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HomeMy WebLinkAboutGregory Subdivision Project Filei 5f l�.e'1iG �C"MWIc�'gM r° !i mL,KY r }pt � {fir r ss�ah eme�'genaie+� r it r�S aysd.a��►�.e� N a .they can reach, f 6 help and theme �mctiga eh�uld be t a©moat the. problem.. �'!. bourn®mes to ®e too be , ,. w y a . art :ki evtirif quit t :byre'tie 'aitg:^ ie repoustble fok.'pr®pere�rvio�e ta'^ p;tea`�sittzene�. think` it might be good #dea t� . There is one mehi thing T 'wa- ti nader+�t t .t `¢nog► why .►u need` to be�Iin %opetdti�i 4 ;'^den't mod. The Phillip®nb�l.vioa`ie�t we+ett otE uu�r .M� '"y a®t�t the,eerea�+e' flow by grwit torr d� the res$ I sincerely, hope w$11 give attentit a you f Re's 477 t` I k 1}14 E�� a t Ct ��t # { •�• ��.. 7i ' !r. 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A'`14k %%y�,r,• !�� `•l •� # Mjr 1 i NMI 1 +( i. 71 8�1L rhyr<s}^ilpj, t;fi r' S f �Ji 4t rr F k Ayv �•�J} L ,qc{ I� id oy� Aca 1 3 ! d t +hY r k t.F I t A rr?it<w * a,40 AN -'5 � �� P+g'kt�+'p �,! r I 1 i �t•I��II e q January 16, 1975 1, Clarence Planting Ada. County Recorder Box 877..- Boise, 77..Boise, Idaho 83701 Dear Clarence: The Lion Instrument g§93512 against Lot 7$ Block 49 Gregory Subdivision Unit #20 R. A. or Vivian Mullen in the amount of -$75.00 has been satisfied and no longer needs to be recorded against the listed property. For the Mayor and Council, Herald J. Cox City Clerk Finance officer HJC:ln cc: File Rae: $1000 ISI ;I 'i 7 _ 1b NO* /e- ',or F7III h. 57 hi �b Cj r bb. Njo O � � A)Ii � So� I� c O August 12th. 1971 Mr. Don Storey Mayor City of Meridian Meridian, Idaho 83642 Dear Mr. Storey: As a result of the harassing action of the City Council of Meridian on a motion in the July 12th. 1971 minutes of the meeting the Gregory Subdivision and the developers the Treasure Valley Homes Inc. have suffered considerably from the adverse and unfavorable publicity. The reporting of the meetings actions was reported in the Valley News Times and this story has caused many of the builders to refuse to pfirchase any more of the lots for developing and building of homes. We now seek redress action for such action by the Council for the action they have taken without seeking the true cause of the problem, and without making an inspection of the area. The problem was and is still being caused by the farmers and owners ( who have been notified of their actions by use that the water flooding is caused by the drainage ditches which not have been cleaned or repaired to handle the excess water. This waste water is flooding and causing a breeding area for mosquitos as well as doing damage to the property and tax paying home owners in the subdivision. We trust that you will take the proper measures to insure the owners of the farms and those who use the water to excess that the waste water is their responsibility and any damage from this in the future will be cause for legal action to recover for damagesv to others property. Very truly yours, Harold Klefman, Pres HK:rs Treasure Valley Homes sib t it 4 VWz 1. Rr K a fi 1,2 u 1003 �R C .g .J It i 44 r t � To the XWrr.j. r 777 L�.�,�y.� 4�1�'e0.•�� !M�Rf' 1of M• q 1 wf7Q-it hit, - ' _ JI it 1l��te ` tam Mayordui :Sit iya�1►�lirs t� �� � vim' � > _ #ra 'City- CUr$2l�.:J. x lt 114• ' it •�R K -C f t' , d .T � f � 'j. vk'`n' o- s hl * 'y'�� Yn �'�' ,�.� Y� w'vti=�� K a. "r' Q Y � • _ .�f 1;, •4 .,Ltr�'!_`i ^� a •. �+ S - �� 4^r 4�y.� '�1�.�+. •r''tri wry "eta 1. �_.,r f' K, � _ � � � �r%N� � � ,� .°'y�t,* �'pa • '0..t, 4'^'"' 'j r'' k=, •e-dFd _:k ud,, i-. � < r'Y s .a �-$- h-_, k �' i/" J t .r.JL'' .. .y nN� �"A'� `1""r�•d`i �' � v � 'x 3 '4'y,�-�,,.,"%Y" Y ..'i � _'. +� '� tls-''}� ® M Z 'RY Jyt al rl Ind i s Sl u S h 1��,�t ` ,pati ,r^ �alit`�aa�,�✓ �.{, t c fir' ��� x 4"�• t� ' - a� Bei '� "•, � yF ,;F a �,•, . � �`,'�,n W° � ,"T, '�` _; +ix� �� 'may y Meridian City Hall March 29 1970 Meeting was called to order byte Mayor. Don M. Storey, Coundilmen -present weret-W. D. !')kive3,: Keith Ellis;-_Marvin Bodine and -John-] 'avarro. Others present: Ralph Hunt r-, Jhn Fitzgerald.v Weal Hudson and- Gf ne Hi l ier, ----i6o-n-a--rd—E-v--a-n-a--requested a 19tter statin that the City accept his platt and drawings, The Motion as _made bar 't,=D.Sk;� -L -�er WA secoided by Kei+h Ellin. -;ha+ ;Jw-­C. ;y==Qexk be inst:ructed to write a letter to Lsona:rd Evan 3 approving his Mobile Home Park - Wheel Inn Mobile Manor, located along Fairview Avenue )n the North side East of J,rdens Cgmmunications Notion passed: Skiver, yea Ell is1_y@a;_Bodkne.-yea% The tion made by W. D. Ski er a d sato dad by Keith Ellis: that the City Clerk be authorized o write a letter of a t-the--Gregory- Six ivisi on Umit #2- approving -pproval- to­ ccep the 'Streets,, Sewer, Water and Sub-Division drawings - an area loped West of 8th Street in the vicinity -of -Carlton k Motion passedt Skiverl, yea Ellis, yea; Bodine* yea Dale Bates me before the Council to state that he was having ining the g_pr, ibjq pr, iblq _An mitinta ,ack—or 'ad St e c este a I it Avenue in his Oliv Dale ubdivision his drs:einge show 20 foot set back set-1 c 0 y alon 2J St eet and 101 along Badley venue. It was the opinion of the Coimcil that this wou no c e e any problem due tote fact that the City Ordinances allow lesser distances alojn perpe dicular streets in relaticn to alleys. -T-e— � e-no-alleys in this area; consequently the regular zoning restrictions possibly There need nota Llyp By verbal a ement of the Council, the Mayor instructed Mr. Bates to.-- proceed, Building permits will be required with plans for the bixildiig. John N varro, Councilman,, cAme in at this time. The improvenent-of --the -streets- in-thi-E - area Ai sxcussed-- insteA 4--of­ the it igbown-on the drawings Mr. Skiver stated these etre is shoild have 36, of oiling our) to curb. The Street way along Badley is -tobe- -oi ed.. -t -a --the middle-- of-- the -s ;reet.-I y--Mr.-- Bates-..-- Th-e-c-ther 1/2 will be the respormibility of the adjacent property owne:-s,, Ralph Hawkins - and if extended further -to the East - by the Rose Is of Elm Gro eLjrailf r C Its These 3treets will be considered for improvement as development continues. It was pointed-out that Mrs Hawkins would be required-to-improvs-the-roa4sway y curb and oil-to the--- midd e of tie street in order to receive City utilities and a Bui ding permit for the land East his haus a adjacent to Badley kvenue . - Bud & t Hearing was opened by the Mayor at 8:20 p.m..- there'were no.ob,jections to the, ­66d- —ge -t - hear I ----Th --r--read- the annual- tle-al AN ORDINANCE MAKING ILN A01111 ION OF MONEY FOR ALL THE NECESSARY EXPENSES CI AND LIABILITIES OF TILE Y RIDIAN9 ADA COUNTY, EDAHO FOR THE FISCAL YEAR C0101ENCING THE FIRST DAY F JF RY9 19702 AND ENDING THE THIRTY.-FIRST DAY OF -0 TT T T7AT­1 TIT � 11 ffTrT T.1 A ITAT T A T A r��ii Me'ridian-Gity Hall if a pool is built. The Work 3 Sup't was instructed to remove the shield from each end hiding the doorways, whi,,h should have some effect to cut down vandalism... -.-John -Navarro, stated--th t -the Capitol -Securities subdivi ion,, under the_directionof Robi..,I-t (111aisyer, had asked him concer Ang to. what extent the City would participate q- tbe f We re ligb=as qn p ess-to-Ahe-.prespni- sewage Usosal area. it wa p 'Pointed out by the May9r. that it waE not the practice S,D_ of the City toTarticipate the development of any street connected to a subdivision. further that -the street was to for our needs at the present timej_And that con- siderabLe ape f Zon exp ense, intime and_g;r�avel the pjkrTose of our'travel. ing and plannin mee-ing hail already been s -pent o t P_Ut__this -street into held Mr on Skiver stated that this had that, bee he h�d i discussed in the Octobbr.a?, 1969• an told Mr. Mr Hudson statedthat there. -Were no fire hydrgnjzr�„ed in the GregqLry 5jAbd:Lvisic --as jet.Zhp-Maypi-state�(I—th thy-d rang --stated- that _hq_hgd__ dere _r_qi-ed-.Mr-Sk'ver L-and-c-QuId--not-f ind,_ hese -pl-an-a had been_app=e( he Ci iy or by the e-,L'rig-and planning--c-o on-.- There_been a�nprQval of he-p2ot la out and an —zon _al -and__sLgnatur_es_on th liar -r-opjr-that-had been p esent r thought-- what -some better rneans of communicat' UI d be set ul) ___Mr__Skiy hro U -the_Li_ty_and__the_CAwLty__j_r matters, nf subdivisians. bermus wate - and sewer --mere a IPffinite__c_oncnrm__of_Jae City -and that the rounty qhnuLd_jndIudL- 1L -.An their ".udi-e-&-az-far as s ubdi vi -, cancerne that would In a ma a -Par-t--af the cry The City- Clerk-. and., Wqrkf L -Sup.. t were -to._r_o.n_tqct__the_ -subdk rider, ert_Jtham_ta___. - ------ the. -fire.- hydrant dificiency.- (Wil arn- Realty -are --the subdiviALng-organiVition) ... . . .... CERTIFICATE OF OWNERS lzk 'AAA KNOW ALL MEN BY THESE PRESENTS- That TREASURE VALLEY HOME INC., a Corporation organized and existing,under the laws of the State of Idaho, and duly qualified to do business within the State of Idaho, does hereby certify that it is the owner of the real property here- inafter described: Commencing at the North quarter corner of Section 12, T.3.N.9 R.l W., B.M., Ada County, Idaho, thence S.0° 15145" We, 1988.65 feet to a point; thence N.890 51115" W., 260.00 feet to the southwest corner of Gregory Subdivision Unit No. 1, the Real Point of Beginning; thence N.89° 51115" We 1066.26 feet to a steel pin; thence N.0°15145" E. 316.00 feet to a steel pin; thence S. 89° 5111511E. 170.62 feet to a steel pin; thenee S.0°08145" We 61.00 feet to a steel pin; thence 5.89°51115"E. 600.00 feet to a steel pin; thence N.O.008145"E. 155.00 feet to a steel pin; thence 5.89°51115" E. 67.19 feet to a�atsteel pin; thence along a curve to the left with a radius of 20.00 feet, a central agile of 72°05' and whose long chord bears Ne54°06115" E., 23.53 feet to a steel pin; thence alorg a curve to the right with a radius of 45.00 feet, a central angle of 32°06230" and whose long chord bears N.340071E., 24.89 feet to a steel pin; thence N.39049145"W. 101.39 feet to a steel pin; thence N.76°06145"E. 123.69 feet to a steel pin; thence S 8905111511E. 110.00 feet to a steel pin on the west boundary of the said Gregory Subdivision Unit No. 1 thence 5.0008,4511W. along said west boundary, 392.18 feet to a steel pin; ; thence S260251Ee along said west boundary, 0089 feet to a steel pin; thence S.0°08145"W. along said west boundary, 100.00 feet to the Real Point of Beginning. The owners do hereby dedicate to the public, for public use forever; the streets and public ways as shown on said plate The easements indi- cated on said plat are not dedicated to the public, but the use of said easements is hereby perpetually reserved for public utilities and such other uses as designated hereon, and no structures other than for such utility purposes or other designated use, are to be erected within the lines of said easements. RESTRICTIVE AND PROTECTIVE COVENANTS FOR GREGORY SUBDIVISION, UNIT NO. 2, IN ADA COUNTY, STATE OF IDAHO Dated: Recorded: Instrument No. The undersigned, TREASURE VALLEY HOMES, INC., being the owners of GREGORY SUBDIVISION, UNIT NO. 2, and the property being described therein, hereby adopt the following protective covenants in the residential area in their entirety to apply to real property subdivided and contained in said Subdivision situated in Ada County, Idaho, particularly described as follows: Gregory Subdivision Unit No. 2, located in the North half of the Southeast quarter of the Northwest quarter, of Section 12, Township 3 North, Range 1 Wept Boise Meridian, as shown on the official plat now of record in the office of the County Recorder of Ada County, Idaho, dated and recorded under Instrument No. 7/1"1 — in BoolsA0 4 , Page mow of Plats. ®© 1. That all of the real property and all lots, parcels and tracts of said Subdivision) and any conveyance covering or describing all or any part thereof either by reference to the above described plat or by name, number or designation thereon or by other description, shall be subject to the following restrictions, protective coven- ants and conditions; and that by the acceptance of any conveyance of any property in said Subdivision, the grantee or grantees therein or their heirs, executors, administrators, successors or assigns, covenant with the parties hereto, their heirs and assigns, and with the other grantees or subsequent owners of property in said Subdivision as to the property so described and conveyed in or by such conveyances as follows: a. All lots in said Subdivision shall be known and described as residential lots, and said lots or any part thereof or any structure placed thereon shall not be used for any commercial purpose but the use of said lots shall be limited solely to residential purposes. b. No building shall be erected, altered, placed or permitted to remain on any lot other than one detached, single-family dwelling, not to exceed two stories in height, and a private garage for not more than two cars. c. The ground floor area of the main structure of each one -family residence in this Subdivision shall be not less than 1000 square feet and no dwelling shall be permitted on any lot at a cost of less than $16,000.00 (including cost of lot), based on cost levels prevailing on the date these covenants are recorded, it being the intention and purpose of the covenant to assure that all dwellings shall be of a Page 2 quality of workmanship and materials substantially the same or better than that which can be produced on the date these covenants are re- corded at the minimum cost stated herein for the minimum permitted dwelling size. d. No building shall be located on any lot nearer to the front lot line or nearer to the side street line than the minimum building setback lines shown on the recorded plat. In any event, no building shall be located on any lot nearer than 20 feet to the front lot line, except lots facing on 8th Street which shall have a 37.5 foot set- back; no building shall be located nearer than 20 feet to any side street line and no building shall be located nearer than 5 feet to an interior lot line, except that no side yard shall be required for a garage or other permitted accessory building located 80 feet or more from the minimum building setback line. No dwelling shall be located on any interior lot nearer than 15 feet to the rear lot line. For the purpose of this covenant, eaves, steps and open porches shall not be considered as a part of a building, provided, however, that this shall not be construed to permit any portion of a building on a lot to encroach upon another lot. e.Only one residential structure shall be erected or placed on any lot as the same now appears on the filed plat. f. Easements for. installation and maintenance of utilities and drainage facilities are reserved as shown on the recorded plat and over the rear five feet of each lot. Within these easements, no structure, planting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities, or which may change the direction of flow of drainage channels in the easements, or which may obstruct or retard the flow of water through drainage channels in the easements. The easements area of each lot and all improvements in it shall be maintained continuously by the owner of the lot, except for those improvements for which a public authority or utility company is responsible. g. No noxious or offensive activity shall be carried on upon any lot, nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. h. No structure of a temporary character, trailer, basement, tent, shack, garage, barn, or other outbuilding shall be used on any lot at any time as a residence either temporarily or permanently. i.' No building shall be moved onto the above premises unless the quality, style and type thereof is approved in writing by the adjoining owners within said Subdivision and the Architectural Control Committee. P age 3 j. No animals, livestock or poultry of any kind shall be raised, bred or kept on any lot, except that dogs, cats or other household pets may be kept; provided, that they are not kept, bred, or maintained for any commercial purposes. k. No lot shall be used or maintained as a dumping ground. Rubbish, trash, garbage or other waste shall not be kept except in sanitary containers. All incinerators or other equipment for the storage or disposal of such material shall be kept in a clean and sanitary condition. 1. No individual sewage disposal system shall be permitted on any lot. m. No individual water supply system shall be permitted on any lot unless such system is located, constructed and equipped ,in accordance with the requirements, standards and recommendations of State and County Public Health authorities. Approval of such system as installed shall be obtained from such authorities. n. No irrigation water shall be used upon any lot in said Sub- division unless the same is piped in a suitable manner underground to the point of use by the owner of such lot. o. No sign of any kind shall be displayed to the public view on any lot except one professional sign of not more than one square foot, one sign of not more than five square feet advertising the property for sale or rent, or signs used by a builder to advertise the property during the construction and sales period. p. No oil drilling, oil development operations, oil refining, quarrying or mining operations of any kind shall be permitted upon or in any lot, nor shall oil wells, tanks, tunnels, mineral excavations or shafts be permitted upon or in any lot. No derrick or other structure designed for use in boring for oil or natural gas shall be erected, maintained or permitted upon any lot. q. The construction of all dwellings shall be prosecuted diligently and continuously from the time of commencement thereof and same shall be completed, including exterior painting, within eight months after the date of commencement of construction unless such completion is prevented by causes beyond the control of the grantee. 2. ARCHITECTURAL CONTROL. - No building shall be erected, placed, or altered on any lot until the construction plans and specifications and a plan showing the location of the structure have been approved by the Architectural Control Committee as to the quality of workman- ship and materials, harmony of external design with existing structures, and as to the location with respect to topography ?nd finish grade elevation. No fence or wall shall be erected, placed or altered on any lot nearer to any street than the minimum building setback line'unless similarly approved. In no stage of excavation or construction shall any dirt or fill material be removed from the Subdivision without consent of the Architectural Control Committee. a:The Architectural Control Committee is composed of Harold E.'Rlefman, 104 Horizon Drive, Boise, Idaho; Ray W. Sowder, 1114 Warm Springs Avenue, Boise, Idaho; and Matt Sedivec, 301 Pendleton, Boise, Idaho. �A majority of the Committee may designate a representative to act os it., In the event of death or resignation of any member of the Committee, the remaining members shall have full authority to designate a successor.. Neither the members of the Committee, nor its designated representative, shall be entitled to any compensation for services performed pursuant. -to this covenant. At any time, the then record owners of a majority of the lots shall have the.power through.a.duly recorded written instrument to change the membership of the Committee or to withdraw from the Committee or restore to it any of its powers and duties. b... The Committee's approval or disapproval as required in these covenants shall be in writing. In the event the Committee, or its designated representative, fails to approve or disapprove within thirty (30) days after plans and specifications have been submitted to.it,-or in any event, if no suits to enjoin the construction has been commenced prior to the completion thereof, approval will not be requiked and the related covenants shall be deemed to have been fully complied with. 13. SIGHT DISTANCE AT INTERSECTIONS. -.No fence, wall, hedge or shrub planting which obstructs sight lines at elevations between 2 and 6 feet above the roadways shall be placed or permitted,to remain on any corner lot within the triangular area formed by the street property lines and a line connecting them at points 25 feet from the intersection of the street lines, or in the case of a rounded property corner from the intersection of the street property lines extended. The same sight line limitations shall apply on any lot within 10 feet from the intersection of a street property line with the•edge of a driveway or alley pavement. No tree shallbe per- mitted to remain within such distances of such intersections unless the foliage lines are maintained at sufficient height to prevent obstruction of sdch sight lines. A' These covenants and restrictions are to run with the land and shallbe binding on all the parties and all persons claiming under them for a period of thirty (30) years from the date these covenants are recorded, after which time said covenants shall be automatically exiended for successive periods of ten (10) years unless an instrument signed by a majority of the then owners of the lots has been recorded, agreeing to change said covenants in whole or -in part. r Page 5 5. If the parties hereto or any of them or their heirs or assigns or persons claiming under or through them or any other person, whether such person be the owner of any property in said Subdivision or not, shall.violate or attempt to violate any of the covenants herein, it shall be lawful for any other person or persons owning any real property situated in said Subdivision to prosecute any proceedings at law or in equity against the person or persons violating or attempting to violate any such covenant and either to prevent him or them from so doing or to recover damages for such violations. 6. Invalidation of any one of these covenants by judgment or court order shall in no wise affect any of the other provisions which shall reamin in full force and effect. IN WITNESS WHEREOF, TREASURE VALLEY HOMES, INC., has caused its corporate name to be hereunto subscribed by its Presidgpt and its corporate seal to be affixed by its Secretary this //1" day of April, 1969. TREASURE VALLEY HOMES, INC. Harold . K e an, Pr en ATTEST: 'Matt- Se ivec, Secretary STATE OF IDAHO ) ss. County of Ada ) On this // Xday of April, 1969, before me; the undersigned, a Notary Public in and for said State, personally appeared HAROLD E. KLEFMAN, known to me to be the President of the corporation that executed the within instrument and acknowledged to me that such corporation executed the same. IN WITNESS affixed my official first above written. WHEREOF, I have hereunto set my hand and seal the day and year in this certificate Z "aryv(,,Public or Sta e of I o Residing at Boise, Idaho or 7 f 4 \TEOF1�% Tudor Engineering Company 1802 North 33rd Street Boise, Idaho 83703 Gentlemen: 6 0 STATFHOUS:, NOISE, IDAHO 8:3707 f11 March 6, 1969 We have reviewed and are approving the engineering plans and specifications for the proposed water and sewer system to serve the Gregory Subdivisions #2 and #3, Meridian,Idaho, with the following contingencies: 1. That this project is approved by the City of Meridian, and 2. That the installation of water and sewer lines and crossings thereof meet the Idaho Drinking Water Standards, specifically Section 15.4., and the Sewagc Works Design Standards, page 20. We are returning one approved copy of the plans and specifications to your office, one copy to the City of Meridian with a copy of this letter, and will retain the third copy for our files. Sincerely, MELVIN D. ALSAGER, Chief Water Pollution Control Section Engineering & Sanitation Division mcf Encls. 4. 10 SEWAGE PLMP STATION 4.10.B Twe 171 Seyno Pummine Station 1. General Type II station shall consist of a complete lift station with main equipment building and wet well. The station shall include a concrete pipe wet well, constructed as shown on the plans, and a partially or completely underground concrete main equipment chamber with roof slab and entrance manhole. All equipment installed in the station must be the product.. -of a manu- facturer regularly engaged in the design and fabrication of this type of equipment for a minimum of five (5) years. To receive consideration, complete descriptive information, including detailed plans, specifications, wiring diagrams and a list of installations meeting the experience require- ments must be"filed, covering all equipment proposed to be used,at least 10 days (10) prior to the bid date. 2. Str-actural The equipment chamber shall be a reinforced concrete structure of dimensions shown on the plans. Concrete shall conform to spec:Ifications Section 4.80, Class A. and reinforcing steel shall conform to specifications Section 4.81. The concrete slab shall be placed on 1/8 mil vinyl sheeting on a smooth graded and compacted sand fill placed in depth and dimensions shoy= on the plans. Me excavated area shall be maintained free of water during placing of the sand mat and floor slab. The structure shall have all piping or conduit in or through walls, roof or floor slab, installed before the concrete is placed and shall be cast into the floor. The water stop, from the floor slab to the wet well, shall be cast in place with sufficient vibrati-n of concrete to assure complete bond and sealing of the bulb. There shall be cast in the floor slab a standard 24" manhole ring for entrance into the wet well. Location shall be as shown on the plans. The wet well vent shall be cast in place in the floor and roof slabs and shall run untinterrapted up through the equipment chamber. The ladder shall have rungs of minimum 111 diameter steel pipe spaced on 1211 centers, with minimum 1-1/211 x 1-1/21, x 3/1611 angle side rails spaced so the rungs are at least 611 from the wall. The entrance tube shall consist of standard tongue concrete manhole sections with a fabricated access hatch and cover with lock and key. The cover shall be easily opened from the inside of the entrance tube and fabricated as shown on the plans. The floor shall be sloped to drain to wet wen and drain shall be installed in azcord-n*�-e with the plans, and specifications Section h..02.B.11. 3. Paintina & Corrosion Protection Exterior walls of the equipment chamber and wet well shall be painted with one coat of bituminous concrete priming and one coat of bitumastic water -proofing and allowed to dry com- pletely before backfilling. An piping in the wet well and underground piping between the wet well and equipment chamber shall be painted with two coats of bitumastie standard black. All piping, pipe supports, ladder and mechanical equip- ment in the equipment building shall be thoroughly cleaned and given one prime coat of zinc chromate primer and two finish coats of an approved industrial enamel. Prior to application, all paints and colors shall be approved by the Engineer. Thg Interior salla and roof of the equipme nt, chamber. shall be painted with two (2) chats of white+ sela..gloss paint suitable for use on conaret4 surfaces. Concretes floor shell ice; painted, with two (2) - coats of dpoW floor coa+r. An first teats of paint shall b` permitted to adequately dry before. .application of the second 10aat; All scratches,. war* or damage 09atipga ;&I b� `-Properly repaired befoi� final acceptanec 4i F -M - Y The equipment building shall be e"Ipped with two (2) horizontal self -priming centrifugal sewage pwapas motor driven through Wbelt drive and shall be specifically designed.and constructed for handling raws unscreeneds domestic sewage. Each pump shall be designed to deliver the flow in accordance with tha'pump size, sewage volumes total dynamic headp total dynamic suction lift, maximum priming lift, pump speeds and probable operating range as set forth on the plane for each type 11 sewage pump station. 5. Pump Construction Pumps shall be of horizontal self -priming centri- fugal type specifically designed for handling raw,,.;wwcreened sewage. Each,pump must have necessary characteristics and be properly selected to perform under the conditions shown on the plans. Openings and passages of the pump shall be large enough to permit passage of a sphere three (3 ) inches in diameter and any trash or stringy material which may be encountered In the normal sewer►stem. The pump, must be equipped with a Removable JmMmctioop cover plate that: permits complete access toth e.pum�.interior wi#.out dititurbing suction or .discharge piping and shall pert the service or removal *Ad prep cement of the wear plate, mechanical and mechanl seals. The entire retating .gaaembly including bearing's, shaft, seal and im lers.. la be removable .see a unit without disturbing either inlet or discharger Piping, The impeller.shall be 2-➢vane..semi-opens.' non -clog typic of close grain cast iron and fastened to the pump shaft. by int®rhal threads and. seourely locked tothe shaft b7 positive means. Xeans shall be provided for.. easy adjustment of the impeller tc the replaceable -wear plate. The pump shaft shall be of high carbon steel and in the area of the.seal housing shall have a remavable, stainless-steel shaft shove. The sleeve shall be renewable without' replacing the entire pump shat`➢, The shaft .shall rotate In Meavy duty ball thrust bears and radial bearings of adequate size to withstand all ncrmmal.and shock leads.. Wirings than be fully enclosed,, on lubricated with the bearing pedestal cooled IV the pumped liquid. Means ahall be provided to easily maintuin the required lubricat ng,oil'level. '.The driven end of the shaft shall bo equipped with a stepped pulley of the required size to match the motor Volley, of paragraph 10. H.6 The .shaft shall be slotted and keyed to receive the pulley. The pump :shaft shall be aealwd against.leekage by is doable mechanical seal. The seal shall beL pressurized and Lubricated by airftlatiug wAter frcm the pump discharges passed through & filte><r and introduced between the upp %- and lower sealing ;surfaces. The filter shall be .-Of corrosion resistant materials, and shall screen out all solids larger -than 25 microw. The seal must be removable and replaceable through the inspection cover Plate.. The pump volute casing shall not contain openings with a diameter lose than the 311 sphere specified. Screens or internal devices that might plug or restrict sewage flow will not be permitted. Pwaps•shall have a me -piece molded , or bronze with neoprene seat check value in the sua- tion side of the pump voluter. The check valve shall be easily removed and replaced by removing the end plate. 6. otor Each pump shall be d(Iven by a horizontal, open drip proof type, solid shaft, squirrel cage induction motor. Motors shall have low starting cufrent and normal starting torque characteristics. Motors shall be 6C oy*:L% -3 vise% type of the impar. hors#mmr and speed for each type II pumping station as shown on the plans. The motor shaft shall be fitted with a step pulley to match that on the pump. V -belts of the proper size and number shall be installed. 7 • DM.& Motor, ase The pump manufacturer shall provide suitable bases for both the pump and lel motor frame. The motor shall be mounted vertically above the pump. The base shall be rigidly constructed of cast iron or fabricated steel that does not permit motor or pump vibration. Fainting shall be in accordance with 4.10.B.3. Sufficient anchor bolt holes shall be provided for anchoring to floor slab and the base shall be ported to permit placing grout under the entire base. 8. Controls A complete, for pumping stations shall be The panel, all its components with the National Electric Co of HMA Type I construction ai approved clasping devices. R tally, or that are screwed.or sidered inferior and are not ; the control center shall be d: with its own door. One oompa: the other shall house the higl venience of the operator, all and gauges shall be either fr openings in the front cover. control joints to change or t eating or vibrating equipment within the control enclosure_ unitized control center especially designed wall -mounted within the equipment chamber-. and the wiring shall be in strict accordance le. The enclosure shall meet the requirements id shall utilize only hinged doors with NEMA iclosures with doors that do not swing horizon, bolted in place without hinges, will be con- ceeptable. For the safety of the operator, :vided into two separate oompartments each ,tment shall house only 120 volt controls and ler voltage power components. For the con - circuit breaker operators, selector switches mt-panel mounted or extend through die -cut To prevent panel vibration, that can cause aninal connections to loosen, no recipro- including air compressors, will be allowed All internal wiring shall be color coded in accordance with furnished diagrams. All wires leaving the panel shall pass through properly numbered and coded terminal strips. Every switch, control relay, circuit breaker and other cwTonent, both inside and out, shall be visibly and permanently identified. Properly sized, non-reversingp magnetic across -the -line type starters shall be used with each sewage pump motor. Each starter shall provide 3 -coil overload protection, under voltage release and have a hand-off automatic selector switch. Each starter shall be proceeded by a molded case, air circuit breaker with the proper trip rating for the service intended. The 120 volt, single phase power shall be obtained from the incoming 120-2110 volt, 3 phase 60 cycle service provided by the power company. The power company will provide service gt the weatherhead located by the contractor on the power pole installed as shown on the plans. Each single-phase branch circuit shall be protected through a 1 -pole 15 amp, molded case, air circuit breaker and all ground wires shall be run to a heavy neutral bar, which in turn, is properly grounded wit the station and to an approved external ground. UK - Float Operated Control The pump may be controlled autOat�.cally through float operated and completely sealed mercury switches located in the met wall for each control point. Separate float operated switches shall be provided to "start lead pumplf,Hstart stand-by pump" and „stop pumpt" with electrical interlocks to maintain pump operation between these levels. The control system shall be capable of operating over a minimum water differential of In, with an adjustable range of at least 6 feet. Float switches shall be Flyght Model ENP -10, or approved equal, with necessary cable. An automatic alternator shall change the starting sequence of the two pumps on each succeeding cycle and shall operate the units singly or in parallel as determined by the pilot devices. A complete wiring diagram of the proposed control system shall be provided for the Engineerts review and acceptance prior to installation. 8-B. Bubbler Operated Controls Automatic pump control may be fur- nished through an air bubbler system. Basically, this system will feed a small amount of air into an open-ended compression pipe submerged in the wet well. In order to maintain bubbling, the back pressure in the system must equal the head of water over the end of the pipe and this pressure will rise and fall with the changing water level. Sensitive pressure switches will then be placed in this line to start and stop the pumps as required. An air flow -rate indicator or f►Rotcmeter" shall be front panel mounted to meter the amount of air being fed into the system.. The meter shall consist of a heavy plastic body with a fine needle valve, an air tube and float ball, a back-flow check valve and a scale reading directly in SCFH. A sensitive altitude type pressure gauge, reading in inches of water pres- sure, shall be placed in the bubbler line and front panel mounted to con- tinuously indicate the depth of liquid in the wet well. A bleed line and shut-off valve shall be included to allow the service personnel to simu- late the entire control sequence. A sensitive pressure sensor consisting of an independent bellows opera ting a dust -proof mercury switch shall be provided for each control point. Separate sensors shall be furnished to 11start lead pump,11 "start stand-by pumpn and estop pumps" with electrical interlocks to maintain pump opera- tion between these levels. The control system shall be capable of opera- ting over a minimum water differential of one inch, with a range of at least six feet. Pressure switches using a common bellows for the start and stop settings with a mechanical interlock, will not be acceptable. An automatic alternator shall change the starting sequence of the two pumps on each succeeding cycle and shall operate the units singly or in parallel as determined by the pilot devices. To deliver air to the system, the stations shall be equipped with an oil -less, piston type motor compressor that has a minimum 1.4 CFM dis- placement. The compressor shall be direct connected to a 1/12 h.p.., 1725 RPM, split phase induction type motor with permanently lubricated ball bearings. The compressor shall pump directly into a 200 lb. test air receiver equip- ped with pressure gauge, pressure switch, tank drain valve, line check valve, shut off valve and pressure regulating valve. The compressor unit skull be expressly designed and recommended for such applications as instrument air, medical equipment, laboratory equipment and pneumatic control systems. Diaphram type air pumps that must operate continuously will be acceptable only if two compressors are furnished. In this case, the compressor controls must then provide such features as automatic sensing of compressor failure, red warning light to indicate failure and an automatic means to start the stand-by compressor. A manual alternator shall be provided to select the lead and stand-by compressor. 9. Wiring The entire electrical installation shall meet the require- ments of the National Electric Code and any applicable state or local codes. Interior station wiring shall be surface run only in approved wise carriers including galvanized thin wall conduits neoprene jacketed flexible steel conduit or steel wire way. Small single phase appliances suchas dehumid- ifier and sump pump, that are commercially furnished with U.L. approved. cords, may be plugged into adjacent, polarized outlets. Flexible conduit shall be used at each pump motor with an adequate loop to allow the rotating element to be lifted free of the pump casing without disconnecting the motor leads. All wire carriers to be installed in a neat, worlmnship like manner and shall be as inconspicuous and out-of-the-way as possible. Mounting or hanging conftit to the station piping or to brackets bolted to pipe flanges is specifically prohibited. Any conduit embedded in con- crete, underground, or protruding into wet well shall be rigid, galvanized' steel and shall be completely water -tight. Conduit protruding into the wet well shall be painted as pipe in accordance with specifications Section %.10.C.3. All burrs, obstructions or other foreign matter shall be removed from conduit, and conduit properly lubricated, before pulling wires. All wiring, 10 AWG and smaller, shall be solid copper and wiring 8 AWG and larger shall be standard copper. Wire shall be Type W4 water- resistant, rubber insulated, neoprene jacketed. Lighting shall consist of two (2) 100 watt lamps symmetrically mounted on the ceiling of the equipment chamber with heavy die cast lamp guard. Operating switch shall be in a weatherproof enclosure mounted on the inside of the manhole ring with drilled and tapped holes as directed by the Engineer. The switch shall be mounted with plunger on top of enclosure and shall operate the station blower simultaneously with lights. Unguarded fluorescent tubes will not be acceptable. 10. Ventilation System The station rhall be furnished with a forced draft ventilation system capable of a minimum of 30 air changes per hour. Fresh air shall be introduced into the station through a minimum 4 -inch diameter, schedule ?.0, steel pipe running from above the grade line directly into the top of the equipment chamber. A centrifugal, multi - blade fan shall be mounted on the ceiling of the station, on one end, to take suction directly from the inlet pipe and discharge down and into the station. The displaced air will be forced from the chamber, up and out of a L -vent opening in the top. Both inlet and vent ports shall have rain covers and bug screens and shall be properly located to prevent short circuiting or recirculation. The blower shall be operated with the same switch that controls the interior lights, with switch mounted rigidly above ground adjacent to the manhole entrance. Switch shall be in a weatherproof enclosure. Intermittent and automatic ventilation shall be achieved through an automatic Unei'mon-a ped in the control panel. The timer shall be a continuous duty motor operated by an activated switch of the proper size to operate the blower for one air change every 20 minutes. The blower wheel shall be directly connected to a heavy-duty single-phase motor. U. Valves & Pinins All sewage shall be handled in Class 150 cast iron pipe and fittings. Where the pipes pass through the floor and wall, they shall be cast in place. The fittings shall be standard A.S.A. 816.1 with Class 125 faced and drilled flanges, and flanged to match mechanical joint as required below. Each suction line shall be as shown on the drawing. Each pump discharge line shall be as shown on the drawing with fittings and valves as required. A common discharge line shall leave the station. All piping shall be properly supported, independent of the pump flanges. The sewage piping shall be free of all equipment and shall not be used as mounting stands for controls, electrical gear or conduit. Sump piping and air bleed piping shall be ASTM A 120 (ASA B3.6.20) galvan- ized piping with standard forged steel, screwed.fitti.ngs. An A.W.tigT.A. standard, iron body double disc gate valve shall be placed in both the suction and discharge side of each pump. Each valve shall be of the inside screw, non -rising stem type with parallel seats and 200 lb. cold water test. The valves shall be equipped with handwheels and stems with n0u rings. The valve in the suction line shall be flanged to mechanical joint, and in the discharge line, shall be flange, to flange. An A.W.W.A. standard, iron body swing check valve shall be placed in each pump discharge line. Each valve shall be bronze mounted with renewable, self-adjusting, bronze discs and outside spring or weight and lever. The valves shall carry a 125 lbs. saturated steam test. Both the gate valve and check, valve in the discharge line shall have 125 lbs. A.S.A. standard B16.1_l.8 flanges. The floor drain discharge line shall extend into the vet well and discharge freely. The line shall be 2« galvanized steel pipe with a "goose-nec1-." trap located below the equipment chamber. The floor drain shall be of a commercial type with lift out grate for ease of cleaning. The pump suction piping shall be continuously sloped upward, as much as possible from wet well to the pump suction to avoid trapped air pockets and to facilitate priming. An air bleed bypass line, having a minimum diameter of 1-1/411 shall be installed between each pump discharge and wet well, as shown on the plans. This line will release the air to atmosphere, as the self - priming pump evacuates air from the suction line during the priming cycle. The line shall be installed in each pump discharge line between pump dis- charge flange and the discharge checl: valve, at highest possible elevation. The line shall terminate in the wet well and discharge to atmosphere. A flow control swing check valve shall be installed in the line to prevent sewage flow after .priming is complete. To operate the check valve shall be reversed to normal flow and turned upside down in the horizontal run. 12. Dehumidifier The station shall be equipped with an electric dehumidifier operating on a refrigeration cycle and automatically con- trolled by an adjustable humidistat. It shall have a permanently lubricated, hermetrically sealed 1/8 h.p. compressor and a condensation capacity of 12 quarts of moisture per day with a relative humidity of 90% at a dry bulb temperature of 90° F. The condensation shall be piped directly to the station drain. The dehumidifer shall be equipped with its own circulation fan to deliver a minimum of 200 CFM air to the expansion coils. The ventilation blower will not adequate3.y serve this recirculation function since there will be times semen the blower is off and dehumidification may be required. A drain line shall extend from dehumidifier to floor drain as shown on the plans. 13. Concrete Base & Wet Well The wet well shall be constructed with reinforced tongue and groove concrete pipe of the size and depth shown on the plans. Pipe shall conform to ASTM C76-6ST Class V. Concrete base shall be constructed in accordance with paragraph 4.80, and reinforcing steel in accordance irlth paragraph 4.81. Base shall be constructed with dimen- sions and details shown on the plans. When ground water is encountered, it shall be removed during placement of the concrete. A prepared sand and gravel mat of dimensions shown on the plans shall be used. The bottom 61, of the wet well concrete pipe shall be broken away to expose pipe reinforcing. Concrete shall be placed in the bottom slab and around exposed pipe and reinforcing steel simultaneously, All pipe joints shall be horizontal and set in a minimum of 111 sand -cement mortar seat and smoothly finished. The wet well pipe manufacturer shall cast in place on top of the wet well pipe a rubber water stop as shown onthe plans. The water stop shall be cast into the equipment chamber floor slab. A 311 vent tube shall project from the wet well up through the equipment chamber, and to atmosphere. The vent tube shall terminate above ground with a bug screen and rain hood. 34. WorI manshi-P. Snare Parts, Guarantees There shall be furnished with each pump, one spare mechanical seal - complete, one shaft sleeve, one shaft seal gasket, one rotating assembly gasket, one set of impeller adjusting shuns, and one set of rotating assembly adjusting shims. The contractor and suppliers of all equipment used in the lift station shall guarantee for a period of one (1) year from the date of formal acceptance of the project, that the structure and all equipment shall be free from defects in design, materials and workmanship. The supplier , via the Contractor, shall furnish parts for any component proven defective during the guarantee period, and the Contractor shall replace such defective parts at no cost to the Owner. Excepted are those items normally considered routine maintenance such as bulb replacement, grease or packing. 15. Basis of Payment The accepted quantities of this item will be paid for at the contract unit price for each type II sewage pumping station required, complete in place at the specified location, which price except as otherwise expressly provided above, shall be full compensation for all labor, materials, excavation, backfill, equipment, tools and incidentals necessary to complete this item in its entirety. 4.10 SMAGE P 4P STATION 4.10.DTJ*p®iL,.QgP+�mninn,�r S�,atiori 1. QMr_aj Type IV station shall consist of a complete lift station with submersible pumps located in the wet velL The station shall include a concrete pipe wet well constructed as shown an the plans, two submersible pumps with complete, above ground, meatherproof, enclosed controls and with sell floats for operating the pumps as required by liquid level., a cover for the wet well and the required plumbing and miscellaneous items to cam_ plete the .project. All equipment installed in, and for, the station .must be the,product of a manufacturer regularly engaged in the design and fabrication 'of this type of equipment for a period of five (5) years. To receive consideration, complete descriptive information, including detailed plans, specifications, wiring diagrams and a list of installations meeting the experience require.. ment must be filed, covering all equipment proposed to be used, at least ten (10) days prior to the bid date. P.. Structural Structural work shall consist of the construction of a reinforced concrete pipe wet well, grade slab, top cover and other appurtenances, all to the grades and dimensions shown on the plans. Reinforced concrete pipe shall conform to ASTM C76 -65T Class V. An con- crete work shall be done in accordance vd.th specifications section 4.80 and with reinforcing steel in accordance with specifications Section 4.81. The concrete base shall be constructed with dissensions and details shown on the plans and where ground water is encountered, shall be placed in the dry. A prepared sand and gravel mat of dimensions shown on the draw- ing, shall be used as a slab base. The bottom 01 of the wet well concrete pipe shall be broken away to expose the pipe reinforcing vfich shall be cast into the base slab. Anchor bolts, nuts and washers, for the plump discharge connection shall, be stainless steel and placed according to the manufacturerls- detailed drawings._ The wet well cover shall have a fabricated steel access frame with hinged steel plate covers, fittings and devices as shown on'the plans. The frame shall be anchored to and cast into the top con crate,slab with slab cast in accordance with specifications Section 4.80 and 4.81. The access frame and cover may be a commercial unit manufactured by the pump manufacturer of a size and type for the pumps being used or may be fabricated in accordance with the details shown on the plans. The frame shall be equipped with hasp and lock for the doors, upper pump guide holder supplied by the pump manufaoturer, chain holder and cables holder. Each door shall be torsicn:.Der loaded for ease of lifting and shall have a safety locking handle in open position. Doors shall be checkered steel plate of thickness shown on the plans.' 3. Painting & Corrosion Protection A32 piping in the wet well, access frame and cover and attachments shall be painted with two (2) coats of bitumastic standard black paint. Each cost shall be allowed to drg before application of the second coat or submergence. Pump guide burs shall not be painted and care shall be exercised to:maintain them and the sliding pump bracket free of splattered.paint or other foreign material. 4. Pump PRk The wet well shall be equipped .with two (2) submersible pumps capable, and specifically designed for, the handling of raw, unscreened domestic sewage. The design shall be such that the pumps wil.l.'automatically connect to the discharge piping when lowered into position along the pump guide bars. The pumps shall be removable and replaceable for inspection or service, requiring no bolts, nuts or other fastening devices to be removed for this rrarpose. The pump shall be fitted with a galvanized chain for purposes of lifting and of adequate strength and length for the pump size and depth required. Each pump shall be designed to deliver the flow in accordance with the pump size, sewage volume, total dynamic head, and speed as set forth on the plans for each type IV station. 5. Pomp Construction The pumps shall be of the type manufactured by rlyuZ-'• Corporation, commonly known as the F3ygt o Submersible Sewage Pump or approved equal. The stater casing, oil casing and impeller shall be of grey iron construction with all parts coming into contact with sewage pro- tected by a coat of rubber -asphalt paint. All external bolts and nuts shall be of stainless steel. The wear ring between impeller and pump housing shall be bronze. The impeller shall be of single -vane, non -clog design, capable of passing solids of 31, diameter, fibrous material and heavy sludge and constructed with long throughway with no acute turns. A sliding bracket shall be an integral part of the unit and the pump casing shall have a machined angle connection with yoke to connect with cast iron discharge con -i•:-7. ;tion. There shall be provided a cast iron discharge connection which shall be bolted to the floor of the sump and so designed as to receive the pump angle connection without the need of any bolts or nuts. The pump shall be •`prcvided with a double mechanical seal composed of two face seals, each consisting of one fixed and one rotating tungsten -carbide ring held in con= tact by spring pressure. The seal shall require neither maintenance nor adjustment and shalL.be easily replaced. The impeller shall be easily removable from the pump shaft and shall be securely keyed and locked in place. Means shall be provided for adjusting the impeller to compensate"for wear. 6. Motor The pump motor shall be housed in a watertight casing com- plc},ely sealed from the pump housing but removable from it for possible maintenance or replacement. The motor shall be mounted in heavy oil lubri- cn-ted ball bearings that are designed to accommodate all radial,- thrust and shock leads. An oil reservoir shall be provided with an easily removed plug for inspection and maintenance of oil level. Motors shall be 3 phase, 60 cycle of the voltage, horsepower and speed for each Type IV pumping station as shown on the plans.. The cable for pump motor shall be of the type satisfactory for continuous submergence in installations of this type and ccmpletaly sealed against liquid intrusion where it enters the motor.. The pump manufacturer shall supply a satisfactory cable of proper wire size, insulation and length. The motor shall have the stater special],y insulated to offer high resistance to moisture, heat and aging and shall be of the squirrel cage induction type with low starting current and normal starting to. -V-18 characteristics., 7. Pumn Guide Bars These shall be installed two (2) guide bars for each pump to permit raising and lowering.. Guide bars shall be unpainted, galvanized steel of a size to fit the guide sleeves of the pumps furnished. Guide bars shall be securely locked into position in the lower guide holders of the pump discharge housing and to the upper guide holder supplied by the pump manufacturer and mounted on the access cover frame. 8. Coat rots A complete,.unitized control center especially designed for pumping stations shall be mounted on the power pole to be located as shown on the plans. The panel, all its components, and the wiring shall,be in strict accordance with the National Electric Code end local codes. The enclosure shall meet the requirements of NEMA Type 4, weatherproof construction with heavy gaskets and hinges so that the door will swing horizontally, NEMA approved latching devices for maintaining proper waterproof characteristics and a means for locking with lock and common key. The enclosure shall have an interior NEMA Type Z door, hinged and latched with NEMA approved clasping devices. Eb1ted or screwed covers will not be acceptable. For the convenience of the operator, all circuit breaker operators, selector switches and gauges shall be either front panel mounted or extend' through die-cut openings in the front cover. To prevent panel vibration that can cause control joints to change or terminal connections to loosen, no reciprocating or vibrating equipment will be allowed within the control enclosure. All internal wiring shall be color coded in accordance with furnished diagrams. All wires leaving the panel shall pass through properly numbered and coded terminal strips. Every switch, control relay, circuit breaker and other component, both inside and out, shall be visibly and permanently identified. Properly sized, non-reversing,, magnetio across-the line type starters shall be used with each sewage pump motor. Each starter shall provide 3-coil overload protection, under voltage release and have a hand-off automatic selector switch. Each starter shall be proceeded by a molded case, air circuit breaker with the proper trip rating for the service intended. The 120 volt, single phase power shall be obtAined from the incoming 120-240 volt, 3-phase 60 cycles 3-wire service provided by the power company. The power company will provide service to the weatherhead located by the contractor on the power pole installed as shown on the plans. Each single phase branch circuit shall be protected through a 1-pole, 15 amp molded case, air circuit breaker and all ground wires shall be run to a heavy,, neutral bar which in turn is properly grounded within the center and to an approved external ground. The pumps shall be controlled automatically through float opeated and completely sealed mercury switches located in the wet well for ea h con- trol point. Separate flet operated switches shall. be provided to Us rt lead pump", start stand-by pump" and "stop pumps", with electrical in rlocks to maintain pump operation between these levels. The control system all be capable of operating over a minimum water differential of le with a adjustable range of at least 6 feet. Float switehes.shall be Fltyght el ENP -10, or approved equal, with necessary cable installed, An autome 'c alternator shall change the starting sequence of the two pumps on each succeed- ing cycle and shall operate the units singly or in parallel as determi d by the pilot devices. A complete wiring diagram of the proposed.control system shall be provided for the Engineer's review and acceptance prior.to installatio . 9. jiuing The entire electrical installation shall meet the req e- ments of the National Electric Code and any state and local *odes. Fl xible power cable shall be used from top of wet well to submersible pump and shall be sized for the motor used, of the proper length to run from pump to ontro center and insulated for submerged sewer service, The pump cable sha be properly and adequately supported and bushed to and installed in, a ri id, galvanized steel underground conduit which shall run from wet well to on- trot center. The level control cable shall be supplied by the float s tch manufacturer and completely sealed and insulated against moisture, of e proper size and length to reach from floats to the control venter. A t he top of the wet tall, each control cable shall be bushed to rigid, galva `zed underground conduit which shall run from the wet well to the control ce ter. t Burrs, obstructions or other foreign matter shan be removed from co duit and conduit shall be properly lubricated before pulling cable.! An ing, 10 AWG and smaller shall be solid copper and wiring 8 AWG and largershall • be stranded capper. Lighting shall consist of one mercury vapor lamp with autome is built-in, on and off feature, and shall be arm -mounted on the contro center pole. 10. Valves and Piping All sewage in the pumping station ,shall be handled in Class 150 cast iron pipe and fittings. Where the common is - charge pipe passes through the wet well wall, a block-out shall be me e to receive the pipe and the pipe shall be thoroughly grouted in place with embeco grout. Each pump discharge shall be of the size scheduled in he plans for each type IV pumping station and shall be properly supports to prevent vibration. An AWA standard, iron body, double disc valve s all be placed in the discharge line as shown in the plans. Each valve sh 11 be of the inside screw, non -rising stem type with parallel seats and 200 lb* cold water test. The valves shall be equipped with hand wheels Iand t e stems with 1+011 ring seals. An AWWA standard, iron body, swing checl. valve s all be placed in each pump discharge line. Each valve shall be bronze mo ted with renewable, self-adjusting bronze disc and outside spring or weig t and lever. The valves shall carry a 125 lb. saturated steam test. 'Both ate valves and check valves shall have standard 125 lb. ASA B16.1-48 flan as. Valves and piping shall be cleaned and painted in accordance with spec'- fication Smtion • 4-I.O.D.3. A 311 galvanized steel vent pipe shall pr ject from wet well to atmosphere and shall be protected with bug screen and rain hood. Ll. Woi manship. Spare & rts. Guarantees There shall be furnish d with each pump, one spare mechanical seal complete, one wear ring, 0 -ming, eat cartridge and one each of such items as impeller adjusting shims or o her minor wearable items that are used in the pump. Five (5) copies of a coam_ plate parts list of pump, controls, floats, etc., shall be furnished a d five (5) copies of operating instructions of all.items furnished thall be supplied. Complete, accurate, as built, wiring diagrams shall be supe ied in the operating instructions. The contractor and suppliers of all eq ip- ment used in the lift station shall guarantee for a period of one,(1) y ar from the date of formal acceptance of the project that the structure an all equipment shall be free from defects in design, materials and word nship. The supplier, via the contractor, shall furnish parts for any component proven defective during the guarantee period, and the contractor shall replace, at no cost to the Owner, such defective parts. Exceptedlare t ose items normally considered routine maintenance such as bulb replacement, grease and packing. 12. Basis, of Payment The accepted quantities of this item ,trill paid for at the contract unit price for each type IV sewage pumping sta required, complete in place at the specified location, which price, exc as otherwise expressly provided above, shall be full compensation for a labor, materials, excavation, backfill, equipment, tools and incidental necessary to complete this item in its entirety. ADA COUNTY• GQMMP$SIONER$ AD/k CO "Id iNG �r - 960NINQ C LIt,ON FAIR&AN1Ct. CNAIRNAN ROY MURPHY PARLRY P. RTANd+:: bA�� RULON tWEN$[N. !{. YICt CNAI ,/.•j f' s .,.,; LYNN 7flO$tR0• [a OF�wp N: � t '�• ANA OR y SII CLARENCE `A...PLANTING, CLUB - ' CARLr T.. NJi ri 4: S 'C R. NUyM 0UV 1" li . �" 1..1 1 � /�kD � RL"46 �:lfIWIYI A .' •sq `R "."Trf}"'� •''fid} i. a Id OLD URT.,P4 DUSK ®G1SF.,IDAH1�' March 1,89'3969 RLS{. j, s Wayne D. Skiver City of Meridian 728 Meridian Street Meridian, Idaho Dear Mr. Skiver t", A x r ±� 'A ` Enclosed are. road plans f6k Gr.yoay Snb,"vision #►1:: ^ F Please contact ns if they are mot satisfactory: - { t� 1r"yY Z��i•r ' ?�•,�"F(.�'�'! � 5 .0 Try Barton H. Ba'i.7.ant' a .. i r M J r "•+ r a • * - _ 3 " F s ^1 � " .,�� r: tial x � a azation jt or thi . Li m could!'NAssi t ons When I L'Developer a line is plac as t 9, 1, ail o ap r as z"T .Pine Meridian City Hall to an area near West nthTtreets '4 "ji From Ronald K. Bird, of This lift station M4 tail ea-, K nizaifo 1. Y gj Bodine.' it 3 `6r:r _p . . . . . . . . . . . . Motia I mased i William 777 a110% Smit Bai1 ie May= rawrted 5� matter, Sr. r Joe. Glaisver and seconded bi* vin i, theria prninee, hires fo the Cit Of 2: 6 C 1"imeridlAn,'Idahoo ft ..next -Monday to d al lourposes'. Fire 't shah Liam i i. teal 1he motion was madf 1 Xmied with a petition od neik' t 4 by the -Ordinance special use permit be prog. -as$ to Wi1liam L.`Schultz-El and •ihstallation."..", for sale. rent, or lease Engineerand t Mr. �atik4-, Potion was passed. char` are ,severe ',"liud- 4, ' frox i Carl s request was a( sego Subdivision Lift Staft6i: failo byte May dr.- 6� wit 300 feet of this is mLtter should turned overt6;1,�tl were 9,G or more as regi 11ranc Agenqyq "CP4 W116 insure the i-1; Y_, a Ci Y':', 1he Mayor reported 4 4�- .4 Cher Plazza fee chaigt solve4 by the "view Con s. fees are set by Ordinan from the Ordinance. He i. should be conisidered*, 2 he Mayor read a le lainiM of damage when t 1977. This letter was r his letter is on he mayor felt the coverage, The Meridian claimfthat can be paid b 17 &v-4v%gr 4-1A*1ft A4= a azation jt or thi . Li m could!'NAssi t ons When I L'Developer a line is plac as t 9, 1, ail o ap r as z"T .Pine use*.- There,, to an area near West nthTtreets '4 "ji dlc jxs ra, bo Robert A Kelli a al""Ji This lift station M4 tail ea-, K nizaifo 1. Y gj Bodine.' it 3 `6r:r _p . . . . . . . . . . . . the Audito r had- a prio'Rosai o-3.se Ir a110% Smit Bai1 and Hansonare t16' r: 5� matter, Sr. r Joe. Glaisver and seconded bi* vin i, theria wntzl-A_ 4 A, ;bd to 81i Mqridian Street C Ondi, Of 2: 6 C 1"imeridlAn,'Idahoo ft C. pro -ess'iol al lourposes'. Fire 't shah Liam i i. teal Kingsford Yea no 1 Xmied with a petition od neik' P 3ert y in fa l -oP of 'granting ��i on 4 by the -Ordinance in favo]� prog. -as$ a matter r f 10TRO br ho i Up and •ihstallation."..", eel he. Ci Engineerand t Mr. �atik4-, 0 1,.". -feels that the Ci houi` is th*t the char` are ,severe ',"liud- 4, ' frox i Carl Waits at 1036 W#4- tc sego Subdivision Lift Staft6i: failo byte May dr.- 6� with these minutes*;-;"--. is mLtter should turned overt6;1,�tl 11ranc Agenqyq "CP4 W116 insure the i-1; Y_, a Ci Y':', 4 4�- .4 I -g%A 1k. 4-U.P. a azation W111 not be abandoned or thi projects it could!'NAssi t ons When I L'Developer a line is plac as t Ve 3.e land di lots ail o ap r as a d nts .Pine use*.- There,, to an area near West nthTtreets This lift station M4 tail ad �bef Dre. Phis time it 3 `6r:r These: Ir a110% P-6o6OL thangeS.L,q,.L Sr. Ellaytorth an"nunnid tbdt theria wntzl-A_ 4 A, a t ons a"+permit 7717-- f 71 3"buil jing 1 tliL o ap r as a d nts 'nal use*.- There,, ter', 'is .:be2-ZF, r4— t These: Ir a110% P-6o6OL thangeS.L,q,.L a R4 Nv, Aftrey and Meridian Pity COU3,04, 4 I wing to you of0 probligm,* -. prqtec*_the prop Tty 4 of: I recently pur a" of out ha®pn `.Vovw,g*4 Yeah afte t u Poo about ?,:p.mboys. aaallo# �Ua! rburrie*: downstidrW XL iLW Overflowinge; ewfVf-,"ter in our house from the -city .water' ciao. qx!,* and t booking, up through the floor drain in that roomo. I began Io bail 'water;, and asked my wife ; 0`681VA ", jight c*11 U'vorroct the service. She wasiou tho' ., tj We ealled him:,about 791.5 P,m, Hee referred us an* no 6n9WVb then called Ed Howland, the to W* Immedistely to our house to assimb,us-9 arrivinj:`,biton jiumbergr for help and finally was told that thep')bitg town on call. Beforw 9100 pm. our basement o bA had slowed the ou*1pour,frox the drain by sti0*3K ab but warter cwntiuua& to MOP up through the sanholowin the estreat; 1b found that th&sewer llnes 631 We" IlthO About lOpom*­Mar, ­Nowl&nd want home. 1W had beei getting. to,,wbut . - ir&i'voul&' haive as service truck'th6rii 'first, up d and water the 'Pont I 601WX, I continued to mop were soadcad and the basement smell".. liked as I- hearit sa truc* go up the strevt 'it�,outsidf& 11�10nt cot RU. had located:, the problem, a mal-functionius P=.Pt laili , TYta VU waster level: in the lines began to dro but t 'the towel from It. saft to remove out the carpoto of...our new hOm&* Moms basetoo ;the glue. that' had hold them to the floor been .been dla . Wir-can :pppeAr the douii4e4 but we arovouo*ru, 'h to prevent mai}®r Sog burseajomw home soon onoug v M ter, t , Mini; !"40jj, W L if WOFaclf rk prop". ge to r i� Stree work Us City streetprogram, studies drainap Meridi.0 Cityillttryt}. tl ei ii "-PW0V*wrtl1eij'r'V0W9rnt that citisr`i of Ada Countyere street programs, until the county tbad-district can take over. Plans were discussed for a'tittttet-work prognuh that will include installing paving, curbs, and gutters 'on the roads through the Meridian city 'ark. Also discussed was paving of the new section of Gruber Avenue from 2'% Street to East Third, and from East Third and Highway 30 to Gruber Avenue, seek the identity of the Other work plans call for repair of Meridian Street from the lot -owners, who will be responsible railroad tracks north Cherry Lane, and for repaving off for the weed -mowing fees. the alley Regarding the irrigation-water between Idaho and Broadway problem, officials pointed out that from East First to East Second. in an election held in 1959, city °^Dainage problem studied voters had strongly opposed the '*Also discussed by the officials city assuming jurisdiction over was the drainage problem in irrigation water. "Thus," said an Gregory Subdivision No, 2 official, problems regarding Residents of the area have irrigation water remain a private complained that the irrigation affair — between the land -owner water is not being carried off, and the Nampa -Meridian Irrigation resulting in flooding of lots and of District." adjacent farmland. In other action at Monday The city officials then voted night's meeting, council members unanimously to withhold any unanimously approved wine -sale further building permits for the licenses for Pauls Cloverfarm, subdivision untilthe Dons Market, and Davis Foods. been The license fee for the remaining drainage -problem had solved. six months of 1971 was set at Mayor Ion Storey said there $50, with a full -year fee of $100. had also been complaints of Appearing at the council meeting uncontrolled weed growth on lots was David Keller, who received in the area. He said the city had permission to discuss a mowed the weeds, and will now city employe nsuranee plan with city employees. ,4r. 1 r,. ! Mwidian,City Hall July 12, x.971 Oii�r Date---�_- 449 6.$0.7]. Hoffmann & Fiske E e►bri y" 0 Nodern Printers Idaho Blueprint & Su ply X51 6 r 7"1 ndustrW Alr-Pro�1t Interstate Business to ._ Ci quip 53 b. 71 6. Valley Nears Times Hillis Tire Service 55 6. 71 S_ ile _Koppel Cor -i X257►, _Eir ._. 'rl .Farmer Brothers moon in.Statss _Pain--mrs. 5950, 6. n lWatorworks Equipment I The Notion was made Re, t bill es -read be e31 . Maps- Weldi Sum�lies _ — at Printing Supplies Gene 1 5.00 — Publishing —__ _ _. ens 524060 Maintenance 31,60 (Gen. 2 00;H meat on 9��0� 3T�0�► Recreation supplies ]3eole tilt _ 51+► - Supplies General _ _.io95 1 9�120- Materials Water h Ello and simonded by Neu Tin ins i that the Motion passed: !Ella , yea; Bodine, yea►; Navarro yea --]The irrigation_ tile �ine Ornughll-the on --w - aasquasva--------- --- _ The Magor stated t t t irri tion 11ne woes plat b ►� �i�rt Sutiv3aef� iYi_th�r development of the U t Th tile does not carry thetero the satisfaction_ of thefarmersline on t e end of thio a th rd ib nate r lealdliu - from this tike. The Motion was lade b MarvIn Bodine and seconde by Oith lits that no additiona.. �heldii}g_ ge. its a e t_o be .ieeaed in th Gregory S b-Divitlirt o ..--,. Unit # i.rigat n problem is solved. or Motion passed; iEllisa, yea; Bodine, yea; Navarro yea — — It was reported that there has been numerous complain s inIthe me titer of t1is. _ dine since the instailaticn byte Sub-dividere II , - ----- There being no other 'business to come before the Countil, the meeting stood adjourned. Mayor _ ATTEST: --- S-C1ork -- ---- - - - ---- j A . _ slit OFFICIALS 11EIIALO J. COX. CITT CLEIIK NB N RY. TREAbuft a D. 14 YM INRII. CHIEF OF POLICE N L MUCRON. WowK SUPT, JOI4k O+ FITZGERALD. ATTORNEY I' ll eati of 1dA0re D6091600 A Good Place to Uve CITY OF MERIDIAN 70 McMan Stat wa mobs a WN M. MRLI Mayos' July 169 1971 COUNCILMEN JOHN R. NAVANRO KEITH T. ZLLAI WAYNE b. i1KIVER MARVIN R. SOMNI F± .#ALD J. COX. TRrsria BUREAU Treasure Valley Homer % Wilbnrh Rialty 1003 Maik Boisey ldahO 83702 Dear girt Enclosod please fiend extract of *"*too of the City doxineil meeting held July 12y 1971• A meeting should be arranged with the Mayor and his repre- sentatives by the Engineer and your people in the near future to work out this problem. I have talked with the Mayor and he is receptive to such a meetinge Sincerely yours] He d Ja Cox City Clerk HJC:ln Go File Unit 02 Minutes .Y r4• 4 �,V" k `�•.�[^R sap y .. OFFICIALS 11EIIALO J. COX. CITT CLEIIK NB N RY. TREAbuft a D. 14 YM INRII. CHIEF OF POLICE N L MUCRON. WowK SUPT, JOI4k O+ FITZGERALD. ATTORNEY I' ll eati of 1dA0re D6091600 A Good Place to Uve CITY OF MERIDIAN 70 McMan Stat wa mobs a WN M. MRLI Mayos' July 169 1971 COUNCILMEN JOHN R. NAVANRO KEITH T. ZLLAI WAYNE b. i1KIVER MARVIN R. SOMNI F± .#ALD J. COX. TRrsria BUREAU Treasure Valley Homer % Wilbnrh Rialty 1003 Maik Boisey ldahO 83702 Dear girt Enclosod please fiend extract of *"*too of the City doxineil meeting held July 12y 1971• A meeting should be arranged with the Mayor and his repre- sentatives by the Engineer and your people in the near future to work out this problem. I have talked with the Mayor and he is receptive to such a meetinge Sincerely yours] He d Ja Cox City Clerk HJC:ln Go File Unit 02 Minutes .Y r4• 4 �,V" k `�•.�[^R OFFICIALS HERALD J. COX. CITY CLERK HELEN RYKER. TREASURER GENE D. HINER. CHIEF OF POLICE IDEAL HUDSON. WORK SUPT. JOHN O. FITZGERALD. ATTORNEY "]Heart of Idaho's Dairyland" A Good Place to Uve CITY OF MERIDIAN 798 Meridian Street MERIDIAN, IDAHO 018{7 Phone 0884411 DON M. STOREY Mayor July 22, 1971 Treasure Valley Horse % Wilburn Realty 1003 blain Boiseq Idaho 83702 Dear Sir: COUNCILMEN JONN R. NA'VARko KEIYH T. ELLIS WAYNE d. skIVER MARVIN W ,IODINE Hi=RALb J. COX. TRAFFIC BuOtAU Officials of the City have observed the problems as discussed in the Council meeting of July 12, 1971. The City at this time believe that sufficient actions have been taken and conditions have improved to the extent that the City no longer desires to hold any obeyance clause against your Subdiviaione Building permits will be cheerfully processed for your property owners as before. Thanking all of your people who cooperated in this matter~ I remain Sincerely yours, He ald J. Cox City Clerk HJC:ln File Unit $2 Minutes , is. Meridian City Hall Voucher Date .4. July 12, 1971 Pvrnnee - Fund Amount 3249 525o 6371 6:39:71 Hoffmann & Fiske Eng eer Modern__ Printers_-_ Idaho Blueprint & Supply Co, Industrial Air _Products -C Interstate Business qui Valley News _-Times __- Hill's Tire Service H. Koppel Co. _ _ Farmer Brothers aj__St_&t�_ n Mf -_ -__— Maps Printing - Gener 1 3000 .lo 1 25.00 � 1 _ 9.49 _ 1 524.60 on 9.00) 11.00 tion 1.60 a 3251 2 6.30-71 6 0 Maps Welding Supplies —Gene Gene r 3253 5254 6.30.71 6.30.71 ent __- Printing Supplies Publishing Gene1 Gener 3255 3?56 3257 6. 6.3 _ 6.30-71 71 . Co Maintenance (Gen. 2 00;R Recreation sullies _ Supplies Streets creat Recre General General 10.95 193.20 3259 6.30-71 Waterworks Equipment Materials Water e33 t; The Motion was made y Keith Ells and seconded by Marvin Bodine that the b lis as read-Ye-ii—lo—wed. Motion passed: Ellis, The -_irrigation ti I e - - The Mayor stated th t_t yea; Bodine, yea; Navarro yea _ irrigation line was lace b he Subdivider +--- in the development of the U t # satisfaction of the acme Thi on the tile does not carry the water end of this line and there is o the water leakiit from this tile. The Motion was made by no _additional buildi- Unit #2 until the irrigation Ellis Sub that -Division Mary its a n Bodine and seconded by feith e to be issued in the Gre problem is solved. Motion passed: Elli , yea; Bodine, yea; Navarro yea Y It was reported_ that there has been numerous complaints in the in.tter of this line since the Installaticn byte Sub -divider. Y There being no other business stood[ -ad j6urnea. -- -- to come before the Council, ihe - me ting — -- -- Y, ATTEST:---- --- - — — -- -- Mayor f Citv Clerk ORDINANCE NO. 1t3B AN ORDINANCE ANNEXING CERTAIN REAL PROPERTY WHICH IS DESCRIBED,AS FOLLOWS: GREGORY SUBDIVISION UNIT NO. 2, LOCATED IN THE NORTH' HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 1:2, TOWNSHIP 3, NORTH, RANGE 1 WEST BOISE MERIDIAN, AS SHOWN ON THE OFFICIAL PLAT NOW OF RECORD IN THE OFFICE OF THE COUNTY RECORD- ER OF ADA COUNTY, IDAHO, DATED AND RECORDED UNDER INSTRUMENT,NO. 718264 IN BOOK 21 PAGE 1396 OF PLATS. WHEREAS, City Council and the Mayor,of the City of Meridian, hwe concluded that it is in the best,interest to said City to annex,to said City,,certain real property,which is described as follows: GREGORY SUBDIVISION UNIT N0. 2.' Located n,t a North half o the Southeast quarter of the Northwest, quarter of Section 12, Township 3, North, Range 1 West Boise Bderid�.a , as shown on the official plat now of record in the office of the County: Recorder of Ada County, Idaho, dated and recorded under' Instrument No. 718264 In. Book 21 page 1396 of plats. WHEREAS,' said property lies adjacent and'contiguous to the City of Meridian, and WHEREAS,,,, the ,owners of said property .have, requested the same to be annexed, and WHEREAS, sai.d:;, property .has been . by; the owner . or proprietor. : thereof or with the authority or acquiescence of''the owner or toprietor'l,thereof 'laid Doff into lots or blocks'containin9 not .more than f3;ve (5),acres of land each; `NOW THEREFORE,BE,IT''ORDAINED BY THE MAYOR AND CITY COUNCIL OF .T"HLV CITY., OF MERIDIAN; ADA COUNTY IDAHO, UNDER AUTHORITY OF SZCTION 50-2229 IDAHO ' CODR: Section,,. That the aforement3aned real property which i.s i described as follows. GREGORY SUBDIVISION UNIT NO: 2 �Eocated in the North half,ofthe Southeast quarter of the Nort0e0 quarter ;of Section" 12 Township 3, North, Range 1 West Boise peridia ,' as shown on the official plat now, of ;,record in the office. of.' the County Recorder of Ada County, Idaho, 'dated and recorded,under' Instrumemt,iNo. 718264 in Book 21 page 1396 of plats. bei and`the same'is'hereby annexed to and made a part;.of the City of Meridian, "oda' Counter, Idaho.'':, Section 2. The City Clerk cause on Sect kshall a (1) copy, of .the legal description and map which shall plainly and clearly,-designate AMBROSEt. FITZG8RALP ; 8 L.1hNt3ET4IC3 ATTORNEYS AND . COUNSELORS 929 EAST FIRST MERIDIAN, IDAHO 83842' ,xPHONE 4�88,�481 , i' 1 Y I .. I K: I 1 5 tv • I , 1 an I I 1 ' �.• , 1. I �7, . 1 I •uo I 1 the boundairieo as 'altered,; to' be filed 'with .thel Ada' County !Recirdot Ada Cu�ty Assesor; Tai Commission arithin 0 dens s ani }tate r ' fbilowin� the 'effective date of this o iaance. Pit IU 1 'I 86ct'ion.;3'. ' This ordinance shall be in full force aid 'I tfect from and,�after its'' passage','",: approval: and �publicatioa asrequired" bar a Passed bylthe1'City Council and approved by the1,Mayor of..the city of 'Ada County, '.Idaho, day r� 1 .: Ceridian; this of ,' 1970� ; ,' APPROVED : VI I' , I I lRyor ATTEST: -,i, 11 1 tyClerk til •I.II �I ( 1 I, 1 1 I I I t 411 Ifi' ii it 1 +r I, ! 1 7YI I� I 7 I 4 AM®ROSSi FIMERALp ATTORNXW ANO 1 t COUNISELORxI 929 EMT FIRST ,VIERIOJAN, IDAHO Y 8:3642 .WHONE See -141481 ORDINANCE NO. f BB AN ORDINANCE ANNEXING CERTAIN REAL PROPERTY WHICH IS DESCRIBED AS FOLLOWS: GREGORY SUBDIVISION UNIT NO. 2, LOCATED IN THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 3, NORTH, RANGE 1 WEST BOISE MERIDIAN, AS SHOWN ON THE OFFICIAL PLAT NOW OF RECORD IN THE OFFICE OF THE COUNTY RECORD- ER OF ADA COUNTY, IDAHO, DATED AND RECORDED UNDER INSTRUMENT NO. 718264 IN BOOK 21 WAGE 1396 OF PLATS. WHEREAS, City Council and the Mayor of the City of Meridian, have concluded that it is in the best interest to said City to annex to said City certain real property which is described as follows: GREGORY SUBDIVISION UNIT NO. 2 Located n t e North half o the Southeast quarter of,the Northwest quarter of Section 12, Township 3, North, Range 1 West Boise Meridian as shown on the official plat now of record in the office of the County Recorder of Ada County, Idaho, dated and recorded under Instrument No.1� 8264 in Book 21 page 1396 of plats., WHEREAS, said property lies adjacent and contiguous to the City of Meridian, and WHEREAS, the owners of said property have requested the same to be annexed, and WHEREAS, said property has been by the owner or proprietor thereof or with the authority or acquiescence of the owner or proprietor thereof laid off into lots or blocks containing not more than five (5) acres of land each; NOW THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, UNDER AUTHORITY OF SECTION 50-222, IDAHO CODE: Section 1. That the aforementioned real property which is iescribed as follows: rREGORY SUBDIVISION UNIT NO. 2 Locate n the North half of the Southeast quarter of the Northwest juarter of Section 12, Township 3, North, Range 1 West Boise Meridis is shown on the official plat now of record in the office of the ,ounty Recorder of Ada County, Idaho, dated and recorded under Instrument No.1� in_Book 21 page 1396 of plats. 3e, and the same is hereby annexed to and made a part of the City )f Meridian, Ada County, Idaho. Section 2. The City Clerk shall cause one (1) copy of the gal description and map which shall plainly and clearly designate AMBROSE. FITZGERALD $ LONGETEIO ATTORNEYS AND COUNSELORS 929 EAST FIR9T MERIDIAN, IDAHO 83842 i'ELEPHONB 888.4481 t .v the boundaries as altered, to be filed with the Ada County Recorder Ada County Assessor, and the:State Tax Commission within 10 days following the effective date of this ordinance. Section 3. This ordinance shall be in full force and effect from and after its passage, approval and publication as required%,` by law. Passed by the City Council and approved by the Mayor of the City of Meridian, Ada County, Idaho, this 60 day of r�1,,1970. APPROVED: yor ATTEST: ty, Clerk ORDINANCE NO. /88 AN ORDINANCE ANNEXING CERTAIN REAL PROPERTY WHICH IS DESCRIBED AS FOLLOWS: GREGORY SUBDIVISION UNIT NO. 21 LOCATED IN THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 3, NORTH, RANGE 1 WEST BOISE MERIDIAN, AS SHOWN ON THE OFFICIAL PLAT NOW OF RECORD IN THE OFFICE OF THE COUNTY RECORD- ER OF ADA COUNTY, IDAHO, DATED AND RECORDED UNDER INSTRUMENT NO. 718264 IN BOOK 21 PAGE 1396 OF PLATS. WHEREAS, City Council and the Mayor of the City of Meridian, concluded that it is in the best interest to said City to annex to said City certain real property which is described as follows: GREGORY SUBDIVISION UNIT NO. 2 Located n t e North half of fhe Southeast quarter of the Northwest quaker of Section 129 Township 3, North, Range 1 West Boise Meridian as shown on the official plat now of record in the office of the County Recorder of Ada County, Idaho, dated and recorded under Instrument No.1� 8264 in Book 21 page 1396 of plats. WHEREAS, said property lies adjacent and contiguous to the City of Meridian, and WHEREAS, the owners of said property have requested the same to be annexed, and WHEREAS, said property has been by the owner or proprietor thereof or with the authority or aequ�:�scnee of the owner or proprietor thereof laid off into lots or blocks containing not more than five (5) acres of land each; NOW THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL F THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, UNDER AUTHORITY OF ECTION 50-2229 IDAHO CODE: Section 1. That the aforementioned real property which is scribed as follows: REGORY SUBDIVISION UNIT NO. 2 ocated in the North of the Southeast quarter of the Northwest uarter of Section 12, Township 3, North, Range 1 West Boise Meridi s shown on the official plat now of record in the office of.the ounty Recorder of Ada County, Idaho, dated and recorded under nstrument No.1� in Book 21 page 1396 of plats. ,e, and the same is hereby annexed to and made a part of the City f Meridian, Ada County, Idaho. Section 2. The City Clerk shall cause one (1) copy of the egal description and map which shall plainly and clearly designate AMBROSE. FITZGERALD & LONGETEIa ATTORNEYS AND COUNSELOR 929 EAST FIRST MERIDIAN. IDAHO 83842 TELEPHONE 888-4481 It 7 i the boundaries as altered, to be filed with.the Ada County,Recorder, Ada County Assessor, and.the.State Tax Commission within 10 days following the effective date of this ordinance. Section 3. This ordinance shall be in full force and effect from and after its passage, approval and publication as required, by law. Passed by the City Council and approved by the Mayor of the City of Meridian, Ada County, Idaho, this 607 day of r�19'1970., APPROVED: i C,1or ATTEST: ADA COUNTY PLANNING AND ZONING COMMISSION Room 4009 Court House Boise, Idaho January 21, 1969 City of Meridian City Hall Meridian, Idaho Gentlemen: Enclosed herein is a preliminary application and drawings of the proposed Gregory Subdivision No. 2, located in a portion of the N 1/29 SE 1/49 NUJ 1/49 Section 129 T3N, RIW9 B.M., Ada County, Idaho. The proposed development is an Urban Residential Subdivision, developed with pavement, curbs sidewalks in accordance with Ada County standards, It will be serviced by Weridian city water and by public sewers, as well as power and telephone. It would be appreciated therefor., if you would review this app- lication in light of your jurisdictional interests, or as the case may be, right-of-way requirements, and advise this office at your earliest convenience of your recommendations. Very truly yours, r se . onner,�Dlrec—t-o--F— JRC/jkh enclosures ADA C®MW T ARMING COMISSIO3 COMITY COURTHOUSE 318EV MUM w�L,LQAT1Oa,q M1 A JPRIPM-1 YTAUR ° P-L.",\T OR SUM SI if city of Boice Sty Flwabiaag Loard Zone :oat ®ff Fas Garden aty St. � tri I Board Urban Residential _ 5lasss GM Of Propofied amity -of Adian Bolsa Airport Com.Eo. aubdivlsion Ada County, 1 -ha .th 1., SUDDIVIS1011 S tat�oti �r�.t Av M ldsbo �a �,� �y�q �p��q�,�'��,eg� q��+ ;tea 2 0 SPONSCdg�ybppflqq(RA R,, AtE : `.I��R�yQ..mamER O SE PoL"S Eio�p LJCaS�� AC1 Harold Hle► bv Q{e 3ia;► Hoee�Too� �de 1003 main 8® a e2-3671 c� Designer Add: d. Builder Phone add Oct �3 d PI -I ne-47 E B0169,0 Idaho s® uan Ama, a. Araa of Subdivision 9 acs. bo Adjn. land in came a-una °shin ac a a 0. Existing eassm-ente � do meed rent- -atRon b Type 7=5"Sm, ant Dr C. GarageXV d. will. b�j rga be u l t io aold? Score Otlmr tea NO i S`- 4 b. 7 1OVEM, TS ARD id`s 1 LITIES FROPCS a, � Streat u ® ( ) County o�= a €t %) Paved (%) Orbs CYSidewai l e Yd . Fater Sup-tpylyo water Dis--i-eiat or Co. City ( ) Private 'Vella C. SSVMr System: ( 4 EILIbLic Septic T&W MOSP-OVI dStorm Water Systew - — - --- G P r bo a ) ems._® �c ��:� � atreat � _ `e Fire Hydrants o Gaq o Strset Lights, W-1 pis -- FCS Yxit)Li s nr®nt 24 side 5 rear 10_; floor arse 7_10t width fot h theIT / s' a LIM PROGRAM a. Nmfimr of lots b. TyP. width Ci depth 0. 7"yp. lot area d. Lin© ft. of vtTeet St. lengtkvlot of Eames 1i1 Sto amnr st. gradient 8. um -GAL DES WP`IO N or W-4 TQ BE RAILIED 9' GIVE GMERAL DES CN OF AMEA J� TO T-SOMITZMN Or, PIM 10-z, Zq TIE MIDEMGM9 UNDERSTAND THAT ALL IWOMOMON RrQUES-M IS B7 IN C01WLEPAMOLY MD TIM RECESSAW EFEE BAUD BEFORE A M-16azNG VAY 11391. Ziff MMISED. DO NOT TMTE BE -LOW TMS .'LINE 11. FILMO INSFECWION 1 -1 , A,-T-Vq OVA LS a,. #,' ) CO-MAi-7 Engimer b,, ( ) City-Caunty mae-,,th Dp-p&-g-nt C. State H:Lgtw&y Dmparlamnt d, Water District MS. Fire Diotriat g. Else. Co. h. Tela coo m1apm zbm P-.4ffTm Pgopcysuu,� R OW, OR n o 7-3. AMON1317MATO-ka z(azi-mg GODMSSION-L-M-ON, znOta'aad b. BGA,6 Posted date c. Deed rap strlatim d. Othar commitment U�11 DEDICATI a. Stmets b. Rooerve of c. fthool-park