� Water pla w were submitted t�cr� the 'Idi�o, t of Haalik aa, JWa 3. 1973 and approval � O was iecadvw+d +rssber 6, 1913. 'o W knowledge no irrigation water p1plag is 1 •. 10. A dupli"tA MiGI cg of the plat. beak is being made to be presented, wl>l ,the plat #ront dupjJAj t*, 'to the .City Clerk. D ll. The de v apgr is M"r+a of this, 'i""remant. After the plat roeelves the ' ac], appr+evals and s44lttre6, it is sent to Mr« Dean match..�'.Sr64V141a8 *Winistratoc of Ada County, to hold for the ewneas td rocor4. Unless Dean 1►as a letter from Slnwr Soniville indioei g that surety has �� posted or that the streets amd twaves*gEcl► �1�ss, .bangs eozali:raeted 8" approved, he will not ll aow I4e pjq►t..� a regarded. BIW 11 through lS Vd1C tO the fins datrwlopamnt and will be Ineorpvrated is the 11"11 64on of the ming, ment. Portions of the develop - If you have any f9 thor questions or eta , please contact eiw. Very,, ads yours, J- , NGi1b I=, Inc tr11 fclr Bedsico dY Gary D. Adth, P. x. ccs Meiriftm City plamajqg i Zoning Hr.. H"Wld J, COX# City Clerk GDS a cab J U B ENGI , EERS, INC. 212 10th Ave. So. Nampa, Idaho 83651 Telephone: 466-2323-888-2321 September 10„ 1973 Mr. 'Fry D. Smith$ y.I. J�z ZOG, 10141, 5"s ftanklin go" Sole% Idaho 83701 rwww ,r. Smi th& Yhis is to eftg$m my Verbal ggwwal of some titre ago, of the Sanitary Sayer Md Vow Naos for Worldian manor go, 1 Subdivision as shown am dravUgo 572U3D- 1 amid 2721130-02. The" plans onform. to the evouU *ower plans as pr"rewmed for that ana of the City of 1kridiso. As a matter of iatoreot, on short doad-ono streets, sluilar O to the aelmd4e to that ano will consist entirely of dwstis water 04TV140. Therefore oimee lira flows are not required, you my rednee tba water main eariftS that street to a 4" diameter rates bran a d" diameter as Ob"m on the drawings. Please be adVU" that you will and to coordinate with D the pity 'Srpe4 ami City Fire Chia1 for location and design details for servies, osooedai s, maters, fits hydrants, and so fortb. Sincerely yaws, Sumner M. on �F.r. Wrlj sae 5610l4 cou, City Qleft Draft Stwrt, City Superintendent J -U -B ENGINEERS, INC. 212 loth Ave. so. - Nampa, Idaho 83651 Mr. Herald J. Cox 3 December 1, 1975 (2) A hydrant is to be required near the Southwest corner of Lot 1 of Block 7. (3) The hydrant shown near the Southwest corner of Lot 8 of Block 7 would better serve the City's needs by moving to a point near the Southeast corner of Lot 9 of Block 7. (4) The hydrant shown near the Southeast corner of Lot 2 of Block 8 would better serve the City's needs by moving to a point near the Southwest corner of Lot 25 of Block 7. (5) A hydrant is to be added to the water line in Crisfield Drive near the Southeast corner of Lot 1 of Block 17. (6) A hydrant is to be added to the water line in Creekview Drive near the Southeast corner of Lot 8 of Block 12. (7) A -hydrant is to be added to the water line in Cranmer Drive near the Southeast corner of Lot 4 of Block 10. (8) The hydrant located near the Northwest corner of Lot 1 of Block 10 is to be moved to near the Southeast corner of Lot 6 of Block 9. (9) The hydrant located near the Southwest corner of Lot 14 of Block 12 is to be moved to near the Southeast corner of Lot 18 of Block 12. (10) The hydrant located near the Southeast corner of Lot 14 of Block 14 is to be moved to near the Southwest corner of Lot 17 of Block 14. (11) A hydrant should be added to the East side of Meridian Street in the area East of Lot 11 of Block 15 but that hydrant is not to be a responsibility of this development. Additional comments regarding the water system design, and specif- ically pertinent to the development plans, for Phase II of Meridian Manor are listed below. Under Note 3, Drawing No. NB751101-02, the Contractor should be reminded that Meridian has an adopted water service line construction policy (copy attached) and that the policy will govern the construction of water service line for this development. Under Note 12, Drawing No. NB751101--02, the Contractor should be referenced to the Meridian policy on fire hydrant construction (copy attached). All temporary dead end water lines are to be plugged and secured with a thrust block. J`U-S ENGINEERS, INC. 212 10th Ave. So. - Nampa, Idaho 83651 Mr. Herald J. Cox 4 December 1, 1975 All water and sewer line crossings are to be completed in conformance with appropriate State standards. Additional revised copies of the master water plan should be for- warded to the City and ourselves. We suggest that the developer's engineers prepare a reproducible plan so that accurate record can be kept. Sewer System We find the: sewer collection lines in general conformance with all existing City policies. However, the developer is to be reminded that the sewer system construction is to meet certain materail, workmanship and testing specifications which have not as yet been forwarded to the City by the developer's engineers. Since these specifications are technical details, we suggest that you also condition the City's acceptance of the plans to receipt of specifica- tions that meet the approval of the City Work Superintendent and ourselves (as City engineer). Finally, our review and comments do not preclude or replace county or state reviews and/or approvals that may be required before implementing the proposed development. If we can be of further assistance in this matter, please contact us. Sincerely, /.J--U-B ENGINEERSInZ. Sumner M. Joryon, P.E. SMJ RFO pj Enclosures cc Mr. D. Michael Preston O -U-B ENGINEERS, INC. 5903 Franklin Road Boise, Idaho 83705 Telephone: (208) 344-7938 Mr. Herald J. Cox City Clerk City of Meridian City Hall Meridian, Idaho ,83642 Dear Mr. Cox: November 19, 1975 ,- Enclosed for your approval are two -.(2) prints of the Sanitary Sewer Plan and Profile sheets for Meridian Manor No. 2 Subdivision (Drawing Nos. NB751101-1, 02, 03, 04, 05, 06, and 07). Your prompt attention considering these plans will be greatly appreciated. Yours truly, J -U -B ENGINEERS, Inc. -'1�7 e4o Gary L. Rodenspiel, L.S. GLR:cab enclosures cc: Ed Sews Idaho Properties, Inc. O LJ -U -B ENGINEERS, 10"I INC. 212 Tenth Avenue SouthNampa, Idaho 83651 Telephone:: 4i October 17, 1975 Honorable Mayor and City Council 728 Meridian Street Meridian, Idaho. 83642 Gentlemen: Meridian Manor Subdivision We have reviewed the subject of an overall plan of water transmission and distribution mains to serve the Meridian Manor Subdivision as has been recently discussed with City -officials. ----We concur- that tine- system should comply with--the- City's master plan (Preliminary Engineering Report, Municipal Water System Plan and Proposed Water System Improvements for the City of Meridian, Ada County, Idaho, April, 1974). Therefore, we are respectfully transmitting the following basic outline to be followed for your consideration in future review of the Meridian Manor Subdivision. 1. An overall concept plan of the water distribution system to serve the entire subdivision should be developed and submitted by the developer's engineer to the City for approval. That plan could be done on the tentative plat and should show general locations and sizes of pipelines, hydrants and valves. 2. Detailed plans for each phase of the development as it is finally platted would show proposed water line improvements for each phase and all inter- connections with the existing system at the time of final approval of development plans. 3. As the master plan calls for 10 -inch transmission lines in the vicinity of all section or quarter section lines, and Meridian Manor borders three such lines, it will be necessary to provide for these 10 -inch transmission lines in the concept plans as approved. 4. The City's master water plan also calls for a 6 -inch line tobe looped and at intervals not to exceed 600 feet. While that requirement must be interpreted with a great deal of judgment, the extreme lengths of Blocks 12 and 13 (see Tentative Plan Meridian Manor Subdivision, J -U -B ENGINEERS, Inc., Drawing No. NB750421) requirethat the designers give consideration to either 6 -inch water line inter -ties between the blocks (and across Five Mile Creek) or to the use of 8 -inch water lines as one leg of the long loops required around those blocks. By a copy of this letter, we are reminding the developer's project engineer of the City's basic policy requirements. J -U -B ENGINEERS, INC. 212 10th Ave. So. - Nampa, Idaho 83651 Honorable Mayor and City Council October 17, 1975 Page 2 If you have any questions concerning this matter, please contact VF --V Sincerely, J -U, .L ENGINEERS, Inlc. Sumner M. Johnson, P.E. C r✓ Richard F. Orton, ., E.I.T. SMJ RFO pj cc Mr. Bruce D. Stuart, City Work Superintendent Mr. Robert L. Walker, Fire Chief Mr. D. Michael Preston, P.E., J -U -B ENGINEERS, Inc., Boise BEDELCO, Inc., Boise ,T oridian City Mall December ?_, 1973 Voucher DataPurpose 5 9589 l,1e,0.75: Vernon Schoen B1dgd Inspector 9550 11,'zO,75 Meridian Plumb ng Parts :,7 9,j91 11.710.75 Modern Printers Licenses 9592 136'0.75 Paramount Utilities, Inc:. Parte �yltioc,l 959j 11.-0.75, Steve's Radiator & WeldinG R Radiator 6�a..� Th.e I-lot:i,on Upas made by Marvin Bodine and seconded by W. P. kive.�. that 4T10 bills as read be allowed. motioned- c1 iv r ea • R m H 1 t� - 1\1 �'r E �J 9 p ss z e ussen, yca, _.oc. �z...e, • ca, ava_... o, yea. 'Ric Orton stated that, a letter had been presented to t.??e I.Tea-J.dir+rl IIano-^ E' Development No. 2 instructing t1=C21 to redraw their Flat to ehori thc la—,rer dines required to service their development. This dratr .ng in rough draft fomo was explained by r -Ir. an"I vill be Jrav-n and presented later. This rough draft has been. revie�recl is rr tho Fire Cis,":h" Roger Welker, and Work's Supt. Bruce Stuart. The Lire Hydrants have been approved and designated on ttis map,, The Motion war made by 1.1. D. Sliver and seconded by John Navarro that t7�.o rough draft sketch of.Meridian Manor #2 total Water an.0, Sel..'e ° Project b:) I approved iri_th the JUB Engir:cels s to provide final- appy©vat, ofY.—m—:ne-ex o -J dra.i-rin s rcp �csenting tho City. Motion passed: Skl.ver. , yea; Rasmussen, yoa; Bodine, rca , T'rarar=, ron. There being no other business to come before the Council, tl,.c meting stood adJou.rn.ed. r r Attest. City)"lark "t DIVISION OF ENVIRONMENT July 10, 1975 The Honorable Donald M. Storey Mayor of Meridian 728 Meridian Street Meridian, Idaho 83642 Dear Mayor Storey: James A. Bax, director Recently our department has received several questions from developers inquiring as to who may connect to the Meridian 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 which was platted prior ;to Jerry Yoder's letter of May 2, 1973; consequently these subd vaCsions may' be con-- nected to the sanitary sewer if the City of Meridian has no objections. However, we would like to point out that Meridian could violate its NPDES discharge permit if it continues to allow additional connections to the sewer system, and that once such violations occur, bringing the sewage 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 to the sewer system would not be allowed. Based on this letter we 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 platted prior to May 2, 1973, the City. of Meridian may not want to allow additional connections to the sewer system beta -use of possible violations to the NPDES discharge permit and possible effects on the certificate of adequacy. me. If you have any questions concerning this matter, please contact Sincerely, cc: ACOG Larry Attwood MPXRTMENT OF HEAtTH AN IELFARE Central District Health Dept. H. David Sanders Environmental Engineering Spec. II . FUSE, BOISE, 83720 DivisioJ.4�ftp 801 Reserve Street Z$ January 28, 1976 Boise, Idaho 53702 o� 3 "ts Mr. D. Michael Preston PM J, -U -B Engineers, Inc. �:, 5903 Franklin Road Boi$e, Idaho 83703 ` O'Re: Meridien mor go. 2 Sdvision, Meridian, Idaho w t; Dear Mr. Preston, We have review and soved the engineering plans and specifications "R for the newer and water syr which will serve Meridian Manor 1,4o. 2 Sub�- division ill Meridian. Thiepyroval is contingent upon the following conditions: 1 • Manhole A.1.3-4 at be a drop n.anhole. 2, The surer +Rystm,zch serves Meridian Manor No. 2 may not be connected to the tidlau sewer system until the new Meridian sewage treatment ont has been constructed and written permission has been receivedrom our department to connect. 3. Dpan completion oche project the engineer must certify that the sewer and water stem was installed in accordance with the Idaho Driulei Wa er St rdo and the I 1►o Sew a Works Design Standards. Of the three sets of ]sod and specifications submitted to our depart- 111Ont, to are returning two ets to you and retaining one set for our files. We are also returning the tree sets of plans submitted on December 15, 1975. If you have any queet)ns, pleade contact me. Sincerely, S. David Sanders Environmental Engineering Spec. II HDS f rb cc. City of Meridian Central District health Dept. ACOG t STATEHOUSE, BOISE, 83720 DIVISION OE ENVIRMMENT November 26, 1975 Mr. Gary Rodenspiel 590i Franklin Road Boise, Idaho 83705 L7A Re: Meridian Manan No. 2 Stibdivision - Ada CaWty Dear Mr. Radenspiel: We have reviewed the snineering plans for the proposed sewer and water system which will saerve Meridian Manor No. 2 Subdivision, aftd find that we cannot apprpw them at the present time. The Meridian $@wag* treetreent plant currently experiences periods when its hydraulic capacity is exceeded because df infilt- ration, nfilt-ration, ad bypassinj of raw savage occurs. Because of this situation our department will not approve additional connections to the sanitary sewer system until sech time as the new Meridian sewage treatment plant,fo omstructed or the infiltration/inflow has been reduced A sufficiarAiy to eli'Vinate bypassing. Our, department will consider approving dryline sowers for this subdivision provided the Gentril District Kiealth Department will approve tM use of septic teaks on an into Hm basis. We are returning tyle three sets of p1lrW which were submitted to our department. If you have any question please contact me. Sincerely, H. David SanOrs Envi rornsentael Engineering Spec. 11 cc: Central District Health Dopt• City of Varidiao ACDQ HVSfdJ J -IL) -B ENGINEERS, INC. anklln Road - Boise, Idaho 83705 f' Project: 7133 Date: October 7, 1975 DESCRIPTION. FOR MERIDIAN MANOR NO. 2 SUBDIVISION PORTION OF THE SEI/4, SECTION 1, t;, Ay 7e? T.3N., R.1W., B.M., ADA COUNTY, IDAHO Beginning at a brass cap marking the Southwest corner of the SE1/4 of Section 1, T.3N., R.N., B.M., Ada County, Idaho; thence North 0024150" West 1,323.96 feet along the Westerly boundaries of the said SE1/4 of Section 1 and Meridian Manor No. 1 Subdivision, as filed for record in the office of the Ada County Recorder, Boise,, Idaho in Book 33 of Plats at pages 1989 and 1990 and the Easterly boundary of Cherry Manor Subdivision, as filed for record in the office of the Ada County Recorder, Boise, Idaho in Book 22 of Plats at pages 1442 and 1443:to a brass cap marking the Southwest corner of the N1/2 of the said SEI/4 of Section 1, also said point being the REAL POINT OF BEGINNING; thence along the following courses and distances to iron pins: North 89048'35" East 100.00 feet along the Southerly boundary of the said N1/2 of the SE1/4 of Section 1; thence North 0°24'50" West 750.39 feet along a line 100.00 feet Easterly of and parallel to the Westerly boundary of the said N1/2 of the SEI/4 of Section 1; thence North 89°35'10" East 400.00 feet; thence South 0°24'50" East 5.00 feet along a line 500.00 feet Easterly of and parallel to the said Westerly boundary of the N1/2 of the SEI/4 of Section 1; thence North 89°35'10" East 100.00 feet; thence North 0°24'50" West 4.80 feet along a line 600.00 feet Easterly of and parallel to the said Westerly boundary of the N1/2 of the SE1/4 of Section 1; thence North 89°35'10" East 150.00 feet; thence South 69°05'25" East 671.99 feet; thence South 80000'00" East 145.88 feet; thence South 0°11'25" East 135.00 feet; i J—U—s7 ENGINEERS, INC. Wranklin Road • Boise, Idaho 83705 . Project: 7133 Date: October 7, 1975 Page 2 Meridian Manor No. 2 Subdivision thence South 89048'35" West 40.00 feet along a line 350.00 feet Northerly of and parallel to the said Southerly boundary of the N1/2 of the SE1/4 of Section 1; thence South 0011'25" East 100.00 feet; thence North 89°48'35" East 93.85 feet along a line 250.00 feet Northerly of and parallel to the said Southerly boundary of the N1/2 of the SE1/4 of Section 1; thence South 0°11'25" East 150.00 feet; thence South 89°48'35" West 25.00 feet along a line 100.00 feet Northerly of and parallel to the said Southerly boundary of the N1/2 of the SE1/4. of Section 1; thence South 0011'25" East 100.00 feet to a point on the said Southerly boundary of the N1/2 of the SE1/4 of Section 1; thence South 89048'35" West 1,077.58 feet along the said Southerly boundary of the N1/2 of the SE1/4 of Section 1; thence South 24°43'55" East 268.42 feet to a point marking the Northeast corner of Lot 6 of Block 1 of the said Meridian Manor No. 1 Subdivision; thence along the Northerly boundary of the said Meridian Manor No. 1 Subdivision South 65°16'05" West 100.00 feet; thence North 24°43'55" West 53.06 feet; thence South 65016'05" West 285.00 feet; thence South 83°00'00" West 55.00 feet; thence North 35053'41" West 89.67 feet; thence North 0°24'50" West 85.00 feet; thence South 89°35'10" West 100.00 feet to a point marking the North- west corner of Lot 8 of Block 2 of the said Meridian Manor No. 1 Subdivision; J -4.J -B ENGINEERS, INC. #ranklln Road - Bolsa, Idaho 63705 ,. Project: 7133 Date: October 7, 1975 Page 3 Meridian Manor No. 2 Subdivision thence leaving the said Northerly boundary of Meridian Manor No. 1 Subdivision North 0°24'50" West 204.91 feet along the said Westerly boundary of the SEI/4 of .Section 1 to the point of beginning, comprising 25.53 acres, more or less. DMP/JDW:cab Prepared by: U -B ENGINEERS, Inc D. Michael Preston, P.E. it A SIZING REQUIREMENTS for Multiple Meter Installations Number of A B C D Meters Per Corporation Service Curb Meter Service Line Stop Size Line Size Stop Yoke 1 3/4" 3/4" Ford #B44-33 Ford #V92-24 2 1" 1" 3/4" Curb Stop w/Male Connection, 3 1-1/2" 1-1/2" or Approved or -Approved 4 1-1/2" 1 1-1/2" Equal Equal SPECIAL EE UIRBENTS 1. Meters shall be installed by the City of Meridian. All other equipment and materials may be installed by a contractor under the direction of a licensed plumber. All items shall be inspected by the City Work Super- intendent. 2. The city will, at the owners request, provide all labor and work required for a service connection. Charges for such work will be made to the owner by the city under a schedule of charges established by the city. 3. All service line equipment requirements set forth herein are for typical single family residents with service lines no longer than 50 feet and house lines no longer than 50 feet. All connections which require longer service or house lines may be subject to larger size requirements. Also commercial and industrial service equipment and sizing requirements will be determined individually after the owner has satisfactorily established his water use needs. 4. All corporation stop connections to water mains shall be made in conform- ance to manufacturers recommendations for the material in the main. In all cases, that connection will be subject to inspection by the City Work Superintendent. 5. 0n all meter installations where service cannot be completed to the house, 'a 18" x 3/4" galvanized stub with plug shall be attached to the discharge side of the meter yoke. I I i 6. It shall be the responsibility of the person expecting water service from the City of Meridian to notify the City Work Superintendent of his needs at the earliest possible date. Such notification shall include the following information: a. An estimate of the number and type of meter installation that will be requested. b. An estimate of when the installations will be requested. c. A statement indicating who will supply and install all items except the meter. d. Any other information deemed necessary by the City Work Superintendent. • City of Meridian 927 Meridian Street Meridian, ID 83642 Mr. Burt Smith BEDELCO, Inc. 9530 Halstead Drive Boase, ID 83701 Dear Mr. Smith: Sanitary restrictions for lots adjacent to Meridian Well No. 7 We would like to call your attention to sanitary restrictions, as outlined by the State of Idaho Department of Health, that must be observed in the area surrounding Domestic Well No. 7. As .you know, the well is located within the boundaries of Meridian Manor No. 2 Subdivision as you have proposed. The sanitary restrictions will affect five lots in the proposed subdivision besides the well lot. In particular, the sanitary restrictions which we refer to include the following minimum distance between the well and various sources of contamination: Contamination Source Minimum Distance (ft.) From Well Building Sewer 50 Septic Tank 50 Disposal Field 100 Seepage Pit. 100.= Dry Well 50 Cesspool 150 Livestock 50 Because the proposed subdivision will be connected to the City Sewer, only the 50 foot restriction on building sewers has relevance. We have discussed this matter with your Engineer, and it is his finding that the sanitary restrictions will not create any serious problem with your plans. In order to insure that the sanitary restrictions are observed, we will, require that the sanitary restrictions be explained in the pro- tective covenants for the subdivision and in the deeds for all affected lots. us. If you have any questions regarding this matter, please contact Sincerely, Don Storey Mayor DS/lj cc: Michael Smith, Environmental Engr. Specialist II, IDECS J -U -B ENGINEERS, Inc. . X APOCATICN FOR SUBDIVISICN APPROV Meridian Planning do Zoning Commission Applications must be presented at City Hall by the Second Monday of the Month for Planning A Zoning Filing Information .�. Ie GENERAL INFORMATICN eridian Manor No. 2 Subdivision Proposed Name of Subdivision One-quarter mile north of Cherry bane, from Meridian Street (General Location West to N.W. 8th Street Legal Description - Attach if Lengthy Attached Bedelco, I11c. Owner s of Record) (Name)..Telephone No. 9530 Halstead, Boise, Idaho Address Name 9530 Halstead Boise, Idaho Address Telephone No. J -U -B ENGINEERS, Icn. 344--7938 Engineer, Surveyor or Planner Name (Telephone No.j 5903 Franklin Road, Boise, Idaho Address Citv of Meridian sdiction(a -nequ3,r3.ng Approva.L Residential Type of Subdivision --Residential) Commercialp Industrial acepted bys) (Date Fee I N w II•` SUBDIVISION FEATURES , 1.Acres 306 Number of Lots 80' x 100' (norm)_ Dimensions of Lots 2• 0 Acres of Land in Contiguous Ownership 3� Width = 65' x Depth = 90' Minimum Lot Sizes 4• Existing Zoning Classification Residential 59 Has Request Been Made to Change Zoning? X yes no 6. Zoning Request do Under What Name?` N/A III. IMPROVEMENTS PROPOSED AND REQUIRED Ordinance Proposed conformance (applicant) (staff) 1•, Street Standard.601 Right of Way Collectors Other Request Minor - 50 w/5' ease. 2. Curb and Gutter (Type). Standard 'j• Sidewalks Location Widths Back of curb - 4' Alleys No 49 Street Names X Must not conflict with Grid system 5• Domestic Water Supply, (a) (Individual) (dell) (b) (Central) (City) X (c) (Location of existing lines) In street r/w & Base. (d) (Location of proposed lines) In street r/w & Ease. 6. Method of Sewage Disposal (a) (Individual) (b) (Central) X (c) (Locations of existing lines) In street r/w & ease. (d) (Locations of proposed lines) in street r/w & ease.. 7• Method.of Storm Water Disposal (a) (location of existing lines) Surface to (b) (Location of proposed lines) Treatment ponds 8. Irrigation Water Supply Provided (If irrigation water supply not yes no 'provided, has r6a been withdrawn from District? X -- _— - - -- yes 9• Power and Phone (a) (Underground) (b)..(Overhead) . 10• Natural Gas 11. Other Utility X X no • Iile Continued 129 Are Easements for 5,6,7,8,9, 10P UP Provided and where located? Yes .139 Are Fire Hydrants Provided, where located? as required Are Street Lights Provided, where located?, No :.15e Area to be dedicated to public or Semi -Public areas, (a) School Site(s) (b) Public park site(s) 0 (o) Common area for residents 0 (d) Water supply, pumphouse Lot 28, Blk 2 (e) Sewage disposal area 0 (f) Other 169 Location of existing dedicated streets and their widths at the point immediately adjacent to proposed development. N.W. 8th St. = 60', Crestmont = 50' Meridian St. 80' 179 Vicinity Map (scale 1" • 3001) -- 2 copies 18. Contour map of area. 199 Existing Buildingso to remain or be removed? , 209 1" •• 1000 drawings showing general plan, and adjacent subdivision --2 copies. 21e Proposed protective covenants. '. 22e Examination by city Engineer. IV. BUM= PROGRAM (To be completed.by applicant) 19 Type of buildings (Residential, Commercial, Industrial, Combination) Residential 29 'type of dwellings (Single-family, duplexes, multi -family (rental), multi- family (sale), Combination) Single-family Garages Attached Basements Water Table Study Detached Driveway width Off street parking Typical Building Price Range 2 space per unit 1 Story Building Material Y• RE.STRICTIC S AND DESIGN INF0MUTION i Proposed (applicant) - Ordi nanc e conformance ( Staff ) 1• Allowed Land Vaes Residential 2• Minimum Lot Area 6500 sq. ft. 39 Minimum Lot Frontage 65' $• Minimum Lot Width OFrout Setback 65' 5• Minimum Lot Depth 90' Front Setback 20' .79 Side Setback $' 8• Side Street Setback 9. Rear Setback 20' 10. Percentage of Lot.Coverage• 35% We SPECIAL DISTRIC'T'S ( Staff ) Fame Approval 1•School District 2• Fixe District (or Dept.) 3• Sewer District (or City) :- $• Irrigation District 5• dater Company or District ' 6• Other (Name, Purpose) V11• "RECORD OF APPROVAL (Staff) Preliminary (date) Final (date) 1. Technical Review Committee 29 County Planning Commission 30 City Plan. Comm. Name 49 County Surveyor (Final Only) 5. County Highway District (Final Only) - 6• City Council Nams �....�.. ..,_ 7• Board of Ada County Commissioners ', (Final Only) .. .x J -U -B ENGINEERS, INC. *Franklin Road - Bolsa, Idaho 83705 Project: 7133 Dated: ,Tune 9, 1975 TENTATIVE DESCRIPTION FOR MERIDIAN MANOR NO. 2 SUBDIVISION A PORTION OF THE SE1/4, SECTION 1 T.3N., R.1W., B.M., ADA COUNTY, IDAHO A portion of the SE1/4 of Section 1, T.3N., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Beginning at a point marking the Southwest corner of the said SEI/4 of Section 1; thence North 0°24'50" West 1,119.05 feet along the Westerly boundary of the said SE1/4 of Section 1, which is also along the Westerly boundary of Meridian Manor No. 1 Subdivision, as filed for record in the office of the Ada County Recorder, Boise, Idaho in Book 33 of Plats at pages 1989 and 1990 to a point marking the Northwest corner of Lot 8 of Block 2 0 of the said Meridian Manor No. 1 Subdivision, also said point being the REAL POINT OF BEGINNING; thence continuing North 0°24'50" West 1,528.94 feet along the said Westerly boundary of the SE1/4 of Section 1 to a point marking the Northwest corner of said SE1/4 of Section 1; D thence North 89°48135" West 2,654.43 feet along the Northerly boundary of the said SE1/4 of Section 1 to a point marking the Northeast corner of said SE1/4 of Section 1; thence South 0°25'30" East 1,324.03 feet along the Easterly boundary. of the said SE1/4 of Section 1 to a point marking the Southeast corner of the N1/2 of the said SE1/4 of Section 1; .thence South 89°48'35" West 2,185.85 feet along the Southerly boundary of the said N1/2 of the SEI/4 of Section 1 to a point; thence South 24°43155" East 268.42 feet to a point marking the Northeasterly corner of Lot 6 of Block 4 of the said Meridian Manor No. 1 Subdivision; thence South 65°16'05" West 100.00 feet along the Northerly boundary of the said Meridian Manor No. 1 Subdivision to a point; thence North 24°43'55" West 53.06 feet along the said Northerly boundary of Meridian Manor No. 1 Subdivision to a point; thence South 65°16'05" West 285.00 feet along the said Northerly boundary of Meridian Manor No. 1 Subdivision to a point; J-Lh B ENGINEERS, INC. Wranklin Road - Bolse, Idaho 83705 [C' 1 p IYl Project: 7133 Dated: June 9, 1975 Page 2 11 thence South 83°00100" West 55.00 feet along the said Northerly boundary of Meridian Manor No. 1 Subdivision to a point; thence North 35053141" West 89.67 feet along the said Northerly boundary of Meridian Manor No. 1 Subdivision.to a point; thence North 0°24150" West 85.00 feet along the said Northerly boundary of Meridian Manor No. 1 Subdivision to a point; thence South 89°35'10" West 100.00 feet along the said Northerly boundary of Meridian Manor No. 1 Subdivision to the point of beginning, comprising 84.14 acres, more or less. Prepared by: J -U -B ENGINEERS, Inc. . l 1 Gary L. Rodenspiel, L.S. DMP/GLR:cab �. -U—B ENGINEERS INC. 5903 Franklin Road - Solse Idaho 83705 Project: 1679 Dated: November 1, 1973 DESCRIPTION OF WATER LINE EASEMENT A FOR BEDELCO, INC., A PORTION OF THE NW1/4 SEI/4, SECTION 1, T. M , R.1W., B.M., ADA COUNTY, IDAHO A 20 foot Permanent Water Line Easement lying in the NW1/4 of the SE1/4 of Section 1, T.3N., R.1W., B.M., Ada County, Idaho, and more particularly described as follows: Beginning at the Southwest corner of the said NW1/4 of the SE1/4 of Section 1; thence North 0°24'50" West 5.00 feet along the Westerly boundary of the said NW1/4 of the SE1/4 of Section I to a point, also said point being the REAL POINT OF BEGINNING; thence continuing North 0°24150" West 20.00 feet to a point of curve; thence Northeasterly along a curve to the left 60.91 feet,. said curve having a central angle of 24°19'05", a., -radius of 143.50 feet, tangents of 30.92 feet and a long chord of 60.45 bearing North 77025'38" East to a point of tangent; thence North 65°16'05" East 257.16 feet to a point; thence South 24043155" East .159.13 feet to a point on the Southerly boundary of the said NW1/4 of the SE1/4 of Section 1; thence South 89°48'23" West 21.99 feet along the said Southerly boundary of the NW1/4 of the SE1/4 of Section 1 to a point; thence North 24°43'55" West 130.00 feet to a point; thence South 65°16'05" West 195.00 feet to a point; thence South 24°43'55" East 30.00 feet to a point; thence South 65°16'05" West 19.87 feet to a point; thence North 24043'55" West 30.00 feet to a point; ENGINEERS, INC. 590Aklln Road - Bolsa, Idaho 83705 Project: 1679 Dated: November 1, 1973 Page 2 thence South 65°16'05" West 22.29 feet to a point of curve; thence Southwesterly along a curve to the right 69.39 feet, said curve having a central angle of 24019'05", a radius of 163.50 feet, tangents of 35.23 feet and a long chord of 68.87 feet bearing South 77°25'38" West to the point of beginning marking a point of tangent, comprising 0.224 acre, more or less. ALSO: A 10 foot Temporary Construction Easement 10 foot in width lying adjacent to add parallel to the above described 20 foot Permanent, Water Line Easement. GDS/GLR:cab ENGINEERS, INC. 59*nklln Road- Boise, Idaho 83705 Project: 1679 Dated: November 1, 1973 DESCRIPTION OF WATER LINE EASEMENT B FOR BEDELCO, INC,' A PORTION OF THE SWI/4 SE1/4, SECTION 1, T.3N., R.1W., B.M., ADA COUNTY, IDAHO A 20 foot Permanent Water Line Easement lying in the SW1/4 of the SEI/4 of Section 1, T.3N., R.1W., B.M., Ada County, Idaho, and more particularly described as follows: Beginning at the Northwest corner of the said SW1/4 of the SE1/4 of Section 1; thence North 89048'23" East 336.99 feet along the Northerly boundary of the said SW1/4 of the SE1/4 of Section 1 to a point, also said point being the REAL POINT OF BEGINNING; thence continuing North 89°48'23" East 21.99 feet along the said Northerly boundary of the SW1/4 of the SE1/4 of Section 1 to a point; thence South 24°43'55" East 260.88 feet to a point; thence South 65016'05" West. 20.00 feet to a point; i thence North 24043'55" West 270.00 feet to the point of beginning, comprising 0.122 acre, more or less, ALSO: A 10 foot Temporary Construction Easement 10 foot in width lying adjacent to and parallel to the above described 20 foot Permanent Water Line Easement. 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'w 5i� l a �o+mbag r #;F I p,. aoerc-;�.qo Il/' yep+ r u$IF is '$�� _ i/ S Owl A la O Zr aI'n =Pa a9 br1S y ~p I Um G � I � -'r a,•� Pa a/ e it pKt f� 3pP r; 17'� nny/ N hr ` n a/ • i parr � r,. }/ /' 06:1 (r + rl gsr i o m,� p K 'P gl � g� 50-Ir23•[. k� i 19507 $0'I125•E-A •4 � UNPM-ATTEC 00.00' + ^ • 1°fCR1pIwN 4TRECT T $ S Si5'4r 55'M2a00'M P�� !*-U-B ENGINEERS INC. 5903 Franklin Road Boise, Idaho 83705 Telephone: (208) 344-7938 May 29, 1975 Meridian City Planning and Zoning Commission Meridian City Hall Meridian, Idaho 83642 Re: Meridian Manor Subdivision Gentlemen: Attached find two copies of a tentative plat of Meridian Manor Subdivision. Please consider this plat for approval at your earliest convenience. I am enclosing a copy of a letter from the Ada County Highway District approving the layout of the subdivision. The following points are offered to clarify certain aspects of the subdivision as they relate to the Subdivision Ordinance. 1. Minor Street R/W Widths: The minor streets in this subdivision are shown with 50 foot r w widths. Five foot easements for roadway and utility purposes will be granted on each side of all streets by the final subdivision plats. This is in accordance with the approval of Meridian Manor No. 1 Subdivision and the Tedi Subdivision which are both located adjacent to this subdivision. This is also in accordance with the action of the Planning Commission of September 17, 1973 in which the following motion was passed: "The motion was made by Don Roberts and seconded by Dr. Lee Pulley that the Platting Ordinance be changed to read 'a 50 foot roadway with a 5 foot easement be allowed for minor streets' instead of a 60 foot street for minor streets. Motion passed: All yea." 2. Quarter -Section Line Collector Streets: Two east -west collector streets have been provided through the subdivision (Willowbrook Drive and Crisfield Drive). The function of a mid-section line collector street will be adequately served by Crisfield Drive even though it is not located precisely on the quarter -section line. The location of Crisfield Drive was selected primarily because of the influence of Five Mile Creek, which severely limits the design of that portion of the subdivision lying north of the Creek. Placing a straight line collector along the quarter -section line would compound that limitation. The location of Crisfield Drive has been returned to the quarter - section line near the west end of the subdivision in a manner which will provide locational flexibility for the land owner on the north to also avoid the restraints imposed by Five Mile Creek. J—U—B ENGINEERS, IN 5903 Franklin Road - Boise, Ipahp 53705 Meridian City Planning and Zoning Commission -2- May 29, 1975 3. Block Length: There are two blocks in the subdivision which exceed 1,000 feet in length. These are Blocks 12 and 13 which both parallel the right-of-way of Five Mile Creek. Shortening of the block lengths would necessitate the construction of an additional bridge crossing of the creek, since the existing bridge shown (between Lot 21 of Block 12 and Lot 21 of Block 13) is not adequate as a street crossing and will be removed. The construction of a second bridge for another street crossing of Five Mile Creek appears to be unnecessary, as well as constituting an additional long-term maintenance cost to the Highway District and an attractive nuisance to the neighborhood. Both blocks are served by collector streets connecting with an arterial street (Meridian Street) on the east and another collector (N.W. 8th Street) on the west. This provides each lot with adequate access for both normal and emergency traffic. 4. Side Lot Lines at Right Angle to Street: Several side lot lines do not intersect the street right-of-way at right angles as suggested by Section VI, Sub -Section 4(b) of the Subdivision Ordinance. These are side lot lines to the following lots: Lot 28, Block 2; Lots 10-11, Block 4; Lots 8-9, Block 5; Lots 11-12, Block 9; Lots 1-21, Block 9; Lots 13-14, Block 10; Lots 17-18, Block 12; Lots 18-19, Block 13. Lot 28, Block 2 is a well site, together with necessary right-of-way for an irrigation canal and a water line. The lot is intended to be owned by the City of Meridian. The locations of the lot lines were dictated by the location of the irrigation canal and proximity to the south boundary of the subdivision which restricted flexibility of design. All the other specified variations were desirable to maximize the liveability of the lots in question. They all result in a better street and lot plan, as allowed by the Subdivision Ordinance, since to maintain a 90 intersection with the street right-of-way line would unduly restrict the use of one or both lots which are effected. The applicant respectfully petitions the City of Meridian to approve the tentative plat of Meridian Manor Subdivision as submitted herewith. Sincerely, J -U -B ENGINEERS, Inc. awrerice R. Sale LRS:cab cc: City Engineer n0 Q �' P A:1 i` . Y ` P. Y A G R E E M E N T THIS AGREEMENT Made and entered into this �._LL day of Jn,I J 1972, by and between BEDELCO, INC., an Idaho` /ale , corporation, herein called First Party, the CITY OF MERIDIAN, a municipal corporation, her called Second Party, and CECIL A. µ 3 CHERRY and BETH N. CHERRY, husband and wife, herein called Third Parties, W I T N E S S E T H: WHEREAS, First Party has an Option to purchase certain real property from Third Parties, and WHEREAS, Second Party is in need of a portion of said pro- perty for the construction of a water well and easement:to said- �' will, and WHEREAS, it is the desire of all parties hereto to enter into an agreem.nt covering_ the same. NOW THEREFORE, for and in consideration of the mutual covenants herein contained, the,parties hereto agree as follows: �l 1. In consideration of the sum of $1,500.00 to be p id as _ ,.'• hereinafter set forth, First Party_ agrees to sell to Second`: Party the following described real property: A parcel of land lying in the SW4 SE4 of Section 1, 3N. , described R. 1W., B.M., Ada County, Idaho, and more particular y as follows:' Beginning at the Northwest corner of.said SW4 of the SE1 of '1 th Section 1; thence North 89°48'23" East 100.00 feet alone the f said SW- of the SE4 of Section 1 to' a. r v 4 er ]. boundary da Northerly North y paint, also said point being the REAL POINT OF BEGINNING;, thence continuing North 89°48'23" East 22.63 feet along the said 1 to a ' Northerly boundary of the SW4 of the SE4 of Section point; thence South 24°43'55" East 80.60 feet to a point; i'. 6 °16'05" West, 61.26.feet to a point'; thence South 5 lide Ea steely . along thence` North' 0 °24'SO" West 9 .76 deet g a SW41 of the. of and parallel to the Westerly boundary. of said Q. 2 comprisen SE -14- of Section. l to the point of beginning;''_- g F}raacRwrmrv�"': 'acre mars or less. ,Cbyy�rckPh� ' "� :�., p•.,. v. y. 0, P y P y Together with an easement f6r ingress and egress over the following described property: El A parcel of land lying in the SWk of the SEk of Section 1, T. 3N., R. 1W.2 B.M., Ada County, Idaho, and more particdarly Ipscribed as follows: Beginning at the Northwest corner of the SWk of the SEk of Section 1, T. 3N., R. 1W., B.M., said point being the REAL POINT OF BEGINNING; thence N. 89'48'23" E., 100.00 feet along the Northerly boundary of the said SWk of the SE -k of Section,l �o a point; thence S 0024"50" E. 30.00 feet along a line 100.00. ,#de,t Easterly of and parallel to the Westerly boundary of the - said SEk of Section I to,a point; thence S. 89'48'23" W.,100.00. feet along a line 30.00 feet Southerly of and parallel to the said Northerly boundary of the SWk of the SEk of SectLon 1 to a point on the said SEk of Section 1; thence N. 0'24'50" W., 30. �00feet along the said Westerly boundary of the SEk of Section 1 to the point of beginning. The foregoing easement shall run until such time as a public Areet has been built, dedicated and accepted, at which,t'ime 14 shall revert back to the grantor. A Further, that the City of Meridian is further granted a,perpetual non-cantamination easement as required by the Idaho Department of Environmental Protection and Health., over an area having -a radius, ,of 50 feet centered about the water supply well which is to be, . dr'1111ed on a point that bears N. 89*48'23" E., 125.00 feet' and S.111 6�02415011 E., 63.80 feet from the NW corner of the SWC of the, S''of Section 12 T. 3N. R. 1W..) B.M., Ada County, Idaho. &'4 2. This agreement contemplates that the Second Party shall. pay, to the First Party the sum of $1,500.00 at such time as First arty is able to deliver a Warranty Deed conveying clear and. Jf, marketable title to the well site above described, along with theJJ � easement as described above. In the event that First Partydoes not exercise -its option or for any reason is unable to deliver.. title as set forth, Third Parties agree to provide title to the above property to Seco d Party within a reasonable period of time not to exceed 30 days after receiving written notice from Second party. In the event that. Third. Parties are the Grantors on the Warranty Deed, they are entitled to s a �jd $1,500.00 and J FlITZGERAL0 Sec(�-,n(l Partly shall owe nothing to First Party. y - ATTORNEYS AND COVNSELORS 929 FAST FIRST. 'AKRIOIAN. IDAHO 83642 EPHONE 080.4461 . 0.4 covenants herein contained, the parties hereto agree as'follows: l.. In consideration of the sum of $1,500.00 to be paid as hereinafter set forth, First Party agrees to sell to Second Party the following described real property: A parcel of land lying in.the SA SEk of Section 1, T. 3N.) R. 1W., B.M., Ada County. Idaho, and more Darticularly described P Together with an easement for ingress and egress over the following described property: A parcel of land lying in the SWk of the SEk of Section 1, T. 3N.31 R. I -W., B.M., Ada County, Idaho, and more particularly pscribed as follows,: Beginning at the Northwest corner of the SW4 of the SEk of .Section 1., T. 3N.) R. 1W., B.m., said point being the REAL POINT OF BEGINNING; thence N. 89048'23" E., 100.00 feet along the Northerly boundary of the said SWk of the SE,-% of Section I to,a point; thence S. 0'24'50" E. 30.00 feet along a line 100.00, .feet Easterly of and parallel to the Westerly'boundary of the, said SEk of Section I to a point; thence S. 89048'23" W. 100.0().. feetalong a line 30.00 feet Southerly of and parallel to the ,said Northerly boundary of the SWk of the SEk of SectLon 1 to a point on the said SEk of Section 1; thence N. 0'24'50" W.,, 30:00 feet along the said Westerly boundary of the SEk of Section I to the point of beginning. The foregoing easement shall run until such time as a public SI reet has been built, dedicated and accepted, at which .time shall revert back to the grantor. F4rther, that the City of Meridian is further granted a,'perpetual non-cantamination easementasrequired by the Idaho Department of .En vironmental Protection and Health, over an area having -a radius ,of. .50 feet centered about the water supply well which is tu be,.; dr:jilled on a point that bears N. 89*48'23" E.) 125.00 feet' and S.:1 �0,024'50" E.J, 63.80 feet from the NW corner of the SWk of the S Fi, 4- 'of Section 1, T.:3N.) R. 1W.., B.M., Ada County, Idaho. 2. This agreement contemplates that the Second Party shall pay to the First Party the sum of $1,500.00 at such time as First ,fzirty is able to deliver a Warranty Deed conveying clear and. marketable title to the well site above described, along with the easement as described above. In the event that First Party does, not exercise its option or for any reason is unable to deliver, title as set forth., Third Parties agree to provide title 'to the above described property to Second Party within a reasonable period, of time not to exceed 30 days after receiving written notice, fromS 6 o d party, In the event that Third Parties are the Grantors on the Warranty Deed, they are entitled to s 1,4 $1,500'.00 a and FITZISILRALD & Second Parcy shall owe nothingto First Part LONC-r"IG y - ATTORNEYS AND COUNSELORS 111,79 CAIST FIRST 1ACRIVIAN. IDAHO MT1 MA MI Y C' Qp Y C." 3. Further, that the City of Meridian has the right to permit a well construction contractor to use -an additional area y a eri pan does not have to pay for or be :responsible for any development costs of a:su.b di.vi.sion located on or adjacent to the foregoing property. 5. This agreement shall be binding upon the heirs., -and legal: I; representatives of the parties hereto.I „ IN WITNESS WHEREOF, the parties hereto have hereuntp'set'; X their hands and seals, the day andear in, this a re m y g e ent firsL above written. t BEDELCO, INC.�. An Idaho corporation By: ATTEST: President, Secretary City Clerk AMBROSE:. 'ITZGERALQ a L4 ryGl;TE.IG � .' ATTORNEYS AND COUNSELORS 329 EAST FIRST' .'.ERIDIAN. IDAHO 83842 -PHONE 888-4461 FIRST PARTY .:comprising the Northerly 100 feet of the Westerly 100 feet of the A municipal. corporation By SWk SEk of Section 1, T. 3N., R. 1W. B.M., Ada County, Idaho,1 for his use in construction a water supply well for the City of'' Meridian, provided that said area is restored to its original^ Cecil A. Cherry condition at the completion of I the constructipn of said .water THIRD PARTIES Supply.well. - 5 4. It is agreed that thee Cit f M d i' y a eri pan does not have to pay for or be :responsible for any development costs of a:su.b di.vi.sion located on or adjacent to the foregoing property. 5. This agreement shall be binding upon the heirs., -and legal: I; representatives of the parties hereto.I „ IN WITNESS WHEREOF, the parties hereto have hereuntp'set'; X their hands and seals, the day andear in, this a re m y g e ent firsL above written. t BEDELCO, INC.�. An Idaho corporation By: ATTEST: President, Secretary City Clerk AMBROSE:. 'ITZGERALQ a L4 ryGl;TE.IG � .' ATTORNEYS AND COUNSELORS 329 EAST FIRST' .'.ERIDIAN. IDAHO 83842 -PHONE 888-4461 FIRST PARTY CITY OF MERIDIAN, A municipal. corporation By Mayor SECOND PARTS 41 I Cecil A. Cherry Beth N. Cherry THIRD PARTIES ;i 5 i' �p .0 pp P Y Y STATE OF IDAHO ) ss.. (., i m (y o1 Ada ) On this day of 1972, before me, the IA, undersigned,'a Notary Public in and for said State, personally appeared W. BURTON SMITH and'E. L. BEWS, President & Secretary,, respectively, of BEDELCO,.INC., known to me to be the persons whose names are subscribed to the foregoing instrument,,and acknowledged to me that they executed the same for and on behalf,, ' of said corporation. IN WITNESS WHEREOF, 7 have hereunto s�t my hand and affixed T my official seal, the day and year in this certificate first above written. (SEAL) Notary Public for idaho Residence: Idaho. , STATE OF IDAHO ) Ss., County of Ada ) 1, w On this day of , 1972, before me, the `S �I undersigned, a Notary Public in and for said State, personally appeared DON. M. STOREY and HERALD J. COX, Mayor and City Clerk of the CITY OF MERIDIAN, known to me to be the persons whose names are subscribed to the foregoing instrument, and acknowledged to me' that they executed the same for and on behalf of said City. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first ab vve R written. (SEAL.) Notary Public for Idaho Y• Residence:Meridian, Tdaho. STATE OF IDAHO ) ss. County of Ada ) ,: On this,day of 197'', before me, the ` undersigned, a Notary Public inand for said State, personally appeared CECIL A. CHERRY and BETH N. CHERRY, husband and wife, known to me to be the persons whose names are subscribed to the 4 foregoing instrument, and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I � have hereunto set my hand and affixed 1 my official seal, the day and year.in this certificate first above written. AMBROSE, I7ZGERALo & _ (SEAL). Notary Public for Idaho J ] LONGETEIO •tTORNEVS AND ,.] Residence:, Idaho. COUNSELORS I ^ 428 EAGi FIRST ERIOIAN• IDAHO 83642 - t ..PHONE 889-4.461 i `r. AMBROSE. •ITZGERALD & �ONGE7EIG ATTORNEYS AND COUNSELORS 928 EAST FIRST 'ERIDIAN. IDAHO 89642 1PHONF 868-4461 I STATE of IDAHO ) . ss. County of Ada ) On this day of.. , 1972, before me, the undersigned,"a Notary Public in and for said State, personally`;;'.;' appeared W. BURTON SMITH and E. L. BEWS, President & Secretary,'.I respectively, of BEDELCO,,INC., known to me to be the persons whose names are subscribed to the foregoing instrument, and ``' acknowledged to me that they executed the same.for and on behalf'' of said corporation. IN WITNESS WHEREOF, I have hereunto at my hand and affi�Ker,.;,.•. :,,my official seal, the day and year in this certificate first above written. (SEAL) Notary Public For Idaho Residence 'Idaho, STATE OF IDAHO ) . ss. County of Ada ) On this day of , 1972, before me, the undersigned, a Notary Public in and for said State, personally,' appeared DON M. STOREY and HERALD J. COX, Mayor and City Clerk I the CITY OF MERIDIAN, known to me to.•be the persons whose names are subscribed to the foregoing instrument, and acknowledged to me t17ai: they executed lie. same for and �mrrr aha -1 f c,f- said Cirt`}t IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first,. above written (SEAT..) __Notary Public for Tdaho Residence: Meyridian, Idaho. STATE OF IDAHO1 611 ) ss. County of Ada ) On this day of ; 1972, before me, the undersigned., a Notary Public inand for said State, personally appeared CECIL A. CHERRY and BETH N. CHERRY, husband and wife1,, known to me to be the persons whose names are subscribed to,the' .foregoing instrument, and acknowledged to me -that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed ray official seal, the day and year in this certificate first above written. (SEAL) Notary Public for Idaho Residence: — Idaho. AI =1 w t E., OP or AMBROSE. •ITZGERALD & �ONGE7EIG ATTORNEYS AND COUNSELORS 928 EAST FIRST 'ERIDIAN. IDAHO 89642 1PHONF 868-4461 I STATE of IDAHO ) . ss. County of Ada ) On this day of.. , 1972, before me, the undersigned,"a Notary Public in and for said State, personally`;;'.;' appeared W. BURTON SMITH and E. L. BEWS, President & Secretary,'.I respectively, of BEDELCO,,INC., known to me to be the persons whose names are subscribed to the foregoing instrument, and ``' acknowledged to me that they executed the same.for and on behalf'' of said corporation. IN WITNESS WHEREOF, I have hereunto at my hand and affi�Ker,.;,.•. :,,my official seal, the day and year in this certificate first above written. (SEAL) Notary Public For Idaho Residence 'Idaho, STATE OF IDAHO ) . ss. County of Ada ) On this day of , 1972, before me, the undersigned, a Notary Public in and for said State, personally,' appeared DON M. STOREY and HERALD J. COX, Mayor and City Clerk I the CITY OF MERIDIAN, known to me to.•be the persons whose names are subscribed to the foregoing instrument, and acknowledged to me t17ai: they executed lie. same for and �mrrr aha -1 f c,f- said Cirt`}t IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first,. above written (SEAT..) __Notary Public for Tdaho Residence: Meyridian, Idaho. STATE OF IDAHO1 611 ) ss. County of Ada ) On this day of ; 1972, before me, the undersigned., a Notary Public inand for said State, personally appeared CECIL A. CHERRY and BETH N. CHERRY, husband and wife1,, known to me to be the persons whose names are subscribed to,the' .foregoing instrument, and acknowledged to me -that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed ray official seal, the day and year in this certificate first above written. (SEAL) Notary Public for Idaho Residence: — Idaho. AI =1 w t E., AMBROSE, "IT2GERAL.O Q LONGETEIG ATTORNEYS AND COUNSELORS 329 EAST FIRST IERIDIAN'IDAHO 63642 ;PHONE 899-4461 C' ah 0 OP P y i x NN A G R E E M E N T THIS AGREEMENT, Made and entered into this day of 1972) by and between BEDELCO, INC., an'Idaho • corporation, herein called First Party, the CITY OF MERIDIAN, j a municipal corporation, herein called Second Part and CECIL A. P P � y� F. CHERRY and BETH N. CHERRY, husband and wife, herein called Third Parties, W I T N E S S E T H. -. WHEREAS, First Party has an Option to purchase certain real property from Third Parties,.and I WHEREAS, Second Party is in need of a portion of said pro- perty for the construction of a water well and easement:to said. will, and WHEREAS, it is the desire of all parties hereto to enter into an agreement covering the same. NOW THEREFORE, for and in consideration of the mutual covenants herein contained, the parties hereto agree as follows: 1. In consideration of the sum of $1,500.00 to be paid as 'I hereinafter set forth, First Party agrees to sell to Second Party the following described real property: A parcel of land lying in the SWk SEk of Section 1, T. 3N., R. lW., B.M., Ada County, Idaho, and more particularly described as follows: a Beginning at the Northwest corner of said SW4 of the SE's of Section 1; thence North 89°48'23" East 100.00 feet along the Northerly boundary of said SW4 of the SEk of Section 1 to a. point, also said point being the REAL POINT OF BEGINNING; thence continuing North 89°48'23" East 22.63 feet along the said Northerly boundary of the SW -14 of the SEk of Section 1 to a point; R thence South 24°43'55" East 80.60 feet to a point; thence South 65°16'05" West 61.26 feet to a point; thence North 0°24'50" West 95.76 feet along a line Easterly of and parallel to the Westerly boundary of said SW4 of the SEG of Section 1 to the point of beginning, comprising 0.082 acre, more or less. C x� I i • 0.. P '' . p { y Y Together with an easement for ingress and egress over the following described property: . A parcel of land lying in the SW4 of the SE4 of Section 1, T. 3N., R. 1W.1,B.M., Ada County, Idaho, and more particdar'ly described as follows•: Beginning at the Northwest corner of the SW4 of the SE4 of Section 1, T. 3N., R. 1W., B.M.,`said point being the REAL POINT OF BEGINNING; thence N. 89048123" E., 100,00 feet along the Northerly boundary of the said SA of the SE4 of Section 1, to a point; thence S. 0024'50" E. 30.00 feet along a line 100.00 feet Easterly of and parallel to the Westerly"boundary of the said SE4 of Section 1 to a point; thence S. 89°48'23" W.'100.00 feet along a line 30.00 feet Southerly of and parallel to the said Northerly boundary of the SW4 of the SE4 of Section I to a point on the said SE4 of Section 1; thence N. 0024'50" W., 30.00 feet along the said Westerly boundary of the SE4 of Section 1 to the point of beginning. The foregoing easement shall run until such time as a public street has been built, dedicated and accepted, at which.time it shall revert back to the grantor. 'Further, that the City of Meridian is further granted a`perpetual non-cantamination easement as required by the Idaho Department of; Environmental Protection and Health, over an area having.a radius of 50 feet centered about the water supply well which is to be drilled on a pu i.nt that bears N-.-.,fig-°.,4,8-1.2.3-11. E.-, 125.00 feet and S. 0024'50" E., 63.80 feet from the NW corner of the SW4 of the SE4 of Section 1, T. 3N., R. 1W., B.M., Ada County, Idaho. 2. This agreement contemplates that the Second Party shall pay to the First Party the sum of $1,500,00 at such time as First Party is able to deliver a Warranty Deed conveying clear and marketable title to the well site above described, along with the easement as described above. In the event that First Party does .not exercise its option or for any reason is unable to deliver title as set forth, Third Parties agree to provide title to the above described property to Second Party within a reasonable period r of time not to exceed 30 days after receiving written notice from Second party. In the event that Third Parties are the Grantors on the Warranty Deed, they are entitled to said $1,500.00 and AMBROSE. FITZGERALD e ... LONGETEIG Second Part Shall owe nothing to First Party, y g ATTORNEYS ANO COUN$ELOR$ 929 EAST FIRST 'IERIDIAN, IDANO 83642 FPHONE 8196-4461 x� I i C 0 F Y. 3: Further, that the City of M eridian has the right to, permit a well construction contractor to use ,an additional area comprising the Northerly 100 feet of the Westerly 100 feet of the SW4 SEk of Section 1, T. 3N:, R. 1W., B.M., Ada County, Idaho., for his use in construction'a water supply well for the City of Meridian, provided that said area is restored to its original,, �I condition at the completion of the construction of said water I supply well. 4. It is agreed that the City of Meridian does not have to pay for or be responsible for any development costs of a sub - i division located on or adjacent to the foregoing property', 5. This agreement shall be binding upon the heirs and legal representatives of the parties hereto. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals, the day and year in this agreement first II above written, ...,,..,�,�. ,.. - BEDELCO, INC., An Idaho corporation By: ATTEST. President Secretary AMBROsE. ITZGERALE) a . LONGETEIG ATTORNEYS AND COUNSELORS 429 EAST FIRST ERIDPAN, IDAHO 83642 ,PHONE 828-4481 FIRST PARTY CITY OF MERIDIAN, A murricipal corporation By: Mayor SECOND PARTY CITY OF MERIDIAN CITY HALL MERIDIAN, IDAHO APPLICATION FOR A PRELIMINARY PLAT OR SUBDIVISION File No. h Section _ SE 1/4 Date_ February 24, 1972 Sec. �1 Twp, 3 N. Range 1 W. Urban Residential *Zone, Ada County D-2 Classification of proposed subdivision Amount of Fee 1. SUBDIVISION Subdivision Name MERIDIAN MANOR.. Street Location Between N.W. 8th St. and Meridian 9treet and Northot CHerry Lgne 2. SPONSOR,- OWNER. --DESIGNER. ENGIh1EER a. Sponsor W. Burton Smith and E. L. Sews (X) Sidewalks **b. Address 9530 Harsteag Drive, Boise, Idaho ( ) Private Wells ( Y)Owner ) Builder ( )Agent Option Holder )Contract Holder W. Burton Smith and b. Owner E. L. Bews Add. 9530 Ha stead D ore 3Z5-4498 c. Designer J -U -B ENGINEERS INC.Add.-590a Franklin Rd., -Boise phone 34'4-.7.238 d. Builder Several Add. Phone e. Engineer J -U -B ENGINEERS, INC-Add._5903 Franklin Rd Phone Phone u4-.7c)3s 3. LAND AKEA a. Area of Subdivision 100 acs. b. Adjn. land in same owners hipNone acs. 0.ExistingEasesuents .Drain- Ditch dam_ Deed. _rQsicti.oxas _ —" - -4. BUILDING PROGRAM a. Dwellings: (-'� SF detached (Price inc. lot -$2Q.,000 -to X35,000 b. Type Frame Stories 1 and 2 ( Basement Driveway width 10' and 20' c. Garage--Yes-4 or._Carport d. Will buildings be built before lot is sold? Not always e. Other than residential: None 5. STREET IMPROVEMENTS AND UTILITIES PROPOSED - `a. Streets: ( X) County stnd. paved (X) Curbs (X) Sidewalks **b. Water Supply: (X) Public ( ) Central Well ( ) Private Wells (Name) (Location) Water District or Company City of Meridian ** c. Sewer System: (X) Public ) Septic Tank Cesspool Package Sewage Treatment Plant ( ) Lagoon d. Storm Water System Surface Drainage to Point of Natural Disposal e. Power and Phone: ( ) Interior Lot Lines X) In street (X Underground ( ) Overhead f. Fire Hydrants Yes g. Gas Yes h. Street Lights No i. Walkways No 6 PROTECTIVE COVENANTS Minimum: Front 20T Side 5' Rear 10' Floor Area 1,000 S.F. _Lot _Width _ ..: 65 _ - -- - Lot_ -Depth: -,_100. -. - Lot= -7-6,5 0_,5-.-F- Other * At the proper time, the Applicant will request annexation to the City of Meridian and rezoning -to the proper zone to allow this development. ** The Applicant intends to request sewer and water service from the City of Meridian. . LAND l!RQC.RAl"1 a. Number of lots b. Trp. width & Depth e. Typ. lot area d. Lin. ft. of street e. Av. st. length/lot f. % of area in st. g. Max. at. gradient As Submit -ed Sta.l.`,.' 1'xo OS" i 801 x 100 1i 8,000 S.F. j 18.136 51' i 21% 1% 8. LEGAL DESCRIPTION OF AREA TO BE PLATTED The N 1/2 of the SE 1/4, Section 1, T. 3 N., R. 1 W., B. M., Ada County, Idaho and also approximately the West 20 acres of the SW 1/4 of the SE 1/4, said Section 1, T. 3 N., R. 1 W., B. M., comprising approximately '100 acres. 9. GIVE GENERAL DESCRIPTION OF AREA AS TO LOCATION OF PLAT Between N.W. 8th Street f Cherry Lane. 10. I, THE UNDERSIGNED, UNDERSTA.�I'D THAT ALL INFORMATION REQUESTED IS TO BE FILLED IN COMPLETELY AND THE NECESSARY FEE PAID BEFORE A HEARING MAY BE ADVEXI-ISED. Signature of applicant F' - - - - DO NOT WRITE BELOW THIS LINE - w - a. Site slopes Contour map required b. Surface drainage c. Floods d. Type of soil e. Views f. Existing uses of surrounding property, g. Existing use of tract h. Approx. % of adjacent property built up i. Type of dwellings on adjacent property J. Existing connecting streets 12. APPROVALS a. ( ) County Engineer" b. ( ) City -County Health Department C. ( ) State Highway Department d. ( ) Water District e. ( ) Fire District f. ( ) FHA g. ( ) Else. Co. h. ( ) Tel. Co. 13, DEVELOPIVENT PXV7ERN PROPOSALS 14. REMARKS 15, ADMINISTRATOR RZCOMMENDATION 16. ZONING COMMISSION ACTION 17. IMPROVEMENTS a. (3 DheemmitmantBond posted data c. ( ) De---� _~ -~ ed restriction d 18. DEDICATION a. ( ) Streets b. ( ) Reserve strip c. ( )'School -park J- U—B ENGINEERS, INC. 5903 Fra0 Road - 9oise, Idaho 83705 Project: 1679 Dated: November 1, 1973 DESCRIPTION OF WELL LOT A FOR BEDELCO, INC., A PORTION OF THE NW1/4 SE1/4, SECTION 1, T.3N., R.1W., B.M., ADA COUNTY, IDAHO A portion of the NW1/4 of the SEI/4 of Section 1, T.3N., R.1W., B.M., Ada County, Idaho, and more particularly described as follows: Beginning at the Southwest corner of the said NW1/4 of the SE1/4 of Section 1; thence North 89°48'23" East 100.00 feet along the Southerly boundary of the said NW1/4 of the SE1/4 of Section 1 to a point, also said point being the REAL POINT OF BEGINNING; thence continuing North 89°48'23" East 20.71 feet along the said Southerly boundary of the NW1/4 of the SE1/4 of Section 1 to a point; thence North 15°00'00" West 10.33 feet to a point; thence South 65°16'05" West 19.87 feet to a point; thence South 0°24'50" East 1.74 feet along a line 100.00 feet Easterly of and parallel to the Westerly boundary of the NW1/4 of the SE1/4 of Section 1 to the point of beginning, comprising 0.003 acre, more or less. r GDS/GLR:cab J--U-e ENGINEERS, INC. 5903F*1nR0a4-601s6,1dan083705 0 Project: 1679 Dated: November 1, 1973 DESCRIPTION OF WELL LOT B FOR BEDELCO, INC. A PORTION OF THE SW1/4 SE1/4, SECTION 1, T.M., R.1W., B.M., ADA COUNTY, IDAHO A portion of the SW1/4 of the SE1/4 of Section 1, T.3N., R.1W., B.M., Ada County, Idaho, and more particularly described as follows: Beginning at the Northwest corner of the said SW1/4 of the SE1/4 of Section 1; thence North 89°48'23" East 100.00 feet along the Northerly boundary of the said SWI/4 of the SE1/4 of Section 1 to a point, also said point being the REAL POINT OF BEGINNING; thence continuing North 89°48'23" East 20.71 feet along the said Northerly boundary of the SW1/4 of the SE1/4 of Section 1 to a point; thence South 15°00'00" East 91.13 feet to a point; thence South 65°16'05" West 47.91 feet to a point; thence Forth 0°24'50" West 108.00 feet along a line 100.00 feet Easterly of and parallel to the -Westerly boundary of the said SW1/4 of the SE1/4 of Section 1 to the point of beginning, comprising 0.075 acre, more or less. D GDS/GLR:cab ORI71: 24'` '!'=xTF3 AND SOTI CITTA--, PROPE-PTY TUTIR 78 DESCRIBED IS =100 A POPTICn OF S20710YO 1 ATZ n2. QWNSHIP � _2.1_TT1_7'E "I. KTRIDIAZ; A 1'VT7V OF SECKOP 1, 77=17 1 OD -i, KKR 1 IASI. SOISMPER1D1Kv_,, _�011 CF' P31?T' I :-D'- 1JES72 7,A1,TrI �TSKQ AIL 7"11 .-�_CTY C7 IFTRID_:rN, VaTCH PROPEUTY 1S i-1T71D-,i'AfT1) I'THTCH PROPERTY IS ADJACENT AND CONTIGUOUS TO THE CYTY :7 AVRIVAN, COUITY, IDAHO. V9EREAS, Qhe City Council and the Vayon of the City of HeTWan, 17.a7a con., clueon that it is nn the Last interest if mid City to anr= 2o said City cewtai�,-� veal omporty thich Q dascribed as ,TOR TV A Tf,f7fp A IS :' 0C:`-,',' The South 25 fcaO o2 0e SU 1/4 S11 4SQ, D.M., Ada Ccnnty, iaaha,, cT Soction 1, Tunnship 5 Kavth, Rangg ',�, KERIDIAN HANG R GHE-7 A J:: lion of tkn SW 1/4 SR 1/4, Section 1, Pomship 3 %200, Eamgn 1 QsO. A& County, yoalg, m7e rarticulanly Qsnpihad as follo�= Conmenving at 043 South quaitew co7new of Section 1, T. 30., 2. ly., P.H.. thanso j, 005" q., 210.CD Ysit? mom on less. alovS the mstayly tcunfazy of Eat! SE 1,4, saction 1, to a ;003 thence S. QQ50 0, 268 Zeno. oom cr loss to Cho v2m-'' point of BeGinoing; 040non N 0,05- A. 12.0 feet, naTe vp lem, Cc a ViAv0, Qhancl S, 3051" 2.1 Q?.Q feet? nova 07 less, to a roino; ohanwa S. 1127' 2., 12.0 Vat, naps ow lem, to a poinl' thance H, 89051 V., VMS feet, n=m loss, to the Pcim of Beginning, A Imm! of land situated in the SE 1/4 02 Section 6, Township 5 maw0h, Panyq 1 ZaEO, !Disc Hapidian. Ada 03unty, TKV, Eora particulanij feswo0sa as 011ovEp Iczzonning V a -jDolnt on tho 8ention Kno ecimon to Soand ciawinS j. 20=171 P., 1571.4 feet :..:cm it, saqV= cornev rwo= V Sn4Y:2z 5. thanon KmQn 523 CC feit to L �:LnV Ohinv_ W, 1 A. 776 thoms =0 9non Vat V Ealinni2j; thance S. 6.6 230 to a pu�003 QL'mve H. 39110" E.. 1G.-'_ ---'Act i& pointl-thence Sv -39"j00 4.4 68il Net to- �Ls mint nf heyinmEnE, TonmenqLng at the SU comer of the NU !/A of Section 12, Tounship 5 F301. Rang,--,, 1 nasO, Buiso Hazidian. AVa CounQ, 16ahol thence East aicnE the Evoth side & th.' 71 1/4. 2089-45 Peat 06 the True Point of Beginning; thencD ccnKruing East Q.f. 40 Cc a pointj thearm Horth 25.0 ZC Zea c a point; thence West SP2 .5 aa eA to Tcint; thence South 2j.0 feet to the Point of Beginning, ?AITLIPS ADDIT7011 A 1/2 of the 50 1/4 of the NW 1/4 of Saclion 12, Tounship 5 Voth, Ranx 1 Umi, Eoisy HaVdian, in Ada County, IlahD,, SAUTDFIS SUED17181c'-f 70 North 154 fast of the following desmibed property, to -wits That papt of lot 1 Laid Sm,diyivAcn to Ana 1. aunQ7, State of idaho, es tho sama is nh= on Ohs official re=Fca 110 in Book 2 of Plats at page A cn 70v and n! 7,vny� En tho Office of ths Too�Ve� of Ada CounQ, State of idaho, mmKcolaply jus=F&A as follows, to -n!27 TaTinning at the YE noTasy of said Lot 1; thence South along the Vhst bourlavy. TEna of said Lct 1, M feet to the veal yoint of beginningl thonca continnizz Emth 392 feet along -�,he East boundary line of said Lot 1, to a 1:0n on sv0. �,D=dary line; thmce West parallel with the South line of said I& n, 12S feeQ 0) 70nti thence impth at right angles and parallel uith the EaK hoohdary of sail 1. 192 ReV to a rainVI thence last at right�������anglcs a 0, P=01-1 ;�th Th" 1271 to South-boundary'line 60 ASIA 1, 126.feet to the real point-nf__ beginning. P07 P&REFOPT, K TT CPDAINZD :7 U77 10YOR AMD C= :=1:1 :7 771 C!7� :7 Se*%A V !lot the aforementionel neal property �Qich is Qsa7ibaa as follnmv V020KATT SUBDIVISION Tic Snuth-25 feet of the sw 1/4 sw 1/4, of Section 1, Township 3 7=th, PanSi ti' ist,-M., Ada County, Idaho. 9 ORJDIITAITtD):�,' F0, 46 syn-nzn 1. Gannahin 3 ylyv�, Ranya 1 Viso, W., AEa 2unty, 101c, :�n jiroiuula�!V liE:TUal as �KRTs-. Tc7senrm at "ho Not! Quarter U01nan of SnKlon 1, 2, so, , 7. A& 3 .b , Thavn'-. V. 5"G" W., 211.30 COST. worn oy 0E, alihZ ON unstny!7 linnnazT of snil S2 san�ycn 1, to � 13W� WnQn S. sv"51 2 , 262 Net. 0=1 or !Dss to th; 1= 7DA�11� 02 Tagirming! thenco A, 0-051 W., 12.0 faat. waon cy less., to a 701n�. �!=� S'71 LVOP :WCA19 W0, PDre cc less , to a V:K"r Own= 8, 7471 E.? 11.0 vlao. n:71 Voss, to a poi"17 th=a N, 89'51� K,� 412,13 000� 0=1 07 less, 0 tin PK& A'f' U0, Tj A ;=el of lvnH situated in the SE I A Df Swetion 0, Mnskij 5 7c70h, 2angn 1 E=%, Enina Eeridlan. Adn County,ni;e 7aVKCE1aW17 ASSOTAtK aG Q=3n41g at a point on W aention Wot POWn �Q Sen".1--:ns 1 an! 7 a2l asaTi=3 7: &go!?, in, 1577j" Ret loom the sartion C=Vz 7JOIDn to EnDtions 5. S. 7 ZIL S, 1. 1T.:! 17. AT.. B.H.; thon-a Wth 52S.00 VW 2: a yolntq theros 1, 40E,� 050 "D a yclw-' �!=n W 7705 n�00 On a W!Oq thenca 0301" W T510 fczO to Q�a n7un ?7!nq W, Tizinni"K; thenca B. 01,10" T., is.7 00 00 n rsnno'''� -TlanqD F. 6.6 fn,O to a poinij thenca S. 19':D- N. 61.1 Vnet 0: tin wint M Unjinniny., WnAsnilng at the SU �Dnnor of the OW 1A of Section 12, T=ahij 5 forth, finSe 1 QN., Poise EnriKan. AN Nonly, Idaho; the"at East al=3 the Sc7th a2fa of thn Ta 1;4, 7-hA.15 Not to tL9 Uns Point of BaEinningt thanne ccnKnaLmS Evs� jQ.5 00 Qc A 0snae Fo7th 25,0 NIQ to AG Poink t1snae 140-990 03t 00 E lzin�o Onnnoo WA01 2T 7 o o% folinnin, Y 1�2 H the SW WL W the NW 1/4 of Section 12, Tcupship 5 F:Tth. 7angn 1 WesO. EoLsn:' �3ylK�7, 17 AN &=�y, Waho. Tzin Tiv�h Aj4 7�eC Gf the fcllow&Z jss,�0v! jsays7�y, �� iiOn Chat 7s�A :z 1:0 1 &-'' An; 12�a T��07L&vn An Ka Vcu�oy. 670; & naaho. an tin sava to shn-= :n W NHWK.�., TSV:10� pns- in 31:2 2 W pla�s & mgo 34, on 01: and 0� ranon! ir th. M00 01 th'-� Annoyiew W AN 5=01. State of Wahn raoUculawl� aessylbal as 2slinus �7-riO7 E07inzing at tho W Cr7= of ENO hit 1, th?nre SVITY al=j "�T �0 v:=W7 roh ln� 1. 101 nint �D 0ha �aal if �Oginnny"7 211=3 C:noLnuinj vnno� 5�1 tow - ,I=S -ha Wat �=KT7 line of said lot 1, vo a DnLnt zo said wunfav7 Zinvg Yost 7anallpl. y1th the South live GO sail W 1, 126 Zest QD a ;:L07 thannD No7on 7EE00 angles nnd paralls! Wth the East boundary of sail 130 1, jP2 Nat "D a YnAnN; Vannis Fast at wiZAA aygles and parallal uith the South bc=d=7 inno of saW AW Ret to the naal point of balinnin, voand the same are haneby accepted, as requested by the cwnava, and ma29 a 1=0 H' the City of Meridian. Ada County, Idaho, 2. That the aforementioned Yeal property is hey&7 so~ed as rol!Qis. Hanthgate Subdivision, zcanl "A" ResidenKal wayiHan Manor A=7, nnnn� "A" ResidnnKa-- -`"a, 5. sunaA K" Cum= -:°0&1, Tin� SHoet Aonoq nonad "A" RasidWial PTAUTIS Alaivion, 10and "A" ReSTROWK Savn:7�s SPblivisioa, nonm W Residoatia"I Section 3. ?LaO 00 City Clen� EK11 cause oDe (1) eo;7 of thn lnEah Ans771yW=- and van uhich shall 0007 and njeanly &sslZmeto Oka h2unfavins as a7_&70. n !-; =wl Ath the AN C=nty Reo:n&7, AGa County Assoss=, anL thq State Wn CcnnHsl=-� 7�0117 JO days foila�tng the effective date of this Ordinanve, Section K This 07dinance shall ba in full forco ana nNoW f= a�q WOD7 7assvjo, approval and publication as required by law, Passed by the City Council and app: vexed by the Mayo p H Oki C10— of Vo --M- r..': a' C,oa.nts Mnkda'Counts Idaho, Ibis Ist day of Cctob"7, 1973. WIN= ORDINANCE NO. 225 AN ORDINANCE ANNEXING A ZONING CERTAIN REAL PROPERTY WHICH IS DESCRIBED AS FOILDWSs .A PORTION OF THE N)6 SFy4�• ECTION 12, TWP. 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA. :,CNWry4 OF THE SW)4 OF SECTION 1, TWP. 3 NORTH, RANGE 1 WEST, BOISE 'TY, IDAHO; THE MERIDIAN, ADA COUNTY, IDAHO; THE NW* NW*, SECTION 129 TWP. 3 NORTH, RANGE�1 WEST,'' BOISE MERIDIAN,, ADA COUNTY, IDAHO; A PORTION OF THE NE)4 SwAt TWP. 3 NORTH, RANGE 1 WEST,, BOISE MERIDIAN, ADA COUNTY, IDAHO;' A PORTION OF THE SW)4 S44 AND N)6 SE* OF SECTION 1, 'TWP,'3 NORTH, RANGE 1 WEST, B.M., ADA COUNTY, IDAHO; AND A PORTION OF THE N* NW)49 SECTION 18, TWP. 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO. WHEREAS, the City Council and the Mayor of the City of Meridian, have concluded, that it is in the best interest of said City to annex to said City certain realo rt which is described as follows pa' pe y , GREGORY SUBDIVISION UNIT NO, A portion of the N* SE)4 NW*, Section 12, Township 3 North, Range 1 West, Boise Meridian,) Asia"'County, Idaho, more particularly described by metes and bounds as follows%. Commencing omm ci at the center of Section ng 12 T ' N R . 1W B 3 .M. Ad Cou � a . nt � Idaho an d', Y , running N. oe14@551) E., 664.2$ feet along the Easterly boundary of the SA S314 NWK9 said Section 121 to the Northeast corner of the said Sys SE14 NW)4, Section 129 said point being the Southeast corner of Gregory Subdivision Unit No. 1 as shown on the official plat thereof on file in the office of the Ada County Reeorder,in Book 20 of Plats at,; pages 1300 and 1301; thence N. 0015945" E.9'662.18 feet along the Easterly boundary of''" the'NW)4 of said Section 129 also being the Easterly boundary of said.Gregory Subdivision,' Unit No. 31to the Northeast corner of the SE)4 NWA, said Section 12 also being the Northeast corner of said Gregory Subdivision.Unit No. 1; thence N. A9°51"15" W., 291.35 feet along the Northerly boundary of the said SE14 NW)49 Section 12, also being'the Northerly boundary of said Gregory Subdivision Unit No. 1, to the Northwest corner of said Gregory Subdivision Unit No. 1, said point being the TRUE POINT OF BEGINNING " thence continuing N. 89051+15" W., 1034.91 feet along said Northerly boundary of'tha' SW NW)4, Section 12 to the Northwest corner thereof; thence S. 0-15145" W.9'34601$ feet' 0 al the ester 1 bo �$ Westerly undary of the said SE)4 NWry4, Section 12 to the Northwesterly carner- of Gregory Subdivision Unit No. 2 as shown on the official plat thereof,on file in the A office of the Ada County Recorder in Book 21 of Plats at pages 1396 and 139?; thence. .p.along the boundary of said Gregory Subdivision Unit No. 2 the following coarse and � q';�'�'�,i.l ii�r ,�1V- .•I,: W,r y ��rr"point;'; ` • T. rP "fM ",�F �:enr1"eli+P• 1 11 .�% 1 I• .`r/.�„r; it.."rl{i,l: 1m��,,l 5.89 5Z �5"E �., '1i0.�Z lest to a point; � �� ;� �:.,,�,;,: ;,h•` ^„r�,� thenca.S. 0°08,4511 W., 61.00 feet to a point; thence S. 89°51'15” E. 600.00 feet to a point; hence N. 0°08+45++ E., 155.00 feet to a point; hence 8 a n t S. 1 1 E 9 6 5 feet. to a S 7:119 point of curve; thence Northeasterly 25.16 feet along a curve to the left havinga radius f o 20.00 feet'' a tangent of. 14.55 feet, a deflection angle of 72°05100" left and whose long chdrd boars x. ,54°06ol5” E., 23.53 feet to a point of reverse curve; thence Northeasterly 25.22` feet along a curve to the right having a radius of 45.00 feet, a tangent of 12.95 fait,'''I`' a deflection angle of 32006030" right and whose long chord bears N. 34007,00„ E 241,$ feet to &'paint on curve; thence N 39649x45" W., 101.39 feet to a point-, thence 9,. N. 7WO45lf E., 123.69 feet to a point; thence S 89051115" 11 00 E. fee t to the ',;: Northeasterly corner of said Gregory Subdivision Unit No. 2; thence N. GM81450, E., 110.b0 feet, along the Westerly boundary of said Gregory Subdivision Unit . No..11,ta tho'' poiAt'of beginning MEADOW VIEW SUBDIVISION The of the SWC f S NWi�+ � o action 1 Township North Ra � , p 3 , Range 1 West, Boise Meridian, Ada ounty, Idaho. " 1 l NORTH, TE BATE SUJHDrvISION RESIDENTIAL A portion of the Section 12 1 NWS NWS,' „ Township 3 Narth, Range Y.'West Baise Meridian's..°. Ada County, Idaho, more particularly described by metes and bounds as follow's1 'Commencing at the Northwest corner of Section 129 T. 3N.9 R, ltd. , B.M. , Ada' CouAty, Idaho; thence Southerly 265 feet, more or less, along the Westerly boundary of the NWANW)4 said Section 12 to a paint, which ° is the REAL POINT OF BE7GINNING; thenqe, contiming Southoriy,"209.5 feets more or less, along the Westerly boundary of," the NWl4' Nw* said Section 12 : t r. t : he Southwest .corner of the NW)4 NW)4 said Section' 12 � thence Easterly 1327.5 feet, more or less, along the Southerly boundary of the NW)k NW)4 said Section 12 to the Southeast corner of the'#* NW)4 said Section 12; thence Northerly,; 1325.5 feet, more orless, along the Easterly. ►dart' of the NW* NW% said Section 12:';,.t the Northeast corner of the NW NW)4 said Section 12; thence Westerly 876„3 feet0 m0z* ; or less, along the Northerly boundary of the NW* NWI4 said Section 12 to a point; theneq ;' Southerly 265 feet,more or leas, along a line, parallelto and approximately.450 #est y ORDINANCE N0. 22�_ Easterly from the Westerlybounds of th ry a NW NW said Se tion thence Westerly 450 feet, more or leas along c 12 to ► ialat;, ; ng x line parallel to and appro;imately 265160tSoutherly from the Northerly boundary of the NW* NWsaid Sectto12 the real point of beginning, comprising 37.3 acres, more or lase to AND',' Commencing at the Northwest carnes of Section 1.2, T, 3N., R. 1V., B.M.',.,, Couzstyw Idaho; thence Easterl 4 s:'Acla'' Easterly '50 feet, more or less, along the Northerly,boon :Of the NWIA NW)A said S00.12 12 to a point, which is the. : hence'{1', Southerly f �NEAL POINT OF BE7OINNxNL3; thence.' y 505 eet, more�or'leas,'along a line parallel to and approximatel 4 feet FAsterly from the Westerlyboundary of y 5Q thence Easterly 398 feet, more orass ala the NWyA NW said SeiCtion 12 to:a'point 505 feet Southerl + nB �► line parallel 'to and approximately Southerly from the Northerly bound cry of the . NWIA NWfA said Sea, i2 tq, paint; thence Southerly $20 feet, more or less, along a line parallel to and a ox's. y 79 feet Westerly imatel 4 from the pp? Y Faster I 1 b ounda r of t Y he y a to a point on the Southerly boundary of the NWA NWJ4 said Bastion 12;. thence • Easterly r : "„a a r less along the Southerl 'boun 'to the Southeass y dart' of the NWA NWT4 said Bastion";12 " j, Southeast corner of the a Nw�A � id NWfA Sec 1-feiet, mare or les$ alon the tion 12; thence Northerly 1325.5 B Easterly boundary of the NWANWA said Section ''12 c 12 to l � corner of the NWA said” Section 12, thence,Wester �' ? .3' or* or, less aNortherly to t r ng he baun , der aP the r' y NWX NWfA said Sectioaa 1�',to' the` real point of beginning', com ri p sing 19.2 acres more � or lees I ,r „NORT9 GATE SDHDIVTBTO N COMM C n, i`. A. Portion of h p� t e NW}4 NWA Section 1 I • 2,`Tvwnahip 3 Narth;:Ra a l,West Bo " A� Count ,Idaho more particularly I ise l eridia�;�;: ^. y , pa laarly described by metes and bounds a bo d s f0 lovas Common i" oing at the Northwest corner of Sectioaa 12 T - - . 3N«, R. i e, B.M. AdA-County, k. xdaho, said point being the REAL POINT;OF"BEGINNING• t or lei ala the Waste ,, hence Southerly 265 fe�rtiy`,'mere':';,;,, b;'r along Westerly boundary of sal ; Y he NWA d'Sectian 12 to rtkae> Easterly 450 feetmare or , less i •,along a dine' parallel, tel and ; approximately".. X65 feet : Southerly from the Northerly bo'.• s Paint; ;'' theoce Northerl or , le •y of the NWS N said Sectional ta;st y $feet, more or' 1esa, along a line' parallela'to arad :,, approximately 450 feet Easterly from the Wes terl b f y boundary ` o the, NW)4l , Nl�p(, id Section 12 to a e' '.� '':, , : •;;"� Point on the Northerly boundary of the NW% NWA. said S c ce Westerly 4 e titan' ".then W y feet, o o , long Northerly bo t+>� l 50 more r less a the y uanaary of the 2 itis the, < ,; e�}1 .laq act ,M e8 oa 9 ris:L 7 b,:.� p ng 2. acrea oxo' or " , ; NOTEBOOK CORRIDOR ANNEXATION r,. t -i A, i . i vrr der of land w hioh �3a the N r e NO th rT 'sixty 60 y y" �"'of th,v h gam'.; i��'owarsehi" 3 North' Ran P Range 1 West,,Boise Meridian and rr • hioh `rusds Westerly far�':'tbei'' Nort#west corner of that r, a parcel of land,.known an the,Oity of Meridian, Sewor, Treaf�ie Plant sa'. the NE corner, :of the of the NwIA SW of."To 31�« R«.,1W« H.. `•t 11 '41. :ME=1ANMANOR A7U BDxyr szQ N' >F �';:, d •' h ion paart of ,the S of d ; W94 the' S a a ESL nd 11 of the of the S of , B.M. , ,. Ada County, Idaho bei more r •.. ; ,alar• ng paarticularly ,described ae , Lr�' , I''.."r;,,,'�: rayl:'✓•; ' e inns ; g ag 'a point marks t ng he Sauthwssst :ao raa>ter of paid S of 5 lienee North O°O 100"!more We 10.00 fast 5 West 2 ,ar lases al � the • Westerly ' k '�•' ''of 'said S �' ong e y bvtiarr EK of Section 1, which is also the Easterly boundary of the Catholic; -P6'' tor Aunerationt'Ordinance No. 184y'f::,1;,1`',''•`,,,�', `.i . , to , the REAI, PAINT OF BE�rTNNINLi thence ca ► n continuing North O O O0 W n8 5 est'2,437.98 feet more or m' Wester bo 1 saga along ;+gess'$ ly undary of the SQA of Section 1 to a int a wki n the : Nort of said 'S he o r► ppov g hwest Corner Eg; thence South89 51 35. Ea t.2,654.43 feet more or r",,;;''•';:; (,';, Nartkierl + less la a :. '. y' boundary of said "SVA of Section ' a } S 1 to a point marking the Northeast ao pf said SQA of Section 'l; thence000514011 South East 19324,03 feet 'along the Easterly boundaryof said a d NYS oat. the ;SkIA, pf "'Sects on. '1" to a . the u point ' Southeast corner, of said.N)i of the S r°•;r''r,' k" ';,' EA of `Seation;':1 thanes No o r ►►: ;.: tr;l" II W s 2,185.33, feet, shore othe n . , Qntheir d as of:'Section e , r seas along.. S lF 'bvun cry 0P: said NA !of^!',te',g l a portion`af• which is also the Northerly'boundar of Parc & N'" Chi�treh of dad", Seventh Ba Annexation Ordinance y +' `'2, l.F af the Embasa Park y T. s' nce No« ' 190 and the Northerly;bouapde�. y Annexation, Ordinance No.:489 to a point narking 'the Northwest b X41,, ; rl:,p 4 Emlbasey Park 'Annexation i , en ,0 ",al h West th 4 t e' or]; bo .,!i. .`,N' .. �' !�,. y•. und�►ry,', a0 ; 4bassfy Part AlmexatiOn, the f+ojlpwi 00 .Arses n eB Arses egad. fte nceot Month '24°4 4 , '� ,20 Ea�t'',4 2 e � 5.d et more o ,leas;; ; tib' a point; thence Souti Ci&o0�' East, 195.$1 feet, more or less, to ( 1 a point an.,the Northerly boundar.y•of•the,West , -cherry-Lane Annexation, Ordinance No. 184; thence'lea`''''?"i , the Embassy Park Anne ving sail Weotorly bquin oP.r' r ` Y xation alv uiadar dax'9". ng the bo y of: (aa d Wea�t Che Ian the f %i•,.. ,,. G ollawi courses and cos. A P'' r I 1 1 � au4 $QUt h 88 e 3 p0 w set 9 e ::. t, 3 5� " e t 'mo o' J'e' le" s a . s a t, th' - pry ,s' ca 4 Auth'1. ,,.. Fast' 29.8 et More 7,, fe � xa or Mess tp a ' oint t w' P �: said' mar 1.Wesst;. Cherry',,, . 2 . , , Lame A>!sngxation' Narti'' 8 1! �i' W k 9 S C set 407,9.9r'feet" .aaEOr�j: a �, .',o; I•,,,is N i''. es s a1Q 6r'the'rl.y'of and parallel to the Southerl y. boundary, of ' 64id S�9�►: of rn I Of Section :.1, to a point; �►°� • + � k � , A i y r , I d . .f, ,. I, I. ..I I,r. !'.la Irn ,t•, SIS'"; C. .MDQ ' • +, ....t. f , ins p iy y.:N.:.', n — '+I+'rT��+..., .i :.1:...,;. . .. .._'1_ ui', :')I,:'•''•;N P,iy.n. , 1.i: i r Zg to I' ORDINANCE NO 22 S 1 I rr theriae Sou h 0 00 East � O 5 12,.0 Feet, more or lessil [a1ong�;a ,line Eaaterl` of: and , pgrallel to ;said Westerly boundary of the Ski to a point on the,No bouaad Y,'ary of, said West, Cherry Lane Annexattioaw; thence North 89°51400n West 268 feed; more less +aionQ said Northerly boundaryof the West Cherry Lane, 'Annexation , . which line: Northerly of and' parallel to' said Southerlyboundary of the SWC+ ofi,the, SIA Qf ,Sect ou 1 to the ointbeginnings l p of camprieiri�; 96.?'7 a�cree+ more ar 14'sd.' �1r C l TT 'PARK ENLARGEhCENT A ,:. NNEXAT ON ' i � ti 3 .A ortion of the A NE6 NW., Section, 18, Township 3 -North,,:: Ra l East Boise' ':Me' Wan: Ads Coua2ty, Idaho, more particularly described b metes.and bounds as Fo11©wsaI' t y I,I , Cowiienoing at the Northwest cornerof Section 18l,, T. 3NIt. B.M.' d C o n ldahb ' aasd running N. 89°20124" E. 1092070 feet along the Northerly :boundary, ;of NW14 of ,said; Section 18+ to the Northwest corner of the:N�6 INWf6, said SgCtion 18; thence S. Oo4Ol o3rr W. 282 0 fee al the , W � .5 t ung veterly boundary of the said' N�4`'Nl►P�►s,` ,�"'';:;�':;,;.�;;�;�,;',, 18,: , to the TRUE POINt OF B INNING • the ce ui S 040 " 1P. , n cortin ng. ° �Q'�' W.+ ;1Qc�Ol7:;' feet 'alo said Westerly' boundar of. the Section ;18 o the " n6 y rN� NWy4, t Southwest corner,,,, thereof; thence N., 89'26120rr E 62 60 Feet a1 ., �. and the Southerly:boundarr of tbe.:sei: Section 18 to a of t • n ' ;';rt' 1, Y 9r ,:NWS. p n ,thence N. 0 40 03 E., 1050.'00 feet along ,'a .l$�ae N: ,'';'', a] lel ;to 'end 622.00 feet Eesterl from the said �Iesterl' : bound of ,';n,I,',', c Y y'., cry the :N�4 `!�t,,":9`;`;:i;;'` Se t�.on 8 to 'a n 0 n , point; thence 8 W 1 S 26 20 6 c ,. po , 9 , 22.00 feet along a line p[surallal; ,ta�,� Audi 1050.00 feet NortherlyFrom the raid Southerly bounds f, the,.'*4 Y r. oI N t the point of beginning., i ,f I � : CWOW',Tf�FEFORE BE ITOR AINEDSX TMAYOR AND, CIT�COII IJ? ." A17A Cbi?N D f TY .I i I: y i.:Section 1: That the aforementioned, res ]propert �whish is �eefcllc�desar cs , I I �D �t' SUBDIVISION�rnm too 71 � r rw iiia• � .; V'.. �,y" .I 1� �k pp'tieia of the Nor SFK► NW}(►, Section 12, Township 3 Notth,'Mange 1, Wbet, Meridiani", -Ada County, Idaho more particularly described, b me es and ,b Pa Y- y �:• follows: Cammenciri a h r., t the center of Section 12,.T., N. R. 1W. B ' M Ada Count • a - ;; 6 3 � , . � 9+ ;`}iY`'r,rr':d;i'fRr6/(I,',,�i Mai .^',�•Mp�G,�4F� "7'���.�• i-.�+�I, t"along :+lM.•• '; s 1 'boundary of the Ss�s a dNortheast. , ca ner of .ti ; Ad Y `+ ai Section' 12 to the r,'?'' S�fi'''8k�1 'NWS SeCt3ttixi' 'poiAt being ,the Southeast Gregory e t corner of (ire o Subdivision Unit No. l as Ohbwaa gn the :;official.: la thereof on file in the office -Recorder,. w : P .t Xe of the Ada' Countyin'Hook � k. oto' ats 1300 01;,'thence N. 0-150451, 341�'�l664,18,feet ilolhe;Eaaitotj{` ovd�irg,;'the .1{IW�6 0,. aa�:d Bect:Lan l2 also' bei tide' : Ea terl Gregor , Su[bdivieion Unit No. '1 t'o' the Northeast' or. t the � � � ,c tier a e.:fiE� .Nt�►r';id:9eCt3q ,�. 13:I�,lai°'.� 12 also be t e the ' c �, h ioa* &st oa'a�er`of said 4regor �Subdiv'ioion IIoi.t.Nva: thea! 11 'Sik:`NS '$14'c89 51+15" W, 291.35 feetAlnng the 'Northerly bouadery of the vatlns, d 7; Also -the Northerly boundary of said. GreoSubiViajonUntNQ'mtC Northwest cotsiOr of said Gregoary ubdivieioz► IInit N m o..be�„ i;; �, ; s id, ;poiaat . iaa the . �II$� ti, °,:i' „ ,r;' ''? INT ,0F ING' then � ' r !!R AEQt1NN ; thence continuing N. 89olt l5n ,W.'.f h©34*9i teet maid' Norther boundary of the S a.' ,',;'' ,'�i�" l y E� NWS(►,-Sectioaa 12 ' to the, northwest orner '�t er o than _;°`;°j'' 4`.. � G :� a �;:' $ i0*1 o �+ rr W. 6.18 feet:*,long 5 5 • "34 the'' Westerl bouadax cf t e said rA y y,, e to ° the Northwesterly corner of ire or Subidiviso II t' o.' 2 as own c,ialt t reef 'on ff t Q #� he lel' in the a rice. of e Ada unt `:Rec P �' eta rA G4 arder�� F is t 1396 and1'. 8pi aryde n Unit cQW`se orid'datenoa si'tbwing°i � J� I , r „ 'i.. I.'9 ,' 70 set to :P�ai'st �� ''''krJ V : �6VV•:�ee4�;`r'bE .I. :���en e .�0o08 ►5rs � 6�• �#�at�� ���poin �'thecd5':8�j�iS J, joint N.:0°o$145n E,. 1�5'ir�QFeetto aQit anos 5,: 8 "57:t ri 1 1 ,.: �I 4 �}} lest CIA point'' of curve.; the,�cs: Nprt?aeaster] 2 .16":; e:t vn:&.curie,. y :fs, 01 gto 'she.eit „�, r n :a ' radius of 20 00 r, h�►v N us fget� a tnii8en# of 14`.55. feet :a def eption, he o! e " Left and whose Cho be a r1 p5 long rd ars N. g4 �5 ' E, ' 23.53 "f�ae t°, 1 reverse curve thence Northeastoarij. 2 22' fe It a c e' the: r, 5. long 1 to: F: radf uo oF. 45.00 feet 4 'a Agent `; 'of Y2. atee n d e a' e 2 * ►M ,:f , ;'; ,;,, , 95 ti` h. otto xig� 'off s long chord bears N, 341007100,".E.' :.24.8g; eeti''ta si`point '' an !,,cure; ; T.1jencoi N 390.49143'" . W:. 101.9 fest to a inti, -thence N °G6�' it` E r3 po c 7d5 123;,69 feet'' t � ' �: pointthence 'S.. '89°5111511 F., 110.00 feet to the Nortb[vaaterly.; corner, of :eatd, Grego�'y-` subdivision Unit No» ' 2 � thenc N. &08 0 4 r1 „E. 1 ;F t n 4l +� 5 ,:1 A.017 ee alQ the :was a boor a i I, i� Iltl ' a "idI r i �. Sub ' �? t" h t E !,��.:a•r, ,I. .�'�'.:�+i"''• .�����i7.. }r'C;W;:•�,',. :^��„+,.`"e" 1 rl,r�: i ''°�'�^+Y17 i°i4a I' ', �i('�'r r,l �f 'i�.. .r .I dl:IllJ•,A(�'�P�,,; ,�, II' i L. n4'A; 4 .'f Y D I'k A170W IEGI"`,S� IV ON s: N(' I . The. `oF he S of. Se NMQ4 t W�4 c is X Tawmlahi art R wes .1 e e + p 3 Net h, 'll .. t ' `;�o�:� Merl Ada C untTduh . I I r trdh. �I 1 'NO.RTH:QATE S LlxVI0N' 1 Tl r . � vir r I rt' ni �r io � r . o�''�'t a ti's ' To NMS ' c wilt . Ip �a� 1,. Iwo .L",.L.:, ua o �, ti . :'Jtda •Ctia t duh waw' t3'cu escribed b 'sae 'bo f ,..r,. 9' t' P?G'. y;:d Y', ;`► vde''',dQ„ c��.101i y,}?fr•; I , I �, I' ,,, ,.. Vit. r,,,, ,•^:: � I,.,,.. r ,; r l ,'r,r�.rl: irrd ll: Y,. Ali;', n , `'s ' �R:,•,, � t �%'. ,FIY1y.r�a'M �'�,�w r.. rrtI, , � _" .��N1'•=,.V �iy. •Lk�, �. �rw:y. .A+�4;�'. 2�� �"+ —.. �N ah >E �d'�"”' n4T ,., '^�r, ,H �`r'x!+itA.7 �,`FNd�.h.�M!N^^r�*'L�Fr:l::.:�•�14 ���1ti�`r�lr'�1'�I •I r C. ORDINANCE I NO.22 Commencingat the No s, Northwest corner- Sectio a 12, T. 3N., R. lW. $.M.' Ada County,,,,:,,-, 'Idoh4 thence Southerly26 feet •I • 5 feet, aloz�'the Westerly boundary of fh'e` NWId. NW said Section 12 to a point which is the R EAI; POINT OF BEGINNING; thence:''; ,'continuing Southerly 1059.3 feet, more or !'less, along the:.Westerly bound ax y: of the' ;. FvPA NW14 said Section 12 to the Southwest corner of the NWyk, NW,4 s"d Section 12; the�ace Easterly 1327.5 feet, more or, less, along the 'Southerly boundary of the,.' +' 'NVA said Sec. 12; thence Northerly 1325.5 feet more or boundaryof the + less, along the NW NW34 said Section 12 to the Northeast corner of the Section' l2 • thenceWesterl 8 76 .3set feet, a or leis' :'alo ngthe Nor they� ly b; NouWyn►d, asrayid ., of the NW)4.NW)4 said Section 12 to a point;'thence Southerly 265 feet, more or lase,` along ',line parallel to and approximately 450 feet Easterly from the Westerl boundary of the Y y NW�4 NWS said Section'12 to a point; thence Westerly. 450 feet, more :or lees, along a line parallel to and approxi.sately 265 feet .Southerly from,. th* Northerl? bouszdary of the NWyb NWl4 said. Section 12 to; the real point of beginning, bvmpris 7.3'acres, more or less. -ANS C m am enc�ln at, the Northwest B corner ofl; Section 12' T.. N. R C � 3 n.M', `' Adel ounty, Idahb'; thence ,Easterly 430 feet, more or lees ala the of t he NWl4 said Sec • ng h Northerly'bo NWA . 12 to i o p , which the,REAL'POTNT OF BF,'CINNIN6 thence: 'Southerly 505 feet, more or less, along a line paralleltd'`and a feet, Easterl from h pPro�timately 4[f: y the Westerly boundary'of the NW NW�4 said Sectio _ x'`12 thence Easterly 398 feet more or less a10nto and appro�mte'y', g a lne'parallel e 5b5'feet Soot#erly'from the Northerlybounds of ry the NWA NW)4 said See. 1 to a '; point•,' thenoe Southerly820 fee t, more or less alon � a lin a • lie t � e 1 0' P mately 479 feet Westerly from the Easterly boundary of the NWf4 NW said Seatio�►�12''; to. 4 '„ point on' the Southerly boundary of the NW)4 'NW 'said tion 4 id 'Sec 12;; thence:Eestexl f 7 set more 9 �+ x or less elan • the r Sou to : the ,Southeast corner B Southerly poundaz,y o� the NWl4 " NMS s►id of the NW34 NW'said Sedti'on 12;,thence thence Northerl ore ae� or " less �' along the Steri boun of;, Northeast cat•ner of the E y dory, the NVA, MW said Section 12 to,,;,the ''' NW; NWS said.Section 12; thence Westerly8 feet: :*long the Northerly: boundar of the 76.3 , mor,a';:' ;':!'F y NWS NWf4 said'Section 12 to her Wit':; Of be i ni c m t Viral' po n o isi !� � '1 .2 acre • Ax• 9 s sn ng , more,or less.. ,��' �;�; , TA 'GATE , iBDIyISION I A portion of the NWIA NW}4 Section 12 Township 5 North, Range l west ;Bcee:Merdian ` ; Cbunt:, Idaho more `' ; g t cul, l d c +; �►:., Fes'. �' es jb,ed b mete and bo �," y.:;;'., ,I, " "„u-„' •,.,«,'��- i?, ... UAd$'ra6',fDlldwp Comsesnging at the Northwest corner of Section 12 T, aft. R. 1W: B 'M +'� IQsbio', said point being .the REAL POINT OF BDGINNINf3 * •, Ad�t'''Courit r,; I, ; then ce Southerly `265 feat more:, tar„es, along'the,'Westerly boundary of 'the Nom► 1W, id Section 12 to''; 'a � of t. ' Essterl 4 feet more Y 50 , ar'.' lass • alarig a .- line a1xe1: 'to d . a P, par � PPrdx3�a,t�i�'':2�65 So then from th �1 y. a Northerly bounds of the NWy z'Y NWJ4 'said Section 12'`'ty 'a a he , nt t ace Northerly 265 feet more'o les a li � s to 'and • ng ,a ue °.parallel 'to 4r�;',feet Easterly from the Westerly bo' y uttdary 'of the N�ry4 NWy4 said 8ect3. n:12 to a P,. , a u,: point on the Northerlyboundar y' of .the NW�4 NWS!► eaid'Se t sti c ;Lo � 12; thence' Wsdterl ,;� feet; spore or les aboundary # : leasq long the Northerly of th 'the 'r eat y e N ` NWl4 paid B cti 'int o b f e ani P gi ng cora ri 2 • P .7 acres more -or +�6 "les N0 , , - TEH00 CORRIDOR IDR A NNEXAT ION , PL xridor v andr, ;;':' `Ir;• , ' 1 which is t1e Nort exl iN*')` h y os sty �6Q) faet'nf the Q�' they `,5 'i; Tawne ip 31,North, Range. 1 Went Boi a Me d I + a ri iasa, , ss'sd which runs Westerly, fr�oei the4:; ,�„ ,,;;,;;;; Northwest 'corner of that parcel of, ].thd iapown s iP' a the City. ; of Meridian Sewer ,'x're�t�o'i�t”, Plantto the NE corner of the of the SWC& of T. N ' 3 *, R. 1WR:,' a.M... r ,. I MEQ A I IDI N M sU$my ISION :' r r, f A or tion of 'the S of the .p Wf4 SE�4 and all of the R. v N�ef � �the� S.El�'"bf� Sectian.,,� R. 1W, B.CI A CI•''';`�.�'`' ! da ounty, Idaho, bei more rticularl de i_ Pa y scribed as'' 8e iiusi a %. g ng 'int mark3: P ,th6 Sonthwe 't,c n8 a oz�aser: gf.''�aid , s of }., o ° � T, �' t ,on N rti o 05 00 West 210.06 'feet, more, or' leers ,a10 ;ths ser ,;, �►$' . Wet lir , ;bouxidar,y SW ,pf Seat 1, whish'ic a i . Ua the' Els"te'rly boundary ,,of' the Catholic ate t 'at io�i %'0rdi�ace No. l8 • 44; to ,'tile REAL POINT BEt G)F, TNNTNG�,;', : the'i�ce':' c ontitu 'North. ' b: p5�Q0 West 2 437.8 feet sno �. re or'less,-along Bald bound y' ax' .''the of 'Section 1 to a point he Northwe � e u marking t st aoraer of said SW;,thenoe'Sonth East 2,654.43 feet , • more or 1ees;, ,a Ong the. Northerlybo da p 'Section l t a? o point mark the' Northeast, o' ° � �� � garner, +�' ���' ,Sk� of, Sectipn'�''1, thenoe.,;, South 0 05 40 Bast 1, 324.03 feet no: or 1 along 1g baux�da i,, of the SF�4 of Section 1 to a • eon, 10 the EMS xy o point marking the'Southeast corner f i i North 8 481 o said?Ny�e of :the S of Section 1 thence 9° " West 2 8 } .; ; . .. 50 , . ,l 5'.'55 feet none or less,; Southerlyboundary of said ; `! y Nye of the SEy4 of Section 1,` a' portion of which is also the;;,`;::;-= '' ''.";;, Northerly boundary f N 2, ur h o,f ' ev t 'f+"I;` y y a Parcel ©. Ch a ;� S en Day AnA prd3 n @'`'' 1 and heel ad, #" • e�catiam,; xsa a; ';. No.. 90 the Northerly bounid$ry' of the, ark .i>,;; lmbaes'y P Annexation' � O�rdi roan e' o ”' r to a point 'maxking :, the' Northwest `corner, of said 2mbass k A e Y,''Par � xation; thence 'along, then Westerllr boundary ;af said, Emba s o Park, Annexa► y tion the, collo course wlag a r sad, I • ,ll, d�i:'i�t' n I; ,e� i , ra ia!!` qv i ii I . I 'I i "Whir j: e I .wit-+'' rii:l.r., ...........;I',i �..r .i•: I'. ' I —r ,' 1 , 'II, i'1''r +h /d, ,', I,'', I, I 4 p :i. .w J .F 1 I'• "'l ��, ? �,� � ". , . ., �,., F �: 1,� ; I . i 1 � � r I 0 . , , . l'. .. I I . I , I . ; N I I... . 0, ,I" ,.j,� I � , '' I", ',i l'• iI h ��y� q���/� )r� Ru p, r ! '(; {'i!;'� ., r`i.. ViWJ.[1wi1V� 22 ND. J,, 111'1w +' I :, I 5:,6 C L', ,4 ,'. 'ii,:y Vii,.'„ y.!,�. ;1I. �I�' "'I' � � y I r I.� ',iN B uth fir: k** 20 , Bast , 45.02 1, t �►mx*�e ar leed to :a pint theh p 8a t Od ;OQ,: i, r';'.,,,,, - ore I eet m ox eie' t imt on the N rth b F i01 1 5 �X f p a er1 oua I.+a ` 'he` WeletJ '',: 11 'i :'cher Zane, Annexation Ordinanop Ro' .184• thence, ie�ivi Idaid' iWester,.l bpuadsar ;; fi11,', .T,.,;;,I I. %11 l'' ` ` ' eaid 'bleat Cheri�r I;ane Annexation the folly oou�ise quid diethnoes s By th' $$' �' i_;a;11 ' :,:flee 3w 8;,. i'b�st mors or,:,',lee tm. il:, iaxt thence Sou 14 OQTM'.Eaat . 2 8` feet ,Y,;,,+."I„ ':; :`� ;;' ';: , .,; ' 9 5 .' !� .''. �. I 5 7 r,, . s ti eior; �dr leele to. a . int ;.thence►, lea, said .bo off'' the Wept ha mane' '; ." 7::.;.,.1,, i ;' ',; :; .r : + AI. mieaation North 894,311001, West 407.9 feet move or ' je$s alo a liae;' oar' he:a ? e i .;,, , ' :,:,,. :`, : JFIX1,1,,,..',,.,,,,„.;'';;i;' aX1e� to the. Sautherl bohadar of said' S miff the 'S of Sectio: t , ill , �i;,pay' y' Wf4' p , o;,�i►; iii! .I, ;- 1'''th' irra S South p°d 00” Ea' t 12 0 fee mo or lea a i t �,I,I„ 4 5 e . , ,,, rp a ,� to long l nb Eas erly ,'ot. and,'`,` =. YI IF lel to' acid Westerl boundar 4f, the ,SF�fi, to a int, on the' Norther 'bound o 1. 'iP; I`elai;d'Il"' +oat Cher sane Annexation• thence .North"''89 5.'tbol Weist:;2618 feet more` mr leve rY r j 9:' ,�; z'. 'If,;,,, "" l aaid `Northerl boundar " of ;the Weit;F:Ch rr L66 i ex�iti 0i V oh; d eo; i.l�"nm;''`f,: Y Y e Aron , U, 1 �'' rr`:,i�/:I'`" '� ortiaier ofl and, rallel: to'said Southey d f, e f h' e �' 1 , ':.;�.,, i; lY Ra ]ry ' bo. a th SWy6 o t e , S S . ctfoi : ;, I:. I }, '"'e' �: 'll.,, t e of br! om o;;a�i .point inni a igi acrI.e nor. or leaa' ''`' . P4 g AS r i�' rB 9, . e s 1 ;,,,:'.' w t'' . J - '^"r' 6. .� r 3;' �!i ':I1 rl �A' ;.I';' lI 4, CI PARK C�EMEN ANNEXAT ON' r TY � I FNi;AN .; ;a ;i:; . :'i J. a: o t e ' �:A ` rti n ai' h Seot an 1$ � Tovretiahi t En t�' '� �_' '� Nom►. Nwu►, i ,� p` 3:l�oi� h,� Range;l stl�,'#q�e°He�di�ia�; ,,;:.;ia r-' ', , v, d unt h ma c ,. ;'' r d;',;,, a':,o lda o re rti u1ar3 deacaibed metes and bcaunde as a awei' ; i"'t,t!I.;'' l. ,, ^;`' Yi; b' ;1:"'r. 1r�''ii^ i'.;yl j: iTL�,,•,L. Caneno ;pit the 1Yorthwest Garner o'f''Sectio 1.8 , N. R. 1E. B C' I;; v t tt E 1'•1',',1,,1',. :. ,tdaha,', end' running N ''$9 20 24 ., "1092.'7x,1 feet ala the Northerl boon' dac of tea`'.' , �.. Ii' r,;l Y' f' �v:l;.ril'Jd°:a�'1;�: ;! �:19','1', ,; ,,',r';;'; I,,,,; • ,Ow% o ;, is ectian 18, to the Northwest ; corner mf the M, NWl4 , Isaid' Section:'1$y: %',;:_, :I; ., ',,,' r b 4q o 282. , � '' thea�ce' S. m e 3", a r, 50 feet :along the Westerly boundary of tie aaid' M4."NW)4* +I I' f" 1�',?F; i ;':,, Be;ct,i,o ].�1, to the , TR`1 E P01N? QP.:B.EGINNTNG * tiu nce� 'Coutimxing S. Q°4DxOj��, ,'W, 4:, � ' ' '' z,,i! f'I " i �,� ;.; I) .feet:,0o4g, paid Westerly bpu iar o!' the' , S,octian 18, to the South et c me ;`" Y1 NWy4 R ::';' ,�`:' `., , ` "'%' there f*� thence: 'N. ' 8 026" 20'1' 'E. 622 feet ih l b xi`!i b, : . h w' 9 • .Q47 aldng a 5onther Y' otadarY;i;,f";`hm''ea'+d f:.l ;ra,� ;':t Sesdton l$ : to: a' iat the a 'A1., 0 f 0 "�' 0 DO „ a.. me 040 3 N , 1 5Q. feet, a1o�}g 1,�ai fine' ;:! ,':.',;I;' +Ic >I` al a1 to, 22.Q0 feet'Eals' h W t ,rtr',,ii.,,r, r;,' ,$,,r Pax', nr1 6 tc Jcy' kqm' t e,, isait es exly boor dor '; of I I., IN ,44 w `0; �' n 8 rat t a r :' "ii", ;, ", '0ep.t,1 3 to a''Poi ; ,hence S: 89, 25 24 W. 622.40'1 loaf' a►1c' 8 7.in'o; a1�,+a1';tc; ;:161" Ic,' I i,,', ia,+,. "g I h;'rY,Y.,rtil,�:r', rani ',:;'1 t .O. feet Northerly from the said Southerl boundiar ofi, the Nom` 5ectien !:,,, r,,. it''" ra';I"'11r;,iif,,;; "i;d;'''''ii>;r,"'.j:l;l". i' $' : tb t e.i rat . of be ani i. y.., . .� Bi i; f 'n8 ,;:'�III ,rte Y . °eind the lame is h b a ;;: De' a are oce ted as re ue ted ;b th ver ` tiny';„ !;;, ` r' Y P 1.r �1 s . y 4, r ha'i A °e ' ''�' io.,: ';,;i .,; :; ;, ti ,: M. the `Cit of Meridian,, Ada aunt Idaho, =i; r '' �:^,r h:: ;'R: f, 1, , !' �Ii. i. i ;i:; ;: i', , Y y;. 8 w` `'., t,,' o e' i arab n' d, �, , ,Al'':r`' . + .� ► !.l I a : ZI 2-405 2-405 2-405: RESTRICTIONS IN RESIDENCE "A" ZONE: In the Residence "A" Zone no building or premises shall be used or occupied or hereafter be erected, or structually altered excepting for one or more of the following uses unless herein otherwise provided, to -wit: 1. CLASSIFIED: Dwellings Lodging Houses Boarding Houses Hotels Apartment Houses Churches Schools Colleges Libraries Museums Armories -. Court House Parks Play Grounds Swimming Pool Fire Station, built in residence style Truck Gardening Nurseries - Greenhouses Hospitals Sanitariums 2. RETAIL SHOPS: Retail Shops, if built in residence'style by a special permit of the Zoning Commission after a public hearing, and showing that such action will not cause damage and will be in accord with the general purposes of this act, and provided further that before a permit is issued by the Zoning Commission there shall be on file in the Office of the Cit Clerk the written consent of the_owners _o er cent Foe era --- -��._-- o a t S roperty wit in a ra�_ius Ob�eet_of any par -t oT i prernises whereupon sucFretairshop�is to be_eruU—e ,or occupied. 3. PUBLIC GARAGES: A public garage for storage purposes only where no repair facilities are maintained, when located in not less than fifty feet from the front lines and not less than thirty feet from any other street line on which the property faces; provided that before a per- mit is issued by the Zoning Commission there shall be on file in the Office of the City Clerk the written consent of the owners of 75 per cent of the area of all the property within a radius of 300 feet of any part of the pre- raises whereupon such public garage is to be established or maintained; provided further that a public garage shall have no entrances or exits for motor vehicles within 300 feet of an entrance or exit to a school, play- - ground, public library, church, hospital, childrens' home or other similar public or semi-public institution. 4. ISOLA-fED PRIVATE GARAGE: Private garage for use of This is a copy of a notice of Public Hearing for land adJacent to your property, which is to be annexed and rezoned if found to be in the best interest of the community after a public hearing. You are invited to attend on June 5, 1972 at $:00 P.M. at the Meridian City Hall 7;'Township 3 North,:,, BdiseaMe>ridlan, A4ta +r Owtilic+larty desc fid, as follows:'. 'qm at. the Souter' .. of Mn4. ,T.3N:.'R *'E . fio, said GF BEG e N. O degree oo, 'Elt E WOO the Easterly boundary 1FWrVW'V said Seatlon 4 to.a,.= INWO U. S. Mi10 I, 'I; of the jhe NVW/a. IrMing. e4th Q 4 u: {,' CTMI 0'447 � *: jhe NVW/a. IrMing. e4th Q 4 u: {,' CTMI AND ■ .. - -�.- I- - ----- - -- CECIL CHERRY WATER MATTER There is a 611 water line along Cherry Lane connecting to a 4." line on West 7th. Street. $100.00 for hook up fee and $16.00 per month for sewer use and come to our sewer line. It was suggested that a meter be installed for each apartment. Water: Cost of meter - 5/8 meter $40.00 each or cost of larger sizos. Also suggested that a 6" line be placed to his 4. plea. The city will sell him the pipe at cost for this installation. rr!,A J"j t• t time tj�'e came lur, with a, t -'A ir,�tillation an. J- N t A.0 13 OUT�t "I- 1!ioltr, 0! 4(", 3""4 '�!lerlklian M. ---mer 6o c c' 0,ev-l-Tn-; Ninlhar 2 GO N,,.) iltment - ".;.ew lvtyd Lin o 60 CO lierra -`,ho-oping Center "-"3 IC- Annexation 'a 12 -0 v1!31 on ''etch -, 10 IS CN 17 B*6 thia VADA 1513.11 if) ;1 0 '('_5 0,7 abort t -,o ammint &.3 Trircsol by the devaloy-ern. 't feeling of the 171ty Council tboat n.,- RerVI-C'M be e:,rtendled until m -n ad-litional nuo-,-)"r is avpl FA 1"'.0 Sinc*r*17 Mn M. Storey Mayor MERIDIAN MANOR Meridian, Idaho ATTACHMENT 1 SECTION 1.01 SPECIFICATION FOR WATER DISTRIBUTION SYSTEM A. PIPE 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) Lining 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 ....-Ior.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. -1- c. Thrust Block Thrust having a minimum twenty-eight unless otherwise indicated. 3. Workmanship blocks shall be constructed of concrete (28) day compressive strength of 2,500 psi a. Excavation_,_Backfill,_and 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 crew 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 Pipe 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 Pipe 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 11 U l 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 Joints Where it is necessary to deflect pipe from a straight line, either in the vertical or 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 Pie 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 Pie 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 lubricated 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 spggified for the handling, cleaning, patching. laying, and coupling of pipe. -3- q. Anchorage (1) Limiting_P_ipe_Diameter and Degree_of Bend On all pipelines fdur 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 Inspections (1) Test Specimens 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 geages I 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- V 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. e. Leakaree_ 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 0601, Latest Revision) B. FIRE HYDRANT AND AUXILIARY VALVE 1. Scope 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. -5- 11 2. Materials 0 a. Fire H drants All fire hydrants shall be standard AWWA specifi- cation fire 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. E 2. Materials a. FireHydrants_ All fire hydrants shall be standard AWWA specifi- cation fire 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 fire hydrant, and the opposite end sail be furnished for mechanical joint to fit the six (6) inch supply pipe. e. 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. -6- C. GATE VALVES 1. Scope 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 required to match the water service connection pipe as hereinafter specified b. Water Service Connection Pipe Water service connection pipe shall be copper or Class 160 PVC. Water service pipe shall be three quarter (3/4) inch I.D. if only one meter will be served and one (1) Inch I.D. if two meters will be served. C. Curb Stop Curb stop shall be three-quarter (3/4) inch Ford OB44-333 or approved equal. d. Meter Yoke Meter yoke shall be Ford V92-24 with male connection or approved equal. -7- e. Service Stub On all meter installations where service cannot be completed to the hose, a eighteen (18) inch by three-quarter (3/4) inch galvanized 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 subject to 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 inspection by the Meridian City Work Superintendent. -8- Aglhk 11 3/4" Min, Water Service Line For Sing a Meter Installation Y y c J �\ Z 3 - -- House Line \ U) �I ( Meter o i I Y °u Con`. Curt) ,u 3 O- c 3 I Lot Line 3 8 Gutter I 1 c0 Lim Corporation _,/' Stop Assembly W Bross Tee _(B) Coppe7, P.o yethylene or Ring- The PVC Water Service Line PLAN VIEW Meter _ By City _._... \J -- Service v Line Meter -See Detai: Below - —House Line Cast Iron Frame and Cover 18" (6 x 30'' Conc- Meter Vault (D) Ford V92-24 Yoke _ with Male Connection, (C) FordOB44-333 Curb _ 11 or Approved Equal Stop or Approved Equal III --= - House Line Firm, Undisturbed Water Main aFo -�(B) Copper, Polyethylene or Earth Size Variable Y Ring -rite PVC Water Service Line I Corporation Stop Assembly NOTES I- See attached sheet fol- special sizing requirements on multiple meter ins'allotions and other special requirements. 2 No galvanized pipe or -fittings shall be used in the service line. SECTION VIEW TYPICAL DOMESTIC WATER SERVICE AND METER INSTALLATION CITY OF MERIDIAN ADA COUNTY, IDAHO J -U -B ENGINEERS* INC. Engineers P/onners. Nampa Idaho 4D DE DR. " CK. ALE I JU N E DATE N O V 974 JDWG NO. N /4 1 115 SIZING REQUIRENEIV'I5 for Multiple Meter Installations Number of A B C D Meters Per Corporation Service Curb Meter Service Line Stop Size Line Size Stop Yoke 1 3/4" 3/4" Ford #B44-33 Ford #V92-24 2 l" 1" 3/4" Curb Stop w/Male Connection, 3 1-1/2" 1-1/2" or Approved or Approved 4 1-1/2" 1-1/2" 1 Equal Equal . SPECIAL REQUIREMENTS 1. Meters shall be installed by the City of Meridian. All other equipment and materials may be installed by a contractor under the direction of a licensed plumber. All items shall be inspected by the City Work Super- intendent. 2. The city will, at the owners request, provide all labor and work required for a service connection. Charges for such work will be made to the owner by the city under a schedule of charges established by the city. 3. All service line equipment requirements set forth herein are for typical single family residents with service lines no longer than 50 feet and house lines no longer than 50 feet. All connections which require longer service or house lines may be subject to larger size requirements. Also commercial and industrial service equipment and sizing requirements will be determined individually after the owner has satisfactorily established his water use needs. 4. All corporation stop connections to water mains shall be made in conform- ance to manufacturers recommendations for the material in the main. In all cases, that connection will be subject to inspection by the City Work Superintendent. 5. On all meter installations where service cannot be completed to the house, 'a 18" x 3/4" galvanized stub with plug shall be attached to the discharge side of the meter yoke. 6. It shall be the responsibility of the person expecting water service from the City of Meridian to notify the City Work Superintendent of his needs at the earliest possible date. Such notification shall include the following information: a. An estimate of the number and type of meter installation that will be requested. b. An estimate of when the installations will be requested. c. A statement indicating who will supply and install all items except the meter. d. Any other information deemed necessary by the City Work Superintendent. .a MERIDIAN MANOR Meridian, Idaho ATTACHMENT 2 SECTION 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 may be 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. -1- b. Sewer Pipe (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) Polyvinyl Chloride (PVC) Pi e,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 FVC compound shall meet the requirements of ASTM D-1784 for a Type 1, Grade 1 compound. (b) Gravity__Sewer Pipe and Fittings 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) Marking 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. _2_ LJ u 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. Workmanshi 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 relating 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- struction 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 responsible 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 -f ourths (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. �3� (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 from excavation and by the Contractor at Excavated Material All excess excavated materials backfill operations shall be hauled and disposed of 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 L� 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 Pipe 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 thatthe 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. (4) 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 the Engineer's evaluation of the results of such tests shall be final. -5- 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) _Test_ing 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 I. 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 4.0 prig 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- 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 1. 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 sall 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- e. Mortar Grout Toe 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 whichwill 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 (6) 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 FramessCoversand 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. e. Manhole Invert The invert 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 adjoi#ing pavement or ground surface unless otherwise shown on the Plans or directed by the Engineer. -9- r -I 0 3/4" Min. Water Service Line For C Sing e Me er Installation C J 3 - -- House Line Cr Meter o � g I r Con;. Curb a 3: 8 Gutter I o Lot Line lE Corporation Stop Assembly 3 W CV uy Service Line s -2—Meter-See Deto,: ?.__1 Below (B) Coppe-, Po yethylene or Ring- Tete PVC Water Service Line PLAN VIEW Meter By City - f -- House Line Cast Iron Frame and Cover 18" 6 x 30" Conc. Meter Vault u� (D) Ford V92-24 Yoke with Male Connection, (C) Ford -41344-333 Curb _ rr or Approved Equal Stop or Approved Equal I F z� House Line Firm, Undisturbed Water Main - le ` ----__(B) Copper, Polyethylene or Earth Size Var able� Ring-Tite PVC Water Service Line Corporation Stop Assembly NOTES I. See attached sheet fo, special sizing requirements on multiple meter installations and other special requirements. 2. No galvanized pipe or fittings shall be used in the service line. SECTION VIEW TYPICAL DOMESTIC WATER SERVICE AND METER INSTALLATION CITY OF MERIDIAN ADA COUNTY, IDAHO J -U -B ENGINEERS, INC. Engineers Planners Nampa Idaho DE I DR. '\ CK. ALE r10 N E. DATE N O V . ; .�474 IDWG NO. N (4 1 1 I.`� SIZING REQUIRBOM for Multiple Metier Installations Number of A B C D Meters Per Corporation Service Curb Meter Service Line Stop Size Line Size Stop Yoke 1 3/4" 3/4" Ford #844-33 Ford #V92-24 2 ]." 1" 3/4" Curb Stop w/Male Connection, 3 1-1/2" 1--1/2" or Approved or Approved 4 1-1/2" 1-1/2" Equal Equal SPECIAL REQUIREMENTS 1. Meters shall be installed by the City of Meridian. All other equipment and materials may be installed by a contractor under the direction of a licensed plumber. All items shall be inspected by the City Work Super- intendent. 2. The city will, at the owners request, provide all labor and work required for a service connection. Charges for such work will be made to the owner by the City under a schedule of charges established by the city. 3. All service line equipment requirements set forth herein are for typical single family residents with service lines no longer than 50 feet and . house lines no longer than 50 feet. All connections which require longer service or house lines may be subject to larger size requirements. Also commercial and industrial service equipment and sizing requirements will be determined individually after the owner has satisfactorily established his water use needs. 4. All corporation stop connections to water mains shall be made in conform- ance to manufacturers recommendations for the material in the main. In all cases, that connection will be subject to inspection by the City Work Superintendent. 5. On all meter installations where service cannot be completed to the house, 'a 18" x 3/4" galvanized stub with plug shall be attached to the discharge side of the meter yoke. 6. It shall be the responsibility of the person expecting water service from the City of Meridian to notify the City Work Superintendent of his needs at the earliest possible date. Such notification shall include the following information: a. An estimate of the number and type of meter installation that will be requested. b. An estimate of when the installations will be requested. c. A statement indicating who will supply and install all items except the meter. d. Any other information deemed necessary by the City Work Superintendent. Y I. GENMiAL INFOR UTICK 9PLICATION FOR SUBDIVISION APPF Meridian Planning do Zoning Commi Applications must be presented City Hall by the Second Monday the Monti► for Planning & Zoning Meridian Manor No. 2 Subdivision Proposed Name of Subdivision One-quarter mile north -of Cherry Lane, from Meridian Street (General Location West to N.W. 8th Street Legal Description - Attach if Lengthy Attached Bedelco, Inc. Owner a of Record Name Telephone No. 9530 Halstead, Boise, Idaho Address cant) (Name Telephone No. 9530 Halstead Boise, Idaho Addreas J -U -B ENGINEERS, Icn. 344-7938 Engineer, Surveyor or Planner) (Name (Telephone Na.) 5903 Franklin Road, Boise, Idaho Address City of Meridian Jurisdictions Requiring Approval Residential Type of Subdivision --Residential, Commercial, Industrial Accepted bys Date Fee L Ile. SUBDIVISION FEATURES• 1. 8¢ -;-9- Acres 306 Number of Lots 80' x 100' (norm)Dimensions of Lots 2e 0 Acres of Land in Contiguous Ownership 3e Width 65' x Depth 90' Minimum Lot Sizes 4e Existing Zoning Classification Residential 5e Has Request Been Made to Change Zoning? X yes no 6e Zoning Request & Under What Name?` N/A 1119 n►�ROVDMTS PROPOSED AND REQ,UIRM Proposed (applicant) le. Street Standard60' Right of Nay Collectors Other Request. Minor - 50 w/5' ease. 2. Curb and Gutter (Type). Standard 3e Sidewalks Location & Widths Back of curb - 4' Alleys No 4. Street Names X Must not conflict with Grid system 5e Domestic Water Supply (a) (Individual) (well) (b) (Central) (City) X (c) (Location of existing lines) In street r/w & Ease. (d) (Location of proposed lines) In street r/w & Ease. 6. Method of Sewage Disposal - (a) (Individual) (b) (Central) X (c) (Locations of existing lines) In street r/w & ease. (d) (Locations of proposed lines) n street r/w & ease., 7e Method of Storm Water Disposal (a) (location of existing lines) . Surface to (b) (Location of proposed lines) Treatment ponds 8e Irrigation Water Supply Provided (If irrigation water supply not yes no 'Provided, has rea.been withdrawn from District? X yes no 90 Power and Phone (a) (Underground) X (b)..(Overhead) 100 Natural Gas X 110 Other Utility. Ordinance conformance ( staff ) 4 III. Continued 1.2* Are Easements for 5,6,7,8,9, 109 lit Provided and where located? Yes .13- Are Fire Hydrants Provided, where located? as required 140", Are Street Lights Provided, where located?, No 15. Area to be dedicated to public,or semi-public areas, (a) School Site(s) 0 (b) Public park aite(s) 0 (a) Common area for residents 0 (d).Water supplyp'puniphouse Lot 28, Blk 2 (e) Sewage disposal area 0 W Other 0 16* Location of existing dedicated streets and their widths at the point immediately adjacent to proposed development. N.W. 8th St. =,.601, Crestmont ='50' Meridian St. = 80' 17. Vioinity Map (scale 1"'- 3001) 2 copies 18. contour map of area. 19e Existing Buildings* to remain or be removed? 20, 1" d 1001 drawings showing general plan, and adjacent subdivision -2 copies. 21* Proposed protective covenants. 22s Examination by city Engineer. .IV# BUILDING PROGRAM (To be completed by applicant) Is Type of buildings (Residential, Commercialt Industrialq Combination) Residential 2* TYPO of dwellings (Single-family,, duPlexesq multi -family (rental), multi- family (eale)t combination)— Single-family Garages Attached Basements Water Table Study Detached Driveway width Off street parking Typical Building Price Range .2 space per unit 1 Story Building Material Vo RESTRICTICKS AND DESIGN INFORMATICK Proposed (applicant) Ordinance conformance ( staff ) 1. Allowed Land Uses Residential 2. Minimum Lot Area 6500 sq. ft. 3o Minimum Lot Frontage 65' $e Minimum Lot Width Front Setback 65' 5. Minimum Lot Depth 90' 6e Front setback " 201 f 7e Side Setback 5.' 8e Side Street Setback 15' 9e Rear Setback 201. 10. Percentage of Lot.Coverags 35% Vie SPECIAL DISTRICTS (Staff) Name Approval leschool District 2e Fire District (or Dept.). 3e Sewer District (or City). 4. Irrigation District .50 Water Company or District ' 6. Other (Name, Purpose) VL1e RECORD OF APPROVAL (Staff) Preliminary (date) Final (date) 1. Technical Review Committee 2. County Planning Commission 30 City Plan. Comm. Name 4o County Surveyor (Final Only) 5• County Highway District (Final Only) 6. City Council Name 7e Board of Ada County Commissioners " (Final Only) . LEON A. FAIRBANKS, PRESIDENT V. DALE 13LICKENSTAFF, VICE PRESIDENT L. C. BASS, SECRETARY December 3; 1974 Bedelco, Inc. Gentlemen: The street improvements have been completed and are accepted by the Highway District for maintenance. Your surety,with the Idaho First National Bank is released. Sincerely yours, ADA COUNTY HIGHWAY DISTRICT Elmer E. Soniville, P.E. District Director EES:ds cc: City of Meridian r, Ada County Highway District - Cloverdale Office Ada County Highway District - Don Evans -- Surety No. 111 Idaho First National Bank Veterans' Administration Federal Housing Administration J -U -B Engineers IF �� ✓moi �,� CHERRY MANOR BU6DIVI�ION *. 1, + ♦' r• e w UNrLATTED srR r - - -n 144 T.' - s s3J�iJI Vi'�Ipy �.. !)f� i..ry6• 8c W tier ST. OWS Ile u h Lb � „p qit U a — o/ , r Fl rrl 45 J 1 •$ eu y � D }} o` v L I I L 8 o ��1-- — -.- ERIDMN - Sif�EEF .: -. - rvt - b. �+ Lim_ .14_ ._.,.,.'.. ; g►..r UNRLATI`ED i #-- JaWA"y 79 1975 , J -Q --B Boa4wers 5$1 3 Tr 04l .Road *�• raabv 8370 A#mptioMt Gary B. with go., Mm IT ' MAX CONGXRN s *kr Sirs On Jn=W Co 1975 dvqp*ng the ,Ci,* ;esn. it setting us motion Karr and domed a that the City abeept thetio�► ot;. r ppwrtwancies as . See ad . o jk* ng to tb*, engjuMV4 Wjje of the Meridian Mein , #; $ubd:LvW0n,► Sited this ?tkft of January 1975 $erald J. Cox Q*ty Clark Umm dicers wmr.. d7 erm n a DIVISION OF ENVIRONMENT July 10, 1975 The Honorable Donald M. Storey Mayor of Meridian 728 Meridian Street Meridian, Idaho 83642 Dear Mayor. Storey: 0 Jarnes A. Bax, director Recently our department has received several questions from developers inquiring as to who may connect to the Meridian 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 which was platted prion- Jerry Yoder's letter of May 2, 1973; consequently these subd'visions may' be con- nected to the sanitary sewer if the City of Meridian has no objections. However, we would like to point out that Meridian could violate its NPDES discharge permit if it continues to allow additional connections to the sewer system, and that once such violations occur, bringing the sewage 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 to the sewer system would not be allowed. Based on this letter we 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 platted 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 `fig d -possible effects on the certificate of adequacy. If You have any questions concerning this matter, please contact me. Sincerely, cc: ACOG Larry Attwood VP TH VELFARE Central District IL Health Dept. H. David Sanders Environmental Engineering Spec. Il 777 III OFFICIALS HERALD J. COX, CITY CLERK F O. HELEN RYKER, TREASURER S. L.. 'SID SPATH, CHIEF OF POL-ICE BRUCE D. STUART, WpR15 3—T JOHN O, FITZGERALD, ATTORNEY ROGER WELKER, FIRE CHIEF 0 F]C [3 OF TREASURE VALL1=1' A Good Place to Live CITY OF MERIDIAN 723 Meridian Street MERIDIAN, IDAHO 83612 Phonc 888.9433 DON M. STOREY Mayor January 7, 1975 Gary B. Smith J -U -B Engineer's 5903 Franklin Road Boise, Idaho 83705 Dear Gary: CnIJNC'll MEN JOHN R, NAVARRO WAYNE D. SKIVER MARVIN R. BODINE KENNETH W, RASMUSSEN HERALD J. COX, TRAFFIC BUREAU SEC ZONING & PIANNINC Enclosed please find a copy of the Ordinance of annexation for Tedi -Subdivision to the City of Meridian. This land parcel was included in Ordinance No. 184 West Cherry Lane Annexation which is enclosed. Also enclosed is a notice of acceptance for Meridian Manor #1. HJC : In cc: File Tedi -Sub West Cherry Lane Annex, Meridian Manor #1 Sincerely yours* Herald J. Cox City Clerk Finance Officer OFFICIALS HERALD J. COX, CITY CLERK. F,O. HELEN RYKER. TREASURER 5. L. "Slu' SPATFI, CHIEF OF POLICE -.BRU-CE D. STUART, WORK SUPT. JOHN O. FITZGERALD. ATTORNEY ROGER WELKER. FIRE CHIEF HL'L3 OF T.1:FASURF L'AU_E1' A Good Place to Live CITY OF MERIDIAN 728 Meridian Street MERIDIAN, IDAHO 83642 Phone 883-4433 DON M. STOREY Mayor July lg, 1974 COUNCILMEN JOHN R. NAVARRO WAYNE D. SKIVER MARVIN R. BODINE KENNETH W. RASMU�-,�,CN HERALD J. COX, TRAFFIC BUREAU SEC. ZONING ft PLANNING Smith & Beaus, Developers 9530 Halstead Drive Boise, Idaho. 93702. Gentlemen: This is to clarify and finalize the phone conversaticn of July lg, 1974. (Re: Meridian Manor # 1) Pipe and Materials 'by LSR Construction, Inc., 2656.77 Sharing by .City in Line size difference 1 2.00 Balance due City. 59.77 Enclosed find the credit of 658.77 taken from your prepaid amount as placed to cover the placement of a well. If there is any question, please call. Prepayment 13,075.00 Less $659.77 Balance credit 12,416.23 For the Mayor and Council H§frald J. Cox City Clerk, F ENVIRONMENTAL SERVICES September 6, 1973 Gary Smith J -U -B Engineers 5903 Franklin Road Boise, Idaho 83705 RE: Meridian Manor No. 1 Subdivision - Meridian, Idaho. Dear Mr. Smith: Ile have reviewed the plans of the water ourl sewer lines for the proposed Meridian, Manor No. 1 Subdivision at Meridian, Idaho. The plans are approved providc,l propos leakage tests of the lines are done and the minimum hori- zontal and vertical separation of the sewer and water lines are maintained. Our approval is contingent upon the occeptnncc by the city of Meridian of the connection to their woter and ,ewer systems. Approval of these plans is not to be construed to allow the addition of sewage connection whicl1- will cause the capacity of the sewage treatment plant to be exceeded. We are returning two sets of the plane: to you and retaining the third set for our files. Sincerely, DEPARTMENT OF ENVIROMIE11TAL AND CO?bfflNITY STTIVICES Jerry L. Yoder Regional Environmental Sunervisor cc:CCity of Meridian Central District Health Dept. March 18, 1974 Mayor & City Council City of Meridian 728 Meridian Street Meridian, Idaho 83642 Re: Meridian Manor No. 1 Subdivision Dear Mayor and Council: At the October 1, 1973 City Council meeting, Meridian Manor No. 1 Sub- division was approved, except for a requested explanation of use for an un - platted tract of land between the South boundary of the subdivision and the North boundary of Cherry Lane. It is our hope that we can develop this tract in a manner that will be __compatable with the residential development and also the expected -increase in traffic on Cherry Lane after it is rebuilt to four -lane standards. Re- sidential, even multi -family, is not, in our opinion, as compatable to all of these circumstances as some types of limited commercial. We do not have in mind food stores or automotive gas stations, but such types as business and/or professional offices, medical or dental offices, banks, personal ser- vice facilities such as barber and beauty shops, household item repair shops, small speciality shops, dry cleaning and self-service laundries, and other similar types of small, low traffic volume business. Obviously, with the small tract of land we have, not all of the above would be in the tract. We just wanted to give you an indication of the type of use we were considering. As we understand the zoning, all of these types of business can be built in the present zone "A", after securing a petetion showing consent of the owners of 75% of the area within a 300 foot radius of the suject tract. Wo hope this lettervtill ' sat-isfy the -October _1,_ 1973 `request-- of the City Council, and respectfully request approval of Meridian Manor No. 1 Subdivision at your next Council meeting. Sincerely, BEDELCO, Inc. 1973 L-1 5903 ' _Fl7og o. 1 Subdivision Sois:8�o 14sridl marSweet t tion ova lino =off! is foil OIL FI.Bi 60 T � s vert�co- aur"b � �..�„t�r b� of air 111., rot!, tee 2. li%GKWA't DISTRICT ADA COU . Ova Asper 21a 1962 Sou" #1 XwWaoa Maho 8ubdivilign in tow sitarl,jkol*� is Ada edgijj""a Idaho. Dw M", Growl \ lour s]imi:tr+wx*T VUJ e4 drseUgs ware #sos ved Grid aant to the varioua agmci" W isveLl �rt.m,IPvWpp*t +concerned. 1 14gh to state that I e -ft that you baro an exaellout. location for as =$&A dWoloped sv'sdiv jQ4 got available to'*Wq subdivides in the GOWty. z b liav .lt" this subdivis in unique in tkot�' in the hoar faturs, the !per-j844$;'W4b� bow. a tr batwom and 7widi.an will be oilwlet ot1jad will gipeatly cut down.'the driving ' Iim for c owaut er s to xork and would thorefbre a a;t s o"Wi4erable umbw at urban- dwellere to ymw Mbdi vioicor Z think that 7m are sAtready i'�tv to have near at ham a gyral mer system and. a oqMft4 she *yStM1 os pr'ovidod by the City of keridi , at a cost 1 va#J 1ecs than► thosa JAViA% is Baine, lure nand awe pool* are ro apid g the nodi j►f a pureow soo of water for domestic we and wMer under p� for time protsstton , a need of a trouble- fres r ruble fres control'. suAtar� ipoea a7latam6 You "N► .to have all of th,ass thio avaiUblo tb'.Jiwits' j A ersaso, of W ,pspoapU aro not inclined to too „soh tuns as 3a�ritiaB M�S&e ar"a 4,� VO far alLhor �a ,runts opw cjr � jW to ;be; VUW to $ A aperidiCl;* their le;L rare timi In 00 M SDA of r r 1L,V*zLWAW'. `Pwr -`AWWWW. ;AFW4at# ice: saws to me as it gags' mad dssi gn &ad stswh .�*W .� alas* 'tbs;. j*ttwrn arc+ Erato w�th on di the„, int a awl dar41 rise I „a� � that 7M +mit vdtb ,ow aaineatir to see It hs KvjxMoAhc bo 00” . ;.Impi'a6 with urban Sim 194a shrawl►t',ar�ssi lira bs wig that a7 ill apirrcnral of visiael.w ago' +n►9.d a., rsu had ,avir►ad an M. �, ,�I[ *ps dtaa�t► the , a e per bid ltgpidin to furni" you with osa#ar+sl wa"r and aoAtral 86%v SA41iitiewo 'row trav You" w �pBearsa rstaratrr 7 Zoning an blas s& Cox cc. Mr`. Harold r 670 3962 arm Zk=ko Dar *: inn A"% week we W, PrW604ty to� rejwov&nA,ky We .+�� � too to divous t the IMMW 4" Wo. 1%40 %* UW W . + ►� to ra ,dor a aopy at %bi o report ad "+fit, "you Sk g the NOWOO' of xr. javkaon 4, "oda It is �y SPAS kr kat . "00W Fm With a p].aaa that a �. Y►O 4 *,&Ur Sm a! POI�ft SIA MIS ptirohaaorr rrA'th a th" tha f « Z,�► bomwet�s � t laid matter as a f"A "V�'' m a.�� firm o0ple8 of a�.io- o► LM �r� and � �. ��#� it 9 yftiolld retian throe to Uti a odd d ar Ye ' 10- based an a I'm -NO, � � Seale. oft" vin them tow�sa'y+ O *Wth*r with dnwS>V to t *001- 06m oats so t"aa grovP9 . oda daoo Y t* Ad& 0 OOM&SO&M and the as$i ". 1M ia, .:< io to atatr tut t @now*%a thats �t t .`. atM'+Mi ' of a sAm er of am""tion t soma a ei .. aai ii . I h&We ro"rsd or that g00 0006Yn�.rr�r Shp O' O Mori�o� Q„ it 0 as it ' ] e�u►t, p WOW* two %1"0040, JA 105” etv and WOW04 be aaaopU" to ��. Xt id U be m44 hNI91.11, ,r Wt Yew t $404 to the rest Orestes a Pv*l." in tills A .;,►wN" rbq%of a,, 4-6 with a 45 f4let rdIM ,.mals" wva i +NA► of "0 arA�g It APPOSWO to m that thio at"04 mot bia dam` ", d Lot A'VMia; $4006t to SAW r tme of aw . thA orf a atarN 4 oat "►odd, Ting the a d*Uard dad- i"tieft 4, Wa 6840 40 4 street "Imfi1 tks pmpwty assns Grp Mr, JO MOM C"M ?age TWO Doember 17, 1%2 to eampot to it and thst,,&W ~trustioa his soured to bring mob s~i*to a stadard lvoWspso be pUaW In a P&vU*s &Gamut SO gosMjty' for "odul sonAo",ties, and that, �&W mows ids in tka matter of interest Or, p4nd*4 4=3A "ar".4s, you " subdivider up m the INO)AIAS of wo foustmokion of this *UVA* OVW IteM Of OOMOMS or COWSOJI VMAU be the toVatmnt at o"istrosuou Of Viral wata y central sip~ fastUties which We 4 bouavo 110" a n6tto of betwow-ya =4 the City of KW Aiwa. As You Mo probsUr WAWV,, thO COVAT wQRXA4*Ar*tars MR&I plat to be pdatt geowdift to %ko provi4ow oontg;Uod in l6ke, Code *-2501 to 004 LQcUWLV6. lip Cook*, i Wore alar X off-ofte IspravesonU ti I Ow INIM4816. � 0 ad Arainsp "M" W&VOW44. � am 2in With AAa CCMtv mata'"! A* *r the Ada Sam ft USizaer or oleo the S4.01SPOWv av OWLtm*tAol the f S* solo fosu of sith or On" Or iims air4o" at emotte isproy"Mts Ido".4 ; of the 4"0, ot i* sling st" 00' let ]k0*"t%-inx 70" paps,, 06 in ;jt*t6, 7ftr abstMt 00 aq Ok,igift wdo.4pj, at amwehips the lopl plospasn, at fA* P40- Ow. V aty draiisp it "t -e#' -wap or other typ a vWN"t-we" *at woA U lbo donsIA",14", abses-nd. Avdi We WL& U . - . pw on yw, Wwwk to this voutwe end Wigh Pm OVIVY sum Very tMar YOWS a USIO - as W, KON** JOOVOR strator 0 ENVIRONMENTAL SERVICES September 6, 1973 Gary Smith J -U -B Engineers 5903 Franklin Road Boise, Idaho 83705 RE: Meridian Manor No. 1 Subdivision - Meridian, Idaho. Dear Mr. Smith: We have reviewed the plans of the water and sewer lines for the proposed Meridian Manor No. 1 Subdivision at Meridian, Idaho. The plans are approved provided proper leakage tests of the lines are done and the minimum hori- zontal and vertical separation of the sewer and water lines are maintained. Our approval is contingent upon the acceptance by the city of Meridian of the connection to their water and sewer systems. Approval of these plans is not to be construed to allow the addition of sewage connection which will cause the capacity of the sewage treatment plant to be exceeded. We are returning two sets of the plans to you and retaining the third set for our files. Sincerely, DEPARTMENT OF ENVIRONMENTAT, AND CCHMUNITY SERVICES Jerry L. Yoder Regional Environmental Supervisor ce : i t o f Me r Lan. Central District Health Dept. IN REPLY UTER in; 400 780. United States Department of the Interior BUREAU OF RECLAMATION CENTRAL SNAKES Prt0JJ7I :'r ()I,'f lC - 211 BROADWAY AVENUr, BOISE, IDAIIO 85702 May 13, 1976 Honorable Don M. Storey Mayor of Meridian City Hall Meridian, Idaho 83642 Dear Mayor Storey; The Bureau of Reclamation has entered into an exchange agreement with BEDELCO, Inc., Boise, Idaho. By the terms of the agreement the United States will exchange a narrow strip of land along the north side of the Five Mile Drain in the southeast quarter of section 1, Township 3 North, Range 1 West, Boise meridian, Idaho, containing about .64 acre for a similar strip along the south side of the drain. The enclosed sketch map outlines the exchange. In connection with the exchange we are -in need of a certificate signed by you to the effect that no future City of Meridian special assessments or sewerage charges will be made against the tract being acquired so long as title remains in the United States. The enclosed certificate is submitted for your consideration and signature, if satisfactory. Thank you for your assistance. Enclosure Sincerely, Project Superintendent int I, Don M. Storey, Mayor, City of Meridian, Idaho, hereby certify that there are no outstanding assessments or charges against the land described below or will be applicable to the interest in such land being acquired by the United States, to wit: iA strip.of land 11.63 feet in width lying Southwesterly of and parallel to the Southwesterly right-of-way line of the Five -Mile Drain lying in a portion of the North-- west quarter of the Southeast quarter (NW' -,;SE'-,;) of Section one (1), Township three (3) North, Range one (1) West, Boise meridian, Idaho, beginning at the Northeast corner of the said Southeast quarter (SL',,) of Section one (1); thence South 89048'35" West a distance of 1,327.22 feet; thence South 0025'17" East a distance of 524.27 feet to .the Real Point of Beginning; thence South 0025'17" East a distance of 12,49 feet; thence North 69005'25" West a distance of 1,102.01 feet; thence North 89048'35" East a distance of 32.32 feet; thence South 69005'25"'East a distance of 1,067.32 feet to the Real Point of Beginning. Said strip of land containing 0.29 acres, more or less and is shown in yellow on the attached plat marked Exhibit "A" and by this reference made a part hereof; And, also; A strip of land 11.63,feet in width lying Southwesterly of and parallel.to the Southwesterly right-of-way line of Five -Mile Drain lying in a portion of the Northeast quarter of the Southeast quarter (ND. -SE,-) of Section one (1), Township three (3) North, Range one (1)'14est, Boise rneridian, Idaho, beginning at the Northeast corner of the said Southeast quarter (SE',-) of Section one (1); thence South 89048'35" West a distance of 1,327,22 feet; thence South 0025'17" East a distance of 524.27 feet, to the Real Point of Beginning; thence South 0025'17" East a distance of 12.49 feet; thence South 69005'25" East a distance of 1,247.90 feet; thence North 89030'35" East a distance of 109.86 feet; thence North 0025'30" West a distance of 11.63 feet; thence South 89030'35" West a -distance of 107,67.feet; thence North 69005'25" 1,,'est a distance of 1,250.21 feet to the Real Point of Beginning, said strip of land.containing 0.36 acres, more or less, and is shown in yellow on the attached plat marked Exhibit "A" and by this reference made a part hereof. This certificate is applicable to assessments and charges of such interest in the land above described only so long as the interest remains the property of the -United 4f—a--'s.Date torey, Ma or yoMeridian, Idaho r' rr d f f F a rJ int I, Don M. Storey, Mayor, City of Meridian, Idaho, hereby certify that there are no outstanding assessments or charges against the land described below or will be applicable to the interest in such land being acquired by the United States, to wit: iA strip.of land 11.63 feet in width lying Southwesterly of and parallel to the Southwesterly right-of-way line of the Five -Mile Drain lying in a portion of the North-- west quarter of the Southeast quarter (NW' -,;SE'-,;) of Section one (1), Township three (3) North, Range one (1) West, Boise meridian, Idaho, beginning at the Northeast corner of the said Southeast quarter (SL',,) of Section one (1); thence South 89048'35" West a distance of 1,327.22 feet; thence South 0025'17" East a distance of 524.27 feet to .the Real Point of Beginning; thence South 0025'17" East a distance of 12,49 feet; thence North 69005'25" West a distance of 1,102.01 feet; thence North 89048'35" East a distance of 32.32 feet; thence South 69005'25"'East a distance of 1,067.32 feet to the Real Point of Beginning. Said strip of land containing 0.29 acres, more or less and is shown in yellow on the attached plat marked Exhibit "A" and by this reference made a part hereof; And, also; A strip of land 11.63,feet in width lying Southwesterly of and parallel.to the Southwesterly right-of-way line of Five -Mile Drain lying in a portion of the Northeast quarter of the Southeast quarter (ND. -SE,-) of Section one (1), Township three (3) North, Range one (1)'14est, Boise rneridian, Idaho, beginning at the Northeast corner of the said Southeast quarter (SE',-) of Section one (1); thence South 89048'35" West a distance of 1,327,22 feet; thence South 0025'17" East a distance of 524.27 feet, to the Real Point of Beginning; thence South 0025'17" East a distance of 12.49 feet; thence South 69005'25" East a distance of 1,247.90 feet; thence North 89030'35" East a distance of 109.86 feet; thence North 0025'30" West a distance of 11.63 feet; thence South 89030'35" West a -distance of 107,67.feet; thence North 69005'25" 1,,'est a distance of 1,250.21 feet to the Real Point of Beginning, said strip of land.containing 0.36 acres, more or less, and is shown in yellow on the attached plat marked Exhibit "A" and by this reference made a part hereof. This certificate is applicable to assessments and charges of such interest in the land above described only so long as the interest remains the property of the -United 4f—a--'s.Date torey, Ma or yoMeridian, Idaho 0 I I,b a �o � � C 10, rn� �� p cmz E r p� oa z ;z r �jY 4w,""1'City ouncztl' Meridian., 728`e 44 dia'n Street ,'Meridiim Idaho 83642 # R S Re: Meridian. MSAOt No 1 Sub ounc Doar:!- r Xd er 1, 1973 City Cou eeting, Met ncil Idi�n Manor o t, hi, Octob miii 10 V.' ived,' except for, a . 1 us W requested exp anatli��-,Of�� ,,,,,., f land betw,'gien of the` ou trar, South boundary OU r ane'.' PrIt ry L z 6' an Jis'.our hope -that :wei,; can, develop �4%,A�raci i�` A eve C o1b r d A 0 Cherr Lane after it is rebuilt to f our-lane�,,vta r .q , Y I -rfamily, is not in'our OP, atiai inioti, As,' colhP4 T, .".."v - Iva _Mstances some types o �,Ji4ttid jommerq a, 'bu t such" "P't or.aup6motiye gas s 41', office 6 k -'--drs li�a pa, medical.,. or,, jitill�:,of f 66 beatify s ops,'hotrseb "such Aa.,. barber, ah o1d,,Iiteik`,i:6p4� ,rl:� q Jq "'r AYI'.�r, aun. self -servicel dritsl-.,,�and'� t # 1. 7- -:.. -, �:, 0m, - A -, shops 4ry 'di�aning and.r, ;,Of: small: low traffic voluie business X. Tooll tract o f I 'n ha -4p, -,tIQt:"a1i, o 't 0'" .1:7. �Vith the s a we the-, ttact.,,,We st wail ad, ju d y -oft`aie,we� were 'considering. As we iindifetand the"I�zptil.4 �'t pe, ness, "patet op, shi�in of 75 6f: the, Aiia0 f b i can be: built in the pr ese'n" t' ;�`O.ne-!'k ��,4f tek"'�'Pddtl# s 8,,C,;�11 ent.,,! e, owner Of the suj ect tract. m i':, ;t,w :4;", 1 O"INWK "-A COO i.d X. I A, "�quiest appro 10. r E V c U y T :iil our neit Councileting -Sincerd tDELOO; In 4 J4rl. 1. Y rr a. vn a. iab e, . Alf IA P 7-� m "VYYr , AV! 41L 3.. le, �A 4w,""1'City ouncztl' Meridian., 728`e 44 dia'n Street ,'Meridiim Idaho 83642 # R S Re: Meridian. MSAOt No 1 Sub ounc Doar:!- r Xd er 1, 1973 City Cou eeting, Met ncil Idi�n Manor o t, hi, Octob miii 10 V.' ived,' except for, a . 1 us W requested exp anatli��-,Of�� ,,,,,., f land betw,'gien of the` ou trar, South boundary OU r ane'.' PrIt ry L z 6' an Jis'.our hope -that :wei,; can, develop �4%,A�raci i�` A eve C o1b r d A 0 Cherr Lane after it is rebuilt to f our-lane�,,vta r .q , Y I -rfamily, is not in'our OP, atiai inioti, As,' colhP4 T, .".."v - Iva _Mstances some types o �,Ji4ttid jommerq a, 'bu t such" "P't or.aup6motiye gas s 41', office 6 k -'--drs li�a pa, medical.,. or,, jitill�:,of f 66 beatify s ops,'hotrseb "such Aa.,. barber, ah o1d,,Iiteik`,i:6p4� ,rl:� q Jq "'r AYI'.�r, aun. self -servicel dritsl-.,,�and'� t # 1. 7- -:.. -, �:, 0m, - A -, shops 4ry 'di�aning and.r, ;,Of: small: low traffic voluie business X. Tooll tract o f I 'n ha -4p, -,tIQt:"a1i, o 't 0'" .1:7. �Vith the s a we the-, ttact.,,,We st wail ad, ju d y -oft`aie,we� were 'considering. As we iindifetand the"I�zptil.4 �'t pe, ness, "patet op, shi�in of 75 6f: the, Aiia0 f b i can be: built in the pr ese'n" t' ;�`O.ne-!'k ��,4f tek"'�'Pddtl# s 8,,C,;�11 ent.,,! e, owner Of the suj ect tract. m i':, ;t,w :4;", 1 O"INWK "-A COO i.d X. I A, "�quiest appro 10. r E V c U y T :iil our neit Councileting -Sincerd tDELOO; In 4 J4rl. 1. Y rr a. vn a. iab e, . Alf IA P 7-� m "VYYr , AV! 41L 4w,""1'City ouncztl' Meridian., 728`e 44 dia'n Street ,'Meridiim Idaho 83642 # R S Re: Meridian. MSAOt No 1 Sub ounc Doar:!- r Xd er 1, 1973 City Cou eeting, Met ncil Idi�n Manor o t, hi, Octob miii 10 V.' ived,' except for, a . 1 us W requested exp anatli��-,Of�� ,,,,,., f land betw,'gien of the` ou trar, South boundary OU r ane'.' PrIt ry L z 6' an Jis'.our hope -that :wei,; can, develop �4%,A�raci i�` A eve C o1b r d A 0 Cherr Lane after it is rebuilt to f our-lane�,,vta r .q , Y I -rfamily, is not in'our OP, atiai inioti, As,' colhP4 T, .".."v - Iva _Mstances some types o �,Ji4ttid jommerq a, 'bu t such" "P't or.aup6motiye gas s 41', office 6 k -'--drs li�a pa, medical.,. or,, jitill�:,of f 66 beatify s ops,'hotrseb "such Aa.,. barber, ah o1d,,Iiteik`,i:6p4� ,rl:� q Jq "'r AYI'.�r, aun. self -servicel dritsl-.,,�and'� t # 1. 7- -:.. -, �:, 0m, - A -, shops 4ry 'di�aning and.r, ;,Of: small: low traffic voluie business X. Tooll tract o f I 'n ha -4p, -,tIQt:"a1i, o 't 0'" .1:7. �Vith the s a we the-, ttact.,,,We st wail ad, ju d y -oft`aie,we� were 'considering. As we iindifetand the"I�zptil.4 �'t pe, ness, "patet op, shi�in of 75 6f: the, Aiia0 f b i can be: built in the pr ese'n" t' ;�`O.ne-!'k ��,4f tek"'�'Pddtl# s 8,,C,;�11 ent.,,! e, owner Of the suj ect tract. m i':, ;t,w :4;", 1 O"INWK "-A COO i.d X. I A, "�quiest appro 10. r E V c U y T :iil our neit Councileting -Sincerd tDELOO; In 4 J4rl. 1. Y rr a. vn a. iab e, . Alf IA P 7-� m &epuobr A. t969 Dm wilawm► immu ma► Faa#t4o bojm art ++ U24 N.MPK. Idabe $3691 Dow "T; a City 4000i1 mmmmmaetims .ice "Amber 1'i"ir t t t7 s M sa �t� rl ai to pWOM OoMeoiivo mm�atatrmmmara* V►l �,m at U�*Nd, street 1,dian. TAU WDGA$ $9 aatromly "a &,- old to a now $* of � �.. drew r�lst AM belp I" e3rk"d in ""',matter l4al b� sim"Par yours g 44 '! city k WOOF "1 1 til* same" a Teh 4 D E IngilqUNW UNION PACIFIC RAILROAD COMPANY �� OJ. r DEPARTMENT OF TRAFFIC 8s 96 1416 DODGE STREET OMAHA, NEBRASKA 68102 R. F. PET7IGREW � I Vice President January 20, 1969 F - 73-101-141(NW) ,�7y�&Mr. . Don M. Storey, Mayor City of Meridian 728 Meridian Street Meridian, Idaho 83642 Dear Mr. Storey: This will acknowledge and thank you for your letter of January 15, about information you have received that Union Pacific is contemplating closing the Meridian station. Your concern is appreciated and S want to assure you that full consideration will be given all phases of this matter before any definite action is taken. In the meantime, efforts are being made to arrange for a meeting with the Meridian Chamber of Commerce so that Superintendent Bailey and Traffic Manager Kee can meet with those who wish to talk with our people about service, etc. Of course, all shippers would be contacted by our people for this purpose before any action would be taken. Thank you again for your interest. Sincerely, cc: Idaho Public Utilities Commission, 305 Main Street, Boise, Idaho 83702 Mr. John O. Fitzgerald, President, Meridian Chamber of Commerce, Meridian, Idaho 83642 • ADA COUNTY HIGHWAY DISTRICT 401 BROADWAY AVE. BOISE. IDAHO 85706 LEON A. FAIRBANKS, PRESIDENT V. DALE BLICKENSTAFF. VICE PRESIDENT L. C. BASS, SECRETARY July 10, 1973 J -U -B Engineers 5903 Franklin Road Boise, Idaho 83705 J.U_B Frr.7�;neer ri O•. JUL121973 ij �� B0, E. Re: Meridian Manor No. 1 Subdivision Northwest 8th Street Gentlemen: The District Policy on mid-section line roads is as follows: 1. Right-of-way - 60 feet 2. Roadway - 41 feet back to back of curbs, standard vertical curb Sincerely yours, ADA COUNTY HIGHWAY DISTRICT L ` Elmer E. Soniville, P.E. District Director ' I i Moridw Manor 81]Le r 53 Mead rr�.�' * X"ho 83 o+►. i M.DUKM the OL., an" be +4eto , 20 19729 the City Couai�,�; 4dod %. the pledged r to t, be uned to develop • air , w�u11 endear 4IM. tiger Ot the COO Engineers Sumner Johnson, a { " tbe" ban" o City Clark as soon as Pvorib . the off. toberO 1972. 01, 1 the decision 0 the well and apeoii'i- ►. t q tie Oity. am� ci fpr OJOPOP9' 8 $131,07.5.00. r00r {, Far the. ,,rnd City Council, =SIM171,, so rile` 000014- ,q September 12r 1972 Meridian Manor assolee Lis. 9530 Halste" Drive Soiao9 Idabo 8370 Door Sir: Some time ago. thy., developers taq up with a proposal to raise s am of SPAWO0 for the-AmOallation of an additional ester we11j� Following are tbo pledges to dates alsbdiviaim Lots Amount Nag" Geto �Oa 46 ; 4.600.00 Heisloo Inc, tam Mawr) 60 6,�0.00 �eelolm UWAXW "A'. At 675.00 33 2,625:00 GregWy Stabdivis$m #3 No Comiftut Men ow vow ftbdiiw m 60 6,,000.00 Cb wry : Mall fbopptai Center 10300.00 Dow400t VA400 Awoomation 12 19200.00 Zodi�rvisl.� 10 1 000.00 As Fon No see tUa, , total SIR lam._. ammat as paup mm d by tbo, , developers. r � FIV0".00/Ibor! �the it is the 0661129 of the City ¢ oil that no tur servioe man be„ortende# until an a 9ioeal supply of water available. 4lnaerely yours Doan No Storey .Mayor. ; askjo am: File Ad "flea't )daho'.--; 1)(aryland'' J 11 E. L. Beus 9530 Halstead Dr. Boise, ID 83704 Burton Smith 9530 Halstead Dr. Boise, ID 83704 ,vele! Courci.'! re, -,nest. that gnu ha-fz vF A mt,f-"tiCg held :it the Meridian -:'ity Hal,',.., ii.,�n,- 1.972 '-m-perative that a reprez5entative be TreSep,--,,. -el:'(--ace it i 7 �.,I-o!sible for Annexation of the proT:e tJe,; r'v.,-IYPO until problem. -!5 h, v f--, b ve (i !`V 4. r IvA, yor Ha r,:-ek,ran., Treasurc Valley :homes Inc. -' tul,-Ale f if -'A D-velopment 'en't"ar'i -VaTIS Ja Ck `)owdle teems, Boise and Nampa "A t ka R I P - FY OF MERIDIAN A I 111. 1. IN P7 F.i 0 i-) -4 -ST01-`VY N1- Ni a1 ,cn J 11 E. L. Beus 9530 Halstead Dr. Boise, ID 83704 Burton Smith 9530 Halstead Dr. Boise, ID 83704 ,vele! Courci.'! re, -,nest. that gnu ha-fz vF A mt,f-"tiCg held :it the Meridian -:'ity Hal,',.., ii.,�n,- 1.972 '-m-perative that a reprez5entative be TreSep,--,,. -el:'(--ace it i 7 �.,I-o!sible for Annexation of the proT:e tJe,; r'v.,-IYPO until problem. -!5 h, v f--, b ve (i !`V 4. r IvA, yor Ha r,:-ek,ran., Treasurc Valley :homes Inc. -' tul,-Ale f if -'A D-velopment 'en't"ar'i -VaTIS Ja Ck `)owdle teems, Boise and Nampa "A t ka R I Honorable Mayor City of Meridian Meridian, Idaho Gentlemen; July , 1972 and City Council This letter shall serve to obligate the undersigned to pay to the City of Meridian, upon demand, the sum of $100.00 .per unit development. (Each unit in a duplex or multi -unit development shall be considered one unit each, i.e., duplex equals two units.) The undersigned represents to the City that they intend to develop 60 units within one year frow the date of this letter and upon demand from the City will pay $100.00 per unit in cash. Developer will., at the time water is installed to each unit, receive $100.00 credit against whatever the total water hook-up charge may be. -It is specifically understood that this $100.00 figure does not limit the City as to total cost or future cost nor does it have anything to do with any sewer hook-up. The developer is simply prepaying $100.00 per unit against the total cost per unit and at the time the unit is developed shall receive the $100.00 credit. Very truly yours, P.S. In the event that the developer is putting in trailers, the charge is $75.00 as opposed to $100.00.