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Bridgetower Subdivision No. 1 FP 00-025~2a~ir~ra. & ~le~ud.~a~ ~Inn~gatiosc Dia~zcct 1503 FIRST STREET SOUTH NAMPA, IDAHO 83651-4395 FAX # 208-463-0092 December 5, 2002 Stan McHutcluson Briggs Engineering, Inc. 1800 W. Overland Rd. Boise, ID 83705 Re: Bridgetower Subdivision /Creason Lateral Pipeline Dear Stan: The Nampa & Meridian Irrigation District has reviewed the plans for the continuation of the piping project of the Creason Lateral. The plans indicate it being piped with 36" RCP, however the class of pipe is not indicated. The District requires a minimum of Class III. Please send the corrected plans as soon as possible. The way the pipeline is structured indicates it is going into a 90-degree turn into the Creason Lateral. The District will require that you continue the piping and put the 90-degree corner into a concrete structure, as we are concerned that the velocity of pipe will erode the canal bank at this angle. Once we have re-reviewed the plans, you will need to contact the District's attorney, Mr. Bryce Farris and ask that he prepare an addendum to license agreement for the construction of the pipeline. Please feel free to contact me if you feel further discussion is required. Sincerely, John P. Andersen, Water Superintendent NAMPA & MERIDIAN IRRIGATION DISTRICT JPA/ dll Cc: File Board of Directors Secretary-Treasurer Asst. Water Superintendent Ride 4 -Larry Gillmore City of Meridian Ada County Highway District Phones: Area Code 208 OFFICE: Nampa 466-7861 SHOP: Nampa 466-0663 P~ SEC _ ~ ~Q02 'i ~~ ~f ~'Ieri v1~:Y clerk p~~ APPROXIMATE IRRIGABLE ACRES RIVER FLOW RIGHTS - 23,000 BOISE PROJECT RIGHTS - 40,000 MAYOR Robert D. Corrie CITY COUNCIL MEMBERS Tammy deWeerd William L. M. Nary Cherie McCandless Keith Bird J`. CITY OF j~~t~~.f~~"'j., erl~lcn~ ~~~ ` ~, ' IDAHO 1` F ~% rFh LEGAL DEPARTMENT (208) 288-2499 • Fax 288-2501 PARKS & RECREATION (208 888-3579 • Fax 898-5501 PUBLIC WORKS (208)898-5500•Fax 887-1297 BUILDING DEPARTMENT (208) 887-2211 • Fax 887-1297 •~ 'n sixce PLANNING AND ZONING i9oa (208) 884-5533 • Fax 888-6851 August 27, 2002 Idaho Power Company 10790 W. Franklin Road Boise, ID 83709 322-2000 388-2402 388-2021 fax 388-6924 388-6532 fax 322-2032 Re: Street Lights for Bridgetower Crossing Subdivision #1 The street lights have been installed by the developer in Bridgetower Crossing Subdivision #1. These are 100 watt high-pressure sodium lights on steel poles, owned by the City of Meridian with a maintenance agreement with Idaho Power. The 12 (twelve) street lights are located at: Lot 11 Block 2 Lot 9 Block 2 Lot 4 Block 2 Lot 2 Block 1 Lot 7 Block 1 Lot 11 Block 1 Lot 16 Block 1 Lot 218lock 1 Lot 29 Block 1 Lot 34 Block 1 Lot 38 Block 1 Lot 6 Block 4 N. Towerbridge Way & W. Trestle Drive W. Trestle Drive W. Grassy Branch Drive W. Grassy Branch Dr. & W. Pride Crossing Dr. W. Grassy Branch Dr. & N. Golden Spike Way W. Grassy Branch Drive W. Grassy Branch Drive & N. Nuova Avenue W. Trestle Drive & N. Nuova Avenue W. Trestle Drive & N. Golden Spike Way W. Trestle Drive W. Trestle Drive & W. Grassy Branch Drive W Trestle Drive Please use this letter as your authority to activate these street lights. See attached map for additional information. Sincerely William G. Berg, Jr. City Clerk Enclosures 33 EAST IDAHO • MERIDIAN, IDAHO 83642 (208) 888-4433 • Fax (208) 887-4813 City Clerk Oftice Fax (208) 888-4218 Human Resources Fax (208) 884-8723 - .r. .,_. B~ogK , REMOVE OH POWER LINE I I +3 I --``~ ~ 2 ~ Ov ~~~ 'i _ ~E~aSON LATERAL ~ ` i t, w_ T ~ ----Pj ~ 4 1 R ' ~ 'O ~ NOTES: ALL PRIMARY 15KV 1/OAl ` ~ ' ALL SECONDARY 4/0 EXCEPT RUNS TO ? 'O ~ s 3n ~ GB2-D, G84-A, TD3-C, TD3-D,(350). °~, `P ~0 - ~ G~c ~ ~ 3B EXISTING TRANSFORMER Z INSTALL TRANSFORMER g ~ ~ ~ g a ~- SECONDARY HAND HOLE O ~ s 37 ~ Bm 7y it 3z s ~ ~` 3a _ SERVICE -~ 2 3s s ~ WATER METER e 3 ~ FIRE HYDRANT ¢- ~ 34 c R a ' ° ~ ~ 33 <`~ys OPEN Cm 3 ~ e 8` ~ o,~ t t t 3 ~. 32 ~T I ~ ~ ~ i ~ 3 ' '4,9 \\ 4 ~ '2 = GB2-B GB2-A ~ \~ tt ' ~ ~ a e ,3 ~ 1 ~ (4~ 8 6 ' z9 S J 14 ~~ GB2- >Y ~ I-BA NT i 2B e~~K ~ ~ ~ 1 3 , 27 ~ ~ ~ ~\ ~~ 3 { f~" 26 ' 8 24 ` 3r ` 7 2 'ZS' ` ~ S 2 23 0~' " N2 GB2- 3 2 ~ ~2 i 8 3 ~` 2~ ~ (~y7~/~ _ r B2D ~l ` ,6 s a`~ `~~~ 8 ' 2 t 5 ` t5 ~ 7 OCK jl BLOCK I 6 ~ ' ~ ~ a E~ 1 LOCATE AND CONNECT TO ` / e~'~ ~~ 1 EXISTING PRIMARY STUBOUTS " , I s ~ ,o ® 9 ~ ,' VAULT AND VAULT CONDUIT a ~i »r ~~ 8 ' ~ - - ~F t \ „ ~ `_ t t 13 14 t t3 •• 'g`' ~8 OCR u _ a-~eC-vM m _ - -- _~ i -. s nM= ~ ~ ~ ~ Job I t~~ ~ _ .BRiI TX68 Pass- BRI[ Add~t SER Desk Consl onst Const ID OFFI IA C WILLIAM G. BERG, JR., Ciry Clerk JANICE L SMITH, Ciry Treasurer GARY D. SMITH, P.E., City Engineer BRUCE D. STUART, Water Works Supt. JOHN T. SHAWCROFT, Waste Water Supt. DENNIS J. SUMMERS, Parks Supt. SHARI L. STILES, P 8 Z Administrator PATTY A. WOLFKIEL, OMV Supervisor KENNETH W. BOWERS, Fire Chief W.L. 'BILL' GORDON, Police Chief WAYNE G. CROOKSTON, JR., Attorney HUB OF TREASURE VALLEY A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 Phone (208) 888-4433 • FAX (208) 887-4813 Public WorksBuilding Department (208) 887-2211 Motor VehictdDrivers License (208) 888-4443 ROBERT D. CORRIE Mayor MEMORANDUM: To: Will Berg, City Clerk Bruce Freckleton, Assistant to City Engineer From: Harold Hudson, Electrical Inspector Re: STREET LIGHT ELECTRICAL INSPECTION RECEI~~ a ~ G ~ 1 2GQ2 City of Meridian City Clerk Office I have inspected and approved the electrical wiring and associated components for L L Street lights in ` can now proceed wI~II the activation. ~ .Idaho Power Co. Harold Hudson, Electrical Inspector COLIN 11 l•F nor WALT W, MORROW, President RONALD R. TOLSMA CHARLES M. ROUNTREE GLENN R. BENTLEY P & OMMISSION JIM JOHNSON, Chairman MALCOLM MACCOY KEITH BORUP RON MANNING BYRON SMITH Date: 8"- /9 -a Z C: \OFFICEI W PWlMGENERAUEI,ECINSP. MMO ~~ry or nnena~an, tsuilaing uepartment 24 HOUR 660 E Watertower ,Suite 200 I/VSOECT/ON L/A/E Meridian ID 83642 887-1 X55 PH 887-2211 /FAX 887-1297 Streetlights Permit Page 1 of 1 Permit Number: STLT2002-10 Printed: 08/14/2002 Applicant Streetlights Parcel Number: PARC2002-1062 Address: BRIDGETOWER CROSSING #1 Addition: Lot(s): Block: Contractors Phone: 323/8408 Electrician B ~ B Electric FAX: 323-8409permit Address: 2131 Century Way BOISE, ID 83709 Fees and Receipts: Number Description Amount FEE2002-18830 Electrical-Commercial $191.00 Total Fees: 5191 00 Other Fields: Value: 12200 No. of Lights: 12 Watts: 100 Locations: 1112, 9/2, 4/2, 2/1, 7/1, 11/1, 16/1, 21/1, 29/1, 34/1, 38/1, 6/4 Fees Due/Credits RECE.~rED AUG 16 2002 City of Meridian City Clerk faffi~~ MAYOR Robert D. Conde CITY COUNCIL MEMBERS Tammy deWcerd William L. M. Nary Cherie McCandless Keith Bird January 10, 2003 r t_• 1~`Y ~1' ~nC~~ ~'~) . CITY OF ~~'~'~~I_;~ ~~1 :^ - `~ erl~lcn ~E:~ ~,. v v IDAHO j ~cF ~/~. TER •IKe 7~V 1iiY,% s~etE 1900 LEGAL DEPARTMENT (208) 288-2499 • Fax 288-2501 PARKS & RECREATION (208 888-3579 • Fax 898-5501 PUBLIC WORKS (208)898-5500•Fax 887-1297 BUILDING DEPARTMENT (208) 887-221 I • Fax 887-1297 PLANNING AND ZONING (208)884-5533 • Fax 888-G854 Idaho Power Company Meridian Team 10790 W. Franklin Road Boise, ID 83709 322-2000 388-2402 388-2021 fax 388-6924 388-6532 fax 322-2032 Re: Streef Lights for Bridgefower Subdivision #1b The street lights have been installed by the developer in Bridgetower Subdivision #1b. These are 100 watt high-pressure sodium lights on steel poles, owned by the City of Meridian with a maintenance agreement with Idaho Power. The one (1) street light is located at: Lot 1 Block 2 island on W. Pride Crossing Drive & W. Towerbridge Way Please use this letter as your authority to activate these street lights. See attached map for additional information. Sincerely ~G~ William G. Berg, Jr. City Clerk Enclosures 33 EAST IDAHO • MERIDIAN, IDAHO 83642 (208) 888-4433 • Fax (208) 887-4813 City Clerk Oftice Fax (208) 888-4218 Human Resources Fax (208) 884-8723 -~ ~.. -:. '~ MAYOR ^~`', GARY D. SMITH, P.E. ROBERT D. CORRIE C;ITV OF ~'~~_ ' _ _ PUBLIC WORKS DIRECTOR COON f M MBERS P~l~l~'L1 s~F ~ ~~~, v ~L ~~ BRAD R. WATSON, P.E. WILLIAM L. M. NARY IDAHO I~ CITY ENGINEER KEITH BIRD i j CFtir ~/ TAMMY DEWEERD F / DAUNT WHITMAN CHERIE MCCANDLESS eq ~ 7a V Y ~:~.cE BUILDING OFFICIAL 190J P~,G.G;,c Wosks Dtloat.7~-.as.~: B~,L.C„f,,~ D;,u:,,.~,a~., MEMORANDUM: To: Will Berg, City Clerk Bruce Freckleton, Engineering Tech III From: Harold Hudson, Electrical Inspector RE: STREET LIGHT ELECTRICAL INSPECTION RECEIVED JAN - 61Q~3 City of Meridian City CIerk Office I have inspected and approved the electrical wiring and associated components for ~_ streetlights in ~~_T T-~,,~ ~,~, ~ ~ T~ ~ r~~ ,~, ~ ~~ ~~ ~ Idaho Power can now proceed with the activation. Harold Hudson, Electrical Inspector Date: / Z - Z ~ •- Gp;~ ti60 E Watertower Lane, Ste 200 Meridian ID 83642 (208) 887-2211 Fax (208) 887-1297 1 I I I o ~ i ~~~' 2'Y ~ b '~ EZ a `'awo~ eta ~- . ! ~ _~ _ a q ~ ~~ ~~ ~ ~~ r ~a ~ 3 Y ~ a a =~~aaj . e'~F.g h ~ ~ ~ ~ ~~e- ~~ `~ 97 6~ ~ ~ Y~ +narrrl N ~`~ ~' ~a x ~c ` ~ o ,zoo ~~ ~b ~ . a~ ~~ ~~ g '~gaia -~ ~~~ °~ ~ -'~~<~~ I.~ '---r N 3 .. N .~ i e . ., • e - e e _ d ~ ~~ ~~-- O _ ~ ~ ~ (...." I ., ~ 8 ~ :: f .- W 2 `~ Q O 'R vN di 8 rn k ~ j ~ \7/% •" ~~ - ~-7.iC.1[~o"r"•- < ~ ..~ ;:::".; .. f ~` •4p"E .BSS a :::.;'Y : y.:~:~ 2 ` . Q QSO .y SI ~Z':~ 11>i84 S '~ ~ ~ X I1 s i / 1~.E 1\~` ~^ n a (~n g~~D y ~Y~ s ,fit fr ~,' qq .. rg a _~ '_ ~ ~` ~ o a ~,~ '~4~f f f~ I ! 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'r~r~ ~ ~J ~gC' 4"''"<r // Y~~a~?cy~°~=5'=~r.` [L 'Y O f / rl W ("~',~j Ut.am a u.~l - J! .r~,,r: ~ a / J/ JQ F- L.r ~} n ~ RI 3 llcfrx w ~ tM~ ri ~ / { ~ 8 ~ 8 ~ 8 .ci i ~ 8 Y 4 ~ :' K a . al ~ ao Ru _ I ftf Q~ ~', / f'1~~~AMp=h~ = :~C:: :. . Z : ~-, , r r n n r1 lIIQQQ / / ~I O ~ ~ N ~ el lrt.fr~'I. g ~ j~r~!°p~~ ~ !r~ tr~IDrOr ~// O ~ ~ yes a A ~ ~ ~`~- A ~i i Y ~s R a x s :~~ I ~ I I m~~l r + J 7 _ O t3 ~ ~ rril f ~/ ~~ z k °_ _ ~ ~ o h x x ~ ~ ~ k _ _ > / P I U I n ~ I k'~r .~~rtr ~tr ~ / J < _ 11C.»m. il[t~.r a ~" ~o933IId~9~4as"33.4 ';-~ I I I mill I ~ n ~ ' n l ` Rrt/ / j¢ I I ilt.~r.xo I N _ ~ ~ a Q ~ ~O n ! ' ~ ~-wr ~ frval _k L r 11 C. I 11~,w~). N %C ~ 0("SII I ~ 1 .. ]4~~C7~YK2r 7r8~ I I 1' carp ~C1 r I y o7,F10 S ~^~ t l,a, >^ r, 3~ o z i z ' i~~ x Y a a ~' I `~ ~~ N .c ml rutii roa;~ o = I I i 19 ~ ~..~~V-N~l1Y1S yN r~~~~1'l, r~S ~ _I ~ t' Q~~ I t ~I o r. ..A 1 4 ~~F./~~ ,~ ``'~~ a" ~~S :~~`riu'~=~~j~x~~~.'.. I ~ I ry ~N ~.. ~~~ ~l~§-.t~=~^ r 1 \ ar, s aticaes~e Buu~s,i, ~ ~%'qc~i y~ M (~= I ~" ~~ Z ~ o o ~^ '~, ~~~uaa~^.q_9~ekr;.a . '11 - - ~ J°r- '~t'y~ -rn. - ,~ .~r ~ -~ s o City of Meridian, Building Department MERIDIAN 660 E V~latectowec Suite 200 2C lYtd~.'!4' ' ~'~'!ISPf~Tr'~Af L!,'~,E Meridian JID 83642 ~$~ ~ 155 PH 887-2211 / FAX 887-1297 Streetlights Permit Permit Number: STLT2002-26 Page ~ of ~ Printed: 12/17/02 Applicant Primeland Dev Parcel Number: PARC2001-712 Address: BRIDGETOWER SUB #1 Addition: Lot(s): Block: Contractors Electrician B & B Electric Address: 2131 Century Way BQ4SE, ID 83709 Phone: 323/8408 Fes(; 323-8409permit Fees and Receipts: Number FEE2002-27561 Other Fields: Value: No. of Lights: \4\fatts: Locations: Fees Due/Credits Description Amount Electrical-Commercial $44.00 Total Fees: $44.00 1200 1 ti50 (1) 25' 1/2 on W Pride Crossing comer--- Sign Light on Island of W Pride Crossing RECEIVED ~F~ 1 9 2~J0~ City of Meridian City Clerk Office MAYOR Robert D. Corrie CITY COUNCIL MEMBERS Ron Anderson Keith Bird Tammy deWeerd Cherie McCandless October 31, 2001 .-. NUB OF TREASURE VALLEY ,••. A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 (208) 888-4433 • Fax (208) 887-4813 City Clerk Office Fax (208) 888-4218 Idaho Power Company 10790 W. Franklin Road Boise, lD 83709 322-2000 388-2402 *Dena 388-2021 fax 388-6924 388-6532 fax 322-2032 Re: Street Lights for Bridgetower Subdivision #1 LEGAL DEPARTMENT (208) 288-2499 • Fax 288-2501 PUBLIC WORKS BUILDING DEPARTMENT (208)887-2211• Fax 887-1297 PLANNING AND ZONING DEPARTMENT (208) 884-5533 • Fax 888-6854 The street lights have been installed by the developer in Bridgetower Subdivision #1. These are 100 watt high-pressure sodium lights on steel poles, owned by the City of Meridian with a maintenance agreement with Idaho Power. The 10 (ten) street lights are Lot 1 Block 1 Lot 1 Block 5 Lot 3 Block 5 Lot 6 Block 5 Lot 13 Block 4 Lot 118/ock 5 Lot 25 Block 4 Lot 19 Block 5 Lot 23 Block 5 on island located at: N. Towerbridge Way W. Prime/and Drive W. Prime/and Drive W. Prime/and Drive W. Primeland Drive W. Crossland Street & N. Station Avenue W. Crossland Street W. Crossland Street N. Coachman Avenue & W. Pride Crossing Dr. N. Towerbridge Way & W. Pride Crossing Dr. Please use this letter as your authority to activate these street lights. See attached map for additional information. Sincerely ,~.,~c'J William G. Berg, Jr. City Clerk Enclosures . - OFFS WILLIAM G. BERG, JR., City Clerk JANICE L SMITH, City Treasurer GARY D. SMITH. P.E.. City Engineer BRUCE D. STUART, Water Works Supt. JOHN T. SHAWCROFT, Waste Water Supl. DENNIS J. SUMMERS. Parks Supt. SHARI L STILES, P b 2 Administrator PATTY A. WOLFKIEL, DMV Supervisor KENNETH W. BOWERS, Fire Chief W.L. 'BILL' GORDON, Police Chief WAYNE G. CROOKSTON, JR., Attorney HUB OF TREASURE VALLEY ~ A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 Phonc (208) 888-4433 • FAX (208) 887-4813 Public WoricsBuilding Department (208) 887-2211 Motor VehicldDrivers Lixnse (208) 888-4443 ROBERT D. CORRIE MEMORANDUM: Mayor To: Will Berg, City Clerk Bruce Freckleton, Assistant to City Engineer From: Re: I have inspected lights in ice. 2 , Can now procee Harold Hudson, Electrical Inspector STREET LIGHT ELECTRICAL INSPECTION r'O N 1 MPi~~~s^c WALT W. MORROW, President RONALD R. TOLSMA CHARLES M.ROUNTREE GLENN R. BENTLEY P !t 7 COMMIS410N JIM JOHNSON, Chairman MALCOLM MACCOY KE1TH BORUP RON MANNING BYRON SMITH Date: ~ ~ -- c -e, ~ ~\ approved a electrical wiring and associated components for street J .Idaho Power Co. th the activation. ., ~~ - - Harold Hudson, Electrical Inspector RECEIVED OC'r 12 2001 CITY OF MERIDIAN C:10FPICE~rypty~~ t1NSP.MMO WILLIAM G. BERG, JR., City Clerk JANICE L. SMITH, Ciry Treasurer GARY D. SMITH, P.E., Ciry Engineer BRUCE D. STUART, Water Works Supt. JOHN T SHAWCROFT, Waste Water Supt. DENNIS J. SUMMERS, Parks Supt. SHARI L. STILES, P 8 Z Administrator PATTY A. WOLFKIEL, DMV Supervisor KENNETH W. BOWERS, Fire Chief W.L. "BILL" GORDON, Police Chief WAYNE G. CROOKSTON, JR., Attorney HUB OF TREASURE VALLEY A Good Place to Live .-. CITY OF MERIDYAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 Phone (208) 888-4433 • FAX (208) 887-48(3 Public WorksBuilding Department (208) 887-2211 Motor VehiclelDrivets License (208) 888-4443 ROBERT D. CORRIE Mayor MEMORANDUM: To: Will Berg, City Clerk Bruce Freckleton, Assistant to City Engineer From: Harold Hudson, Electrical Inspector Re: STREET LIGHT ELECTRICAL INSPECTION Q 1Ntal ~c.~oc~+~ WALT W. MORROW, President RONALD R. TOLSMA CHARLES M.ROUNTREE GLENN R. BENTLEY P 8 Z GOMMISCION JIM JOHNSON, Chairman MALCOLM MACCOY KEITH BORUP RON MANNING BYRON SMITH Date: ~ =~ - ~ -c, ~ I have inspected and approved the electrical wiring and associated components for lights in ~~2,nG r -T, . ~, ~ ! y street can now proceed with the activation. .Idaho Power Co. Harold Hudson, Electrical Inspector RECEIVED. O C ~ 12 2001 UITY OF MERIDIAN C: \OFFICE\ W PW GnGENERAL1ElEC WSP. MMO City of Meridian, Building Department ``"`'a 24 HOUR ,.-, 660 E Watertower ,Suite 200 INSPECT/OA/ L/Al Meridian .J 83642 ;;~ 887-II55 PI-1 gg7_2211 /FAX 887-1297 Elec-Commercial Permit Page 1 of 1 Permit Number: ELC2001-214 Printed: 09/11/2001 Applicant Streetlights Parcel Number: PARC2001-712 Address: BRIDGETOWER Addition: Lot(s): Block: Contractors Electrician B & B Electric* Address: 2131 Century Way BOISE, ID 83709 Phone: 323/8408 FAX: 323-8409permit Fees and Receipts: Number Description Amount FEE2001-17930 Electrical-Commercial $210.00 Total Fees: 5210 00 Other Fields: Value: 16000 Description: 1 250 watt located at entrance island , 11 100 watt located at 3/1,1/1,1/3 2-1 each end of island,1/5,3/5,6/5,13/4,11/5,25/4,19/5 Fees Due /Credit Info: RECEIVED s~~ ~ ~ ~ooa GITY OF MERIDIAT+ ~~. ~ ~ Y ~o`~_ z ~ OvOa a30Nn N \ S ~ -I \~~` ; x a ~ ,~ ~a~~ S w P 0 0 } ~ o a~~ ~ ~ ^p Jt fti~.~ ar~~ ss o° n N n n g u o ~ iii N J ~ ~ ~ ~ W J y, Q I ~ U L N ~ rrrr t ; ~~~~ a, ~ i ~t~: _w 0 a a d v W i~ 0 4 0 A The Idaho Statesman f'~ ~ts~i'^' ~~~~ ~- M;~Y ~ 9 2~?01 P.O. Box 40, Boise, Idaho 83707-0040 r.~=~lirla~~ LEGAL ADVERTISING PROOF OF PUBLICA~tICi3~G• ~~Y~~~ `" Account # DTI# Identification Amount: 064514 447417 NOTICE OF HEARING $1 16.88 Ordered by: P.O. # Rate Run Dates NT MAY 11, 25, 2001 CITY OF MERIDIAN Number of Lines 33 EAST IDAHO ST. 73 MERIDIAN, ID 83642 Affidavit Legal # 1 10366 JANICE HILDRETH, being duly sworn, deposes and says: That she is the Principal Clerk of The Idaho Statesman, a daily newspaper printed and published at Boise, Ada County, State of Idaho, and having a general circulation therein, and which said newspaper has been continuously and uninterruptedly published in said County during a period of twelve consecutive months prior to the first publication of the notice, a copy of which is attached hereto: that said notice was published in The Idaho Statesman, in conformity with Section 60-108, Idaho Code, as amended for: TWO consecutive weekly ~ single 0consecutive daily ~X odd skip insertion(s) beginning with the issue of: MAY 1 1 2001 and ending with the issue of: MAY 2 5 , 2001 COUNTY OF ADA On this 2 5 day of MAY in the year of 2001 before me, a Notary Public, personally appeared before me Janice Hildreth known or identified to me to be the person whose name subscribed to the within instrument, and being by me first duly sworn, declared that the state- ments therein are true, and acknowledged to me that she executed the same. ~!~-~ \ Notary Public for Ida Residing at: Boise, Idaho / L •••~x•~~ expires: r~ ~ U .•••~P-1'~.BRIC ~'•• ~ •. t~ ~n: !' .~: ~.. :* ~: ''UBI.1G~ *' •.•, O F 1 •~~. x•1.1 •~U••• STATE OF IDAHO ) )SS ,~ . MAYOR Robert D. Come CITY COUNCIL MEMBERS Ron Anderson Keith Bird Tammy deWeerd Cherie McCandless .~-~:' HUB OF TREASURE VALLEY A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 (208) 888-4433 • Fax (208) 887-4813 City Clerk Office Fax (208) 888-4218 LEGAL DEPARTMENT (208)288-2499 • Fax 288-2501 PUBLIC WORKS BUILDING DEPARTMENT (208)887-2211 • Fax 887-1297 PLANNING AND ZONING DEPARTMENT (208) 884-5533 • Fax 888-6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission, please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: March 8, 2001 Transmittal Date: February 20, 2001 Hearing Date: March 15, 2001 File No.: CUP 01-006 Request: Conditional Use Permit for 692 single-family lots, 59 townhomes, 17 office low and 10 commercial lots on 370.55 acres in proposed R-4 and C-G zones for proposed Bridgetower Crossing Subdivision Lot:ation of Property or Project: Sally .Norton, P2 Bill Nary, P2 Jerry Centers, P/Z Richard Hatcher, P2 Keith Borup, P/Z Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department Sanitary Service Building Department Fire Department Police Department City Attorney City Engineer north of Ustick Road, east of Ten Mile Road Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian brig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department City Planner Parks Department (Residerniat Applications only) Gen - 26 PP/FPIPFP - 30 AZ - 27 Theldaho Statesman P.O. Box 40, Boise, Idaho 83707-0040 LEGAL ADVERTISING PROOF OF PUBLICATION Account # DTI# Identification Amount: 310864 064514 320492 PUBLIC HEARING $112.32 Ordered by: P.O. # Rate Run Dates SHELBY NT AUGUST 18, SEPTEMBER 1, 2000 CITY OF MERIDIAN Number of Lines 33 E. IDAHO AVE. 78 MERIDIAN, IDAHO 83642 Affidavit Legal # 1 8109 LEGAL NOTICE JANICE HILDRETH, being duly sworn, deposes and says: That she is the Principal PUBLIC HEARING Clerk of The Idaho Statesman, a daily newspaper printed and published at NOTICE IS HEREBY GIVEN pursuant to the Ordinances of the City of Meridian Boise, Ada County, State of Idaho, and having a general circulation therein, and and the Laws of me State of Idaho mat the ' City Council of the City of Meridian will which said news a er has been continuous) and uninterru tedl ubiished in P P Y P Y P hold a Public hearing at the Meridian City hall, 33 East Idaho Street, Meridian, Ida- said County during a period of twelve consecutive months prior to the first ho, at the hour of 7:30 p.m. on September publication of the notice, a copy of which is attached hereto: that said notice 5, 2000, for the Purpose of reviewing and e n co tl It T was published in The Idaho Statesman, in conformity with Section 60-108, ~ C~ Me idian ration and cons o review of proposed changes to the Land- di Idaho Code, as amended for: TWO nance; scope Or City of Meridian for consideration and review of proposed changes to the Notice ~ consecutive weekly a single of Mailing Ordinance allowing first-class mail to replace certified mail for notifica- tion of Public hearings; ~X odd ski a consecutive dail Briggs Engineering for a variance from p y The maximum 1000-foot block length for insertion(s) Bear Creek Subdivision generally located east of Stoddard and south of Overland beginning with the issue of: AUGUST 2 8 2000 Road; Primeland Development Company, LLP, for annexation and zoning of 52.90 and ending with the issue of: SEPTEMBER 1 2000 acres from RT to R-4 for proposed ! Bridgetower Subdivision generally located ,~ ,, r north of Ustick Road and east of Ten Mile ; Road; Primeland Development Company, j LLP, for a Conditional Use Permit to con- i ,,~ struct a planned-unit development con- ro osed ~ f t l l or p p o s e sisting of 106 buildab Bridgetower Subdivision generally located d Ten Mlle Road; k R d i STATE OF IDAHO ) an oa c north of Ust )SS Primeland Development Company, approval for LLP, for Preliminary Plat COUNTY OF ADA . proposed Bridgetower Subdivision of 106 building tots, 1 HOA recreation center, 1 I 46 2 On this 1 day of SEPTEMBER in the year of 2000 acres . park lot and t9 common lots on in a Proposed R-4 zone generally located before me, a Nota Public, ersonall a eared before me Janice Hildreth rY P Y PP norm of Ustick Road and Ten Mile Road; Primeland Development Company, known or identified to me to be the person whose name subscribed to the LLP, for a variance of the t,000-foot max- imum block lengm for proposed Bridge- within instrument, and being by me first duly sworn, declared that the state- tower Subdivision generally located north ments therein are true, and ac wledged to me that she executed the same. of Ustick Road and Ten Mile Road; Developers Diversified /Dakota Com- pany for Preliminary /Final Plat approval I of 10.99 acres wim mree building lots in an I-L zone for proposed Presidential Subdi- vision 44enerally located on me soumeast; \ Darol Forsythe /Seven Gates Proper- Notary Public for Idaho ~ ties for a variance for reduction of me ' Residing at: Boise, Idaho landscaping requirements to allow new construction site to match existing and ~~~~~~~~ ~.• ~viy~ lftrry ion expires: Z s typical in me area and subdivision 9ener- ally located at Lots 6, 9 and 10 of Blodc 1 bdi i i k S ° ,~ yp ~ ; ~• ~{, ~•.•••.• 9G •° ` ~ • • v s on; u in me Layne Industrial Par ra variance f St t LLC . • • ~, : ~ : : o ree , , The Bower to reduce me number of required trees to f 37 i li Q ~ Q ; • ~' Z10 T A R n eu o 25 two-inch Caliper trees J f : ~ mree-inch Caliper trees due to me possi- ble unavailability of mree-inch Caliper ~ _~~ ~ stock generally located on me soumwest comer of Bower Street and East Sm ~ ~ ~ ~" U B LZG • Street; ; S~ a °° ••• •• ~ ~ Pub. Aug. 18, Sept.l, 2000 8109 °° .9 ••~•••• ~ ~~ The Idaho Statesman P.O. Box 40, Boise, Idaho 83707-0040 LEGAL ADVERTISING PROOF OF PUBLICATION Account # DTI# Identification Amount: 310864 064514 320492 PUBLIC HEARING $1 12.32 Ordered by: P.O. # Rate Run Dates SHELBY NT AUGUST 18, SEPTEMBER 1, 2000 CITY OF MERIDIAN Number of Lines 33 E. IDAHO AVE. 78 MERIDIAN, IDAHO 83642 Affidavit Legal # 1 8109 LEGAL NOTICE JANICE HILDRETH, being duly sworn, deposes and says: That she is the Principal PUBLIC HEARING Clerk of The Idaho Statesman, a daily newspaper printed and published at NOTICE IS HEREBY GIVEN pursuant to the Ordinances of the City of Mendlan I and the Laws of the State of Idaho that the ' Boise, Ada County, State of Idaho, and having a general circulation therein, and i l li h d i , City Council of the City of Meridian will nterru ted n ub s e which said news a er has been continuous) and un P P Y P Y P hold a public hearing at me Meridian City 33 East Idaho Street, Meridian, Ida- hall said County during a period of twelve consecutive months prior to the first , ho, at the hour of 7:30 p.m. on September 5, 2000, for the purpose of reviewing and publication of the notice, a copy of which is attached hereto: that said notice considering the applications of. was published in The Idaho Statesman, in conformity with Section 60-108, City of Meridian for consideration and review of proposed changes to the Land- Idaho Code, as amended for: TWO scope Ordinance; City of Meridian for consideration and review of proposed changes to the Notice consecutive weekly single of Mailing Ordinance allowing first-class mail to replace certified mail for notlflca- tion of public hearings; ~ consecutive doll ~X odd ski y p Briggs Engineering for a variance from the maximum 1000-foot block length for insertion(s) Bear Creek Subdivision generally located east of Stoddard and south of Overland beginning with the issue of: AUGUST 2 8 2000 Road; Primeland Development .Company, LLP, for annexation and zoning of 52.90 and ending with the issue of: SEPTEMBER 1 2000 acres from RT to R-4 for proposed Bridgetower Subdivision generally located 1 north of Usttck Road and east of Ten Mile , Road; Primeland Development Company. ~ ~'' LLP, for a Conditional Use Permit to con- struct aplanned-unit development con- sisting of 106 buildable lots for proposed ! Bridgetower Subdivision generally located STATE OF IDAHO ) north of Ustick Road and Ten Mlle Road; )SS Primeland Development Company, approval for LLP, for Preliminary Plat COUNTY OF ADA , proposed Bridgetower Subdivision of 106 building lots, 1 HOA recreation center, 1 I On this 1 day of SEPTEMBER in the year of 2000 park lot and 19 common lots on 46.2 acres in a Proposed R-4 zone generally located before me, a Notary Public, personally appeared before me Janice Hildreth north of Ustick Road and Ten Mtle Road; Primeland Development Company, 000-foot max- f th 1 i f known or identified to me to be the erson whose name subscribed to the P ~ e , or a var ance o LLP, imum block length for proposed Bridge- , within instrument, and being by me first duly sworn, declared that the state- tower Subdivision generaliv located north of Ustick Road and Ten Mile Road; menu therein are true, and ac wledged to me that she executed the same. Developers Diversified /Dakota Com- panY for Preliminary /Final Plat approval i of 10.99 acres with three building lots in an I-L zone for proposed Presidential Subdi- vision generaliv located on the southeast; \ Darol Forsythe !Seven Gates Proper- Notary Public for Idaho ~ ties for a variance for reduction of the Residing at: Boise, Idaho landscaping requirements to allow new construction site to match existing and s~nuu ~.•`~ y dr~ission expires: ~' ` ~ Typical in the area and subdivision gener- ally located at Lots 8, 9 and 10 of Block 1 k Subdivision; t i l P I d ,~. yp. L •••• ~ ~ ~•.•••.~ 9G ` ~ • • ~ r ar n us a in the Layne The Bower Street, LLC, fora variance . • • ~, Q- •• •• to reduce the number of required trees to f 37 i li t h C li q ; • ~ ' ~~TAR ~~ ; n eu o rees a per 25 two-inc ~ J. , three-inch Caliper trees due to the possi- ble unavailability of three-inch Caliper ~ s•~ ~ - ~ stock generally located on the southwest COmer of Bower Street and East 5th ~ ° f U B Ltd' Street; : u'~ o •• • '~~ ~ ~ Pub. Aug. 18, Sept.), 2000 8109 •,• y~ ••••••• ,~ ~~` F ~ P ~~. The Idaho Statesman P.O. Box 40, Boise, Idaho 83707-0040 LEGAL ADVERTISING PROOF OF PUBLICATION Account # DTI# Identification Amount: 310864 064514 320492 PUBLIC HEARING $112.32 Ordered by: P.O. # Rate Run Dates SHELBY NT AUGUST 18, SEPTEMBER 1, 2000 CITY OF MERIDIAN Number of Lines 33 E. IDAHO AVE. ~ 8 MERIDIAN, IDAHO 83642 Affidavit Legal # 1 8109 LEGAL NOTICE JANICE HILDRETH, being duly sworn, deposes and says: That she is the Principal PUBLIC HEARING ! Clerk of The Idaho Statesman, a daily newspaper printed and published at NOTICE IS HEREBY GIVEN Pursuant to the Ordinances of the City of Meridian Boise, Ada County, State of Idaho, and having a general circulation therein, and and the Laws of the State of Idaho that the ii City Council of the City of Meridtan will which said news a er has been continuous) and uninterru tedl ublished in P P y p y p hold a public hearing at the Meridian City 33 East Idaho Street, Meridian, Ida- hall said County during a period of twelve consecutive months prior to the first , ho, at the hour of 7:30 p.m. on September for the purpose of revtewtng and 2000 5 publication of the notice, a copy of which is attached hereto: that said notice , , n e co n tl I t was published in The Idaho Statesman, in conformity with Section 60-108, ~ C~ eration and st co foa Mendian ~o„m,., ~+ nrnoosed chances to the Land- Idaho Code, as amended for: TWO for consideration and Changes to the Notice consecutive weekly asingle -e allowing first-class fied mail for nottftca- as; aconsecutive daily odd skip tg for a variance from -foot block length for insertion(s) lion generally located nd south of Overland beginning with the issue of: AUGUST 2 8 2000 elopment .Company. n and zoning of 52.90 and ending with the issue of: SEPTEMBER 1 2000 o R-4 for proposed ision generally located d and east of Ten Mlle ~ /, 'r n .. ~ I . ~/ G . n i :oao; Primeland Development Company, v LP, for a Conditional Use Permit to con- truct a planned-unit development con- isting of 106 buildable lots for proposed Sridgetower Subdivision generally located STATE OF IDAHO ) torch of Ustick Road and Ten Mile Road; )SS Primeland Development Company, .LP, for Preliminary Plat ,approval for COUNTY OF ADA troposed Bridgetower Subdivision of 106 tuilding lots, 1 HOA recreation center, 1 ~ On this 1 day of SEPTEMBER in the year of 2000 park lot and 19 common lots on 46.2 acres 'i n a Proposed R-4 zone generally located before me, a Nota Public, ersonall a eared before me Janice Hildreth rY P Y PP torch of Ustick Road and Ten Mile Road; ; Primeland Development Company. known or identified to me to be the person whose name subscribed to the _LP, for a variance of the 1,000-foot max- mum block length for proposed Bridge- within instrument, and being by me first duly sworn, declared that the state- ower Subdivision generally located north ments therein are true, and ac wledged to me that she executed the same. ~f Ustick Road and Ten Mtle Road; Developers Diversified /Dakota Com- panYfor Preliminary /Final Plat approval I ~f 10.99 acres with three budding lots in an I-L zone for proposed Presidential Subdi- ~ /ision generally located on the southeast; ~ Darol Forsythe /Seven Gates Proper- Notary Public for Idaho lies for a variance for reduction of the I Residing at: Boise, Idaho " landscaping requirements to allow new construction site to match existing and ~~~•n~m , s; ion expires: Z fvly,~dlfroy ~~, typical in the area and subdivision gene~- ally located at Lots 8, 9 and 10 of Block i i di i ~ • y p ~~• ~ ~~.••••~~ 9G ~,~ ~ v s on; in the Layne Industrial Park Sub . • • ~ . • The Bower Street, LLC, fora variance to reduce the number of required trees to Q~ : • ~ S q ; • ~, ~oTAR 25 two-loch Caliper trees in lieu of 37 ~ r : three-inch Caliper trees due to the possi- ble unavailability of three-inch Caliper ~ v ~ ~ ~ ~ : ; stock generally located on the southwest y comer of Bower Street and East 5th ~ m t U$ LtG Street; 9 ~ Jt a• ~•• R • ~~ ~ ' Pub. Aug. 18, Sept.l, 2000 810 io `9?, +•~••~• ~- ~~ ' •.,~ 0 F 1 ~. Theldaho Statesman P.O. Box 40, Boise, Idaho 83707-0040 LEGAL ADVERTISING PROOF OF PUBLICATION Account # DTI# Identification Amount: 310864 064514 320492 PUBLIC HEARING $112.32 Ordered by: P.O. # Rate Run Dates SHELBY NT AUGUST 18, SEPTEMBER 1, 2000 CITY OF MERIDIAN Number of Lines 33 E. IDAHO AVE. 78 MERIDIAN, IDAHO 83642 Affidavit Legal # 1 8109 to 5, review LEGAL NOTICE PUBLIC HEARING IS HEREBY GIVEN pursuant nances of the City of Meridian NSOf tmhe City of IMer'd antwill is hearing at the Meridian City st Idaho Street, Meridian, Ida- tour of 7:30 p.m. on September the purpose of reviewing and I me applications of: enridran for consideration and ranges to the Lana- r consideration and ranges to the Notice allowing first-class ed mail for notifica- for a variance from oot block length for on generally located i south of Overland opment ,Company, and zoning of 52.90 R-4 for proposed ion generally located and east of Ten Mlle JANICE HILDRETH, being duly sworn, deposes and says: That she is the Principal Clerk of The Idaho Statesman, a daily newspaper printed and published at Boise, Ada County, State of Idaho, and having a general circulation therein, and which said newspaper has been continuously and uninterruptedly published in said County during a period of twelve consecutive months prior to the first publication of the notice, a copy of which is attached hereto: that said notice was published in The Idaho Statesman, in conformity with Section 60-108, Idaho Code, as amended for: TWO consecutive weekly single aconsecutive daily ~X odd skip insertion(s) beginning with the issue of: AUGUST 2 8 2000 and ending with the issue of: SEPTEMBER 1 2000 Primelana Yevrroprnem ~.v,„ro..,, LP, for a Conditional Use Permit to con- ~isting ofp106 buildabledlotsl fornproposed STATE OF IDAHO ) 3ridgetower Subdivision generally located forth of Ustick Road and Ten Mile Road; )SS Primeland Development Company, approval for '; I.LP, for Preliminary Plat COUNTY OF ADA , xoposed Bridgetower Subdivision of 106 s ! 2 acr n 4 a ~ i On this 1 day of SEPTEMBER in the year of 2000 e 6. o 19 Common Iot lo9 end park in a Proposed R-4 zone generally located I Mile Road; d T before me, a Notary Public, personally appeared before me Janice Hildreth en north of Ustick Road an Primeland Development Company, 000-foot max- 1 f th i known or identified to me to be the person whose name subscribed to the declared that the state- rn fi l t d i b , e ance o LLP, for a var imum block length for proposed Bridge- ~ , rs u y swo ng y me within instrument, and be rower Subdivision generally located north ments therein are true, and ac wledged to me that she executed the same. of Ustick Road and Ten Mile Road; Diversified /Dakota Com- Developers . pany for Preliminary /Final Plat approval of 10.99 acres with three building lots in an i I-L zone for proposed Presidential Subdi- ~ vision generaliv located on the southeast; ~ Darol Forsythe !Seven Gates Proper- . Notary Public for Idaho ties for a variance for reduction of the Residing at: Boise, Idaho " landscaping requirements to allow new construction site to match existing and ~~~r,~~~~ra~ ~Ny~~~s;ion expires: Z -' ~~, typical in the area and subdivision gener- ally located at Lots 8, 9 and 10 of Block 1 . • ~ tiA ~• ~{, ••.••••~ 9G °° ` ~ • • in the Layne Industrial Park Subdivision; . • • The Bower Street, LLC, fora variance to reduce the number of required trees to : Q~ : : ~ ' ' ' 4 ~ ~ T A R ~' 25 two-inch Caliper trees in lieu of 37 ; ~ ~ three-inch Caliper trees due to the possi- ble unavailability of three-Inch Caliper eraliv located on the southwest k ~ ~~~ ~ ~ ~ e :. gen stoc corner of Bower Street and East 5th * ~ o I r/ B LZG ~ - Streeti j tr~••• •i O w ° • • ` Pub. Aug. 18, Sept.l, 2000 .. 8109 •,° '9T ••••••• ~ •~` ~. ~.=~ ~^ HUB OF TREASURE VALLEY ' MAYOR Robert D. Come CITY COUNCIL MEMBERS Ron Anderson Keith Bird Tammy deWeerd Cherie McCandless A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 (208) 888-4433 • Fax (208) 887-4813 City Clerk Office Fax (208) 888-4218 LEGAL DEPARTMENT (208)288-2499 • Fax 288-2501 PUBLIC WORKS BUILDING DEPARTMENT (208)887-2211 • Fax 887-1297 PLANNING AND ZONING DEPARTMENT (208) 884-5533 • Fax 888-6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS ..WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission, please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: March 8, 2001 Transmittal Date: February 20, 2001 Hearing Date: March 15, 2001 File No.: AZ 01-003 Request: Annexation and Zoning of 371.42 acres in proposed R-4 and C-G zones for proposed Bridgetower Crossing Subdivision By: Primeland Development Co., LLC Location of Property or Project: 2420 Ustick Road Sally Norton, P/Z Bill Nary, P/Z Jerry Centers, P/Z Richard Hatcher, P2 Keith Borup, P2 Robert Come, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department Sanitary Service Building Department Fire Department Police Department City Attorney City Engineer City Planner Parks Department (Residential Applications only) Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department Gen - 26 PP/FP/PFP - 30 AZ - 27 BEFORE THE MERIDIAN CITY COUNCIL IN THE MATTER OFRT11HELAND ) APPLICATION OF P DEVELOPMENT COQ., PLLA~T OOR ) APPROVAL OF FIN BRIDGETOWER SUOBRT SOION j NO. 1, LOCATED N USTICI~ ROADMERIDIAN, ) TEN MILE ROAD, ~ IDAHO ) CASE NO. FP-00-025 C/C 01/16/01 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT This matter coming before the City Council for Final Plat approval pursuant to Meridian City Code § 12-3-7 on January 2, 2001, and tabled to January 16, 2001, and the Council finding that the Administrative Review is complete which has included certain comments and conditions as stated in a letter to the Mayor and Council from Bruce Frecldeton, Engineering Technician III, and Shari Stiles, Planning and Zoning Administrator, listing 11 General Comments and 24 Site Specific Comments, which are herein found fair and reasonable, and at the January 16, 2001 meeting, Shari Stiles, Planning and Zoning Administrator, commented at the hearing, and Beclcy Bowcutt, Beclcy Bowcutt Planning Services, testified on behalf of the Applicant, and Frank Varrialle, appeared and testified, and the Council having considered the requirements of the preliminary plat the Council takes the following action: FILE COPY ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR BRIDGETOWER SUBDIVISION NO. 1 (FP-00-025) - 1 FILE COPY BEFORE THE MERIDIAN CITY COUNCIL C/C 01/16/01 IN THE MATTER OF THE APPLICATION OF PRIMELAND DEVELOPMENT CO., LLP, FOR APPROVAL OF FINAL PLAT FOR BRIDGETOWER SUBDIVISION NO. 1, LOCATED NORTH OF USTICK ROAD AND EAST OF TEN MILE ROAD, MERIDIAN, IDAHO CASE NO. FP-00-025 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT This matter coming before the City Council for Final Plat approval pursuant to Meridian City Code § 12-3-7 on January 2, 2001, and tabled to January 16, 2001, and the Council finding that the Administrative Review is complete which has included certain comments and conditions as stated in a letter to the Mayor and Council from Bruce Freclcleton, Engineering Technician III, and Shari Stiles, Planning and Zoning Administrator, listing 11 General Comments and 24 Site Specific Comments, which are herein found fair and reasonable, and at the January 16, 2001 meeting, Shari Stiles, Planning and Zoning Administrator, commented at the hearing, and Beclcy Bowcutt, Beclcy Bowcutt Planning Services, testified on behalf of the Applicant, and Frank Varrialle, appeared and testified, and the Council having considered the requirements of the preliminary plat the Council takes the following action: ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR BRIDGETOWER SUBDIVISION NO. 1 (FP-00-025) -1 FILE COPY BEFORE THE MERIDIAN CITY COUNCIL C/C 01/16/01 IN THE MATTER OF THE ) APPLICATION OF PRIMELAND ) DEVELOPMENT CO., LLP, FOR ) APPROVAL OF FINAL PLAT FOR ) BRIDGETOWER SUBDIVISION ) NO. 1, LOCATED NORTH OF ) USTICK ROAD AND EAST OF ) TEN MILE ROAD, MERIDIAN, ) IDAHO ) CASE NO. FP-00-025 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT This matter coming before the City Council for Final Plat approval pursuant to Meridian City Code § 12-3-7 on January 2, 2001, and tabled to January 16, 2001, and the Council finding that the Administrative Review is complete which has included certain comments and conditions as stated in a letter to the Mayor and Council from Bruce Freclcleton, Engineering Technician III, and Shari Stiles, Planning and Zoning Administrator, listing 11 General Comments and 24 Site Specific Comments, which are herein found fair and reasonable, and at the January 16, 2001 meeting, Shari Stiles, Planning and Zoning Administrator, commented at the hearing, and Beclcy Bowcutt, Beclcy Bowcutt Planning Services, testified on behalf of the Applicant, and Frank Varrialle, appeared and testified, and the Council having considered the requirements of the preliminary plat the Council takes the following action: ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR BRIDGETOWER SUBDIVISION NO. 1 (FP-00-025) -1 n ~ IT IS HEREBY ORDERED THAT: 1 • The Plat of "BRIDGETOWER SUBDIVISION NO. 1" as evidenced in Plat bearing "PLAT OF BRIDGETOWER SUBDIVISION NO. 1, A PORTION OF THE SOUTH 1/z OF SECTION 35, T. RN., R.1 W., B.M., ADA COUNTY, IDAHO 2000, SHEET 1 OF 2, /0601 \0601-PLT.DWG BIB 11/O1/00, STAMPED NOV O1 2000, By: BRIGGS ENGINEERING, INC., and PRIMELAND DEVELOPMENT CO., LLP, Developer", is Conditionally Approved subject to those conditions of Staff comments as set forth in the Memorandum to the Mayor and City Council from Bruce Freclcleton, Engineering Technician III, and Shari Stiles, Planning and Zoning Administrator, dated December 28, 2000, listing 11 General Comments and 24 Site Specific Comments, and Applicant's response letter by and through Beclcy Bowcutt Planning Services, dated December 29, 2000, true and correct copies of which are attached hereto marked Exhibit "A", and consisting of eight pages, and by this reference incorporated.herein, with the additional requirements that: 1.1 Additionally, at the City Council meeting on January 16, 2001, action taken by the Council consisted of the following pertaining to the tiling of the ditch: The City of Meridian will waive the requirement for tiling of the Creason Lateral Ditch for a portion of the property. The portion waived is on the North side of the applicant's parcel that is also contiguous to property owned by Leonard Huslcey. In lieu of tiling this section of ditch, the applicant will construct a six foot perimeter fence on that boundary. Additionally, the applicant will have to obtain the Nampa & Meridian Irrigation District's approval for the fence. ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR BRIDGETOWER SUBDIVISION NO. 1 (FP-00-025) _ 2 r On the western boundary, the applicant has to post a bond or a letter of credit for a three (3) year time period, and which may be renewed for additional three (3) year periods for an amount of estimated costs of construction or tiling of one-half ('/z) of the Creason Lateral along the western boundary of the property. 1.2 The Central District Health Department requires after written approval from the appropriate entities are submitted, they can approve this proposal for central sewage and central water; that plans must be submitted to and approved by the Idaho Department of Health and Welfare, Division of Environmental Quality for central sewage and central water; that run-off is not to create a mosquito breeding problem; and it is suggested that stormwater be pretreated through a grassy swale prior to discharge to the subsurface to prevent impact to groundwater and surface water quality; that engineers and architects should obtain current best management practices for stormwater disposal and design a stormwater management system that is preventing groundwater and surface water degradation. Manuals for guidance: 1.2.1 State of Idaho Catalog Of stormwater Best Management Practices For Idaho Cities And Counties. Prepared by the Idaho Division Of Environmental Quality, July 1997. 1.2.2 stormwater Best Management Practices Guidebook. Prepared by City of Boise Public Worlcs Department, January 1997. 2~ The final plat upon which there is contained the Certification and signature of the City Clerlc and the City Engineer verifying that the plat meets the City's requirements shall be signed only at such time as: a. The Plat dimensions are approved by the City Engineer; and b. The City Engineer has verified that all off-site improvements are completed and/or the appropriate letter of credit or cash has been ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR BRIDGETOWER SUBDIVISION NO. 1 (FP-00-025) _ 3 ~"1 issued guaranteeing the completion of off-site and required on-site improvements. l~ ~~ By action of the City Council at its regular meeting held on the day of ~G~iu~c ~ , 2001. By• Copy served upon Applicant, the Planning and Zoning Department and the Public Works Department. ~\~~ C~ {~~F,y,. i~~ir~ G~ G~cpcF;~ rF ~ ~~~ By ated: ~ l -~~ ~~' ~ y ity Clerlc ~ ~,, ~~~~~ ~ ~; msg/Z:\Work\~I\Meridian\Meridian 15360M\BridgeTower AZ017 CUP043 PP017\FPOrder025 '~ ~~l ,~.,, '' ~' ~ ~ ~ '~l' . - J', L,-a 9 ~- ' ~t ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR BRIDGETOWER SUBDIVISION NO. 1 (FP-00-025) - 4 w INTER-OFFICE MEMO Right-of-6~Va~~ c~ Development Department June 1, 2001 Planning c~ Development Division To: ACHD COMMISSION RECEIVED From: Planning & Development SUN ' 8 2~~1 Subject: Final Plat: BRIDGETOWER CI'I`~' OF MERIDIAN Meeting Date: JUNE 13, 2001 FACTS & FINDINGS: 1. BRIDGETOWER is a 55-lot Residential subdivision on 18.05-acres. This site is located north of Ustick Road and east of Ten Mile Road. 2. The preliminary plat was approved on August 9, 2000. All conditions of the preliminary plat has been satisfied. RECOMMENDATION: 1. Approve the final plat of BRIDGETOWER and authorize the President to endorse. SUBMITTED BY: DATE OF COMMISSION APPROVAL PLANNING & DEVELOPMENT STAFF ,:. _---_-_= - ~-~=~a_ - $~mz"o6~ € Ff oe> ~ 9g ~ c~ z~ ~~z~' JR _ ~p nz R~ Dg?;o'r7'6 ~ he c~z o° c ^ __ x ~ 9iZ $"'-moo $ ~ >_ s ~ n za' ~~fT~~ ~ p~m ~ °: ~ g g~ a _°s~ $~~~~h ~ ~ "~m o ~ _~ ~ ~ ;_~~>H 'a N ~ ~_ g q,~, ~~~ ~ ~ ~ g ~~ ~ ~ z R a € •~ ~koN$ £ 96 ~ _ ~ 8 ~ N gss~~~a`e~"854~~ atl8scs- as~~$°ssa~sais8~ ,.^iswY~m~~k~~9s~ °: RUVmPd Y=a'N=~~ i 11i ~f~ I I . o •00 i ~ 1 I~ ~ € ~ ~ ¢ A ~~€~~~~~ a ~ Nm~ 3~a :'~~~ Ha ~~ ~~e ~ ~ sS~i~' a ~ ~a:~~o ~ ~5'SS5'g^ m n~ 0 ~ ~ m ~ ~ ° _.~ a0°~ Sa mg° meo ^•~ ~ o a m x.. ~ w r n OOO *s g a~ ~.. ', 8 Y` ~.: jlf ) 11. TE71 YNE ROAD wg~ ~ I 1 ~~' >f'' ~ I ao' UNPL,,TrED 'o„ ~' e x u B ^fs a~> ~~ l ~ N ~rSaz xRi 1 ~~ I I ~~ ~ ~~ &Y ~~ 1 s I >;. ~J _ z i 1 h' y~ r,.4~ ~ .~e 'hits its .$ I 'Y ~ x OPU'dY[ ~ ~ y I ti - "'r8r t~ 8 ~~~ p. 1 BLK 3xm«srt i~am'--~- ~~t A ~ ~t x mu•n w9~n~.A's. G n ro (~ N . ;_ r ~~,'`~' S Yq .~ A91.R~ x "g O S ~)) Q ~~ 8 Y ~$~ f i i~ N ~ 1 ~ ! 1 ~ I. c ~ i ~, a , ~ ~ ~ e%~ I k ~/ k` 'c a ~+ 1 ~rlfY I ~ „ i~ ~ i / / / / / 1 ' ~ : ~' 1 Q / t Rg""+ o ~ I ~~ .o' ~ t i .xrzs ~ ~~~ ~ ' ~ 1 '' 1 ~ i `' / ~ ~: `~ g/ j a~ / . ~ I 1 : 1 ,./ .~ ~~ ea. , ~ i ~ o ~ ~ ~ _ ~\ i s ~~ ~ ~ ~ ~ / ~ ~ l \ / \y \ ~I~ ~r~ p. lMOER pow o ~ v s o `~,~ ~ z o +~i €;~ Z N~ZH d A Q C f m N i ~ o g ~ o ~ x-.i p~ Z N ~~ F~ xy ~~ - i i i ~/ i ~ ~ A ~ // 1` ~I A ~ i // i i i i i ~ ~_) ,. /~ ~~ Z VICINITY MAP A PORTION OF THE SOUTH 1/2 OF SECTION 35, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. ADA COUNTY, IDAHO WHITE PETERSON WHITE, PETERSON, MORROW, GIGRAY, ROSSMAN, NYE & ROSSMAN, P.A. ATTORNEYS AT LAW JULIE KLEIN FISCHER CHRISTOPHER S. NYE WM. R GIGRAY, 111 PHILIP A. PETERSON BRENT JOHNSON ERIC S. ROSSMAN D. SAMUEL JOHNSON TODD A. ROSSMAN LARRY D. MOORE DAVID M. SWARTLEY WILLIAM A. MORROW TERRENCE R. WHITE** WILLIAM E NICHOLS* *ALSO ADMITTED IN OR '•ALSO ADMITTED M WA 200 EAST CARLTON AVENUE, SUITE 31 POST OFFICE BOX 1150 MERIDIAN, IDAHO 83680-1150 TEL (208) 288-2499 FAX (208) 288-2501 Email via Internet @ wfg@wppmg.com January 18, 2001 William G. Berg, Jr. City Clerlc 33 East Idaho Street Meridian, Idaho 83642 NAMPA OFFICE 104 NINTH AVENUE SOUTH POST OFFICE BOX 247 NAMPA, IDAHO 83653.0247 TEL (208) 466.9272 FAX (208) 466.4405 PLEASE REPLY TO MERIDIAN OFFICE E,ECEIVED JAN 2 3 2001 CITY QF MER,IDIAN Re: PRIMELAND DEVELOPMENT, CO., LLP / BRIDGETOWER SUBDIVISION NO. 1 FINAL PLAT (FP-00-025 ) Dear Will: Regarding the above referenced matter, please find enclosed the origi11a1 of the ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT for approval and signature by the Mayor and yourself. Please serve a copy of the ORDER upon the Applicant, with a Certificate of Service in the file and a copy to Planning and Zoning and Public Worlcs. If you have any questions, please give me a call. Very Wm. F. Nichols msg/Z:\Work\M\Meridian\Meridian 15360M\BridgeTower AZ017 CUP043 PP017\C1erk011901FPORDER.Ltr January 11, 2001 FP 00-025 MERIDIAN CITY COUNCIL MEETING January 16, 2001 APPLICANT Primeland Development ITEM NO. 13 REQUEST Final Plat approval of 54 buidling lots and 8 other lots on 19.08 acres in an R-4 zone for Bridgetower Subdivision No. 1 -north of West Ustick Road and east of North Ten Mile Road AGENCY COMMENTS CITY CLERK: See Previous Item Packet CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: CITY SEWER DEPT: ,<,k. r'~ ~~ ~~`' ~~,i MERIDIAN SCHOOL DISTRICT: ~,~' MERIDIAN POST OFFICE: ~~ r g~ ~~~ ," ~~ ADA COUNTY HIGHWAY DISTRICT: ~ ~` SANITARY SERVICE COMPANY ~ ~ '~ CENTRAL DISTRICT HEALTH: ~„~~ NAMPA MERIDIAN IRRIGATION: o`~ , SETTLERS IRRIGATION: ,~ J ~~ IDAHO POWER: US WEST: INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: OTHER: Contacted: ~~'i-i~~..~ ~°~t;V'v (i.L~_.,~- .., ~,~'~s> Date: I °~--~ ~ i Phone: `~'~~-~ `" ~ ~G~. Matedafs preserNed at pubic mee#ings shah become property of the City of Meridian. December 29, 2000 FP 00-025 MERIDIAN CITY COUNCIL MEETING January 2, 2001 APPLICANT Primeiand Development Co., LLP ITEM NO. 12 REQUEST Final Plat approval of 54 building lots and 8 other lots on 19 08 acres in an R-4 none for Brldgetower Subdivision Nn. 1 AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: CITY SEWER DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: SANITARY SERVICE COMPANY CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IDAHO POWER: US WEST: INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: See Aflached Comments OTHER: See attached comments from a licant ,; Contacted: ~~ r le,~ ~ '~;I; t,t-' ~,ti; ~ ~ ~! ~ ~% . Date: _' Z~ I;% Phone: Matedala presented at publk meetings shall become property of the City of Meridian. COMMENTS See attached comments See attached comments Public Safety Concerns No Remarks No Comment f C ~f~ ~I ,~ ,~ north of W. Usfick Road andeast of N. Ten Mile Road HUB OF TREASURE L'ALLEY i~fAYOR A Good Place to Live LEGAL DEPARTMENT Robert D. Come CITY OF MERIDIAN (208) 288 2499 • Fax 28R-2501 CITY COUNCIL MEMBERS PUL3LIC WORKS Ron Anderson 33 EAST IDAHO BLIILDING DEPr1RTMENT Keith Bird MERIDIAN, IDAHO 83642 (208) R87-2211 • Fax 887-1297 Tammy deWeerd (208) 888-4433 • F.AX (208) 887-4813 PL.AiVNING AND ZONING City Clerk Office Fax (208) 888-4218 llEPARTMENT Cherie McCandless (208) 884-5533 • F:'1X 888-6854 Ec~ ~ ~ ~_:::~ MEMORANDUM: ~! ~ C 2 $ 2~~.~ December 27, 2000 To: Mayor & City Council cI'~' OF MERI~IIA~r From: Bruce Freckleton, Assistant to City Engineer~~ Shari Stiles, Planning & Zoning Administrator Re: Request for a Final Plat Approval of Bridgetower Subdivision No. 1 - 54 Single-family Building Lots on 19.08 Acres in an R-4 Zone (with PUD) by Primeland Development Co., LLP (File# FP-00-025) We have reviewed this submittal and offer the following comments, as conditions of the applicant. These conditions shall be considered in full, unless expressly modified or deleted by motion of the Meridian City Council: LOCATION The property included in this development is located on the north side of Ustick Road, approximately 1,900 feet east of Ten Mile, immediately across Ustick Road from Tumble Creek and Fieldstone Meadows Subdivisions. Five Mile Creek borders the subdivision on the south. The property is located in an area designated asSingle-family Residential in the Comprehensive Plan. Five Mile Creek is designated as a multiple-use pathway in the Comprehensive Plan. SURROUNDING PROPERTIES The surrounding uses are as follows: North -Agricultural, zoned RT (Ada Co.) South - Asingle-family home with accessory agricultural equipment, zoned RT (Ada Co.); Fieldstone Meadows Sub, zoned R4; and Tumble Creek Sub, zoned R4. East -Agricultural and single-family homes, zoned RT (Ada Co.) West -Single-family home on 4.2 acres, zoned R4 in Meridian (parcel was approved at one time as Bramble Wood Subdivision) SITE SPECIFIC COMMENTS 1. Applicant i to meet all terms of the approved preliminary plat, conditional use permit and development agreement. 2. The Developer shall be responsible for payment of water assessment fees for any common areas proposing to use City water as a backup source. Applicant has indicated the Creason Lateral will be used as the pritna~y source, with Five Mile Creek providing the backup source of water. Fr-oo-o2s Bridgetower Sub. No. 1 Mayor and Council December 27, 2000 Page 2 3. Street signs are to be in place, water system shall be approved and activated, pressurized irrigation system approved and activated, drainage lots constructed, fencing installed, and road base approved by the Ada County Highway District prior to applying for building permits. All development improvements shall be installed and approved prior to obtaining certificates of occupancy. A letter of credit or cash surety in the amount of 110% will be required for all fencing, landscaping, pressurized irrigation, sanitary sewer, water, etc., prior to signature on the final plat. 4. Please add or revise the following notes: (12) ...and shall be used for landscape and l~ee~ie~s pedestrian access. S. Change the year of platting to 2001 and add "Meridian" to the situate statement. 6. Sanitary sewer and water service to this site shall be via extensions from existing mains installed adjacent to the proposed subdivision. Applicant will be responsible to construct the sewer and water mains to and through this proposed development. Subdivision designer to coordinate main sizing and routing with the Public Works Department. Sewer manholes are to be provided to keep the sewer lines on the south and west sides of the centerline. 7. Underground pressurized irrigation must be provided to all landscape areas on site. Applicant has not indicated whether the pressurized irrigation system within this development is to be owned and maintained by an association or the Nampa & Meridian Irrigation District. If the system is being proposed as a private system, plans and specifications for the irrigation system shall be reviewed by the Public Works Department as part of the development plan review process. A draft copy of the pressurized irrigation system O&M manual must be submitted prior to plan approval. 8. The soils investigation report submitted with the application indicates that groundwater was encountered at some fairly shallow depths within the project site. Design engineer to provide a statement of compliance, prior to the approval of development plans, that certifies that the centerline finish grade of the streets, public or private, is at least three feet above the established normal ground water elevation. This is an effort to ensure that the building footings are at least one foot above the high groundwater. 9. An irrigation pump station is proposed within the 100-year floodplain on Lot 1, Block 1. The future base floor elevation of this structure must be raised a minimum of 12 inches above flood plain elevation. 10. As a condition of the plat, Applicant shall be required to construct open-vision fencing or four- foot-high solid fencing (max.) along both sides of any pathways (including adjacent to Five Mile Creek). The developer shall place a deed restriction on the residential lots adjacent to all pathways to prohibit the construction of any solid fencing on the residential lot higher than four feet on the sides adjacent to the pedestrian walkway lot. FP-00-0ZS Bridgetower Sub. No. 1 Mayor and Council December 27, 2000 Page 3 11. Please show all existing permanent sanitary sewer construction easements on the final plat map. No building lots shall be allowed to encroach within any permanent sanitary sewer easement, and no lot improvements shall be allowed to encroach within the temporary construction easement until such time as construction is complete arni the temporary easement is released per the terms of the easement. No building permits shall be issued on any lot bordering the north side of the Five Mile Creek, until such time as the relief sanitary sewer main is built. 12. Applicant is proposing to leave the Cresson Lateral open until such time as the adjacent property is developed. Applicant shall be required to provide a letter of credit or cash in the amount of 110% for tiling of the ditch prior to signature on the final plat. 13. Provide a copy of the executed encroachment agreement with Nampa-Meridian Irrigation District, indicating how the land underlying their easements may be used, prior to signature on the final plat. If encroachment of the Cresson Lateral is not granted, the easement area will need to be removed from the building lots. 14. Add the Right to Farm note to the plat due to adjacent agricultural uses. 15. As the Bureau of Reclamation (BOR) owns the Five Mile right-of--way in fee simple and the future pathway location will beoff-site from this subdivision (i.e., there is no easement involved), staff requests that the Applicant coordinate pathway improvements with the Meridian Parks Director. A micro pathway shall be constructed on Lot 14, Block 4, to pravide access to the Five Mile Creek pathway. 16. Applicant is to obtain an easement within the Five Mile Creek right-of--way for the sewer connection to serve the subdivision in the southwest corner of the development prior to signature on the final plat. 17. Applicant is to obtain easements for sewer, water and bridge crossing within the Five Mile Creek right-of--way where N. Towerbridge will cross prior to signature on the final plat. 18. Show centerline and width ofright-of--way for Five Mile Creek on the plat. 19. The subdivision boundary legal description indicates that the boundary of the subdivision follows the right-of--way of the Creason Lateral; however, it appears that the Cresson Lateral encroaches within the subdivision. Please clarify and correct. 20. Correct the closing callout of the legal description to match the boundary. 21. Complete the Certificate of Owners and accompanying Acknowledgment. 22. The landscape plan submitted with the final plat application needs additional detail for review. The plan must include sizes and species of trees, shrubs, berming/swale details, and all proposed ground cover/treatment. Fencing locations and details are not adequately depicted to determine compliance with conditions of approval. No fencing will be permitted within the FP-00-025 Bridgetower Sub. No. 1 Mayor and Council December 27, 2000 Page 4 required landscape buffers. A letter of credit or cash surety in the amount of 110% will be required for all fencing, landscaping, pressurized irrigation, sanitary sewer, water, etc., prior to signature on the Final Plat. Perimeter fencing shall be installed prior to applying for building permits. Please submit revised plan to incorporate fencing in accordance with the conditions of approval. All landscaping is to be complete prior to obtaining Certificates of Occupancy. 23. Any subdivision signage shall be located outside of the 40'x40' sight triangle or be less than three feet high. 24. Staff s failure to cite specific ordinance provisions or terms of the approved preliminary plat, conditional use permit or development agreement does not relieve Applicant of responsibility for compliance. GENERAL REQUIREMENTS 1. All irrigation ditches, laterals or canals, exclusive of natural waterways, intersecting, crossing or lying adjacent and contiguous to the area being subdivided shall be tiled per City Ordinance 12-4-13. Plans will need to be approved by the appropriate irrigation/drainage district, or lateral users association, with written confirmation of said approval submitted to the Public Works Department. 2. Any existing domestic wells and/or septic systems within this project will have to be removed from their domestic service per City Ordinance Section 9-1-4 and 9-4-8. Wells may be used for non-domestic purposes such as landscape irrigation. 3. Two-hundred-fifty- and 100-watt, high-pressure sodium streetlights will be required at locations designated by the Public Works Department. All streetlights shall be installed at subdivider's expense. Typical locations are at street intersections and/or fire hydrants. Final design locations and quantity are determined after power designs are completed by Idaho Power Company. Street light contractor to obtain design and permit from the Public Works Department prior commencing installations. 4. Compaction test results must be submitted to the Meridian Building Department for all lots receiving engineered backfill. 5. Submit "Final" letter from the Ada County Street Name Committee, approving the subdivision and street names. Make any corrections necessary to conform. 6. Sewer and water mains shall be extended to and through the proposed development. 7. Applicant's engineer will be required to submit a signed, stamped statement certifying that all street finish centerline elevations are set a minimum of three feet above the highest established normal groundwater elevation. 8. Coordinate fire hydrant placement with the City of Meridian's Water Works Superintendent. FP-00-025 Bridgetower Sub. No. I Mayor and Council December 27, 2000 Page 5 9. Provide five-foot-wide sidewalks in accordance with City Ordinance Section 12-5-2.K. Sidewalks aze to provide a clear five-foot-wide walkway pathway without encroachment of mailbox structures. 10. Submit three copies of the revised Final Plat Map to the Public Works Department for compliance review prior to development plan approval. 11. Please reply in writing to these comments by 12:00 noon on Friday, 12-29-00. Fr-oo-o2s Bridgetower Sub. No. l CENTRAL CENTFt~L DISTRICT HEALTH DEF~RTMENT •• DISTRICT Return to: ~iRHEALTH Environmental Health Division ^ Boise DEPARTMENT R~1 CEIV~i j~ ^ Eagle Rezone # DEC 1 4 2000 ^ Garden City Conditional Use # CITY OF N~RYl~It~"~' Meridian ^ Kuna Preliminary Final Short Plat ~~ PAD -C~ ~-5- ^ ACZ ,~~~.1~ ,~ f ,..~ ~~ ~..~ '~~ ^ Star ^ 1. We have No Objections to this Proposal ^ 2. We recommend Denial of this Proposal. ^ 3. Specific knowledge as to the exact type of use must be provided before we can comment on this Proposal. ^ 4. We will require more data concerning soil conditions on this Proposal before we can comment. ^ 5. Before we can comment concerning individual sewage disposal, we will require more-data conceming the depth of: ^ high seasonal ground water ^ waste flow characteristics ^ or bedrock from original grade ^ other ^ 6. This office will require a study to assess the impact of nutrients and pathogens to receiving ground waters and/or surface waters. ^ 7. This project shall be reviewed by the Idaho Department of Water Resources concerning well construction and water availability. 8. After written approval from appropriate entities are submitted, we can approve this proposal for: ntral sewage ^ community sewage system ^ community water well ^ interim sewage central water ^ individual sewage ^ individual water 9. The following plan(s) must be submitted to and approved by the Idaho Department of Health & Welfare, Division o/ f~nvironmental Quality: ntral sewage ^ community sewage system ^ community water ^ sewage dry lines ,l~ central water 10. Run-off is not to create a mosquito breeding problem. ^ 11. This Department would recommend deferral until high seasonal ground water can be determined if other considerations indicate approval. ^ 12. If restroom facilities are to be installed, then a sewage system MUST be installed to meet Idaho State Sewage Regulations. ^ 13. We will require plans be submitted for a plan review for any: ^ food establishment ^ swimming pools or spas ^ child care center ^ beverage establishment ^ grocery store 14. ,~~ E ~~ Sr ors-~~~ Date: ~l~l Gy ter' ll„ ~~w~~~ ~~~ ~~ cn~.~e.~.~.c~~o-mss Reviewed By: ~~~L'~~~~ Review Sheet CDHD 9A0 kc ~-. CENTRAL ~~ DISTRICT ~'HEAETH DEPARTMENT MAIN OFFICE • 707 N. ARMSTRONG PL. • BOISE, ID 83704-0825 • (208) 375-5211 • FA,\' 327-85C0 Tit prevcrrt and treat disease and disability; to promote healthy lifestyles; and to protect acrd promote the health and quality q(our environment. STORM WATER MANAGEMENT RECOMMENDATIONS It is recommended that storm water be pre-treated through a grassy swale prior to discharge to the subsurface to prevent impact to ground water and surface water quality. The engineers and architects involved with the design of this project should obtain current best management practices for storm water disposal and design a storm water management system that is preventing groundwater and surface water degradation. Manuals that could be used for guidance are: State of Idaho Catalog of Stormwater Best Management Practices For Idaho Cities and Counties. Prepared by the Idaho Division of Environmental Quality, July 1997. Stormwater Best Management Practices Guidebook. Prepared by City of Boise Public Works Department, January 1997. Serving Valley, Elmore, Boise, and Ada Counties Ada /Boise County Office Ada-WIC Satellite Office Elmore Countyy Office Valley County 0flice 707 N Armsrong PI. 1606 Robert St. 520 E. 8th Street N. 703 N. 1 st Street Boise. ID 83704 Boise. ID 83705 Mountain Home. ID 83647 P.O Box 1448 Enviro. Health: 327-7499 Ph. 334-3355 Enviro. Health: 587-9225 McCall. ID. 83638 gamily Planning: 327-7400 FAX 334-3355 Family Health: 587-4407 Ph. 634-7194 m.munizations 327-7450 WIC: 587-4409 FAX: 634-2174 Senior Nutrition: 327-7460 FAX: 587-3521 WIC 327-7488 SAX 327-8500 Dec 29 00 179:38a r. BECKY BlWCOTT PLANNING SERVICES 11283 W. Hickory Dale Boise, Idaho 83713 December 29, 2000 City of Meridian Attn: Shari Stiles, Bruce Freckleton and Will Berg 200 E. Carlton, Suite 201 Meridian, Idaho 83642 Re: Bridgetower Subdivision No. 1 (Responses to staff comments on the final plat) SITE SPECIFIC COMMENTS: 1. The applicant agrees. 2. The applicant agrees. 3. The applicant agrees. REcE' ~~~ DEC 2 9 2000 CITY OF 1VIERIIIIAN 4. The applicant cannot exclude the word homeowner's from the pedestrian acecss statement. The Ada County Engineer will require the word homeowner's to be added. If the word is omitted, any pathway or sidewalk will be dedicated to City. I would recommend an alternative solution sucb as a public easement document. However, the easement must be recorded either prior to the recording or after the recording of the final plat. The easement cannot be created on the final plat. 5. The applicant will comply. 6. The applicant will comply 7. The applicant will comply. The applicant will not transfer ownership of the pressuce irrigation system to Nampa-Meridian Irrigation District. 8. The applicant's engineer will provide the required documentation. 9. The applicant intends to locate the pump station outside the floodplain. If the pump station cannot be located outside the floodplain area, the applicant will comply with this requirement. 10. The applicant will comply. The applicant intends to construct a (4) foot solid fence with a (2) lattice top. We believe this type of fencing will allow some privacy yet preserve visibility for safety purposes. 11. The applicant has concerns about this provision which severely hampers his ability to develop the first phase. The Public Works Department assured the applicant that the Five Mile Relief Sewer Line would be constructed in the fall of 2000 and that this condition of approval would be a non- issue. It is my understanding that no construction has taken place on the proposed line. If this p.2 DEC 29 '88 09 52 PAGE.~2 Dec 29 00 09:39a 1`1 condition is imposed, we cannot install our pressure irrigation line creating the necessary loop to provide adequate service. No building permits along the creekside also creates a problem. We would like to discuss this issue and the time frame for installation of the Relief Line by the City. 12. The applicant will bond for the piping of the Cresson Lateral which will be accomplished in a later phase. The applicant agrees to pipe only the area of the Cresson which is on his property. A portion of the Cresson Lateral resides solely on the neighboring property owned by Mr. Husky. We will not pipe the portion of the Cresson which is not on the subject property. 13. The applicant will comply. 14. The applicant will comply. 15_ The applicant will coordinate with the Parks Department and will construct the micro-path on Lot 14 Block 4. The applicant wants the record to reflect that the Five Mile Creek corridor consisting of a 140 foot width is outside the subject property and is owned by the Bureau of Reclamation. 16. The applicant will obtain a License Agreement from Nampa-Meridian Irrigation District for the sewer line location within the Fyve Mile Creek right-of-way. The applicant can obtain a consent letter from the Bureau of Reclamation, However, I do not believe the Bureau of Reclamation dedicates right-of--way or grants easements. This assumption is based upon my conversations with John Caywood, representative for the Bureau. 17, The applicant will obtain License Agreements and letters of consent. I do not believe Nampa-Meridian or Bureau of Reclamation grant easements. 18. The applicant will comply. 19. The applicant will have the plat corrected. 20. The applicant will have the plat corrected. 21. The applicant will comply. 22. The applicant will have the landscape architect provide the additional information requested. 23. The applicant will comply. 24. The applicant understands. GENERAL REQUIZZEMENT$: 1. 1"he applicant intends to bond for those portions of the Cresson Lateral which are adjacent to this phase yet reside on a future phase. The applicant will not pipe any portion of the Cresson Lateral which is located on the Husky parcel. Five Mile Creek adjoins the property and will not be piped since it is a natural drainage waterway. 2. The applicant will comply. The applicant may utilize an existing well located in the park area as a secondary source for pressure irrigation. 3. The applicant will comply. 4. The applicant will comply. 5. The applicant will comply. p . ;~ DEC 29 '08 89:52 PAGE.O~ Dec z9 00 09:39a 6. The applicant will comply. 7. The applicant will comply. 8. The applicant will comply. 9. The applicant will comply. 1Q. The applicant will comply. 11. The applicant wil[ comply. p.4 DEC 29 '88 09 52 PAGE.04 ,J~°LCi~~`~f ~'` B-.QUEST FOR SUBDIVISION APPR~AL --i T_ ~IOV Q ~ ~Uu0 ~~ ~ ~ ~ ~ `"~' FINAL PLAT t_,i"1 ~ ~; ~~ G &~~ DEC Q ~ ~0~~1 PLANNING AND ZONING COMMISSION t~~~ ~~. ~, F ~I:TBMISSION• FP-~-o'L5 1 .._. A request for preliminary plat approval must be in the City Clerks possession no later than three days following the regular meeting of the Planning and Zoning Commission. The Planning and Zoning Commission will hear the request at the monthly meeting following the month that the request was made. After a proposal enters the process it may be acted upon at subsequent monthly meetings provided the necessary procedures and documentation are received before 5:00 P.M., Thursday following the Planning and Zoning Commission action. GENERAL INFORMATION 1. Name of Annexation and Subdivision: _ Brid~etower Subdivision No 1 2. General Location: _S '/2 Sec. 35, T4N., R1 W. (North of Ustick & East of Ten Mile Roads 3. Owners of record: E. L. Bews & Young Lands Ltd. Address: 5204 Sorrento Circle. Boise ID Zip 83704 Telephone 867-1200 Address: 2420 Ustick Road, Meridian ID ,Zip 83462 Telephone 888-5559 4. Applicant: Primeland Development Co. L.L.P Address: 1111 S. Orchard, Suite 155 Boise ID, Zip 83705 Telephone 385-7310 5. Planner: Becky Bowcutt Firm Becky Bowcutt Planning Services Address: 11283 W. Hickory Dale Boise ID Zip 83713 Telephone 484-3904 Engineer: Kathy Stroschein, P. E. Firm Bri~~s En ineering Inc Address: 1800 W. Overland Road, Boise ID Zip 83705 Telephone 344-9700 6. Name and address to receive City billings - Name: Primeland Development Co LLP Address 1111 S. Orchard, Ste. 155 Boise ID 83705 Telephone 385-7310 FINAL PLAT CHECKLIST: Subdivision Features 1. Acres: 19.08 2. Number of building lots: 54 3. Number of other lots: 8 4. Gross density per acre: 2.83 5. Net density per acre: 3.54 6. Zoning Classification(s): R-4 7. If the proposed subdivision is outside the Meridian City Limits but within the jurisdictional mile, what is the existing zoning classification? N/A 8. Does the plat border a potential green belt? Yes (Five Mile Creek) 9. Have recreational easements been provided for? No (Five Mile Creek R-O-W = 140 Ft 10. Are there proposed recreational amenities to the City? No Explain 11. Are there proposed dedications of common areas? No Explain Five Mile Creek resides on a Bureau of Reclamation property. For future parks? No Explain Brid~etower No. 2 will have a private park 0601.\SUBAPPL-MER-PP (1) ~. ,,^ 12. What school(s) see . ice the area? _ Linder Elementary do you propose any agreements for future school sites? Yes Explain North of Bridgetower 1 & 2, adiacent to McMillan Road in future phases of the proiect 13. Are there any other proposed amenities to the City? No ,Explain 14. Type of Building (Residential, Commercial, Industrial or combination): Residential 15. Type of Dwelling(s) (Single Family, Duplexes,. Multiplexes, other): Single Family 16. Proposed Development features: a. Minimum square footage of lot(s): _ 8,000 b. Minimum square footage of structure(s):. 1,400 c. Are garages provided for? Yes Square footage: 400 d. Has landscaping been provided for: Yes ,Describe 20-30 ft. landscaping-- _alon~ collector roadways and landscaping around the recreation e. Will trees be provided for? Yes ,Will trees be maintained ~ H.O.A. f. Are sprinkler systems provided for? Yes (Installed b~pplicant) g. Are there multiple units ? No Type: Remarks: h. Are there special set back requirements ? No Explain: i. ttas ott street parking been provided for ? Yes Explain: _ Garages & driveways j. Value range of property: N/A k. Type of financing for development: Conventional 1. Were protective covenants submitted? Yes ,Date: 6/30/00 17. Does the proposal land lock other property? No Does it create Enclaves? No STATEMENTS OF COMPLIANCE: 1. Streets, curbs, gutters and sidewalks are to be constructed to standards as required by Ada County Highway District and Meridian Ordinance. Dimensions will be determined by the City Engineer. All sidewalks will be five (5) feet in width. 2. Proposed use is in conformance with the City of Meridian Comprehensive Plan. 3. Development will connect to City services. 4. Development will comply with City Ordinances. 5. Preliminary Plat will include all appropriate easements. 6. Street names must not conflict with City grid system. 9-604 B PRE-APPLICATION MEETING The developer shall meet with the Administrator prior to the submission of the Preliminary Development Plan. The purpose of this meeting is to discuss early and informally the purpose and effects of this Ordinance and the criteria and standards contained herein, and to familiarize the developer with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and such other plans and ordinances as deemed appropriate. The developer may also meet with the Commission or Council prior to submitting an application. 0601\SUBAPPL-MER-PP (2) MAYOR Robert D. Corrie CITY COUNCIL MEMBERS Ron Anderson Keith Bird Tammy deWeerd Cherie McCandless ~- HUB OF TREASURE VALLEY .•-.. A Good Place to Live LEGAL DEPARTMENT CITY OF MERIDIAN ('_OS) 288-2499 • Fax 288-2501 PUBL[C WORKS 33 EAST IDAHO BUILDING DEPARTMENT MERIDIAN, IDAHO 83642 (''_08) 887-2211 • Fax 887-1297 (208) 888-4.433 • Fax (208) 887-4813 PLANN[NG AND ZONING City Clerk Office Fax (208) 888-4218 DEPARTMENT (208) 884-5533 • Fax 888-684 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: December 26 2000 Transmittal Date: December 1 2000 File No.: FP 00-025 Hearing Date: January 2, 2001 Request: Final Plat approval of 54 building lots and 8 other lots on 19.08 acres in an R-4 zone for Bridgetower Subdivision No. 1 By: Primeland Development Co.,LLP Location of Property or Project: North of Ustick Road East of Ten Mile Rd. Sally Norton, P/Z pvo vaR, vac, FP) Kent .Brown, P/Z rroc vaa, vac, FP) Thomas Barbeiro, P/Z Ma vaR, vac, FP) Richard Hatcher, P/Z r~,o vary, vac, FP) Keith Borup, P/Z rroo vaR, vac, FPJ Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department Sanitary Service r~o varr, vac, FP) Building Department Your Concise Remarks: r/` Fire Department ,~ ~ ~ ( ~ nn.•. ~ ei t Police Department ,~~> n ~ L L ~z~ r~ City Attorney ~ t ~(~ ~A htL; ,v ~ ~ City Engineer ~'~ ~,~ p ~;~ ,t; City Planner Parks Department rRea;de~w~oni~ AZ - 27 FP - 24 PP/PFP - 28 VARNAC - 2D CUP - 28 ~' ~~-''~ VE~ D ~ C 2 0 20(l~ ~;ity flf 1Vleridiar~ r';tp ,,"i.~rl~ Office Meridian School District (NcFP) Meridian Post Office (FP~PPoM~ Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP~PPcnlyJ U.S. West (FP~PPCnty} Intermountain GasrFP~PPo~~ Bureau of Reclamation rFP~PP on~h Idaho Transportation Department (NcFP) Ada County ra,,,,eX>~„o~~» f~Uh C~..i ~1C c~°S S T/+x7 , ~.~/ a ~~~~~- HUB OF TREASURE VALLEY MAYOR A Good Place to Live LEGAL DEPARTMENT Robert D. Come (208) 288-2499 • Fax 288-2501 CITY OF MERIDIAN PUBLIC WORKS C1TY COUNCIL MEMBERS Ron Anderson 33 EAST IDAHO BUILDING DEPARTMENT (208) 887-2211 • Fax 887-1297 Keith Bird MERIDIAN, IDAHO 83642 Tammy deWeerd (208) 888-4433 • Fax (208) 887-4813 PLANNING AND ZONING City Clerk Office Fax (208) 888-4218 DEPARTMENT Cherie McCandless (208) 884-5533 • Fax 888-6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: December 26 2000 Transmittal Date: December 1 2000 Hearing Date: January 2, 2001 File No.: FP 00-025 Request: Final Plat approval of 54 building lots and 8 other lots on 19.08 acres in an R-4 zone for Bridgetower Subdivision No. 1 By: Primeland Development Co.,LLP Location of Property or Project: North of Ustick Ten Mile Rd. Sally Norton, P/Z pvc vaR, vac, FP) Kent Brown, P/Z rnro vaa, vac, FP) _ Thomas Barbeiro, P/Z Mo vaR, vnc, FP) _ Richard Hatcher, P/Z rwc vaR, vac, FP) Keith Borup, P/Z rNo vaR, vac, FP) Robert Corrie, Mayor _ Ron Anderson, C/C _ Tammy deWeerd, C/C _ Keith Bird, C/C _ Cherie McCandless, C/C _ Water Department _ Sewer Department _ Sanitary Service rnro vaa, vac, FP) Building Department Your Concise Remarks: Fire Department Police Department City Attorney City Engineer City Planner Parks Department r>ze:;v~,~~o~m Meridian School District MoFP) Meridian Post Office rFP~PPcN~ Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. rFP/PPcnl» U.S. West (FP~PPcN~ Intermountain GasrFP~PPo.,~Y) Bureau of Reclamation (FP~PPcnl~ Idaho Transportation Department rNoFP~ Ada County ranrera~onoNjg AZ-27 FP-24 PP/PFP-26 VARNAC- 20 CUP-28 OCT-30-2000 12 12 SNYDER & ASSOCIATES P.A. P,02~13 ..-. .~. DECLARATION OF COVENANTS, CONDITIOi~S, AND RESTRYCTIpNS FOR BRIDGETOWiER UNIT I SU$DI'VxSJ[ON THIS DECLARATION la made on the last date herein below set forth, by Prirncland Devdopment Company, ~..L.r., an Idaho Id,atitetl Liability Partnership, hereinafter referred to as "Declarant." WHEREAS, Declarant is the owner of certain real property in the County of A,da, State of Idaho, hereinafter referred to as the "property," more particvlarlyr described as follows: ~r.E~u To .sE mrs~xr~l NOW, THEREFORE, Declarant hereby declares that all of said property is and shall be held and conveyed upon and subject to the easements, conditions, covenants, restrictions, and rescavations hereinafter set forth. Said easements, covenants, ~nestrictions, conditions, and reservations shall constitute cavcnanta to run with the Land and shall be binding upon all persons claiming under them, and shall inure to the benefit of and be limitations upon all future Owners of said property or any interest therein. ARTICLE ONE Definitions 1.1 "Association" shall mean and refer to liridgetower Owners Association, L.L.C., an Idaho Limited Liability Company, its successors and assigns. i .2 "Declarant" shall mean and refer to Prixneland Development, L.L.P., an Idaho Limited LiabiUty Partnership, its successors and assigns. "Declaration" shall mean and refer to this entire Declaration of Covenants, Conditions, and Restrictions for Bridgetower l~nit 1 Subdi~vialon. I.3 "Lot' or "Iot" shall mean and refer to any plot of land shown upon any recorded subdivision plat of the property. A "corner lot" is one that is bounded by street to the front of the lot and by another street to the side of the same lot. 1.4 "Common Area" shall mean and refer to those lots and systems (including improvements thereon) owned or to be owned and maintained by the Association fox the common use, enjoyment, or beneft of all Qwnets. The spedfic common area Iots znd systems sae more particularly described in Article Eight to this Declaration. DECLARATION OF COVENANTS. CONDITIONS. AI~II] RESTRrC7IONS FOR BRIDGBTOWER LTNI7 ISUBDIVISION -Page I OCT-30-2000 12 13 SNYDER & ASSOCIATES P.A. ~ P.03~~i3 l.5 `Member" sha11 mean and refer to every person or entity who holds membership in th,e Assodation. There are "Class A Members" and "Class B Members" as mare paxblcularly identified in Article Four. Deelarac-t is the only "Class B Membber." I . b "Mortgage" shaIl mean and rcfcx to any mortgage or deed of trust, and "mortgagee" shall mean and refer to the mortgagee under a mortgage ox the bcnefldary vridtr a deed of trust, and "mortgagor" shall mean axwd refer to the mortgagor of a mortgage or the grantor of a deed of trust 1.7 `Owner" shall mean and refer to the record owner, whether ox~e or znorc persons ox entities, of fee simple title to any lot vvhidt its a part of the property, including contract buyers, but exduding those holding a mortgage or those persons otherwise claix~ning an interest in a lot as security for the performance of an obligation. A `homcowncs~ shall mean and refer to an Owner who has developed a residence on a lot and is using that residence as his and/or her primary residence. 1.8 `Plat" shall mean the recorded plat of $xidgetower Unit 1 Subdivision, of6irial records of Ada County, Xdaho. 1.9 `Setback° shall mean and refer to the minimunn. distance between the lawful location of a residence on a lot from a given street or mad or from a lot line as provided by the plat of Bridgetower Unit 1 Subdivision or otherwise provided for by law or by this Dcclazation. 1.I0 ".Architectural Control Committee" (also referred to as "ACC") shall mean a designated asodation of not less than one and not more than three individuals to be appointed initially by the Declarant and thereafter by the Association, whose function shall be to review and approve or disapprove each application for the construction of a residence on a lot and to talcie those other actions authorized by this Declaration. The ACC may be incorporated or formed as an Idaho limited liability company. I.11 `Irrigation District" shall mean an ir~dgation district duly oxgaruud under Idaho law who shall supply irrigation water appurtenant to the Subdivision„ which shall then be delivered by a Service Provider and apportioned to each tat Owner through a pressurized water systenn, itn a mazuter set forth in Article Six. 1.12 "Service Provider" shall mean tither the Irrigation District or another entity formed by the Declarant or that has contracted with the Declarant or the Assodation DECLARATION OF COVENANTS, CO1V'nITION5,~1Nn RESTRICTIONS POR BRIDGB'!'OWER L~TIT 1 SUBDIVISYON -Pagel OCT-30-2000 12 13 SNYAER & ASSOCIATES P.A. P~i74:13 .-. to own and/or operate, maintain, and repair the pressurized irrigation system and malc~c cozresponding assessments, all according to Article Sbr. 1.13 "Subdivision" shall mean Brldgctower Unit 1 Subdivision, and shall also include any other future Bridgetower subdivision that shall be included by the act of Declarant declaring Chia Declaration applicable to a future Bridgetov~cr subdivision by means of a Supplemental Declaration as provided foY in Article 1Vine. 1.1~ "Highway DistiictA shall mean Ada County Highway District, or °`ACHD," who shall operate and r~naintaln storm drainage facili~les located in public rights of way subject to those ' 'tations set out in Article Eight. AR1"rCl,~ TWO General Development and Use Restrictions 2. I Land use. Each lot in this Subdivision, other than a Common Arca Lot, shall be used solely fox residential purposes and shall. not be ustd for the conduct of trade, busirucss, or professional activities, except as maybe pcrmitttd ao follows: a Those business activities 'which may be conducted through a "home office" or telephone sales services or the likre, which have no visual business appearance. ran be conducted as long as such business activities are not otherwise prohibited by the laws of the City of Meridian or Ada County in the residential zone affecting rite respective lot; and b. The Declarant is authorized to construct a building which may be used as a Subdivision sales office or tanporary office quarters for business activities pertaining to the development of the Subdivision and/or to aid the sales o£ lots; and c. 'xhe construction trades shaIl be permitted to construct or use temporary facilities used solely for the purpose of aiding in the construction of a residence on a lot which use will be eliminated after the construction is complttt. 2.2 Residence Construction. Each Owncs, including any contractor, builder, ar agent for an Owner, int~esrding to construct a residence or improve an existing residence on any lot shall do so only if the following conditions have been met: a. An Owner, or the contractor, builder or agent acting on behalf of the (~wne~c, has ~,rst submitted an application for oonstructlon authority to the Architectural Control Committee {aACCA), together with tht required application D~CC~R~TION O~ COVENANTS, COIN?lO1VS, AND ItPS'TRY.CTIONS E012 BItIDGb"TO'WETt C7I~TIT 1 SCJBDIVLSION -Page 3 OC7-30-2000 12 ~ 14 SNYDER & A~OC. I f~TES ~ P. A. P ,05:13 fee, and has thereafter recdved written approval from the ACC, according to the provisions of Article Seven of this Y~eclaration. b. Each residrnce constructed ort a lot steal] be a "single-farnily~" dwelling as defined by building codes applicable to the City of Meridian and shall have a garage with at least two (2) bays suitsble for vehicle storage. c. A residence shall only be constructed if the Owner, including any contractor, builder, or agent acting on behalf of the Owner, has obtained a building permit from the City of Meridian and any other governmental agency with jurisdiction over residential construction on a lot, in addition to ACC approval, d. All residential construction, including outbuildings and all other residential accommodations, shall atzictly follow all of the covenants, conditions, and xestrictians in this Declazation, including all requirements established by the ACC as a part of its written approval. 2.3 Setbacks and Utility Corridors. Frach dwelling shall be constructed within the minimum setback regulations as established by the City of Meridian and those that are described on the plat. An Owner shall x~ot place any permanent obstruction in a utility cvrridox icientiFied on the plat. 2.9~ Landscaping. The follovuing provisions shall govern the landscaping of all lots in Subdivision: a. The Owner stt his sole and separate cost shall cause the lot to be landscaped in a style oomplimzntary to the styk, size, and value of the residence which landscaping shall include, as a ruinimum, providic~g for Iawn areas in front, side, and back yards either by sod or grass aced planting. All lawn areas and trees and shrubs in the front and side yards sha11 be "living" materials. b. All landscaping, including co~nneccions to the pressurized ixrlgation system, shall be fully installed and completed within one hundred eighty (180) days after completion of the residence on tht lot. Completion of the residence shall mean a state of completion sufAdent to obtain an occupar-ry' permit c. In the event an Owner shall fail to provide muumum landscaping, the Declarant s~ri,d/or the Association may cause the minimum landscaping to be completoci at the Owner's cost, and may file a llcn against the lot for the oust of providing the minimum required landscaping. In the event that the Owner fails to pay that advancxd cost within thirty (30) days of written demand upon the Owner, DbC~.ARAT[ON bF COVENANTS, CONDITIONS, AND RESTRICI'[ON5 FORBRIDGS'I'UWERUNIT 1 SUBDIVISION-Page4 OCT-39-20'~ 1215 SNY7ER & ASSOCIATES, P. A, P.0bi13 ,^-.. ..~ the Declarant or Association may sue to collect the wst or foreclose the dawn of lien in the same maztnex as a mataial~nar-'s Lien rtnder Xdaho law and shall receive an award of reasonable attorney fees in addition to the cost. 2.5 Fences. Declarant may elect, at its sole and separate discretion, to erect a perimeter fence around all or parts of the property's perimeter boundaries, or around all or parts of a common area lot or systenn. If Declarant so elects, the design, style, and tnatexials used to cor~stxuct such a fence or fences shall be chosr,n by Dedarant at its sole and separate discretion. If any such fcnrxs are constructed by the Declazant, the future maintenance or repair of those fences shall bt the duty of the Assoaation. An owner may elect at his sole and separate cost to construct a lot fence, but only if the following conditions are met: . a. A fence may be constructed on a lot (other than a corner lot) but the fence shall not extend into the front yard nor beyond a line running parallel to the front of the main residence (excluding porches and/or azchitectural detailings); and b. A fence may be constructed on a corner lot but the fence on the side bounded by the street may not be tlosex thairr twenty feet (20') to the street right of way on the side parallel to the street side; and c. If the lot is an exterior lot (a lot whtrt the back or aide yard abuts the subdivision perimeter fens, if one e~cists), then the ornmer nnust use the perimeter fence as the owner's fence; and d. ~vexy fence shall be constructed with materials and in a mauler described in "fence guidelines" as will be provided by the ACC. 2.6 Nuisances. No noxious or offensive activity shall be carried on upon any lot, not' shall anything be done thereon which may be or become an annoyance or nuisance to the other lot O~nmers. ~.7 Signs. No sign of any kind shall be displayed to the public view on any lot except one temporary sign of not more than flue (5) square feet advertising tht property for sale or rent, or signs used by a builder or the Declarant to advertise the property during a construction and sales period. The names of resident Owners may be displayed on a name and address plaqut attached to the zesidencc. 2.8 Garbage and Refuse Disposal. No lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage, or other waste shall not be kept except D~CY.ARATION OF COY~NANT'S, CONDITIONS, AND RESTRICTIONS POR BRIAG~'COWER UNIT 1 SV~DIVISION - gage S UC7-3L~1-2C~pg 12 15 SNYDER & ASSOCIATES. P. A. P.07~13 ~-~. ,,-. in sanitary containers. All facility £or the storage or disposal. of such material shall be kept in a clean and sanitary condition 2.9 Permitted. Use of Vehicles and Recreational Equipment. .A,n Owner shaIl not park any business or commec~cial vehicle greater in size than three-quarters (3/4) of a ton unless the same is fully garaged. An Owner shall not park a vehicle on any lot or adjacent atre.et which i8 not operable err which is non-working or unsightly. An Owner shall not park a vehicle with a "far salt' sign on any lot or adjacent street..A~ Owner may store or park xecreational equipment, such as boats, snowmobiles, trailers, motorcycles, and the like, in a rear yard if and only if the xear yard is fenced and the recreational equipment when pazked cannot be visually observed shave the height of the fence by a person stanc~,t~g at street level 2.10 Motor Homes/Reereational Vehicles, pxcept for the purpose of loading or unloading, an Owner shall not park or store motor homes or "RV's," on a lot or adjacent street unless the same is fully garaged. A visitor of any Owner shall be permitted to park a motor home at the C1~mer's lot err dwrlling for a period not to exceed six (6) consecutive days. 2.11 Hazudous .Activities. N'o activity shall be conducted on ac in any resider-ce, lot, or eammon area which is or might be unsafe or hazardous to any person or property. Without limiting the generality of the foregoing, no flreaan shall be discharged upon said pzaperty, and no open Are sha11 be lighted or permitted. on any property except in aself-contained barbecue unit while attended and in use for cooking purposes, or within a safe and operational intr~or ~rureplace. 2,1.2 fights and Sound, Generally. ~l'o Owner shall install lights which omit an offensive glare, however, an Owner may install a yard or security light which can be continuously operated. by the Owner hom one hour after dusk to one hour before dawn. Na sound sha11 be emitted from any lot which is unreasonably laud or annoying, and no odors shaIl be emitted on any lot which are noxious or offensive to others. 2. I3 Animals. 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 krpt, bred, or maintained for any commercial purpose and provided that the keeper of such pets complies with all laws, rules. and regulations of the City of Meridian and ~1,da County, .All dogs, cats, or household pets shall be properly £ed an3 cared for. Dogs and cats shall not be aliow~ed to run at large, and no dog, cat, or other household pet may be kept which unreasonably bothers or constitutes a nuisance to outer Owners of lots. An Owner may constivct a dog run on his lot AECI.ARATION OF COVBNANi'S, CONDITYONS, AI~II7 RESTRICTIONS FOR BRIDGE'POWER UNIT 1 SUBDIVISION -Page 6 OCT-30-20 12 16 SNYDER & ASSOCIATES, p,A, P,08,r13 ~ ,-. provided that the dog run is not more than six feet (6') in width, not more than ten feet (10') in length, and not more than six feet (~') in height and is xwot placed closer than ten feet (10') from sldc or rear lot lints of an interior lot and twenty feet (20') from a side lot line or an exterior lot and is r~o closer to the front of a front lot line than a paint where the Owner could construct a fence under paragraph 2.5a above. 2.14 Reconstruction. ran any case where it is necessary to reconstruct a residence or n~alce any improvement to a residence on a Ivt, that reconstruction or improvement shall be prosecuted diligently, continuously, and without delay fro~nn time of commencement thereof until such structure is fully oompkted, unless prevented by cause beyond control and only far Such time as such cause continues. If there is still an operating ACC, the plans to reconstruct or to make an additional improvement shall be submitted to the ACC for written approval before the reconstruction improvement is oommeneed. Yf there is no operating ACC then in existence, the Owner shall submit all recorutructionliznprovexnent plans to the City of Meridian and obtain a building pemnit before the recortstruct3ortJimprovement is commenced. ARTICLE THREE U ' 'tics and Utility Frasemtnts 3.1 Utility Services. All lots shall be served with underground utility lines £or power, gas, water, sewer, and telephont services; which utilities shall be installed in the streets or in the platted easement rights-of way. '1'ki.G costs of bringing these services to the Owner' s lot aze the sole and separate cost of the Declarant and Declazant is entitled to recover any and all connection fees or escrowed funds advanced by Declarant to any respective utility provider, if any, to bring these services to the lots of the subdivision. An Owner, or the Owr-er's builder constructing an Owner's residence, shall be liable For any additional costs for final hookups charged by a utility company as a condition precedent to Anal connection as well as any other utility service not supplied by Declarant. 3.2 Platted Easements. Declarant reserves a right-of-way or eA,sements as shown and noted aa. the plat of the subdivision for the purpose of oonstructi~x-g wa~tez' mains, electric distribution lines, sewer lines, gas pipelines, pressurized irrigation lines, and such other public utilities as may be necessary, convenient, axial desirable for the Owners of lots within the subdivision DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOA BRIDCETO UNIT 1 SUBDIVISION -Page 7 t~GT-3~-2000 12 17 SNYDER ~: ASSOCIATES, P. A. .-. ARTYCLE FOUR Homeowners Association 4.1 Organization of Association. Declarant intends known as Bridgetowex Owners Assor~tion, X...I,.C., Company, the "Association," and shall isle Articles of Operating Agrcein~ent which 3s to be incorporated in Declaration by reference. The Assodation's duties particularly described in t1u Operating Agreement. P, 99%13 to organize an entity to be an Idaho Limited Liability Organization and adapt an ,o and made a part of this and powers shall be more 4.2 Mcmbcrs. Every Iot ownes~, including the Declarant, merely by being an Owner of a lot, but only for as long as lot ownership is maintained, shall be a member of the Assodation. A member's share is not assignable, and is appurtenamt to the ownership of a lot. A member's interest shall not be transfcrrcd, pledged, or alienated in any manner and. shall always be subject to the terms and conditions of this Operating Agreement of the Association. 4.3 Orr~riew of Association Managrst~ent The Association's Articles of Organization will declare that the Assodation shall be "manager-managed" rather than member-managed. F.YCept as otherw~lse required by the Operating Agrermen~ the members do not vote upon or partidpate in the general managcrn,cnt and busin.css affairs of the Association. Rather, the appointed manager has been given full authority to make dedsions and implement those decasions as the manager sett fit, according to the terms of the Operating Agreement. In this regard, the Association may be less responsive to the individual goals of Class A Members as to business affairs. With regard to membership after a residcr-ce !s constructed on a lot, or future common ax'ca development/innprovcments, Rules of Use in common areas, oz' the like, the manager znay be mare responsive to the collective goals of the Class A members, and may fornl committees of Class A members or meet with Class rA, member delegates to best resolve those t~rpes of matters. This style of manager-management can be changed only by an eighty percent (80~b) membership (Giese A anal Class B votes} vote, or by the Declarant executing a written waiver of this management style in favor of amember-managed style. The Operating Agreement shall net be amended ar interpreted in a zz~axutar that is inconsistent with than overview. 4.4 Members' Voting Privileges. Subject to the limitations of §4.3 above, and as othezwise provided fox in the Operating Agreement, there shall be two (2) lasses of meatbers, as follows: DECI.AR~,TIQN 4F cC;tvPNA1vI'5, cOrTDiTiOrss, AND RESTRICTIONS FOR BRIDGETOWERUNIT I SUBDMSION -Page 8 OCT-30i-2000 12 18 SNYDER & ASSOCIATES, P.A. P, 10:'13 .^ ~- a. Class A members shall be Owners with the exception of the Declarant (during the period when the Declarant is a Class B member). When an issue is placed for membership voting, each Class A member shall be entitled to one vote for each Iot rnvned. When morc than one person is an owner of a lat, all such persons shall be members, but the vote for such lot shall be exerdsed as they jointly determine, but in no cvrnt shall morc than one vote be cast with respect to any lot. b. The sole Class B member shall be the Declarant. Whoa an issue is placed for membership voting, the Class B member shall be entitled to three votes for each lot owned. Class B membe~cship shall cease axtd be converted automatically to Class A membership (one Class A membership for each lot owned) upon the happening of atther of the following events, whichever occurs earlier: (i) When seventy~five pecrent (7590) of the lots have been conveyed by decd to Owners other than Declarant; ar (ii) On December 31, 20] S; or (iii) At any time that Dedaxant elects in writing to accept Class A mcrnbership status. 4.5 Powers of the Association. The Assodation shall have al] the powers of a limited liability company organized under the Laws of t1u State of Idaho, subject only to such limitations upon the exercise of such powers as are expressly set forth in the Articles of Organization, the Operating Agreement, and this Dedaration, further recognizing that it is intended to be a non profit entity. The Assodation shall have the power to do any and all lawful things which may be authorized, required, or permitted to be done by it under this Declaration, the Articles of Organization, and the Operating Agreement, and to do and perform arty and all acts which may be necessary or proper for, or inddental to, the proper rrtanagemcnt and operation of and the pcrfazmance of the oth~cr responsibilities herein assigned, including without limitation: a. Asseasmenta: The power to Levy assessments (monthly, spedal, and limited) on the owners of lots and to force payment of such assessments, all In accordance with the provisions of this Y~erlaration. b. fight of Enforcement The power and authority from time to time, in its own name, on its own behalf, or on behalf of any Owner or Owners who consent thereto, to commence and rc-aintain actions and, suits to restrain and enjoin any DECLARATION O~ COVENANTS, CONDITION5, AND RESTRICTIONS FOR SRIDGETOW'E.R UNIT 1 s[.713pIVISION -Page 9 ~7CT-30-2098 12 18 SNYOER i~ ASSOCIATES, P.A. P. 11%13 ,~ r. breach or thzeatened breach of this beclazation, including Assodation Riles adopted pursuant to this Declaration, and to enforce by mandatary injunction or otherwise all provisions hereof. c. Delegation of Powers: The authority to delegate its power and duties to committees ar to any person, firm, or corporation to act as its manager. Neither the Association nor the members shaIl be liable for any omission or improper exercise by the manager of any such duty ar power so delegated. d. Emergency Po~-vers: The Assodation, through its manager, may enter upon arty lot in the event of any emergency involving ilh~ess or potential danger to life or property, or when necessary in cannedion with any maintenance or construction for which the Association may be responsible. Such entry shall be made witkt as little inconvenience to the Owner as is practicable, and any damage caused thereby shall be repaired by the Association and at its sole cast and cycpense. e. Assodation Rules, 'The power of a manager to adopt, amend, and repeal, after eonSUltahon with Class A committees or delegates, such rules and regulations as the Association deems reasonable ("Auociation Ru1cs") governing the use of the common areas by the Owners, families of an Owner, or any invitee, licensee, lessee, or contract purCltascr of an Owner; provided, however the Association rules may not discriminate among Ovmers and shall not be inconsistent with this Dcclazation, the Articles of Organization, ar the Operating Agreexncnt. A copy of the Association Rules, as they may fmm time to ti~nne be adopted, amended, or repealed, shall be mailed or otherwise delivered to cash owner. iJpon such zziailing or delivery to all Ov~mexs, said .Association Rules shall have the same force and efftct as if they were set forth in and were a part of this Declazation. In the crrcnt of any rnnflict between any Association Rule and any other provision of this Declaration ar the Articles or Operating agreement, the provisions of the Assoaation Rules shall be superseded by the provisions of this Declaration, the Articles, or the Operating Agreement to the extent of any such inaons~stency. £. Licenses, Easements, and Rights-o£•'W'ay. The power by its manager to grant and eon~vey to any third party such lircrr-sts, easements, and ruts-of-way in, on, or under the common areas as may be necessary or appropriate fox the orderly maintenance and pnesexvation of the health, safety, convcnicnce, and welfare of the owners, or for the purpose of constructing, erecting, operaxing, or maintaining: (i) Underground lines, czbles, wires, conduits, and other devices for the transmission of electricity for lighting, heating, power, tcleplwne, and other PmP~s~ DECY.ARATION OP CQVENANTS, COI~tt7ITIONS, .AND RFSTRICT[ONS POR BRIDGI?TOWLR CTNIT I SL3~DIVISION -Page 10 uui-se-~~[~ 1219 SNYDER & ASSUCIATES~ P.A. P,1~i13 .~. ^, (ii) Public severs, storm drains, water drains and pipes, water systems, spxinlding systems, water, heating, and gas lines or pipes; and viii) Any similar public or quasi public iznpzovements or facilities. The right to grant such licenses, easements. and rights-of-wavy Art hereby expressly reserved to the Assodation. 4.5 Duties of the Assodation. In addition to the powers granted by the Operating Agrtezne~nt axed tkyis Declaration, and without limiting the generality thereof, the Association, by its manager, shaIl conduct all general business affairs of oomman interest to all Owners including the following; a. Operation and Maintenance of Common ,Axes. Qperate, mafntain, and otherv~~ise manage or provide £or the operation, maintenance, and management of any conwlon area, including the repair and replacement of property damaged or destroyed by casualty lass, and all othr r property acquired by the Assodation, including but not limited to the maintenance of any boundary fences around the perimeter of the property or its common areas (including repair or replacement of damag~cd sections and maintaining paint in good repair}. b. Taxes and .Assessments. Pay all real and personal property taxes and assessments separately levied against the common area owned by the Assodation. Such taxes and assessments maybe contested or compromised by the Managrr of the Association, provided, however, that such taxes and assessments be paid or a band insuring payment be posted prior to the sale or disposition of any property to satisfy the paymrnt of such texts or assessments. In addition, the Assodation shall pay all other taxes, whether federal, state, or Local, including income or corporate taxes levied against the Association in the event that the Assodation is denied the status of a tax exempt entity. e. 'W'ater and OtY-er Utilities. Acquire, provide, and/or pay for water, serrver, garbage disposal, refuse and rubbish collection, electrical, tclrphan~, and gas and other necessary services for th,e caanxnon area and other property owned or managed by it. d. The Association may, but shall not be required to, obtain polides of insurance from reputable insurance companies authorized to do business in the State of Idaho, and to mairwtain in effect the following types of polides of insurance; DEGI~TIO1rI OF COy~NAM'S, CONDITIONS, ~+iND I~STItICTIONS FORBRIDC~TOWER [AVIT 15UBDM5ION -Page 1 I OCT-39-2p~0 12:20 SNYLER & ASSOCIATES, p, A, P,13i13 ~. (i) Cort-pmhensiv+e public liability insurance insuring the Manager, the Association, the Declarant, the individual o~wr-ers, and the agents and employees of each of the fr~regoing, against any liability inddent to the ownership and/or use of the common area or athex property ov~med or managed by the Assodation. (ii) Surh other insurance, including Worlccr's Compensation Inswrance to the extent necessary to coinpijr wlth ail applicable laws, mamagcr's liability utsursstce, and such indemnity, faithful performance, fidelity. and other bonds as the Manager shall deem necessary or required to cazry out the Association's functions or to insure the Association agai.-~st any loss from m~alfeasatue or dishonesty or any employee or other person chazged yvith the ntanagexnent or possession of any Assodatiaz~ funds or other property. . (iii) Insurance premiums for the above insurance coverage shall be deemed a common expense to be indudcd in the annual assessments levied by the Association. e. Pressurized irrigation System, Provide fox the use of common use, rnaint~nancc, repair, operation, and assessments for this system, whither by a direct contract with an IxrigatSon District or by~ contract with an independent Senriae Provider. f. Drainage Systems. Operate, rnaintain, repair, and replace the sprinkler and drainage systems in the common area. g. Right-of-Way Mau~tcnar-ce. Maintaan, repair, and replace any mechanical systems installed in the rights-of-way in the common area as weA as the boundary fence. 4~.7 Personal Liability, No Manager of the Assodation, nor arty committee o£ the Association, nor the Declarant, shall be personally liable to any Owner or to any other party, i-~cluding the ,Association, for ar-y damage, loss, or prejudice suffered or claimed on account of any act, omission, error, or negligence of the Association, the Manager, the committee, or the Declarant, provided such person has, upon the basis of such information as may be possessed by him, acted in good faith without willful or intentional miseondud. ~.8 Dissolution. In the event the Assodation fs dissolved, the assets of the Association shall be dedicated to a public body or conveyed to another non pro~tt organization with similaz purposes. DECLARATION OP ~VENAN'TS, CONDITIONS, AND RFST~ICTIONS POR BRIDGETOW&R UNIT 1 SUBDIVLSION -Page 12 TOTAL P. 13 OCT-30-2©0Q 12:~ SNYDER & ASSOCIATES, p, A, P.a1i@9 ~ ^. AR'TZC>.,E FNE Covenant for Assessments 5.I Creation of stn and Personal Obligation for Assessments. The Declarant hereby covenants with each lot Owwner v+-ithin tht properly that by acceptance of a deed from Declazant, and whether or not it is expressly stated in said decd, that each lot Owner shall agree to pay to the Asaodation, the following. a. All regular periodic assessments for spedfled sertrices and ~nnaintenance as set forth in 5.3; and b. All spedal assessments for specified sexvices and ~x~aintenanec as set forth in 5.4. Each asscssincnt, together with interest accrued thereon shall be a charge on the Iot Owner's land and shall create a continuing lien upon the Owner's lot against which each assessment is ntadt from and after the daft the asscssmcrt is due. Each assessment shall bear interest at the rate of thirteen (I3gb) per cextt a~nnurn to accxue after the riot daft until fully paid. Additionally, each assessment and a,ca ued interest shall be the pexsonal obligation of the Owner of the lot assessed at the date of assessment and maybe collected by judicial action in the ziature of a delinquent open account, which action clay be in lieu of or in addition to the foreclosure of the lien created against the Owner's lot Tl~e pexsonai obligation for delinquent assessments shall not pass to an 4wncr'a successor in title unless expressly a+swmed by the successor. Any collection action, whether it be b7' lien foreclosure and/or by action on a delinquent account shall zequire the Owner of the Iot assessed to also pay reasonable attorney fees and count costs to bt included as a part of the debt to the Association. Prior to bringing an action to fortclosc th.c continuing asscssm,cnt lice granted by this Article, the Assodation shall cause a notice of lien claim to be prepared and Bled of ycerord with the Ada County R,ccorder's office and shall send a copy by certif'icd mail. to the delinquent Iot Owner. The cost of preparing, A1ing and mailiung this Claim of lien {which cast shall be $100,Qa plus the filing fee charge}, and including a reasonable attorney fee incurred by the Assodation, shall also be the cost of the delinquent lot Owner and shall be recovered from the lot Owner. 5.2 Initial Assessment, Each lot sold by Declarant shall be sabject to a one-time initial assessment of $250.00 to bt paid by the first trot consumer-owner to the Declarant This initial assessment shall not be paid by am owner-builder but shall pass through to the consumer-ownex at a closing of a salt by the builder-ornmer. The Declarant, or if applicable, the ownex builder shall instruct the closing agent to make DECLARATION 01? COti'ENANTS, C4NDITIaNS, AND R7~S'1 RICTIC~N5 ~'aR BRIDGETOWER LJNIT I SLJETaMSIQN - Pa4$e 19 DCT-36--26gg 1223 SN1'DER & ASSDCIATES, p, A, P.02~09 -~. ~., dir+cet payment of this initial assessment tm the Declarant in the same manner as other purrktaser closing Casts are paid. 5.3 ILtgular 1'erlodic Assessments. Each lot O~w,~u shall also be assessed and pay a reg~1~ periodic assessment tv the Association, to begun to accrue thirty (g0) ~ after the issuance of a certificate of oe+cu an ~''s used by the Association for the P ry' ~~ regiilar assessments are to be Pm'P~ ~ m~ainten a~nce of the common area lots, paying costs incanted for policies of insurance purchased by the Association, and/or providing for ~Y' o~tz' regular business activities of the Associations. '~~ tlssoclation, through its Manager, may elect to collect these periodic assessmrssts on a monthly, quarterly, semi-annual, or annual basis being assessment annualized for the year 2001 shall bd~-s appropriate. The upon an estimate made by the Declarant for the cost of serwlces anticipated. 'Isis periodic assessment can be automatically increased by the Manager by as mucl~s as tlvity Percent (509'0) per yeaac' beginning wvith the year commenting january I, 2Q02, Iz may be increased by more than thi,~y percent (30146) by a majority vote of the members at a meting called for that purpose by the Manager. 5.4 Special Assessaxtent for Repa~lrs, Operations, or Maintenance. In addition to the regular periodic assessments, the aasodation, by the majority vote of its members at a meeting called fox that purpose, may make any spcdal assessment ;for a spedfic one-tune cost or expense benefiting the common lot areas or for some common interest or purpose benefiting all members. 5.5 Notice of Action under Section 5.3 and 5.4. Written notice of any meeting called'. f'or the purpose of taking any action authorized under Section 5,3 ancyor 5.4 of this Declaucsttion shall be sent by th~c Maxsxger to all members not more than fifty (50) days nvr Icss than ten (I O) days in advance of the meeting, 5.6 Misoellancoua .Assessment Inforxzsation. The Manager shall annually re- establish the amount of the regular pcxiodi~ assessment per lot each November of eac'~ year and shall send written nodCe of that re-sssessmcnt to cacti Qwnex thirty (30) days before the effectaive date of the rc-established regular periodic assessment, 'Yhe Association's Manager shall, upon request and for a reasonable charge, furnish a certificate signed by ofAcers of the Association stating whether or not assessments by the requesting Owner etc cuacnt, 5.7 Effect of Nonpayment o£ Assessments and Remedies of the Association Any assessment not paid within thirty (30) days after the due date shall be deenned to be delinquent u-d shall bear interest from the due date at the rate of thirteen (1396) per tent per annum, The Assogation ~y bring an action at law against the Dwner DECLARATION OP OOVENANTS, CONDITIONS, AND RESTRICTIONS FOR BR]DGE'POW-ER ~~' i SUBDMSION -Page 14 OCT-30-2000 12 24 SNYDER ~ ASSOCIATES F.A. P. ~ ~a9 personally obligated ~ pay the d~nquent assessznertt or lien ~~~ the ro ert . No ' record and foreclose a P P Y Owner may waive or otherwise escape liability for the assessments pro~3ded for herein by Wort use of the common area or abandonment of his lot. 5.8 Subordination of Assessment Liens to Moxtgagea• 'The lien of an assessment shall be subordinate to any First moat Y `Pa'd lot by its Owner. No mo S~ or deed of trust placed against a rtgaget of a mortgage or beneEXdary of a deed of trust shall be required to collect any unpaid assessment. 'The failure of a lot Owner to a assessments shall not constitute a default ,under a mortgage or deed of trust. Sale or a'ansfer of a lot shall not affect the assessment lien, nor shall the transferee in sum sale or transfer be relieved from liability for any assessutiertt thereafter becomin due err from, the lien thereof g ARTIOLE SIX Pressurized Iaigation System 6.1 Pressurized Irrigation System. 'I"he Declarant intends to install a pressudz;ed irrigation system thxaughout the subdivision to be able to deliver imgation water available to the entire subdivision to each lot itt the subdivision. This izrigation water is to be delivucd to a site within the subdivision by any Irrigation District. Declarant also intends to convey this system to the Assodation. Nevertheless enter into an a$Tecment with the Irri anon Distrl _ ' ~~t may whereby the Irrigation District will own and operat the s~rstem and each ~t~Owneir~ will receive a direct assessment from the Irrigation District for a prozata cost of tht Service whether or nit the water is actually used. In such case, the Irrigation District would then be the "5crv~ce Provider" of the in~gatian water to the end lot owners,/users. ,Alternatively, Declarant may direct the Also©atiam to enter into an agreement with a third party other than the Irrigation District (including an entity in which Declarant or pxutdpals of the Declarant wiIl hold art interest) who would then act as tl~e Service Provider of irrigation water supplied by an Irrigation District to distribute the pressurized irrigation Wvater to each lot Owner in the subdivision. Xn this latter scenario, the Service Provider would then charge each lot Owner with a prorata lot charge assessment, which shall be a lawful abhgation of the lot Owner, whether or not water is actually used. Once the Declarant has conrtplcted the construction of the pressurized irrigation system and turned the ownership aver to the Assodation, or alteu-ativcly to an Irri on lhstli~, _ further liability or responsibility far the system and shall not be rcanuir d~to ze nr improve, or rcpt any parts of the system. q ~ DECLARATION DA COVENANTS, CONDITIONS, ,ANb I~STRICITONS 1'ORB1iIDGETOWER, UNiT I SUBDIVISION- Psge 15 OCT-30-2000 12 24 SNYDER & ASSOCIATES P. A. P. 0r1; X79 --~ ~. 6.2 Assessments, Whe~u ~~ Assessment for a lot direetiy from an Irrigation .L~striet or whether it is made er's Frorata share comes Provider, the .Assessment shall be an obligation of the lot Q er and ~~t S~ce lien upon the lot Ovmer's propcxty if not duly paid, irrespective of whether ltha Owner uses the irrigation water, or uses other available water sources for iris anion purposes. $ 6.3 i~laintenarue. Irrespective of whether the pressurized ia~igation water is proviclCd by tht Inxgation bistrict or by an independent Service Provider that en ' shall also operate, maintain and repair the pressurized irrigation system, and shall also ,levy and collect annual assessments against each lot served by tlLe system to defray the cost and expense of such operation, maintenance, repair, or replaocment which shall be spec~.fited in a written e rofit margin ~ ~'t, vc'hieh may include a reasonable P for such servlcx; and ~y licrt an Owner's lot for nonpayment of an Assessment for reps or maintenance. 6.4 Prohibitions. Lot pwners aze prohiblttd from making any cross connection or tie in, betwrttt the irrigation water system and theix domestic water system. WATER FROM TIDE xRRIGATION WATEXt SYSTEM YS NOT DRXNKABLE; EACH LOT 4'WNER SHALL B~ RESPONSIBLE 1"O F~IrTSURE THAT I.KRIGATIQIV WATER WITIdIN TXIB BO'LIIVY]ARIES OF HIS,IFYF.It1TYdEIR La-T XS NOT CQNSUIyED E'Y ANY PERSON OR USED FOR C[ILINARY PURPOSES. Lot Owners shall not construct any Glitch, drain, well or water system upon any lot oc common area. b,5 Use and Rules. The Association, through its Directors, unless otherwise established by Irrigation District, or by another Service Provider, may establish and serve on each lot Ovmer a set of rules establi9hing the use of this imigation water including tame of use and duration, recognizing that the system will not peunit all lots to use the ixritgattoat watar simultaneously: 'The Association or the Service Provider may also contract £or hire a water master to designate a rotation schedule. The Owner agrees to follow these rules and the schedules set by a water master or by the Service provider. ,ARTICY.E SEVEN Arr_hitcctural Control In order to protect the quality and value of the homes built in the project and for the continued protection of the Owners thereof, an Architectural Control DECLARATION' OF GOVENANrS~ CONDITIONS, ANp RESTRICI'IQN'S FOR ~RIDGETOW~It. UNIT I SUBDIVISION _ psge 1 b "`'' ~n-ee~ 12°~ ~NYDER & ASSOCIATES, P. A, P.05ie9 ~-. ~,. ~nunittee (ACC} shall be established by Declarant. The ACC shall be sub'ect control of the Declarant as lung as the Declarant owns any lot in the Subdiv'isiano the 7.1. A q . PProv~s Re cared. No building, residence, or residential outbuildi tYPe shall be commenced, erected, or ittatalled up ~. ~ of any specificatiozts showing the nature, kind, sha e ~ lot until the plans and location of the same and such other detail as the ACC ~ r fin' height, materials limited to any electrical hcati y squire (including but not and approved in writin b ~, or coaling systems), shall have been submitted to g Y the ACC. The ACC may consider such subjeetive criteria as cornpatibillty with sutroundin the quality of materials g structure design as well as objective criteria as to colon, and engineering in ~nn$r ~ p~~~ ar ~ Pro t color, roof matexitd and Qiteria must also be met: PP v~- The following spedfic a' T~1e ~u''s exteiioc paint and trim colors must be selected from the ACC' s pre-approved color con~,bination book; and b• 'fie Owner's roofing material must be a 25-year coznPositien with a color selected from the ACC's a roved color book; and grade Pm' pP ~• Any storage shed must not be greater than ten, feet (l0') by twenty £cet (20'} ~r ten feet (IO') in height from the grouxtd to the top of the roof ridge, and the surface materials, the roofing, and the color scheme, if it is a storage shed to be constructed on site, shall follow the materials and the color scheme used on fire Owntr's residence building. Alternatively, art storage shed, provided that such a shed has been p ~ppr ~ the ACCaand ~ ACC shall publish from time to time a list of tt-a raved ~ ~~ sheds. In au other cases, the Owner shill sub~oni P ~ ~~ ~"fabricated storage approval. Iii the event the ACC fails tv approve, disapprove, vrspecify the deAde~i s- in such plans, spe~i~on ~ lotion within ~' the ACC in such form as ttdrty (~0) days aftex submission to ~' may require, approval 'uvill not be required and this Article will be deert~ed to have been fully complied with. 7.~2 Enforcement. The A.CC may, in its own name oar Assoriatiott, exerpise aIl available legal and equitable remedies availablc~to~ proven, or remove any unauthozizcd or unapproved construction or improvements on any Iot or Property or any portioai thereof. In the event the pCC exercises its right to remove or restrain the violation of any rule, the ACC shall recover liquidated damages not to ~~ $5U0.00, in addition to its reasonable attorney fees and court costs, as a means to reimburse the ACC and/or the Association for its time and effort in enforcement. DBC1.4ZtA?ION OF CpVgNp~rs~ CONDITYONS, ANp RES'TRIG7YONS FOR BRIDG~T'OVITER, IJriIT 1 SUBDMSION -Page 17 OCT-30-2000 12 26 SNYDER & ASSOCIATES, P.A. .., ~-. P, 06.09 ~•3 Waivers. The approrral of an laps impzovements, or cons y P i drawings, or spedfications for airy per, shall not be tsuction, or for any matter 1equuing the appr~,~ of the ACC deemed a waiver of any right to withhold, ~~g, spedfieationa, ar matter subsequently for appra ~proval of any similar plan,, 7.4 I3ability. Neither the ACC nor an m Association, to an y ~~' ~~~ shall be liable to the on account of an a Owner, or to any other party for any damage suffered or Maimed Y ,action, or lack thereof, or conduct of the ACC or the respective members thereof, as long as they have acted in good faith on the basis of inforr~tatio they ~~ possessed. n ARTICLE EIGHT Common Axeas 17ec1arant intends to establish several common area lots for the mutual benefit of all Uwners. These corrunon area lots arc d Subdivision, '1fi,e Mended ~7,gnatcd on the Eir~al plat of the purpose of these common area lots shall be as follows: 8.l I7rainager'Iaridscape X.ots. Lot 1, Block I; I,ot 1, Blorlc 4; Lot I4, Block 4; Lot I, Block 2; Lot I, Block 3; shall be used primarily for drainage and/or landsca purposes. pe 8.2 Pedestrian Access Lots, I,ot 3S, Block 4; and Lot I I, Block 5; shall be used primarily for pedestrian access. 8.3 Pool and Clubhouse lot. Lot 2, Block 1 sr~-imming pool and clubhouse fox use by ' ahau ~ used #'or Purpose of a shall be entitled to use the clubhouse as to sales andscieveloe mcnt office Declarant longer holds Class B membership. P until it no 8.4 Common Rights. Each lot Owner shall have an in oomnnon and perpetual access casement 'with all other Owmcrs For use within the purposes set forth above, r+vhich use and caserncnt shaIl run with the C~vner's lot,. 8.5 l~eclarant's Conveyance. Declarant shall convey title to these common axes lots to the Association before FI:CA/Hi.T,D insures any mortgage on any other Iot, which title shall be free and clear o£ any liens or encumbrances other than those indicated on the flat and/or as set forth h~ei:-. $.~ Association's Duty to Maintain. In addition to other duties required of the DECY.A1tATI4N OF COV&NAr1'I'S, CONDITIONS, ANi~ IZESTRICTIONS FOR BRIAGBTOVVER t7N1-I' 1 SUBDIVISION -Page 1 B ~~'i-~~'~~'~ le~2b SNYDER & ASSOCIATESt.P.A. P . 0'710'3 ~, ,~ Assadation, the p-asadation shalll maintain all common arcs lots. N'a liability shall be imposed on a 1Vlanager, or Dcclarartt, or art individual ~mrnon area, except to the cadent that his direct r~egligenethf er~use of that damage. 8.7 Mortgage on Common Area. No mortgage shall be placed on a common area lot R~thout the written consent aF two-tads {fig) o f ~ lot Owners, excludin the consent of Class $ membu.-owners. Ig a mortgage is placed on a common area lot, it shall be subject to and inferior to the use and casement rights granted to ail Owners. 8.8 Easements for ImPtovements in a Common Arcs Declarant resezves access to the common area to construct and establish improvements and landscapdng as Declarant deezxts appropriate. Yrnespertive of this reservation. Declarant shall not be the owner of these inttprwements nor shawl Declarant be required to maintain a common area. 'that responsibility shall be the ~portsibility of the homeowners Assodation, The Assodation however shy have the sole and eaulusivc right to determine the nature of aIl 9tnprorre~anents that Declarant may choose to construct unless there is a specxaY reservation in this Declaration. ARTICLE 1VINE Future Development and Arutexation 9.1 Anne~tation. Declarant prescsatly intends, or may hereafter intend, to annex and develop prop~Y adjacent to property herein above described which will be other Bridgetower Subdivisions. The annexed property may at ~Dedarant's sole discretion, be used ax-d developed far any puzpose allowed undrr appropriate zoning regulations. Sueh annexed property may be brought withim the provisions of this Declaration by Declarant, Its successors or assigns at way time and from time to time, without the approval of any o'u~rner, the Assodation, or the Association's ll~tanager. 9.2 ~.dditional Properties. Subject to the provisions of Section 9.I above, all provisions contained in this Declaration shall apply to the annexed property in the saint manner as if it were originally covered by thus Declaration, subject to such moditfiications, changes, and deletions as may be spedfically provided in any Supplemental Declaration as described in Section 9.3 below. All Ovcnners of lots lo~.ted in the annexed property Shall become members of the Assoeiativn, and shall have aIl rights and duties of an Assodation member, from and after the recordactart of the first deed conrreyu-~g a lot within the annexed property from Declarant to an individual purchaser of a lot in the annexed property. DECIARATION OF C4VE1vA.Id'I'5, CpNDITIONS, AND RESTFtiCTIONS FORBRIDGI:TOyVER~VIT I SUBDMSION-plc 19 GCT-3E1-2000 i2~27 ~NYDER & ASSOCIATES, P, A, P . x8,•09 9.3 Procedure for Annexation. The annexation of additional property authorized under Sect{on 9.1 above shall be made Declazation, or other s3r~ltu i ~' fihn$ °£ record a Supplemental anne~ced, ~~ Particularly descTibiztg the property being which instrument shall be executed by Declarant or the owner of the annexed property, and state the intent that the general plan and scheme of this Declaration shall be extended to the additional prapezty desarlbed subject to such rhaxtges, modifications, deletions, and additions as are applicable to such additional property set forth In the Supplemental De~aration such SuppZern,en~ l0eclaration zttay contain such additions, m,odificadons, or declarations of th,c covenants, conditions, restriCtions, r~lvationa of easements, and equitable servitude contained in thus Declaration as may be deemed by the Decluant to be desirable to reflect the different character, if any, of the annexed property or as Declarant may desert approprlate in the development of the annvoed property. The filing of record of said SvppleAnental Declaration shall constitute and effectuate the aiuYO~ation of the 1~°P~Y ~~'1~d in the Supplemental Declaration, and th~upon such anne~red property shall become and constitute a part of the properly as desezibed herdn above and shall become subject to this Declaration and encompassed within the general plans and schettte of covenants, conditions, xestrf etions, reservation of easements, and equitable servitude contained herein and as modified by sur$ Supplemental Declaration for the annexed property, and further shall become subject to the functions, powers, and jurisdiction of the ,Association, and the Owners of lots in the annenced property shall irnmediatcly become members of the Assodation. 9.4 Designation of Common Area. Any common area and common fadlities designated by Declarant as such on the plat of the newly annexed additional property or #n the Supplemental Declaration applicable thereto, or whlelt may be acquired by or conveyed to the .Assodation by Declarant, shall be subject to the same easements or other rights far the use and er-~oyment of the Owners as for the other Owners of lots subject to this Declaration. ARTICI'.E TENT General P~rovisioris I0.1 Enforcement The Assodation, as well as any Owner, shall hive the right to enforce, by any Proceeding at law ox in equity, all restrictions, conditions, covenants, resexvatians, Bens, and charges now or hereafter Imposed by the provisions of this Dcclazation. Fallure by the Association or any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the tight to do so thereafter. I0.2 Severability. Invalidation of axly one of these covenants or restrictions by DECLARATION OP COVENq,N'rS, CONDITIONS, AND Rl'ST'RICTIONS FOR BRIDC,L2'OyVER LnVIT ISUBDIVISION -Page 20 ~•..~ ,~., ai,c~ ac co OIVYLift 2k H~UGlH1t5r P. R. P . 09f~t9 •-•, .-~ judgment or court ordtt shall in no wise affect any othex provision hertof, and all other provisions of this Declaration shall remain in full force and effect. 10.3 Term. The covenants and restrictions of thls Declaration aha11 run with and bind the land for a team of twenty (20) years from the date this Declaration is filed of record. After completion of the initial tarn of twenty (20) years, this Declaration shall, be automatically extended for successive periods of ten (10) years unless appropriate action is takzn to rescind or aa-end the Declaration. 14.4 Amendment. This Declaration may be amea~ded only with the written approval of two-thirds (2/3) of the Owners, XN 'WITNESS WH,+OF, the undersigned Declarant has executed this Declaration of Covenaxtits, Conditions, and Restrictions this day of , 2000. P1tIM$LI1ND DEVEk.OI'MENT COMPANY, L.L.P. By Tate: STATE DF 1DAH0 ss. County of Ada ) On flue day of 2000, beforr me, the undersigned, a Notary Public ir- a;nd for said State, personally appeared the of Primelar<d Development Company, L.I..X'., an Idaho Limited Liability Partrucrship, 1anovvn to me to be the person vvho executed the vuithin and foregoing instrument for and on behalf. of said limited liability partner~liip, and acknowledged to me that said limited liability partnerslup executed the same. IN WITNESS W~EILEQI~, I have hereunto stt xny hand and affixed my eff`iaial seal the day and year first above written. Notary Public far Idaho l~,dding at Commission eacpires DECLARATION OF COVENANCS, CQI~ITIONS, AND RESTRICTIONS FOR BRIDGBTOWER UMT 1 SUBDIVISION -Page 2 I TOTAL P.09 "` .~ ** TX CONFIh. .(ION REPORT ** AS OF DEC 29 d0 1031 PAGE.01 CITY OF MERIDIAN DATE TIME TO/FROM MODE MIN/SEC PGS CMD# STATUS 09 12/29 10:29 PUBLIC WORKS OF--S 00'38" 003 012 OK 10 12/29 10 30 208 888 6854 EC--S 00'51" 003 012 OK eEC~r rrwoaTrrurrKU~s SE~r1~Es 1t2a3 W. Hickory Dato Boise,ldaho 83713 Uccember 29, 2ppp REcE~D o E c z s zoos City of Meridian C'~ ~~ ~+' ~D~ Attn: Shari Stiles, Bruce Frecklcton and Will gag 200 E. Carlton, Suite 201 Meridian, Idaho g3d42 Re: Bridge(oWer Subdivision No. ] S11 E S~CII'TC COMMENTS: 1. The applicant agrees. 2• The applicant abb. 3• The applicant agrees. (Re'Ponses to staff commznts on the final plat) 4. The applicant cannot e><clude the word homeowner's from the pedestrian ace Couury )Engineer will require the word Aomcowner's to he added, css statement. or sidewalk Kill be dedicated to City. I would recom ~ the word is Tbc Ade easement document. however, the easement must be recorded eithor hVe >oiution~so has pa,b~,a~y the recording of the final plat The easergeot cannot be c prior to the recording or alter rested un the final plat. 5• The applicant will comply, 6• "fhc applicant will comply. 7• The applicant will comPlY• The applicant will not transfer ownership of the to Nampa-Meridian irrigation District pressure irrigation system $. The applicant's engineer will provide the required documentation. 9. 7'he applicant intends to locate the pump station a,tside the flnadplain. if the be located outside the floodplsin arcs, the applicant will comply with this r u' Pump station cannot 10. The a eq a'ement. toP• We belneve thisompe o} ne a~lleHrtt inlend~ to construct a (4) foot solid fence with a 2 Pw'Poscs. ~ ~mn8 will allow some privacy yet preserve visibility far safety) lattice I I~ The applicapi has concerns about this r Srst Phase. The Public Works De P ovrsron which severely Gam ry Line wonld he constructed in the fallppp nd t~hathtbas rngd°~ ~~ sh F velrty to develop the issue. It i, my uaderstaudin Mile Relief Sewer g that ~ construction bas taken PPrnral would be a ann. place on the p-oposed line. If this DEC 29 '0@ 0952 p.2 Por.~ ~~ z0'3gdd MAYOR Robert D. Currie CITY COUNC[L MEMBERS Ron Anderson Keith Bird Tammy deWecrd Cherie McCandless bbL0b8880Z HUB OF TREASURE VALLEY 6I:~T 00~ £T ~3Q A Good Place to hive CITY OF M~R.IDIAN 33 EAST IDA,IiO MERIDIAN, IDAI~IO 33642 (2Q8) 588-4433 • Fax (203) 857.4813 City Clerk Office Fax (208) 8SS-4218 LEGAL DEPAK1-MENT t_os) ?ss-.',a94 • Fax 2SS-2501 PUBLIC WORKS BUILDING DEPARTMENT lzos) sS~•2~t1 • Fax es~-t2~~ PLANNING AND ZONING DEPARTMENT (206) 531-5533 • Fax 838-GS54 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Cterk, by: December 26 2000 Transmittal Date: December 1 2000 Hearing Date: January 2, 2001 File No.: FP 00-025 Request: Final Plat approval of 54 building lots and 8 other lots on 19.08 acres in an R-4 zone for Bridgetower Subdivision No. 1 By: Primeland Development Co.,LLP Location of Property or Project: North of Ustick Road East of Ten Mile Rd. Sally Norton, P/Z ~o vaq, vnc, w~ Kent Brown, P/Z ~~ vnrt vac, ~P~ Thomas Barbeiro, P/Z ~nrc vqn, vnc, FP) Richard Hatcher, P/Z nva vwt, vnc, FPJ ____~ Keith BOrup, P/Z INO vaa~, vac. FPf Robert Currie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department Sanitary Service r~ vnR, vac, PPJ Building Department Fire Department Police Department City Attorney City Engineer City Planner Parks Department ~toaraeno K • 27 FD . pI PP,PFP - 20 VAR.NAC • 20 CUD . Z8 -- - ^- --~ Meridian School District r~F?~ Meridian Post Office (FP/PPonly~ Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian brig. District Settlers Irrigation District Idaho Power Co. (FA'apcn~y~ U. S. West rFP~p «~y~ Intermountain Gasr~P~P~,~ Bureau of Reclamation (FP~PPuelyJ Idaho Transportation Department (NcFP, Ada County rM~.aD~,~r~ DEC 1 ~ Z000 City of IVleridia~ f."itw t"terk ®ffice ZAiZAd t~bLAb888AZ=QI RE'~E~~ T MAYOR Robert D. Corrie /~ /~ HUB OF TREASURE VALLEY A Good Place to Live LEGAL DEPARTMENT CITY OF MERIDIAN ('O8) 8 2501 PUBLIC WORKS 33 EAST IDAHO BUILDING DEPARTMENT MERIDIAN, IDAHO 83642 ('_08) 887-2211 • Fax 887-1297 (208) 888-4.133 • Fax (208) 887-4813 PLANNING AND ZONING City Clerk Office Fax (208) 888-4218 DEPARTMENT (208) 884-5533 • Fax 888-6854 CITY COUNCIL MEMBERS Ron Anderson Keith Bird Tammy deWeerd Cherie McCandless TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recomm endations to Meridian City Hall Attn: Will Berg, City Clerk, by: December 26 2000 Transmittal Date: December 1 2000 Hearing Date: January 2, 2001 File No.: FP 00-025 Request: Final Plat approval of 54 building lots and 8 other lots on 19.08 acres in an R-4 zone for Bridgetower Subdivision No. 1 By: Primeland Development Co. LLP i , Location of Property or Project: North of Ustick Road East of Ten Mile Rd. Sally Norton, P/Z (nro VAR, VAC, FP) Meridian School District ~nr0 FPJ Kent Brown, P/Z rnw vaR, vac, FP) Meridian Post Office (FP~PP only) Thomas Barbeiro, P2 ~ var2 vac. FP) Ada County Highway District Richard. Hatcher, P/Z (Alo VaR, VAC, FP) Community Planning Assoc. Keith Borup, P/Z nvo vaR, vac, FP) Central District Health Robert Corrie, Mayor Nampa Meridian Irrig. District ;f Ron Anderson, C/C Settlers Irrigation District Tammy deWeerd, C/C Idaho Power Co. (FP~PPOnIy) Keith Bird, C/C U.S. West (FP/PPon/yJ Cherie McCandless, C/C Intermountain GasrFP~PPOn/yJ Water Department Bureau of Reclamation rFP~PPonlyJ Sewer Department Idaho Transportation Department rN0 FP) Sanitary Service Mo vAl~ vac, FP) Ada County rannr.ta„ onryJ ~`, ~ Building Department Your Concise Remarks: a ,~,(~/~ ~d2-/~ v~l ~~ ' ' Fire bepartment . Police Department. ~~ ; ~~~ ~ ~. City Attorney l,u~t; ~ i~ City Engineer ~~ ~ J ~I ~`ca; City Planner Parks Department rR.,ldnwlonry~ i ~ ~ 4 AZ • 27 FP - 2t PP/PFP - 26 VARNAC - 20 CUP - 28 - i I ~I.~I,~:y~.a,,. ~~~ ~ ~H~t' '. ~~~ ~~~ ss f 4' ~~} ~, r9 ~ P ' REC'~~D a ~ ~ ~t .Y ''~ ~ is ~' ~ ^. ~ ~ ~. ~ ~~~' ~ ~ {nt 200Q ~ . £ a Y Pr i' ''` `' CITY OF MERIDIAN .-. ** TX CONFIRho-,.ION REPORT ** DATE TIME TOiFROM 24 12111 16 02 PUBLIC WORKS 25 1211 16 03 208 888 6854 CITY OF MERIDIAN rk. ~, MAYOR Robert D. Currie CITY COUNCIL MEMBERS Ron Andcrsoa Keith Bird Tautmy dcWeerd Cherie McCandless AS OF DEC 11 '00 16=03 PAGE.01 MODE MINiSEC PGS OF--S 00'22" 001 EC--S 00'31" 001 CMD# STATUS 086 OK 086 OK HUB OF TREASURE ~gLL£Y A Good )?lace to Live CxTY OF ME1~I~IAN 33 EAST IDAFIO MERIDIAN, IDAIiO 83642 (20S) 888-aa33 • Fax (208) 887-a813 City Clerk Officc Fax (20S) 888-4218 LEC,~L DEPARTMENT (:08) 28A-2699 -Fox ?88.2501 PUBLIC WORKS BUILDrvG DEPARTMENT ('_O6)397•Z211 • Fax S87-1297 PLANNING AND ZONING DEPARTMENT (208)BS1.7533 • Fax 888.6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN By: Primeland Qeve Location of Properly or Project: ~. To insure that your comments and recommendations will be considered by the Meridian City Council please submit-your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: December 28 2000 Transmittal Date: December 1 2000 Hearing Date: January 2, 2001 File No.: FP~00-025 Request: Final Plat approval of 54 building lots and 8 other lots on 19 08 acres in an R-4 zone for Brtdgetower Subdivision No. 1 of `'! Sally Norton, P/Z mw vAR vat rn~ Kent:Brown P2 1Nc vAR vac ~ Meridian School District /nwFV~ ' `~ ,. , ~ Thomas Bartiero, ~PlZ ~ r~ var, v,,c. ~ Richard Hatcher - P/Z a vnr v Meridian Post Office rFrmvony~ Ada County Highway District , ac rr~ m t Keith Borup, P2 ~ vaR, vnC rn~ Community Planning Assoc. Central District Health ~ r' Robert;Corrie, Mayor Ron Anderson C/C Nampa Meridian brig- District , , Tammy deWeerd, G/C Settlers Irrigation District Idaho Power Co. t<wanonpp Keith Bird; C/C' '' U.S. West ~vrvay~ Cherie McCandless, C/C Intermountain Gas~~Pa~M Water Department Bureau of ReGamation rr~wPai~ Sewerpepartmept ~, Sanitary Service Ma4AR vnr; w Idaho Transportation Department rH~~~ +; ^, / Building Department ~ Your Concise Remarks: Ada County rwrn.enn onry~ a ,~.,(/S ~~-~~ ~~ Fire Department `~„; , 'Po~ipe pepartment; ; .I ~ ; ~ ~ Citlr:At~orney, . ~ - Il~rl, '~~r ' ~ ~ ~ ~ City Erfgir~eer ~ i ,t, 'la(; ' PI niter ! '~ityr„ ~. P,aiks Depa~menf rp-.~.Mwou„ - i ; ~ ~ i ~ ~ ,i ~ ,nx • n -p -t~ vvryva. =e v/uyvpe • ie ws-ae ! ~ ~ ~,~Ir' ~ "P ~~ _ - c'~~D ~~ ~~ ~' , DEC 1 4 X000 "~.r' . ; ~ ~ ~ ~ : CITY OF MERIDIAN ,~''., VA[.LEY LEGAL DEP.4 RTM EN~IoI ~~ /+. HUB OF TREASURE i,081,gg_ia99 •Fax~~`~-~- A Good Place to Live IAN PUBLIC w'oRxs MAYOR Y ~~ MERID BU1LDlNG DEPARTMEN 97 CIT (2081 887-2211 • Fax 887- ROberc D. Corr.e 1 1 33 EAST IDAHO CITY COUNCIL MEMBERS IDAHO $36-12 PLANNING AND ZONING MERIDIAN, X08) 387.4813 ~ u~+ARTMENT Ron Anderson (208) S88-41133 'Fax (" Fax 888-6851 888-4218 (208~9'~3~~,, Keith Bird 208) ~- deWeerd City Clerk Office Fax ( ~~~ Tammy ,~ g Cherie McCandless S ON DEVELOPMENT PRQJE~ RANSMITTALS TO AGENCIES FOR COMM F MERIDIAN T WITH THE CITY O the Meridian City r comments and recommendations will endat ons to Meridian City Hall To insure that you Council please submit your comments and recom December 26 2000 2, 2001 Attn: Will Berg, City Clerk, by: ~anUa December 1 2000 Hearing Date: ry Transmittal Date: File No.: FP 00-025 Request: Final Plat approval of 54 building lots and 8 other lots on 19.08 acres m an R-4 zone for Bridgetower Subdivision No. By: Primeland Development Co.,LLP Location of Property or Project: North of Ustick Road East of Ten Mile Rd. Sally Norton, P/Z pvo vaR, vac, FP) Meridian School District Mo FP) Kent Brown, P/Z rivo vaR, vac, FP) Meridian Post Office (FP~PP on~yJ Thomas Barbeiro, P/Z nvo vaa, vac, FP) Ada County Highway District Richard Hatcher, P/Z Mo vaR, vac, FP) Community Planning Assoc. Keith Borup, P/Z rwo vary, vac, FP) Central District Health Robert Corrie, Mayor Nampa Meridian Irrig. District Ron Anderson, C/C Settlers Irrigation District Tammy deWeerd, C/C Idaho Power Co. rFP~PPcN~ Keith Bird, C/C U.S. West (FP~PPoNyJ Cherie McCandless, C/C Intermountain GasrFPrPPO~r~ Water Department Bureau of Reclamation (FP~PPon~yJ Sewer Department Idaho Transportation Department r~oFP~ Sanitary Service rnro vaR, vac, FP) Ada COUnty (annexation only) Building Department ~ " Fire Department Police Department City Attorney __ City Engineer __ City Planner Parks Department r~ea;~„a AZ - 27 FP - 24 PP/PFP - 26 VARNAC - 20 CUP - 28 ,~, ** TX CONFI(<. ,ION REPORT ** DATE TIME TO/FROM 12 12/14 12 11 PUBLIC WORKS 13 12/14 12 12 208 888 6554 AS OF DEC 14 'd0 12=12 PAGE.1 CITY OF MERIDIAN MODE MIN/SEC PGS CMD#f STATUS OF--S 00'33" 002 213 OK EC--S 00'44" 002 213 OK ~• DISTRICT CENTRAL CENTRAL DISTRICT HEALTH DEPARTMENT i1THE/~LTH EnYironmental Npalth Divicion Return to: DEPARTMENT ~+ CEr~~ ^ Boise 1J ^ Eagle Rezone # CEC 1 4 2000 ^ Garden City Conditional Use # CITY OF NII'aRIDIAN Meridian Preliminary Fina Short Plat p _d~-- O Kuna ,,~, „~ O ACZ ^ Star 1. We have No Objections to this Proposal. ^ 2. We recommend Denial of this Proposal, ^ 3. Specific knowledge as to the exact type of use must be provided before we can comment on this Proposal. ~ 4. We will require more data concerning soil conditions on this Proposal before we can comment. ~ 5, Before we can comment conceming individual sewage disposal, we will require more data conceming the depth of: ^ high seasonal ground water ^ waste flow characteristics u or bedrock from original grade ^ other ^ 6. This office will require a study to assess the impact of nutrients and pathogens to receiving ground waters and/or surface waters. ^ 7. This project shall be reviewed by the Idaho Department of Water Resources conceming well construction and water availability. After writt approval from appropriate entities are submitted, we can a rov ~c2ntral sewage ^ communit se PP a this proposal for: 0 interim sewa e y wage system ^ communiry water welt 9 central water ^ individual sewage ^ individual water 9. The following plan(s) must be submitted to and approved by the Idaho Department of Health 8 Welfare, Division o,~f nvironmental Quality: jt~entral sewage ^ community sewage system ^ community water ^ sewage dry lines ~ central water ~0. Run-off is not to create a mosquito breeding problem. ^ 11. This Department would recommend deferral until high seasonal ground water can Ire determined if other considerations indicate approval. O 12. If restroom facilities are to be installed, then a sewage system MUST be installed to meet Idaho State Sewage Regulations. ~ 13. We will require plans be submitted for a plan review for any: ^ food establishment ^ swimmin ^ beverage establishment 9 Pools or spas ^ child care center ^ grocery store / ~t Date: ~~/ Gy _G1ALGrst/IrOr FCl^4~ J•iIr'- ~.n GOH^.+7P..~/'~ ,L ^~ Reviewed By: ~~_~d~ cu+oeao~ Review Sheet ~~ ~ EVALUATION SHEET Proposed Development Name BRIDGETOWER SUBDIVISION NO. 1 Date Reviewed 12-14-2000 Preliminary Stage File No. PFP-00-017 Final X The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (under direction of the Ada County Engineer) regarding this development in accordance with the Ada County Street Name Ordinance. The following street names shall appear on the plat " W. USTICK ROAD " The following street names are approved and shall appear on the plat " N. TOWERBRIDGE WAY " " N. STATION AVENUE " " W. PRIMELAND DRIVE " " W. CROSSLAND DRIVE " " N. COACHMAN AVENUE " " W. PRIDE CROSSING DRIVE " The above street name comments have been read and approved by the following agency representatives of the ADA COUNTY STREET NAME COMMITTEE. All of the signatures must be secured by the representative or his/her designee in order for the street names to be officially approved. ADA COUNTY STREET NAME COMMITTEE 3 OR DESIGNEES Ada County Engineer Community Planning Assn City of Meridian Meridian Fire District John Priester Sherri Pillow Cheryl Sable Representati~ Date C Z !~ pp Date z. ~y o.c, Date /Z / y- Z u m Date ` /7 ~~~. - l / - ~D NOTE: A copy of this evaluation sheet must be presented to the Ada County Engineer at the time of signing the "final plat", otherwise the plat will not be signed!!! Sub Index NUMBERING OF LOTS AND BLOCKS Street Index 4N I W 35 Section K:\Data\WordUr\BOISE CITY EVALUATION SHEET.doc CITY OF MERIDIAN m tA°''e POBLIC WORKS / BUILDING DEPARTMENT HONANDERSON KEITH END March2 2001 c mcctl.oLsss Ms Kathy Stroschpr, P.E. Briggs Engineerm& Ina. 1900 W. Overbud Rd. Boise, fdaim 83705 Re: PRIMELANDSUB ION & BMGE'I'OWERSUBDIVISIONNO. I Dear Kathy; We haw: reviewed the sanitary sower and domestic water development plans you bave submitted for this development,end accept themfor conduction purposes. By stamping aad sitpingthe improvemem plans, the. Registered Professional Engineer ensures the City last the pines cautioned to all City standards and policies Any verimaces or wrivers to these standards and policies most be specifically and previously approved in writing by the City. Aocepta se of du improvement plans by the City does not relieve the Registered Pmfersional Engines of these responsibilities. This acceptance shag expire arm year from the data of this letter. If construction bas not mvurumccd by the expiration date, plats wig have to be resubmitted for review befom construction may proceed. You may schNule a procotstmction meeting with us after you receive, roadway plan approval from the AN County Highway District, pressurized irrigation plan approval from the entity having Prisdctien owes design sod construction, and sewer & water plan approval from the State of Idaho Department ofEnvirotmental Quality. Ibis development is within the area of the City Urban Service Boundary. Om water distribution system can provide domestic water service, nest the minimum requr d fire lbw (1000 GPM) W this deveIro en; and we cam accept the sanitary sewage wastes fur treatmeva at our sewage treatment facility. These detenumations have been made by use as computer models developed for am facility plans. Please provide twenty (20) sets of"Coromtction Plans" m my office a minimum of 3 days prior to lbe Pic- construction reading, All plans being used on the job she must have the City of Meridian Approved for Construction stamp affixed to them. M job completion. recent drawings (prima and electronic ncMia), and fore] construction costs must be submitted to rho Public Works Department, The new mans will not be considered final until rhea items are received. Byou sluakl lave any questions, plcare stool hesitate to call. S' any D. tly P.R. Muidiart City Engineer cc. Pik C. Hudson J. Shawcro0 201) Boat Forma, sack IN Merman, Idaho 83642 Ph000 (209) 887-2211 Fax (eas] saw-last Analysis Results Scenario j� �' Trile: Bridgetower No. 1 `-- Project Engineer: Kurt Reriford Project Date: 09/11/00 Comments: Scenario Summary Label Base Demand Alternative Base-Average Daily Physical Alternative Base-Physical Initial Settings Alternative Base-Initial Settings Operational Alternative Base-Operational Age Alternative Base-Age Alternative Constituent Alternative Base-Cormtituent Trace Alternative Base-Trace Alternative Fire Flow Alternative Base-Fire Flow Liquid Characteristics Liquid Water at 20C(68F) Specific Gravity 1.00 Kinematic Viscosity 0.108e-4 ft'1s Network Inventory Number of Pipes 69 Number of Tanks 0 Number of Reservoirs 1 -Constant Area: 0 Number of Junctions 57 -Variable Area- 0 Number of Pumps 1 Number of Valves 3 Constant Power: 0 FCV's: 3 One Point(Design Point) 0 -PBV's: 0 -Standard(3 Point): 1 -PRV's: 0 -Standard Extended: 0 -PSV's: 0 -Custom Extended: 0 -TCV s: 0 �... -Multiple Point: 0 Number of Spot Elevations 0 Pipe inventory Total Length 13,110.00 ft 3 in 5,102.00 ft 6 in 2,231.00 ft 4 in 5,777,00 ft Tuttle:Bridgetower No.1 Project Engineer:Kurt Reliford c:1...W610601%drawingsloutside orig\0601-pirr.wcd Briggs Engineering Cybernet v3.1 (071d] 09/12/00 03:20:55 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 Analysis Results Scenario: Base Steady State Analysis Pipes 0 0.00 hr Label Status Constituent Flow Velocity From To Friction Minor Total Headless (mgA) (gpm) Oils) Grade Grade Loss Loss Headloss Gradient (ft) (ft) (ft) (ft) (ft) (ft11000ft) P-62 Open NIA 326.00 3.70 2,566.00 2,565.84 0.16 0.00 0.16 7.20 P-64 N/A NIA NIA NIA NIA N/A NIA NIA NIA NIA P-65 NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA P-66 N/A NIA NIA NIA NIA NIA NIA N/A NIA NIA P-67 NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA P-68 NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA P-69 NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA P-70 N/A NIA N/A NIA NIA NIA N/A NIA N/A NIA P-71 NIA NIA N/A NIA NIA NIA NIA NIA NIA NIA P-72 NIA N/A NIA NIA NIA NIA NIA N/A N/A NIA P-73 NIA NIA N/A N/A NIA NIA NIA NIA NIA NIA P-74 Open NIA 326.00 3.70 2.725.41 2,725.07 0.33 0.00 0.33 7.20 P-75 Open NIA 6.34 0.16 2,695.08 2,695.05 0.03 0.00 0.03 0.04 P-76 Open NIA 6.34 0.16 2,695.05 2,695.05 0.24e-2 0.00 0.24e-2 0.04 P-77 Open NIA 6.34 0.16 2,695,05 2,695.04 0.01 0.00 0.01 0.03 P-78 Open NIA 80.86 2.06 2,695.92 2,69504 0.88 0.00 0.88 3.93 P-79 Open N/A 80.86 2.06 2,697A 9 2,695.92 1.26 0.00 1.26 3-93 P-81 Open NIA 326.00 3.70 2,725.07 2,723.33 1.74 0.00 134 720 P-82 Open NIA -0.12e-2 0.31 e-4 2,72507 2,725.07 0.00 0.00 0.00 0.00 P-83 Open NIA 326.00 3.70 2,716.81 2,715.29 1.52 0.00 1 52 7.20 P-84 Open NIA 326.00 3.70 2,723.33 2,716.81 6.52 0.00 6-52 7.20 P-86 NIA NIA N/A NIA NIA NIA N/A N/A NIA NIA P-87 NIA NIA N/A NIA N/A NIA N/A NIA NIA NIA P-88 NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA P-89 NIA NIA NIA NIA NIA NIA NIA N/A NIA NIA P-90 NIA NIA NIA NIA NIA NIA NIA NIA N/A NIA P-91 NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA P-92 N/A NIA NIA NIA NIA NIA NIA N/A NIA N/A P-93 NIA NIA NIA NIA NIA N/A NIA NIA NIA NIA P-94 NIA NIA NIA NIA NIA NIA NIA N/A NIA NIA P-95 NIA N/A N/A NIA NIA NIA NIA NIA NIA N/A P-96 NIA N/A NIA NIA NIA NIA N/A NIA NIA NIA P-97 NIA NIA NIA N/A NIA NIA NIA NIA NIA NIA P-98 Open NIA 1.20 0.05 2,695.04 2,695.04 0.2e-2 0.00 0.2e-2 0.01 P-99 Open NIA 1.20 0.05 2,695.04 2,695.04 0.17e-2 0.00 0.17e-2 0.01 P-100 Open NIA 1.20 0.05 2,695.04 2,695.03 0.12e-2 0.00 0.12e-2 0.01 P-101 Open NIA -84.80 3.85 2.69503 2,697.16 213 000 213 17,43 P-102 Open NIA -84.80 3.85 2,697.16 2,698.90 1-74 0.00 1.74 17A3 P-103 Open NIA -84.80 3.85 2,698.90 2,701.42 251 p 00 2.51 17.43 P-104 Open NIA -84.80 3.85 2,701.42 2,702.55 1.13 0.00 1.13 17.44 P-105 Open NIA -80.86 3.67 2,697.19 2,704.66 7.47 0.00 7.47 15.96 P-106 NIA N/A N/A NIA NIA NIA NIA N/A NIA NIA P-107 Open NIA -84.80 3.85 2,702.55 2,704.66 2.11 0-00 2.11 17.43 P-108 Open NIA -165.66 4.23 2,704.66 2.707.06 2.40 0.00 2.40 14.82 P-109 Open NIA -0.13e-2 0.32e-4 2,716.81 2.716.81 0.00 0.00 0.00 0.00 P-110 Open NIA 74.34 3.37 2,707.06 2,705.35 1.71 0.00 1.71 13.66 P-111 Open NIA 74-34 3.37 2,705.35 2,704.56 0.79 0.00 0.79 13.67 P-112 Open NIA 74.34 3.37 2,704.56 2,701.02 3.54 0.00 3.54 13.67 P-113 Open NIA 74.34 3.37 2,701.02 2,699.65 1.37 0.00 1.37 13.66 P-114 Open NIA 74.34 3.37 2,699.65 2,698.05 1.60 0.00 1.60 13.67 P-115 Open NIA 74.34 3.37 2,698.05 2,695.10 2.95 0.00 2.95 13.67 Title:Bridgetower No.1 Project Engineer:Kurt Reliford c:1..106106011drawingsloutside arig10601-pirr.wcd Briggs Engineering Cybernet v3.1 [071d) Analysis Results Scenario: Base Steady State Analysis Pipes Q 0.00 for Label Status Constituent Flow Velocity From To Friction Minor Total Headloss (mg/l) (gpm) (ftls) Grade Grade Loss Loss Headloss Gradient (ft) (ft) (ft) (ft) (ft) (ft/1000ft) P-116 N/A N/A NIA NIA NIA NIA N/A NIA NIA NIA P-118 Open NIA 1.86 0.08 2,695.08 2,695.08 0.00 0.00 0.00 0.00 P-119 Open NIA 6.34 0.29 2,695.10 2,695.08 0.02 0.00 0.02 0.14 P-120 Open N/A 4A8 0.11 2,695.08 2,695.08 0.00 0.00 0.00 0.00 P-121 Open NIA -1.86 0.05 2,695.08 2,695.08 0.00 0.00 Goo 0.00 P-122 Open NIA 0.00 0.00 2,695.04 2,695.04 0.00 0.00 0.00 0.00 P-123 NIA NIA NIA N/A NIA NIA NIA NIA WA NIA P-124 Open NIA -326.00 3.70 2,711.48 2,715.29 3.81 0.00 3.81 7.20 P-125 Open N/A 0.13e-2 0.61 e-4 2,695.08 2,695.08 0.00 0.00 0.00 0.00 P-126 Open NIA -240.00 6.13 2,707.06 2,709.50 2.44 0.00 2.44 29A3 P-127 Open NIA -326.00 3.70 2,709.50 2,711.48 1.98 0.00 1.98 7.20 P-128 Open NIA 86.00 2.20 2,709.50 2,708.84 0.66 0.00 0.66 4.41 P-129 Open NIA 0.37 0.01 2,708.84 2,708.84 0.00 0-00 0.00 0.00 P-130 Open N/A 0.37 0.01 2,708.84 2,708.84 0.00 0.00 0.00 0.00 P-131 Open NIA 0.37 0_01 2,708.84 2,708.84 0,00 0.00 0.00 0.00 P-132 Open NIA 0.37 0,01 2,708.84 2,708.84 0.00 0.00 0.00 OAO P-133 Open NIA 0.37 0.01 2,708.84 2,708.84 0.00 0.00 0.00 0.00 P-134 Open N/A 0.37 0.01 2,708.84 2,708.84 0.00 0.00 0.00 0.00 Title:Bridgetower No. 1 Project Engineer.Kurt Reliford CA...106W6011drawingsloutsideorig\0601-pirr.wcd Briggs Enginooring Cybemetv3.1 [071d] 09/12/00 03:20:55 PM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 3 Analysis Results Scenario Title: Bridgetower No. 1 �-- Project Engineer: Kurt Reliford Project Date: 09/11/00 Comments: Scenario Summary Label Base Demand Alternative Base-Average Daily Physical Alternative Base-Physical Initial Settings Alternative Base-Initial Settings Operational Alternative Base-Operational Age Alternative Base-Age Alternative Constituent Alternative Base-Constituent Trace Alternative Base-Trace Alternative Fire Flow Alternative Base-Fire Flow Liquid Characteristics Liquid Water at 20C(68F) Specific Gravity 1.00 Kinematic Viscosity 0.108e-4 ftzls Network Inventory Number of Pipes 69 Number of Tanks 0 Number of Reservoirs 1 Constant Area- 0 Number of Junctions 57 Variable Area: 0 Number of Pumps 1 Number of Valves 3 -Constant Power: 0 FCV's: 3 -One Point(Design Point): 0 -PBV's: 0 -Standard(3 Point): 1 -PRV's: 0 -Standard Extended: 0 Ps1Ps: 0 -Custom Extended: 0 TCV's: 0 ._. -Multiple Point: 0 Number of Spot Elevations 0 Pipe Inventory Total Length 13,110.00 ft 3 in 5,102,00 ft 6 in 2,231.00 ft 4 in 5,777.00 ft Tide:Bridgetower No. 1 Project Engineer:Kurt Reliford c:1...\06\0601klrawingsloutside ong10601-pirr.wod Briggs Engineering Cybernetv3.1 (071d] 08112/00 03:23:34 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 Analysis Results Scenario: Base Steady State Analysis Junctions @ 0.00 hr Label Constituent Calculated Pressure Demand Pressure (mg/[) Hydraulic (psi) (Calculated) Head Grade (gpm) (it) (ft) J-53 NIA 2,725.07 1,178.41 0.00 2,725.07 J-54 NIA NIA N/A WA NIA J-55 NIA NIA NIA NIA NIA J-56 NIA NIA NIA NIA NIA J-57 NIA NIA NIA N/A NIA J-58 NIA NIA NIA NIA NIA J-59 NIA NIA NIA N/A NIA J-60 NIA NIA N/A N/A N/A J-61 NIA NIA NIA NIA NIA J-62 N/A NIA NIA N/A NIA J-63 NIA NIA NIA NIA NIA J-64 NIA NIA NIA NIA N/A J-65 NIA 2,695.08 5820 0.00 134.58 J-86 NIA 2,695.05 58.40 0.00 135.05 J-67 NIA 2,695.05 58.61 0.00 135.55 J-68 NIA 2,695.04 59.69 86.00 138.04 J-69 WA 2,695.92 60.51 0.00 139.92 J-70 NIA 2,697.19 60,84 0,00 140.69 J-71 NIA 2,715.29 67,59 0,00 156.29 J-72 NIA 2,723.33 68.47 0.00 158.33 J-73 NIA 2,716.81 67.81 0.00 166.81 J-74 NIA NIA NIA N/A NIA J-75 NIA NIA WA NIA NIA J-76 NIA NIA NIA WA NIA J-77 NIA NIA NIA WA NIA J-78 WA NIA WA WA WA J-79 WA WA WA NIA WA J-80 WA WA WA WA NIA J-81 WA WA WA WA WA J-82 NIA NIA NIA WA NIA J-83 WA NIA NIA WA NIA J-64 NIA 2,695.04 59.26 0,00 137.04 J-85 NIA 2,695.04 59.26 0.00 137.04 J-86 NIA 2,695.03 58.83 86,00 136.03 J-87 NIA 2,697.16 59.75 0.00 138.16 J-88 NIA 2,698.90 60.72 0.00 140.40 J-89 WA 2,701.42 62.23 0.00 143.92 J-90 NIA 2,702.55 62.72 0.00 145.05 J-91 NIA 2,704.66 63.85 0.00 147.66 J-92 NIA 2,707.06 64.89 0.00 150.06 J-93 NIA 2,705.35 63.94 0.00 147,85 J-94 NIA 2,704.56 63.59 D.00 147.06 J-95 NIA 2,701.02 61.41 0.00 142.02 J-96 N/A 2,699.65 60.39 0.00 139.65 J-97 NIA 2,698.05 59.48 0.00 137.55 J-98 N/A 2,695,10 57.99 58.00 134.10 J-99 N/A 2,695.08 57.76 0.00 133.58 J-100 NIA 2,695.08 57.76 0.00 133.58 J-101 NIA 2,695.04 59.48 0.00 137.54 J-102 NIA 2,711.48 66.37 0.00 153.48 Tide:Bridgetower No. 1 Project Engineer=Kurt Reliford c-1-..106106011drawingsloutside orig10601-pirr.wcd Briggs Engineering Cybernet v3.1 [071d] no/11>rnn n1l. .-Ar.ORA ON I.J--. -,4 RA-0-4 I-- Q7 Rr....L-;An On-A IAfa4erF.,.n. f r n,27nFt I ISA MWAN 79F_1C=9 0-7 Analysis Results Scenario: Base Steady State Analysis Junctions @ 0.00 hr Label Constituent Calculated Pressure Demand Pressure (mgfi) Hydraulic (psi) (Calculated) Head Grade (gpm) (it) (it) J-104 NIA 2,709.50 65.95 0.00 152.50 J-105 N/A 2,706.84 65.66 86.00 151.84 J-106 NIA 2,708,84 67.39 0.00 155.84 J-107 NIA 2,708,84 67.17 0.00 155.34 J-108 N/A 2,708.84 66.96 0.00 154.84 J-109 NIA 2,708.84 63.50 0.00 146.84 J-110 NIA 2,708.84 65.66 0.00 151.84 ti. Title:Bridgetower No. 1 Project Engineer Kurt Reliford c:1...10 610 6 0 1 1draw9ngsloutside orig10601-pirr.wcd Briggs Engineering Cybernet v3.1 (071d] 09112MO 03:23:35 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 3 Analysis Results Scenario: Base Steady State Analysis Title: Bridgetower No. 1 t"/ Project Engineer: Kurt Reliford t" Project Date? 09/11/00 Comments: Scenario Summary Label Base Demand Altemative Base-Average Daily Physical Altemative Base-Physical Initial Settings Alternative Base-Initial Settings Operational Alternative Base-Operational Age Alternative Base-Age Alternative Constituent Alternative Base-Constituent Trace Alternative Base-Trace Alternative Fire flow Alternative Base-Fire Flow Liquid Characteristics Liquid Water at 200(68F) Specific Gravity 1 00 Kinematic Viscosity 0.108e-4 ft21s Network inventory Number of Pipes 66 Number of Tanks 0 Number of Reservoirs 1 Constant Area: 0 Number of Junctions 57 Variable Area- 0 Number of Pumps 1 Number of Valves 0 Constant Power: 0 FCV's- 0 One Point(Design Point): 0 PBV's- 0 Standard(3 Point): 1 PRV's: 0 Standard Extended: 0 PSV's 0 Custom Extended: 0 TCV's- 0 MuMple Point: 0 Number of Spot Elevations 0 Pipe Inventory Total Length 13,111.00 ft 3 in 5,102.00 ft 6 in 22.00 ft 4 in 7,987,00 ft Junctions 0.00 hr Label Constituent Calculated Pressure Demand Pressure (mgll) Hydraulic (psi) (Calculated) Head Grade (gpm) (ft) (ft) J-53 NIA 2,723.02 1,177.52 0.00 2,723.02 J-54 NIA 2,718,49 65.94 0.00 152.49 J-55 NIA 2,717.71 65.60 0.00 151.71 J-56 NIA 2,709.11 62.32 0.00 144.11 J-57 NIA 2,706.28 61.96 0.00 143.28 J-58 N!A 2,705.91 61.80 0.00 142.91 J-59 NIA 2,705.66 61,69 0.00 142.66 J-60 NIA 2,70523 61,72 0.00 142.73 J-61 NIA 2,704.89 6201 000 143,39 J-62 NIA 2,703.91 62.02 0.00 143.41 J-63 NIA 2,701.76 60.87 86.00 140.76 J-64 NIA 2,701.62 61.02 0,00 141.12 J-65 NIA 2,700.41 60.50 0.00 139.91 J-66 NIA 2,699.26 60.22 0.00 139.26 J-67 N/A 2,699.17 60A0 0.00 139.67 J-68 NIA 2,698.87 61.35 86.00 141.87 J- 9 NIA 2,698.96 61,82 0.00 14296 J-70 NIA 2,699,10 61.66 0.00 142.60 J-71 NIA 2,706.29 63.69 0.00 147.29 Ti fe'i3rxkjib ower No-4 Project Engineer:Kurt Reliford c:1...106106011drawingsloutside orig10601-pirr.wcd Briggs Engineering Cybernet v3.1 [071dj 09/12/00 02.23:17 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 2 Analysis Results Scenario: Base Steady State Analysis Junctions @ 0.00 hr Label Constituent Calculated Pressure demand Pressure (mg/1) Hydraulic (psi) (Calculated) Head Grade (gpm) (ft) (ft) J-72 NIA 2,719,83 66.95 0.00 154.83 J-73 NIA 2,70T91 63.96 o.00 147.91 J-74 NIA 2,707,79 63.48 0.00 146.79 J-75 NIA 2,707.71 63.44 0.00 14671 J-76 NIA 2,707,70 62.36 68.00 14420 J-77 NIA 2,708.09 62.31 0.00 144.09 J-78 NIA 2,706.58 62.31 0.00 144.08 J-79 NIA 2,706.44 63.32 0.00 146-44 J-80 NIA 2,705.05 62.94 0.00 145.55 J-81 NIA 2,704.72 62.58 0,00 144.72 J-82 NIA 2,704.41 62.23 0.00 143.91 J-63 NIA 2,704.18 62.13 0.00 143.68 J-84 NIA 2,699.09 61.01 0.00 141_09 J-85 N/A 2,699.31 61_11 0,00 141_31 J-86 NIA 2,699.44 60.73 0.00 140A4 J-87 NIA 2,699.54 60.77 0.00 140.54 J-88 NIA 2,699-62 61.03 0.00 141.12 J-89 NIA 2,699.74 61.51 0.00 142.24 J-90 NIA 2,699.79 61.53 0.00 142.29 J-91 NIA 2,699.89 61.79 0,00 142.89 J-92 NIA 2,700.06 61.87 0.00 143.06 J-93 NIA 2,700.10 61.67 0.00 142.60 J-94 NIA 2,700.12 61.68 0.00 142.62 _ J-95 NIA 2,700.21 61.06 0.00 141,21 J-96 NIA 2,700.25 60.65 0.00 14025 J-97 NIA 2,700.28 60.45 0.00 139.78 J-98 NIA 2,700.36 60.26 0.00 139.36 J-99 NIA 2,700.42 60.07 0.00 138.92 J-100 NIA 2,700.41 60.07 0.00 138.91 J-101 NIA 2,699.31 61.32 0.00 141.81 J-102 NIA 2,702.23 62.37 0.00 144.23 J-104 NIA 2,700.11 61.89 OM 143_11 J-105 N/A 2,699.45 61.60 86-00 142.45 J-106 NIA 2,699 45 63,33 0.00 146.45 J-107 NIA 2,699.45 63.12 0.00 145.95 J-108 NIA 2,699.45 62.90 0.00 145.45 J-109 NIA 2,699.45 59,44 0.00 137.45 J-110 NIA 2,699.45 61.60 0.00 142.45 Title:Bridgetower No_ 1 Project Engineer_Kurt Reiiford c:L..106106011drawingsloutsida orig10601-pirr.wcd Briggs Engineering Cybernetv3.1 [071d] 09M2100 02:23:17 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 2 of 2 Analysis Results Scenario: Base Steady State Analysis Title: Bridgetower No. 1 Project Engineer Kurt Reliford Project Date: 09/11/00 Comments: Scenario Summary Label Base Demand Alternative Base-Average Daily Physical Alternative Base-Physical Initial Settings Alternative Base-Initial Settings Operational Alternative Base-Operational Age Alternative Base-Age Alternative Constituent Alternative Base-Constituent Trace Alternative Base-Trace ARemative Fire Flow Alternative Base-Fire Flow Liquid Characteristics Liquid Water at 20C(68F) Specific Gravity I.00 Kinematic Viscosity 0.108e-4 ft'!s Network Inventory Number of Pipes 66 Number of Tanks 0 Number of Reservoirs 1 -Constant Area: 0 Number of Junctions 57 -Variable Area: 0 Number of Pumps 1 Number of Valves 0 -Constant Power: 0 FCV's: 0 -One Point(Design Point): 0 -PBV's: 0 -Standard(3 Point)- 1 PRV's: 0 Standard Extended: 0 -PSV's: 0 -Custom Extended: 0 TCV's: 0 -Multiple Point 0 Number of Spot Elevations 0 Pipe Inventory Total Length 13,111.00 ft 3 in 5,102.00 ft 6 in 22.00 ft 4 in 7,987.00 ft Pipes @ 0.00 hr Label Status Constituent Flow Velocity From To Friction Minor Total Headless (mgA) (gpm) (ft) Grade Grade Loss Loss Headless Gradient (ft) (ft) (ft) (ft) (ft) (ft11000ft) P-62 Open NIA 326,00 3.70 2,566.00 2,565.84 0.16 0.00 0.16 7.20 P-64 Open N/A 170.64 4.36 2,718.49 2,717.71 0.78 0.00 0.78 15.86 P-65 Open NIA 170.64 4.36 2.717.71 2,709.11 8.60 0.00 8.60 15.66 P-66 Open N/A 78.22 2.00 2,709.11 2,706.28 2.84 0.00 2.84 3.70 P-67 Open NIA 78.22 2.00 2,706.28 2,705.91 0.37 0.00 0.37 3.70 P-68 Open NIA 78.22 2.00 2,705.91 2,705.66 0.25 0.00 0.25 3.70 P-69 Open NIA 78.22 2.00 2.705.66 2,705.23 0.44 0.00 0.44 3.70 P-70 Open NIA 108.59 2.77 2.705.23 2,704.89 0.33 0.00 0.33 6.79 P-71 Open NIA 108.59 2.77 2,704.89 2,703.91 0.98 0.00 0.98 679 P-72 Open NIA 141.93 3.62 2,703.91 2,701.76 2.15 0.00 2.15 11.14 P-73 Open NIA 55.93 1.43 2.701.76 2,701.62 0.14 0.00 0.14 1.99 P-74 Open NIA -326.00 8.32 2,723.02 2,725,40 2.39 0.00 2.39 51.86 P-75 Open NIA 45.88 1.17 2.700.41 2,699.26 1.14 0,00 1.14 1.38 P-76 Open NIA 45.88 1.17 2,699.26 2,699.17 0.09 0.00 0.09 1.38 P-77 Open NIA 45.88 1.17 2,699.17 2,698.87 0.30 0,00 0.30 1.38 P-78 Open NIA -24.02 0.61 2,698,87 2,698.96 0.09 0.00 0.09 0.42 P-79 Open NIA -24.02 0.61 2,698.96 2,699.10 0.13 0.00 0.13 0.42 P-80 Open NIA 170.64 4.36 2,723.02 2.718.49 4.53 0.00 4.53 15.66 P-81 Open NIA -155.36 3.97 2,719.83 2.723.02 319 0.00 3.19 13,16 -83 O NIA -116.07 2.96 2,706.29 2,70791 1.62 0,00 1.62 7.68 T o:Bridg�o�,en nrar.�+?.---- . - -. -..- Project Engineer:Kurt Reliford c: Wt.. 6106011drawingsbutsideorig10601-pirr.wcd Briggs Engineering Cybernetv3.1 (071d] 09/12/00 02:23:38 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 0670E USA (203)755-1666 Page 1 of 2 Analysis Results Scenario: Base Steady State Analysis Pipes G_0.00 hr Label Status Constituent Flow Velocity From To Friction Minor Total Headloss (mgn) (gpm) (ftls) Grade Grade Loss Loss Headloss Gradient (ft) (ft) (ft) (ft) (ft) (ft(1000ff) P-84 Open NIA 155.36 3.97 2,719.83 2,707.91 11.93 0.00 11,93 13.16 P-85 Open NIA 39.29 1.00 2,707.91 2,707.79 0,12 0.00 0,12 1.03 P-86 Open NIA 39.29 1.00 2,707.79 2,707.71 0.08 0.00 0.08 1.04 P-87 Open NIA 5.96 0,15 2,707.71 2,707.70 0.01 0.00 0.01 0.03 P-88 Open NIA -92.41 236 2,707.70 2,708.09 0.39 0.00 0.39 5.04 P-89 Open N/A -92.41 2.36 2,708.09 2,709.11 1_03 0.00 1.03 5.03 P-90 Open NIA 30.37 1.38 2,707.70 2,706.58 1.12 0.00 1.12 2.61 P-91 Open N/A 30.37 1.38 2,706.68 2,705.23 1.35 0.00 1.35 2.61 P-92 Open NIA 3324 1.51 2,707.71 2,706A4 1.27 0.00 1.27 3.10 P-93 Open NIA 33.34 1.51 2,706.44 2,705.05 1.39 0.00 1.39 3.10 P-94 Open NIA 33.34 1.51 2,705.05 2,704.72 0.33 0.00 0.33 3.10 P-95 Open NIA 33.34 1,51 2,704.72 2,704A1 0.31 0.00 0,31 3.10 P-96 Open NIA 33.34 1.51 2,704.41 2,704.18 0.24 0.00 0,24 3.10 P-97 Open N/A 33.34 1.51 2,704.18 2,703.91 0.27 0.00 0.27 3.10 P-9B Open NIA -16 09 0.73 2,698.87 2,699.09 0.22 0.00 0.22 0.81 P-99 Open NIA -16.09 0_73 2,699.09 2,699.31 0.21 0.00 0.21 0.81 P-100 Open NIA -16.09 0.73 2,699.31 2,699A4 0.14 0.00 0.14 0.81 P-101 Open N/A -16,09 0.73 2,699.44 2,699.54 0.10 0.00 0.10 0.81 P-102 Open NIA -16.09 0.73 2,699.64 2,699.62 0.08 0.00 0.08 0.81 P-103 Open NIA -16.09 0.73 2,699.62 2,699.74 0.12 0.00 0.12 0.81 P-104 Open N/A -16.09 0.73 2,699-74 2,699.79 0-05 0.00 0.05 0.81 P-105 Open NIA -24.02 1.09 2,699.10 2,699.89 0.79 0.00 0.79 1.69 IDA 07 Open N/A -16.09 0.73 2.699.79 2,699.89 0.10 0.00 0.10 0.81 P-108 Open N/A -40.12 1.02 2,699-89 2,700.06 0.17 0.00 0.17 1.08 P-110 Open NIA -10.05 0.46 2,700.06 2,700.10 0.04 O.00 0.04 0,34 P-1II Open N/A -10.05 0,46 2,700.10 2,700.12 0.02 0,00 0.02 0,34 P-112 Open NIA -10.05 0,46 2,700.12 2,700.21 0.09 0.00 0.09 0.34 P-113 Open N/A -10.05 0.46 2,700.21 2,700.25 0.03 0.00 0.03 0.34 P-114 Open N/A -10.05 0.46 2,700.25 2,700.28 0,04 0.00 0.04 0.34 P-115 Open NIA -10.05 0.46 2,700-28 2,700.36 0.07 0.00 0.07 0.34 P-117 Open NIA 55.93 2.54 2,701.62 2,700.42 120 0.00 1-20 8.07 P-118 Open NIA 17.92 0.81 2,700.42 2,700.41 0.01 0.00 0,01 0.98 P-119 Open NIA -10.05 0.46 2,700,36 2,700.41 0.05 0.00 0,05 0.34 P-120 Open N/A 27.96 0.71 2,700.41 2,700.41 0.49e-2 0.00 0.49e-2 0-64 P-121 Open NIA 38.01 0.97 2,700.42 2,700.41 0.49e-2 0.00 0.49e-2 0.98 P-122 Open N/A 0.00 0.00 2,699-31 2,699.31 0.00 0.00 0.00 0.00 P-124 Open N/A -116.07 2.96 2,70223 2,706.29 4.06 0.00 4.06 7.68 P-126 Open N/A -30.07 0.77 2,700.06 2,700.11 0.05 0.00 0.05 0.63 P-127 Open NIA -116.07 2.96 2,700.11 2,702.23 2.11 0.00 2.11 7.68 P-128 Open NIA 86.00 2.20 2,700.11 2,699.45 0-66 0.00 0.66 4.41 P-129 Open NIA 0.37 0.01 2,699A5 2,699.45 0,00 0.00 0.00 0.00 P-130 Open N/A 0.37 0.01 2,699.46 2,699.45 0.00 0.00 0.00 0.00 P-131 Open NIA 0.37 0.01 2,699.45 2,699.45 0.00 0.00 0.00 6.00 P-132 Open N/A 0.37 0,01 2,699.45 2,699.45 0.00 0.00 0.00 0.00 P-133 Open NIA 0.37 0.01 2,699.45 2,699.45 0.00 0.00 0.00 0.00 P-134 Open NIA 0.37 0.01 2,699.45 2,699.45 0.00 0-00 0.00 0.00 Title:Bridgetower No. 1 Project Engineer:Kurt Reliford c:1...N06NO6011drawingsloutside orig10601-pirr.wcd Briggs Englneoring Cybemetv3.1 (071d) 09/12/00 02:23:38 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 2 of 2 IV. Nd.1 m RM SETTLER'S IRRIGATION DISTRICT � O O AMPA MERIDIAN IRRIGATION DISTRICT USTICX ROAD BRIDGETOWER BRIGGS ENGINEERING, INC. SUBDIVISION 1 OF 1 EXHIBIT 1 ENGINEERS PLANNERS SURVEYORS IRWl�, , PAW 08)1'44 9/00R V'­­t 09/14/01 KIVIS 0601 �N.T.S. ' (t_l '­�[:t ,, , _I - H,qqt, En(lirIP—rig, Inc. i 03/02/01 FRF 16:28 FAX 208 377 0493 W 3 COMPANY �OU2 4' — 116" 6'-10" 1 �a 4 T-1116" 4' 10' MAR-02-2001 13:56 208 377 0493 95% P.02 03/02/01 FRI 16:28 FAX 208 377 0493 , 3 COMPANY «O03 / ■ PER � k ' ;,�, P P , r §f � : | IM | G � ' f | | $ f •| t e . � � 4 NEIt» / ,. � | | . § d � ` �§|2,, \ k z ■ �� § ■ g � ■ k � ° � .■ @ ° t E � � � MAR-02- 01 13;57 208 377 0493 9 P. MON 09:56 FAX 208 377 0493 W 3 WMYAM W--Jv"� .41/cnnicai specuications Plastic filters Filter Cat.No. Max. Flow rate Filter area Weight type m3/h Usqpm cm2 in2 kg lb 2"T 01-2021-2131.4 25 110 465 72 6.0 13.2 2"T-S 01-2221-2131-4 9 25 110 700 108 6.7 111.8 3"T 01-3021-2131-4 1 50 220 1 700 108 7.3 16.0 Steel filters Filter Cat.No. Max. Flow rate Filter area Weight type m3/h USgpm cm2 inZ kg lb 2" 02-0200-1130-4 25 110 465 72 10 22 3" 02-0300-1100-4 50 220 930 144 16 35.3 4"L 02-0410-1100-4 80 350 930 144 20 44 4"S 02-0420-1100-4 80 350 2740 425 42A 93.5 6"C 02-0600-1100-4 160 700 2740 425 47.4 105 6"S 02-0640-1100-4 160 70Q 5720 887 61 135 8" 02-0800-1100-4 300 1320 5720 887 70 154 10" 02-1000-1100-4 500 2200 11440 1773 200 441 12" 02-1200.1100-4 650 2860 17160 1 2660 295 650 14" 02-1400-1100-4 1000 4400 22650 1 3546 385 850 For additional technical information,including pressure rating,head loss and construction materials, please see the Amiad Plastic filters brochure and Steel filters brochure. Standard filtration degrees (Brush will not effectively clean below 200 micron) Perforated stainless steel screen' Weavewire Stainless Steel Screen micron 3500 2500___L 1500 800 500 300 200 mm 3.5 2.5 1 1.5 0.8 0.5 0.3 0.2 mesh 4 6 1. 10 20 30 50 75 'With 4"S-14"steel filters only Installation drawings - NLEr VALVE YRC E V - - gERNCE /! PORT Amiad products undergo constant monitoring for quality control am iad filtration systems" o\�Q1 The manufacturer reserves the right to r/`: incorporate changes and improvements 2220 Celsius Avenue • Oxnard, CA 93030 = A in the products without prior notice. Toll free: (800) 969-4055 - (805) 988-3323 Re1:95.044.510.001 fax free: (800) 776-3458 • (805) 988-3313 �-- E-mail: info@ amiadusa-com • www.amiadusa.com 01,00 2.51 A 96l P.02 JUL-03-2000 10:04 208 377 0493 amiad 8" manual steel filters & strainers Pagel of 4 am lad filtration systems manual steel filters 8" In-line filter 8"Modular filter Fit.- Technical Specifications: • Cat. No. : 38-08 • In/Out Diameter:200mm • Max Flow: 300 m'/h • Max Pressure: 10 Bar • Max Temprature:900C • Filter Area:5720 cm' • Filter Size:200 mm !!I . �b Construction Materials: Pressure loss h: • Housing&Lid: Phosphate pre-treated steel 37-2 with polyester ------ coating* �• f f ; • Lid: SMC Polyester � .• Bolts&Nuts:Galvanized Steel" # r • Seals: Nitril Rubber ''t .: • Filter Elements: r I perforated cylinder: ........... .......;.... i cylinder-Stainless Steel 316 `"'` "''='�'` s, ;x Seals: Nitril Rubber Click for a larger picture weavewire screen: screen-Stainless Steel 316 seals-Nitril Rubber "available also in Stainless Steel 316 Dimensi Ps and weight: Filter Drawings: 7%30 M - 4:3o PM VA z0 � , A C ' b D A' r a mad 8" manual steel filters & strainers Page 2 of 4 �v ----------------------------............... ........... :::._::.::.,.......... • Filter size:200 mm • Inlet/outlet connections: flange • Weight:65 kg i • Dimensions* A B C D E �s 750 1180 1950 880 1270 mm mm mm mm mm * Dimesions subject to change without `...................................,::..::.:.:_:................................ notice. Filtration Deqrees Available Perforated Cylinder(1) -800-3500 micron/30- 4 mesh Weavewire Screen - (3) 80-300 micron/200-50 mesh 7.7 t Automatic Cleaning Devices p.: v.::. .:. .:.• .n .....:.. ......... ........................... :...:.:..::�.:.:. v Milt Jar. F Technical Specifications: • Cat. No. : 37-08 • In/Out Diameter: 200mm a' • Max Flow: 300 m3/h l • Max Pressure: 10 Bar -� • Max Temprature: 90°C • Filter Area: 5720 cm2 • Filter Size:200 mm Y ',Mn,clL;iOt 2,7,08 Construction Materials: Pressure loss graph: amiad 8" manual steel filters& strainers Page 3 of 4 Housing &Lid: "' t Phosphate pre-treated steel 37-2 with polyester ......:................;.;.;... coating * • Lid: SMC Polyester N ; : r • Bolts&Nuts: Galvanized Steel >r :. 1f1 • Seals: Nitril Rubber / • Filter Elements: .` 1� perforated cylinder: , 7 ; cylinder-Stainless Steel 316 . ' . Seals: Nitril Rubber Click for a larger picture weavewire screen: screen -Stainless Steel 316 seals-Nitril Rubber * available also in Stainless Steel 316 Dimensions and weight: Fitter Drawings: • Filter size:200 mm • Inlet/outlet connections: flange • Weight: 76 kg ---------_-----. • Dimensions* : .: :...... _ .................................... >...� A B C D E e s _ ....... .._. i € 620 1605 1910 2500 4750 mm mm mm mm mm ..f * Dimesions subject to change without notice. �` �� Filtration Degrees Available - - -Perforated Cylinder 1 00 3500micron/30 4 .... :>::»><:>::> ::orate Cyl nd ( ) 8 ..........................:::::::.:............:::: , mesh . ........................... Weavewire Screen-(3) 80-300 micron/200-50 ' mesh Automatic Cleaning Devices 5; s: armed filtration systems(1997)Ltd. K. Amiad, D.N.Galil Elyon 1, 12335, Israel Tel:+972-6-6909500, Fax: +972-6-690-9391, Email: info@amiad.co.il 7'Manual Steel At 3"Manual Steel, 4'Manual Steel 5'Manual Steel X 8"Manual Steel+ ' 10"Manual Steel 1 T Manual arniad 8" m&hwal steel filters & strainers Page 4 of 4 Steel X 14"Manual$teel A Few Words About Vs Plastic Filters 4% Manual Steel Filters X Automatic Filters AA Media Fi rs^ \tyj�r TreatmentAk Fertjgation&Accessgries Contact Us IN Marketing News to Map, Moyne 4 , For more infgrrTiation about our products please fill in our mquiry form BRIDGETOWER SUBDIVISION PRESSURE IRRIGATION OPERATION AND MAINTENANCE MANUAL September 10, 2001 Developer: Primeland Development Co., LLP 1111 S. Orchard Street, Suite 155 Boise, Idaho 83705 (208) 385-7310 (Frank Varriale) Designer: Briggs Engineering, Inc. 1800 W. Overland Road Boise, Idaho 83705-3142 (208) 344-9700 (Stan McHutchison) Contractor: McKay Construction 7877 N. Bogart Lane P. O. Box 3066 Boise, Idaho 83703 (208) 939-6300 (Mike McKay) Operation and Maintenance Manual Bridgetower Subdivision Pressurized Urban Irrigation System — Phase 1 Contents Section 1 Introduction Page 2 Section 2 Distribution System Page 2 Section 3 Pump Station Page 3 Section 4 Emergency Back-up Page 3 Section 5 Service Connections Page 3 Section 6 Start Up Page 4 Section 7 Winterization Page 4 Section 8 Maintenance Page 4 Appendix A Manufacturers' and Equipment Data Appendix B Qualified Maintenance Companies Appendix C Irrigation Schedule Appendix D Water Rights Permit or Well Log Appendix E Exhibit 1 System Map Construction Plans and Plat Map Pocket 060I10&M PUIS Page 1 Section 1 — Introduction This O & M Manual is directed to the Bridgetower Homeowners Association. All references to the Bridgetower Homeowners Association shall be identified as BHOA. The normal irrigation season runs from April 15 to October 15. Water quality can vary with the type of filtering system in place. However, "dirty" water should not be a problem. Bridgetower Subdivision is a multi phase single-family residential subdivision. It is located north of Ustick Road, about one-half mile east of Ten Mile Road. Bridgetower Subdivision is located on 176 acres in Section 35, Township 4 North, Range 1 West. Phases 1 and 2 and 3 and a portion of a future phase are located in the Nampa and Meridian Irrigation District (NMiD), while the rest of the future phase and all subsequent phases are located in the Settlers Irrigation District (SID). (See Exhibit No. 1) All lots within the NMID boundary are served by Pump Station No. 1. All the water serving this pump station comes from the NMID's Creason Lateral. This report covers the design and construction of the pump station and distribution system for Phase 1. This report will be amended as subsequent phases are platted. For purposes of this O & M Manual, all but the area south of the Five Mile Drain is identified as being part of Bridgetower No. 1, but it is being platted as Primeland `-' Subdivision. (State Code requires that this area have a different platted name because it is separated by the right-of-way of the Five Mile Drain.) Section 2 — Distribution System The distribution system consists of 4" and 6" mainlines with 2" and 3" connecting lines and is shown on sheet IRR-1 of the Construction Drawings. All lines are looped; there are no deadend lines that serve more than one lot. Isolation valves are located on both sides of all street crossings and at strategic spots in the subdivision. However, all isolation valves are accessible by being located in common lots or adjacent to public road right-of-way. Also, all street crossings are sleeved so the pipe at street crossings can be removed without excavating the street. Pipe locating wire and 2" wide warning tape was installed over all 2", 3", 4", and 6" pipe. A "NON POTABLE WATER TAG" was installed on each irrigation service. When repair of any part of the main distribution system is required, such repair shall only be undertaken by a qualified irrigation contractor and shall only be accomplished after notifying any affected private land owner. The construction drawings included with this O&M Manual will be changed to As-Built drawings after construction is complete. 060110&M PUIS Page 2 Section 3 — Pump Station The pump station was designed to pump all the irrigation water that is supplied by the Creason Lateral. However, only the number of pumps required to serve the lots in Phase 1 will be installed during construction of Phase 1. However, with the exception of the pumps, the pumphouse that will be constructed during Phase 1 will include everything required to serve all lots within the NMID boundary. When phases of this subdivision are located in the SID boundary, a new pump station will be designed and constructed to receive irrigation water from the SID delivery system. The irrigation supply will be diverted through Box #1 (see construction sheet IRR-2). This box is located in the easement for the Creason Lateral. Therefore, all maintenance work within or around this box must receive previous and specific approval from the NMID. All maintenance on the pipes and boxes outside of the Creason Lateral easement and downstream of Box #1 is the sole responsibility of the Bridgetower Homeowners Association (BHOA). A self-cleaning screen is located in Box #1. Additional filtering to 100 mesh is provided by an inline filter located in the pump house. After the water passes through Box #1, it passes over the measuring weir in Box #2 and into the pump station, where the water is pressurized and sent to the pipe distribution system. (Important Note — The canal gate in Box #2 can only be adjusted by the NMID) All three pumps in the pump station will be served with 120/240 volt — three-phase power source. The sequence of operation and pump equipment requirements is shown on Sheet IRR-2 of the construction drawings. Section 4 — Emergency Back-up An existing 6" well is located on Lot 7, Block 1. The 6" casing is 81' deep. In January 2001 it was test pumped by Caron Pump Company for four hours. It produced a constant flow of 60 gpm with a draw-down of 14'. The test pump was set at the bottom of the well casing (81') and the static water depth after the draw-down stabilized was 20'. The water level in the well during the test stabilized after two hours. Steve Caron estimates that this well can easily produce 80 gpm. This well will produce a minimum of 63% (80 gpm of 126 gpm) of the pump station output. It shall be turned on to supplement the water supply out of the Creason Lateral. Section 5 — Service Connections The pressurized irrigation system (PIS) was designed using the design standards of the NMID and City of Boise. All residential lot services are 1", while services to landscaped areas and common lots are 2". The PIS is designed so all lots can water in a124-hour period with a minimum pressure of 50 psi. However, all lots cannot water at the same time. Enclosed in Appendix C is a recommended schedule, that if followed, will allow all lots to water in a 24-hour period. 060110&M PUIS Page 3 Most subdivisions d❑ not have a mandatory irrigation schedule, since most people irrigate when the system pressure is adequate. However, the schedule in Appendix C is based on the assumption stated in that schedule. At the time of home construction, the home builder or homeowner must connect to the end of the 1" poIy(ethylene) pipe on the downstream side of the 4" PVC valve box. The home builder/owner must supply whatever materials are required to make this connection. Section 5 — Start up initial start up of the pump station shall be performed by Water and Waste Water Equipment Co. (W3), the pump station supplier and contactor. W3 shall instruct the homeowners association in the operation of this station. Enclosed in appendix A are copies of the manufactures data for the major components of this station. Section 7 — Winterization The backup pump shall be turned off when the temperature stays below the freezing level, or sooner if directed by the BHOA. Within one week of turning off the backup pump, each drain valve shall be opened. The drain valves can be closed any time after the first of the year and must be closed before starting the system in the spring. The backup water supply can be turned on when temperatures stay above freezing, or sooner if directed by the BHOA. Section 8 — Maintenance General maintenance shall consist of the following: 1. The pump station, including clear water screen, shall be checked daily to verify proper operation. 2. Inspection of any part of the distribution system is not necessary unless specific problems occur. Such as a broken pipe or leaking service. 3. All maintenance required for equipment located at and around the pump station shall be done per the manufactures requirements. The manufactures data can be found in Appendix A. The BHOA should create a replacement fund to replace the pumps in 20 years. Replacements of other system components shall be made as required. Spare parts for system components are not required. 060110&M PUS S Page 4 Trouble Shooting: Problem Reason for Problem Remedy 1. No pressure at lot A. Pumps are turned off. A. Inspect pump station to service B. Isolation valves are determine problem and take closed. appropriate action. B. Open Valves. 2. Pumps not operating A. Power outage A. Determine source of outage B. Turned off because of and take appropriate action. main line break. B. Repair break and turn on. C. Irrigation supply is C. Notify NMID of flow interrupted. interruption. Turn on back up supply source. 3. Sprinklers plugged A. Rotating screen is not A. Inspect screen and 1 '/2 " operating. supply line. Repair screen or B. Filter in pump house is supply line. plugged. B. Remove filter screen and clean. Determine why filter is plugged and repair. 0601\0&M PUIS Page 5 APPENDIX Manufacturer's and Equipment Data Not all data has been provided at this time. It will be added to this manual at a later date. 060110&M PU]S Page 6 erformance lk-urves 85 GPvow loll Will VIAIowa nol�iu�Q��� p� � as !lulm-all®!llii/nQOREM mail games nooks Moll osb�.�■■■,■,■■■■non■.._ � �. Rgal anln'l�i ` �Vil►.1•l/ni loss Italian t �.., .. ...■■niu�dlu�:��!lE�lii►�u�lmuu!!ll�� lnil�►,�lm--�nlnl�-u!�,�v�ui!uEi��� l�n -Qlm• .�.�►.�V�iW ®ilk.MIlt/!■�-�t/�!liil.� VV►`y'� at�tlls!m- all ., /l/ll//ill;llfi/i;/l■e�.�-- i��Wv Qi1l1Q��\�► l ._z ,. • !lilii[El/Ri!■n-'=�i/W +�lli�.�h�a►®�\\ own �ulrn— Is lee sun n�►�o " iinro...r .�liliQ�sV�L����►y7 ilia,inn l �lli/i'il/if+/OQlllll�d� /lase-•�Q �iltil�i ■�.....��� � �Bf!!n"�'n`®/lam ROM �► lel�ER Rii�iiRu■[in!� _.���' �•••-•�lil!lillllmu In ul.�•.a- - uu�u tit • . J uiliQ�lLNW m �lafnil�i/inma 09/10/01 MON 08:22 FAX 208 377 0493 W 3 COMPANY Z 003 o _UC SUBMERSIBLE = " MOTORS phi 3&5 harms 230 roft-60 hertz;220 vnfLs-50 hertz 10 harms 3�trgii y Three Phase: 20q 230,3 5T5 w0 is-£i0 hertz 2Z0 -50 hertz; woft- .>'0 hem z AP P. �4T,4 r+ Yfi�ess nxstnrs ara txt #or leqP9TEdW in afiatne r or Saa>�►er and V�e r"Q corpus In 86'F{30'0 t ";z sm VOW Past aygater welts. MC" �ase,C��rn9 shaft and;3- se,dedncaVr and rrvemr4caffly rewesdbie- �1#2 ildt;�75: For hogwr kff&mwtbn,rear to Frar*j�u '! F` n Aq)ka�bM ice, Afa� 4 w BASIC FEATURES CONTROL. BOXES ■ � "` `°`° ■ s steel Steed St-+aft ■ Franklin's single-phi submeesibie ■ Hermeticaliy-Sealed Windings control boxes are suitable for outdoor ■ Anti-Track Self-HeaJing Resin System mounting with operation over temper- - ature ranges of+14'F to+122'1= ■ Water Lubrication (Water Well ■ Start and run winding overloads Protect ■ Filter Check Valve the rnotor from failure due to abnormal ■ Kngsbury-type Thrust Searing ■ Pressure ■ Available in 3 and 5 HP ratings,the ■ Sand Fighter Slinger 1 DEDLLIXE C oTtr J Bm f3 rParates a ■ &tan L 's g Arr ) macpe�fic kV r tee ei' e ■ F3err> `V1at BJnc"3Eads fs 3n t40M A 6t3 Hz ! rre ir c and ' LtUtars-Consult FCrY FCC` t duty pressure switches. ■ NEMA Mounting Dimensions ■ A heavy duty terminal stnP with box type ■ UL 778 Recognized kAgs nmkes ft easy to rt afl up to#2 r GSA C222 t#108 Certified AWG„be ■ Ground lugs Provide a means of 7unding re Mawr.and Gontrel E;GK to SPECIAL FE 4 TINWS the gnund ID a"ply vrtih ■, Kra l ucton q)bzm fD,soar,,stilt r and NEC and rat real and icl PH ns and ■ 316 Stainless Steel: Stealseawater apprea0ans- 1°r iow PH" ■ O�SWgp er"SPOCjcorgi opWn fix SOODrIdWY 00 geofflermw,or ollF+er MVS w V,tsrgtn antic t taits- ■ d W All standard voXage and bM'17 ratings are Fact 7 for Ava 3 r � � � i■lltiiN/Ni■i■■�■■■!!///ti■■■■!■i■!■�i�■il■lt ■■ it E/liE i� ■i�■r��iiii��i����i■��ii�i�iii���i�sii��ii�i ■■■■�! ■®i■iii%oi�ii�i��iiitiiii�i��i■i%�E i■■ i/l■■■■it■®■■tiii■■■Cllt■iii■■■/lE i ! t\i:!®�i■t S■iit®i■■■■SEES tN■■■■■ii/SE�iit ' ii■ ■Silt®�:�/!/■■till■■■/NEE t■!/��:�®��'����® � ®■■iS■lIllNi■Et■iSisii/Eili\ii.T_ it i! '�400011 ism .tl0l■■N.�■E�!!■�■l/s■Et■ ■.t.�■1■li��i�ri�i�i�i■E�■/i■t�i�l�■■ iii;itSii■■l�:iSt i ■lit S■\w an iii \`.�ili/E isrli i///■11\�i itE ����t on ME Ei�■■i\:fit!t■t�,iE!■/i■iii\�!■■ i■■it!■t,�ti�°� it ts■■!ENi►t!S■;iE■ l■t ill!!■ ! , il■■■iNi■■®■�=9 tii■■Siil►iiiit■ ■■t/■■■■ SE S■it/�■lit iii■►t■■■�\�■■■ii■■!Sill■ ! ��l\i :�:/`■iNlE■■it iii!■!:lit■l�iti■fit■!■iE i/l/■®■■/■s���i lint fi■Et®i!�/!l\:�■®!i/t!/■■! i■l/t!!■; N■//i��liiitl■iE '�i■SiE Sti!■l®t��i�r�/lttili\//!E►`i®/�Dili■i■/Nt • ®� f�<E®®� %®®!�!�!�fit:!■■FENS!t►!■t\\iSt ti■!■ � � ■®l■E!■■Sti/■■■SIiSE■il��■/Hilt■\�ri\fit■■iiE amossman _: , , :. alit■!■■tlli■■►��rr r��iil�i�i s��Ei it/!iii■E■lilt/■►_ ,s �!lSEi/SSNA■■sfE■■SSE:!!■it�►�■i\!■/■■ si■■tS■iSicq St\�iiE ■�N\■■N■E � ®■iittiNiE i■i■!Ei% ,■ii!!■■s,�■t■■!E■®�i►!■i■lit . ■l/E lint■iii ��!!!i■■/i`lN/i Si■lE • `' �i�••s��tit ltiii!flit ili,�ii®®i�►��i!®/ii S�!®G����--- -+��■iN■it iiE■\'.��■■■■Il\�!■■SEE • • ®®■i/Sitit t/■ice���-_ _��t ■E It!\►t!ii/■►`SEES■ ■■/■t SiN■E!■lit■■sEE i.`_ .,�iii■■�� /i■■illii _®lt■��. ®!E a■Et■ ■/ii iiil■!■!iE■i■ti� . •--.•-•••�•..�ls■■ti��■lilt fit lE!■:'►�i�i��E ilia■ !'�...:��__ � �.®�t■■on , Alt `SENSE ®■Ii®�®■IEEE tl®■E��.�i:®!ti ®i�■:=®®!t ■!►�SiN■t ®■i■t®■■it BEEN�sa.��.. -•��\■SEAL■■i■ESE _ _. , ■EEE SSN/i iS.■E�.��-_ ,.,i�i■ice■■i■E /■■t!S■■t StSSt■lt St/��••.-- �.ilii■ ■!ot■■e it■■i iii�i�iiiiii �iiiisi t■ME■ ■Sim■■■N�t■i■■ APPENDIX B .� Qualified Maintenance Companies 060110&M PUIS Page 8 Following is a current list of pre-qualified maintenance companies as of September 13, 2001. Distribution System 1. Lawnco 2. Troutman Land and Landscape Co. 3. Mr. Miller Inc. 4. ILS Company Pump Station Each of the contractors listed above are qualified to perform general maintenance of the pump station. Work on the pump controls, pumps and piping shall be performed by the following companies. 1. Water and Waste Water Equipment Co. 2. Caron Pump Company `-' 3. Burgess Pump Company 4. Precision Pumping Systems Other maintenance companies may be qualified to work on this system. 0601\0&M PUIS Page 9 APPENDIX C Irrigation Schedule The following schedule is only provided to show that all lots within Phase 1 can fully irrigate in a 24-hour period. It is based on the following criteria. 1. Phase 1 area is 19.1 acres. 2. The irrigation water right is 0.733 Miners Inches per acre. (126 gpm) 3. Peak water usage is during July and is '/4" per day. However, this schedule is based on a peak usage of 318" per day. 4. Average lot size is 9500 square foot. 5. Irrigable area per lot = 7000 square feet. 6. Number of residential lots = 58. 7. Number of common lots = 8. 8. Maximum water usage per lot is 15 gpm. 9. Each lot is limited to a 2-'/2 hour watering cycle per day. All common areas have a scheduled daily watering window of four hours. 060110&M PUIS Page 10 r Time Subdivision Lot Block Time Subdivision Lot Block 12:00 AM Bridgetower Subdivision 2 1 7:30 AM Bridgetower Subdivision 2 5 to 2:30 AM 9 4 to 10:00 AM 10 5 17 4 19 5 25 4 33 4 10:00 AM Bridgetower Subdivision 5 4 7 5 to 12:30 PM 13 4 16 5 21 4 Primeland Subdivision 2 1 29 4 3 5 2:30 AM Bridgetower Subdivision 2 4 12 5 to 5:00 AM 10 4 20 5 18 4 26 4 12:30 PM Bridgetower Subdivision 6 4 34 4 to 3:00 PM 14 4 8 5 22 4 17 5 30 4 Primeland Subdivision 3 1 4 5 13 5 5:00 AM Bridgetower Subdivision 3 4 21 5 to 7:30 AM 11 4 19 4 3:00 PM Bridgetower Subdivision 7 4 27 4 to 5:30 PM 15 4 1 5 23 4 9 5 31 4 18 5 5 5 Primeland Subdivision 2 2 14 5 22 5 71-30 AM Bridgetower Subdivision 4 4 to 10:00 AM 12 4 3:00 PM Bridgetower Subdivision 7 4 20 4 to 5:30 PM 15 4 28 4 23 4 060110&M PUIS Pa,e I I Time Subdivision Lot Block Time Subdivision Lot Block 3:00 PM Bridgetower Subdivision 31 4 to 5:30 PM 5 5 14 5 22 5 5:30 PM Bridgetower Subdivision 8 4 to 8:00 PM 16 4 24 4 32 4 6 5 15 5 23 5 8:00 PM All common areas to 12:00 AM 060I\0&M PUIS Pate 12 LIMITED WARRANTY W3Co. warrants that its pump stations are free from defects in material and workmanship for a period of twelve (12) months from date of installation and startup. Other equipment (pumps, valves, V.F.D. and panel) not manufactured by W3Co., but furnished with the pump station shall be subject to the warranty as provided by the manufacturer of said equipment. Should any station valve, pump, V.F.D., or panel prove defective within the warranty period, twelve (12) months, the component (at manufacturer's option) will be repaired or replaced without charge. No allowances will be made for labor, transportation or other charges incurred in the removal replacement or repair of defective part by customer. The warranty does not apply (a) To damage to pumps or malfunctions of the control panel resulting from failure to operate or maintain the units in accordance with printed instructions provided; (b) To failures resulting from abuse, accident or negligence; (c) To alterations to control panel and V.F.D. or conditions beyond the control of the equipment to include: low voltage, power surges, lightning, power failures or low water; (d) To normal maintenance services and parts used in connection with such service. The warranty does not apply when damage is caused by sand or abrasive materials pumped with the water. The customer will be billed for labor charges on any service call not specifically allowed in the limited warranty. WATER & WASTE WATER 3 EQUIPMENT COMPANY P.O. BOX 9405 CO. BOISE, IDAHO 83707 Phone: (208) 377-0440 Fax: (208) 377-0493 5200 BETHEL ST. M Watts: 1-800-444-PIPE (7473) BOISE, IDAHO 83706 SUBMITAL PROJECT: Bridgetower ff „Y"$ R?11P .0 FM 1 EA 8" MANIFOLD WITH 8" AND 2" DISCHARGE 2EA 4" PUMP OUTLET'S - 4"FLG,GATE VALVE, 4" TECHNO CHECK VALVE 1 EA 2" JOCKEY PUMP OUTLET- 2"BALL VALVE , 2" TECHNOCHECK VALVE 1 EA 2" PRESSURE REDUCING VALVE "RAPHAEL CFL" 1 EA 2" PRESSURE QUICK RELEIF VALVE "RAPHAEL" 2EA 1 1/2" SELF CLEANING SCREEN LINE W/ACTION 32MESH FILTER 1EA ASHCROFT PRESSURE GAUGE 0-160 LIQUID FILLED 1EA 8" 6" 4" SCH40 STEEL PIPE FOR MANIFOLD A/R GALV, STEEL NIPPLE'S AND FITTING'S A/R BRASS VALVE'S AND FITTING'S A/R 4", 6" & 8" WELD FITTING'S 1EA STEEL PUMP BASE - FRAME SHALL BE 3" CHANNEL IRON 7' SQUARE WITH 3" CANNEL IRON CROSSMEMBER'S, FRAME IS COVERED WITH 1/8" DIAMOND TREAD PLATE AND SHALL ALSO HAVE ACCESS HATCH. 1 EA 8" STOCKHAM BUTTERFLY VALVE W/GEAR OPERATOR 1 EA AMIAD 6000 SAF AUTO FILTER 1 EA AMIAD 6" INLINE FILTER 1 EA RAPHAEL PRESSURE RELIEF VALVE A/R TYLER DUCTILE IRON FLANGE FITTING'S 1 EA FLOAT SWITCH 2EA 6" STOCKHAM BUTTERFLY VALVE W/GEAR OPERATOR 2EA 6" TOZEN CHECK VALVE " BUTTERFLY " 1EA 1PRESSURE TRANSDUCER PREPARED BY: TODD McCLINTICK 04-16-01 t 8„ 1' 2 T016 1 ` 14- 1 74 L16 e 10, 1'-6" � |:.�,■�,_ ®� ■!§°»2� g CD ± 7� |��� ��� ■ 7rc fl- . $ § ' #@,aF A2a F m \| % 2 CDyr 2 » §m"2| § ■B$�- 9:� A9� 2 q h� 2 | � � NOID& / w e §|!�f �. K=||& C CD 2 m c•7 Ic00 E�§7§ y 0 � a tv " - ■ S z §k` $ CID --I § « - | �< E @ - © C, m om- . ID § w � & \ m �� ) \/ > g o £ / ( \ \ z a w/ , ° z | j22§ /m[ _ � ru 2 - - j E. E _- _ ° 0 \ w 0 0 o t W z Q W ,�• c 0 3 -- > W Q W 0 CC) z Performance Curves 85 GPM Model 85S • - . 1�1 ®®®®®®■®wn®w■m 1 ■ I CAPACITIES BELOW 60 GPM SEE V INCH MODELS ®�emumW®®mn®u ammnnm���u�®uv�® .■■■ �...... �aWun�.�■i�iu!�■� u ' ummn■■m®!®mn�mm�.®v® ■ -�nwa®qua'®■e®�■n■■®��u ®•••Wum.�[■nn® ■a. noun► ■mnn■ ■®gym®®D•m®� �.-�.�amp■■W�®gym®S �►O� a®W EE PRIM ■ : • ImnWnW� EVER MEN= DOMINEER MOM 11 ...aMENmunn.. a� �■■mwu®-=--- NMR ®NME - 1iA® EN 0 9 U M � W■■■WWu.�■■■o■ems, Epp 1 1 � 1 1 1 1 •1 � LI •1 11 1 Model i i • Technical r DIMENSIONS AND WEIGHTS MOTOR D1SCH. DIMENSIONS IN INCHES APPROX. MODEL NO. FIG. HP SIZE SIZE A B C D E SHIP WT. i15 1 A 1 1/2 4- 3" NPT 25.9 13.6 12.3 3.75 5.2 37 E S30-2 A 3 4 3" NPT 35.3 20.6 14.7 3.75 5.2 61 s' A 5 4' 3- NPT 40.7 23.6 17.1 3J5 5.2 75 550-4 A 5. 4- 3" NPT 43.1 23.6 19.5 3.75 5.2 77 A 7 1/2 1 4' 3' NPT 51.5 29.6 21.9 3.75 5.2 95 85S75-6 A 7 1/2 4' 3" NPT 53.9 29.6, 24.3 3.75 5.2 97 85S100-7 A 10 4' 3' NPT 70.5 43.9 26.6 3.75 5.2 151 85S100-8 A 10 4' 3` NPT 72.9 43.9 29.0 3.75 6.2 154 C 85S100-9 A 10 4" 3' NPT 75.3 43.9 31.4 3.75 5.2 156 n 85S75-5 A 7 1/2 6" 3" NPT 46.7 24.2 22.5 5.38 5.6 135 85S75.6 A 7 1/2 6" 3" NPT 49.1 24.2 24.9 5.38 5.6 137 _ 8 5 S 100-7 A 10 6' 3- NPT 52.7 25.4 1 27.3 5-38 5.6 148 85S100-8 A 10 6" 3' NPT 55.0 25.4 29.6 5.38 5.6 151 85S100-9 A 10 6" 3" NPT 57,4 25.4 32.0 5.38 5.6 153 85S150-10 A 15 6` 3" NPT 62.4 28.0 34.4 5.38 5.6 170 a 85S150-11 A 15 6" 3" NPT 64.8 28.0 36.8 5.38 5.6 174 a 85S 150-12 A 15 6" 3" NPT 67.2 28.0 39.2 5.38 5.6 176 85S 150-13 A 15 6' 3' NPT 69.6 28.0 41.6 5.38 5.6 178 85S200.14 A 20 6' 3" NPT 74.5 30.6 43.9 5.38 5.6 193 85S200-15 A 20 6" 3" NPT 76.9 30.6 46.3 5.38 5.6 198 85S200-16 A 20 6" 3" NPT 79.3 30.6 48.7 5.38 5.6 200 85S200-17 A 20 6" 3" NPT 81.7 30.6 51.1 5.38 5-6 202 Fig.A 85S200.18 A 20 6" 3' NPT 84.1 30.6 53.5 5.38 5.6 204 85S250-#9 A 25 6" 3" NPT 88.9 33.1 55.8 5.38 5.6 240 85S250-20 A 25 6" 3" NPT 91.3 33.1 58.2 5.38 5.6 244 85S250-21 A 25 6' 3" NPT 93.7 33.1 60.6 5.38 5.6 246 '250-22 A 25 6" 3' NPT 96A 33.1 63.0 1 5.38 5.6 249 E E300-23 A 30 6' 3" NPT 101.1 35.7 65.4 5.38 5.6 264 a 85S300-24 A 30 6" 3" NPT 103-5 35.7 67.8 5.38 5.6 266 SSS300-25 A 30 6' 3" NPT 105.8 35.7 70.1 5.38 5.6 271 85S300-26 A 30 6" 3` NPT 108.2 35.7 72.5 5.38 5.6 273 85S300-27 A 30 6" 3" NPT 110.6 40.8 74.9 5.38 5.6 278 85S400-28 A 40 6" 3" NPT 118.1 40.8 77.3 5.38 5.6 281 85S400-29 A 40 6" 3" NPT 120.5 40.8 79.7 5.38 5.6 283 85S400-30 A 40 6" 3" NPT 122.8 40.8 82.0 5.38 5.6 287 85S400-33' B 40 6" 3" NPT 139.7 40.8 98.9 5.38 6.9 343 85S400-36' B 40 6' 3" NPT 146.9 40.8 106.1 5.38 6.9 354 A C 85S500-39' B 50 6" 3" NPT 171.0 57.8 113.2 5.38 6.9 448 85S400-33' B 40 8" 3" NPT 134.7 35.8 98.9 7.5 6.9 377 flop 85S400-36' B 40 8" 3" NPT 141.9 35.8 106.1 7.5 6.9 390 '85S500-39' I B 50 8" 3" NPT 152,0 38.8 113.2 7.5 6.9 498 NOTES:All models suitable for use in 6"wells,unless otherwise noted. Weights include pump end with motor in fbs. D Buiit into sleeve 3"NPT discharge,8'min.well dia. L Fig. B GRUNDF05- 4-2 Technical Data 85 GPM Model 85S A MATERIALS OF CONSTRUCTION ( � COMPONENT CYLINDRICAL SHAFT(1-39 Stgs.) Check Valve Housing 304 Stainless Steel Check Valve 304 Stainless Steel Diffuser Chamber 304 Stainless Steel Split Cone Nut 304 Stainless Steel Split Cone 304 Stainless Steel Impeller 304 Stainless Steel Suction Interconnector 304 Stainless Steel ! Seal Ring Support 304 Stainless Steel Inlet Screen 304 Stainless Steel Straps 304 Stainless Steel Cable Guard 304 Stainless Steel Priming Inducer 304 Stainless Steel Coupling 329/431 Stainless Steel ! Coupling Key 302/304 Stainless Steel Pump Shaft 431 Stainless Steel Intermediate Bearings NBR Impeller Seal Ring NBR/PPS Check Valve Seat NBR/316 Stainless Steel Upthrust Disc Carbon/Graphite Upthrust Stop Washer 304 Stainless Steel 8"Motor Adaptor Plate 304 Stainless Steel } Sleeve* 316 Stainless Steel Sleeve Flange* 316 Stainless Steel ' NOTES: Specifications are subject to change without notice. ! * Required for 33-39 stages. r i 35 1 , 30 NPSHR 25 W 20 - - - -- LL - 15 - _..- -- - - --- -- z10 ------ - --- - --- -. ._ .. 5 - --- - - --- - - 0 _ 0 10 20 30 40 50 60 70 80 90 100 110 120 CAPACITY (GP IV) • 4-3 GRUNDFOS' . . M � MMM 'Wimp � ow 06 4" HIGH THRUST -- SUBMERSIBLE MOTORS �r Single Phase: 3 & 5 horsepower 230 volts - 60 hertz;220 volts - 50 hertz Three Phase: 3 through 10 horsepower 200, 230, 380, 575 volts - 60 hertz 220 volts - 50 hertz;4601380 volts - 60150 hertz APPLICAT/ON DATA " These motors are built for dependable operation in 4" diameter or larger water wells.Temperature and time rating continuous in 860F (30°C) water at 1/4 ft/sec flow past motor. Rotation: 1-phase, CCW facing shaft end; 3-phase, electrically and mechanically reversible. For further information, refer to Franklin Electric's "Submersible Motors: Application, Installation, Maintenance Manual." BASIC FEATURES CONTROL BOXES ■ Corrosion-Resistant Construction ■ Franklin's single-phase submersible ■ Stainless Steel Splined Shaft control boxes are suitable for outdoor ■ Hermetically-Sealed Windings mounting with operation over temper- ■ Anti-Track Self-Healing Resin System ature ranges of+140F to+122°F. ■ Water Lubrication ■ Start and run winding overloads protect ■ Filter Check Valve (Water Well) the motor from failure due to abnormal ■ Kingsbury-type Thrust Bearing operating conditions. ■ Pressure Equalizing Diaphragm ■ Available in 3 and 5 HP ratings, the ■ Sand Fighter Slinger DELUXE Control Box incorporates a ■ Built-In Lightning Arrestors (1-phase) magnetic line contactor to eliminate the need for auxiliary contactors and heavy 0 Removable "Water-Bloc" Leads Installed In North American 60 Hz Rated duty pressure switches. Water Well Motors. Consult Factory For Additional Leads. ■ A heavy duty terminal strip with box type 0 NEMA Mounting Dimensions lugs makes it easy to install up to #2 ■ UL 778 Recognized AWG wire. ■ CSA C22.2 #108 Certified ■ Ground lugs provide a means of grounding the motor and Control Box to SPECIAL FEATURES the power supply ground to comply with NEC and other National and local codes. ■ Ni-Resist: Special construction option for some salt water and high pH applications. ■ 316 Stainless Steel: Special construction option for acid, low pH, and seawater applications. ■ Oil Stripper: Special construction option for secondary oil recovery wells, geothermal, or other applications with high ambient temperatures. Consult Factory for construction details. ■ World Wide Adaptability: All standard voltage and hertz ratings are offered. Consult Factory for Availability. }' 1 GS•-Se o ca oc e <hazar a resul o a o�o th" ns cons ,w ^tea 1W a fo ro a rnsfall q�e' l`" iie Do• o p ea 4" HIGH THRUST SUBMERSIBLE MOTORS DIMENSIONS AVAILABILITY ' Single Phase Capacitor start capacitor run (control box required) "L"Dimension Shipping Weight Hp kW ins lbs kgs 3 2.2 23.62 55 25.0 5 3.7 29.62 70 31.8 Three Phase (Special control required) "L"Dimension Shipping Weight I� II Hp kW ins lbs kgs - 2.2 20.62 44 20.0 ' 5 3.7 23.62 55 25.0 7 1/2 5.5 29.62 70 31.8 10 7.5 43.89 120 54.4 60 Hz - 3450 RPM 50 Hz - 2875 RPM r CONS TRUCAON MATERIALS Component Environment Type Standard Water Well Saltwater (Ni-Resist) Chemical(316 STNLS) 1. Castings Gray Iron, Nickel Plated Ni-Resist Type I 316S.S. 2. Stator Shell 301S.S. 316S.S 316S.S. 3. Stator Ends Low Carbon Steel 316S.S. 316S.S. 4. Shaft Extension 303S.S., Except 17-4S.S.On 5-10hp 17-4S.S.-All 17-4S.S.-All 5. Fasteners 300 Series S.S. 316S.S. 316S.S. 6. Seal Cover Bronze 316S.S. 316S.S. 7. Seal Nitrile Rubber Lip Seal Viton, Carbon,Ceramic Face Seal Viton, Carbon,Ceramic Face Seal 8. Diaphragm Nitrile Rubber Type 200 Hydrin Type 200 Hydrin 9. Diaphragm Plate 304S.S. 304S.S. 304S.S. 10. Diaphragm Spring 302S.S. 302S.S. 302S.S. 11. Diaphragm Cover 304S.S. 316S.S. 316S.S. 12, Slinger Nitrile Rubber Nitrile Rubber Nitrile Rubber 13. Lead Wire (or Cable) XLPE OI (Z (2) 14. Lead Potting Epoxy Epoxypz Epoxy® 15. Lead Jam Nut 303S.S. 316S.S.® 316S.S.® 16. Filter Delrin& Polyester 316 S.S.Plug 316 S.S.Plug ,Removable type,factory-installed in 60 Hz and dual frequency rated water well motors.Consult Factory for additional leads. (;Ordered separately Specifications subject to change without notice.Contact FE.if current material types are required for bid specifications. Franklin Electric 400 E. Spring Street Bluffton Indiana 46714 �- P 9 , �1303 11 98 Tel:219 824 2900 Fax: 219 824 2909 ■■ ■■■■■■■■■■■■■■�■■■■■�■■■■■■■■■■■■■■■■■■�■■ ■■■■■Enos■■ ,. ,- -. . ,_ ■�■■■■�■■ ■■s■M■■■sn■ ■■■■■■■■■ ■■■MM■o■■M■■■■SESSION Ms■■O■Ms■EME■■ ■NNo SOMME MEN -m-ni'loomom Enos M■■E■ ■oM SEEMS s■■■s■■MMOMEM■MM■M■E Now As I so NEE MEN ■Egm�mE■■E■■NEON■■MEN■■NEE EM■M■M■■MM■■■■EM Oon EENunn■-:.■■E■■■■Eon■EMEms■nEi■■■E■M■■■■MMon Boom gm on son ONE mm mmmmmmmmmm ■■■� ■■MONSOON■■■■95 om■■■/i.■■E■■■����■■■■■■�■ vME OMON■■■EOM\OW■■pEE■MEMM■■E■�\■■■■ ■ MEMO■■\►!■■■■■■■ESE■■■SEE■►`.o■�o �_. 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W/CABLE GUARD 5 7/8' IMPELLERS : BRONZE MINIMUM WELL SIZE B' SHAFT : STAINLESS STEEL DISCHARGE SIZE: 4' STANDARD IMPELLER DATA IMPELLER NO.: 614 _ THRUST CONSTANT K:_2.6 TYPE : ENCLOSED NO. OF VANES : B EFFECTIVE EYE AREA _ SQ.IN IMPELLER SKIRT CLEARANCE _.015• TRIM DIAMETER EFFICIENCY CORRECTION A - 4.600' 1 STAGE - 3% B - 4.400' 2 STAGE - 2% C - 4.1000 3 STAGE - 1% D 4 STAGE - 0% E BOWL DATA BOWL NO. 561 SHAFT HEARING CLEARANCE .010' DIAMETER : 5•50 HEARING MATERIAL: CUTLESS RUBBER CONNECTION : THREADED PUMP SHAFT DIAMETER -i SPECIAL MATERIALS AVAILABLE - CONTACT FACTORY NOTE: EFFICIENCY PERFORMANCE BASED ON A-TRIM, CAST IRON BOWLS, POLISHED BRONZE DWELLERS, AND 8 FEET SUBMERGENCE. THIS CHARACTERISTIC CURVE IS BASED ON FACTORY TESTS WHEN PUMPING CLEAR, NONAERATED WATER AT A TEMPERATURE NOT EXCEEDING 85 F. AND UNDER SUCTION CONDITIONS AS INDICATED. SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. PUMP PERFORMANCE RATING IS FOR THE DESIGNATED POINT ONLY AND IS SUBJECT TO TEST TOLERANCES AND PROCEDURES AS SPECIFIED W THE STANDARD OF THE HYDRAULIC INSTITUTE. 5.875 DISCHARGES DISCHARGES Rm AVAILABLE AVAILABLE m 3' FEMALE N 3' FEMALE u7 4' FEMALE 4' MALE to 4' FEMALE m 6.500 sa o d U) WEIGHT $ a m � 1 STAGE PUMP 4i# a WEIGHT ADD, STAGE 95+1► � , VERTICAL TURBINE A STAGE PUMP 54 Ann. STAGE : u# 'SUBMERSIBLE MENEM 11111111111111—T Prodlu 'Data ct 4W 3jr 6" ENCAPSU" TED SUBMERSIBLE MOTORS 5 through 15 horsepower single phase 5 through 60 horsepower three-phase 200 to 575 volts-60 and 50 hertz. APPLICAT/ON DATA These motors are built for dependable operation in 6" diameter or larger water wells. Temperature and time ratings are continuous in 86' F (30' C) water at 1/2 ft./sec.flow past motor. Rotation: single-phase, CCW facing shaft end; three-phase, electrically reversible. BASIC FEATURES CONTROL BOXES. ■ Double Flange Design ■ Franklin's single-phase submersible ■ Stainless Steel Splined Shaft control boxes are suitable for outdoor ■ Hermetically-Sealed Windings mounting with operation over temper- ■ Anti-Track Self-Healing Resin System ature ranges of+14°F to +1220F. ■ Stainless Steel Shell ■ Available in 5 - 15 hp ratings, the ■ Epoxy Coated End Frames DELUXE Control box with a magnetic line contactor eliminates the need for ■ Filter Check Valve auxiliary contactors and heavy duty ■ Kingsbury-type Water Lubricated Thrust Bearing pressure switches. ■ Pressure Equalizing Diaphragm ■ A heavy duty terminal strip with box- ■ 3-Lead & 6-Lead (Wye Delta) Configurations For 3-Phase type lugs makes it easier to install up to #2 AWG wire. ■ Sand Fighter Slinger ■ Ground screws provide a means for ■ Removable "Water-Bloc" Lead grounding the control box and motor to ■ Copper Bar Rotor the power supply ground. ■ Equipped For Subtrol-Plus®Protection (40-60 Hp) Optional (5-30 Hp) SUBTROL-PLUS"' OPTION SPECIAL FEATURES FOR 3-PHASE MOTORS ■ Ni-Resist: Special construction option for some Salt Water and high pH A field proven and contractor friendly applications. All Ni-Resist motors include a Subtrol-Plus heat sensor. premium motor protection system. It ■ 316 Stainless Steel: Special construction option for Acid, low pH,and protects the motor against overload, Seawater applications. All 316 S.S.motors include a Subtrol-Plus heat sensor. underload, overheating and rapid ■ Special Abrasive Resistant Sealing system for sandy wells. cycling. It also extends the motor warranty. Motor must be manu- ■ Mining And Offshore Application Motors available with flat jacketed nitrile factured with SubtrolPlusJ heat sensor. lead and abrasive resistant sealing system,consult factory. Franklin Electric ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 6" ENCAPSULATED SUBMERSIBLE MOTORS DIMENSIONS A VA/LABILITY r Single Phase Capacitor start,capacitor run(control box required) Water Weil Ni-Res,316S.S. "L"Dim. "L"Dim. Shipping Weight hp kw ins cm ins cm lbs kgs ii 5 3.7 25.4 64.6 25.0 63.6 112 51 71/2 5.5 28.0 71.1 27.6 70.1 125 57 10 7.5 30.6 77.7 30.2 76.6 140 64 15 11.0 33.1 84.2 32.7 83.1 154 70 Three Phase 5 3.7 22.9 58.1 22.5 57.1 98 45 I 71/Z 5.5 24.2 61.4 23.8 60.4 105 48 0 7.5 25.4 64.6 25.0 63.6 112 51 15 11.0 .28.0 71.1 27.6 70.1 125 57 20 15.0 30.6 77.6 30.2 76.6 140 64 _ 5."DIA.MAX 5.44 DIA.MAX.,. 25 18.5 33.1 84.2 32.7 83.1 154 70 30 22.0 35.7 90.7 35.3 89.6 167 76 3 . 40 30.0 40.9 103.7 40.4 102.6 200 91 50 37.0 55.3 140.5 55.7 141.5 305 138 60 45.0 61.3 155.7 61.7 156.8 335 152 t0 60 Hz- Nominal 3,450 RPM 50 Hz- Nominal 2,875 RPM CONS TRUC ION MATERIALS Component Environment Type tandard Wafer Well Ni-Resist 316S.S. 1. Castings Gray Iron Ni-Resist Type 1B 316S.S. 2. Stator Shell 301S.S. 316S.S 316S.S 3. Stator Ends Low Carbon Steel 316S.S. 316S.S. 4. Shaft Extension 303S.S., Except 17-4S.S. On 40-60hp 17-4S.S. 17-4S.S. 5. Fasteners 300&400 Series S.S. 316S.S. 316S.S. 6. Seal Cover 304 S.S. &Sintered Bronze 316S.S. 316S.S. 7. Seal Carbon/Ceramic Face Carbon/Ceramic Face Nitrite Carbon/Ceramic Face 8. Diaphragm Nitrile Rubber Nitrile Rubber Nitrile Rubber 9. Diaphragm Plate 304S.S. 316S.S. 316S.S. 10. Diaphragm Spring 302S.S. 17-7S.S. 17-7S.S. 11. Slinger Nitrile Rubber Type 100 Hydrin Type 100 Hydrin 12. Lead Wire(or Cable) Hypalon Hypalon Hypalon 13. Lead Potting Epoxy Epoxy Epoxy 14. Filter Delnn & Polyester 316S.S. Plug 316S.S.Plug Specifications subject to change without notice.Contact Franklin Electric if current material types are required for bid specifications. 4 An Franklin Electric 400 E. Spring Street, Bluffton, Indiana 46714 Tel:219 824 2900 Fax:219 824 2909 `wS i t jT -'� r!,•0 4 / / fill . • Electrically or hydraulically operated self-cleaning filters For flow rates up to 530 gpm per unit .Y "KI 4 '(Y i • Modular or in-line configuration: different diameters, suitable for use singly or in manifold configuration providing optimal solutions to meet specific customer requirements. • Wide range of filtration degrees: 500 to 25 micron. • Corrosion-proof: the filter housing is made of multi-layer epoxy-coated carbon steel, or optional stainless steel 316. • 2 operating methods: electric or hydraulic. • Real-time flushing: self-cleaning based on pressure differential by timed, manual or remote signal. • Uninterrupted water supply: the filter cleans itself in just 12-15 seconds without interrupting downstream flow. • Wide range of applications: water supply, cooling water, process water, effluent water. Industries: steel plants, food processing, municipal water supply, irrigation, paper, petro-chem, plastics. • Various water sources: reservoirs, tertiary, rivers, canals, lakes, industrial, process water, wells. amiad filtration systems Nominal 0 Cat. No. Cat. No. Filter Area Flow Rate Range Flushing Flow Rate Exhaust Valves Remarks Elec. Hyd. sq. in. cu.m/hr. USgpm cu.m/hr. USgpm number and type 2" in-line 3-3225 3-322 155 16-25 70-100 20 90 1 x 2" ext. hydraulic valve 3" in-line 3-305 3-30 155 20-40 90-180 25 110 1 x 2" integral p .s .d. 4" in-line 3-405 3-40 234 30-60 130-260 30 130 1 x 2" integral p .s A. 4" S in-line 3-415 3-41 484 40-80 180-350 50 220 2 x 2" integral p .s A. 6" in-line 3-605 3-60 484 60-120 260-530 50 220 2 x 2" integral p .s .d, 6" modular 3-685 3-68 484 60-120 260-530 50 220 2 x 2" 6" modular 6-685 6-68 484 60-120 260-530 50 220 1 x 3" st. st. housing General Power Consumption Minimum pressure during flush:* 2.5 bar/35 psi Electric motor: 1/4HP 9-17 Output RPM Maximum working pressure: 10 bar/150 psi Degree of protection: TEFC [NEMA 4 (IP 55)] Maximum temperature of water: 6000400F Rated voltage & current consumption: Coarse filtration degree: 1.5 - 2.5mm Standard options: 440V 60Hz 3 phase 0.5 Amp. Flushing time per unit: 12 -15 seconds Upon request: 220V 60Hz 3 phase 1.0 Amp. 220V 60Hz 1 phase 2.5 Amp. Water expelled during flush (at 3 bar/43 psi): 110V 60Hz 1 phase 5.5 Amp. 2", 3" and 4" filters: 100 litre/27 US gal. 12V DC 4"S and 6" filters: 200 litre/53 US gal. Control voltage: 24V AC (24V DC upon request) *Minimal flush line diameter 3". Control Board Type "A" Features Power indicator lamp Manual test switch Construction Materials Flush cycle selector: Pressure differential and/or adjust- Filter housing: Epoxy-coated carbon steel 37.2 or able timer, or continuous flush optional stainless steel 316 Degree of protection: [NEMA 4 (IP 55)] Filter lid: Aluminum 356 or SMC polyester base Input voltage: 220/440V AC, 3 Ph, 60 Hz Screens: Stainless steel 316 (110/220V AC, 1 Ph, 60 Hz available) Inner parts: Polyacetal, PVC, polycarbonate Transformer output voltage: 24V AC Seals: Polyurethane, nitrile rubber, Teflon rope Dimensions: 9.75"H x 13.75"W x 7"D Differential pressure switch: Aluminum construction Optional UL and CUL available Flushing valves: Epoxy coated cast iron Gear: Aluminum construction Motor adaptor: Epoxy coated carbon steel Bolts and nuts: Galvanized steel Perforations Available mesh 30 50 75 120 155 200 300 450 micron 500 300 200 130 100 80 50 25 `. mm 0.50 0.30 0.20 0.13 0.10 0.08 0.05 0.025 3-415 LAIL , avII ICE LIV III LCI 0 • Real-time self-cleaning filters: clean themselves automatically when head-loss across the screen reaches a preset value. • Uninterrupted water supply: the filter cleans itself in just seconds without interrupting downstream flow. • Corrosion-proof: the filter housing is made of multi-layer epoxy-coated steel. • Modular structure: different diameters, suitable for use singly or in manifold configuration providing optimal solutions to meet specific customer requirements. • Flexibility of control options: electric control boards to suit specific needs. Flushing according to pressure differential and/or according to time. Continuous flushing, alarm signals, flushing counter, and more. • Wide range of applications: water supply, cooling water, process water, effluent water. Industries: steel plants, plastic plants, car industries, food processing, municipal water supply, irrigation, golf, etc. Filter model 2" 3" 4" 4"SE3-605Er2-64 0"SAF 8"-14"ABF 8"-14"EBS Catalog number 3-3225 3-305 3-405 3-415 2-15 2-24 Inlet/Outlet diameter [inches] 2 3 % 4. 4' 6 6-10 8-14 8-14 Maximum flow rate [GPM] 100 180 260 350 530 1760 3100 4400 Max. working pressure [psi] 150 150 150 150 150 150 150 150 Max. temperature [°F] 140 140 140 140 140 176 176 176 Filter area [sq. in.] 155 155 234 q220484 930 93 :: 0 1550 Flow for flushing [GPM] 90 110 130 110 220 220 Weight* [lbs.] 115 , 130 148 222 670 775 1040 'Weight per unit changes according to model and inlet diameter. Weight given here refers to heaviest version. FILTRATION DEGREES AVAILABLE AEF/AHF (Electric/Hydraulic) • Filter model Filtration degrees [micron] For flow rates up to 530 GPM per unit. • Three operating methods: electric, hydraulic or AEF/AHF 25, 50, 80, 100, 130, 200, 300, 500 hydraulic with electronic control. ABF 200, 300, 500, 800, 1500, 2500, 3500 • The AEF/AHF filter series includes 2"-6" in-line filters and 4", 6" modular filter units especially SAF 10,25,'50,80, 100, 130,200,300,500 designed for manifolding. • Cleaning mechanism consists of a suction scanner EBS-suction 10, 25, 50, 80, 100, 130, 200, 300, 500 that revolves inside the screen cylinder. Its hollow EBS-brush 200, 300, 500, 800, 1500, 2500,3500 wings suck in the dirt from the screen surface in a slow and controlled movement. t-, 1 3", Hydraulic (3-30) 4"S, Electric (3-415) SAF 4500 Filter(2-84) 6"M, Hydraulic (3-68) "SAP FILTERS • For flow rates up to 1760 GPM per unit. "ABF" FILTERS • For flow rates up to 3100 GPM per unit. • Electrically operated on-line filter. • Cleaning mechanism consists of a suction scanner • Compact design for restricted space installation: that sucks in the filter cake from the inner surface of • in-line construction. ABF filters are suitable for high dirt load filtration the screen in a spiral movement. requirements and heavy duty conditions. "EBS" FILTERS • Cleaning mechanism consists of three stainless • For flow rates up to 4400 GPM per unit. steel brushes revolving inside the screen cylinder. • Two cleaning methods available: suction scanner for fine filtration or stainless steel brush mechanism for coarse filtration. i 0 ABF Filter(2-15) EBS Filter(2-24) How the "SAF" Filter Works The SAF is a sophisticated yet easy-to-operate Control System: automatic filter, with a self-cleaning mechanism driven Two types of control boards are available for the SAF by an electric motor. The SAF is designed to work with various types of screens in filtration degrees from filter. PLC type and Relay type. 500 to 10 micron, and is available in 6", 8" and 10" Features: inlet/outlet diameter. • Flushing according to pressure differential and/or The water enters through the inlet pipe into the coarse according to time. screen from outside in, and through the fine screen • Option for operation of continuous flushing. from inside out. The "filtration cake" accumulates on • Flushing counter. the fine screen surface and causes head loss to • An alarm or alternative reaction in malfunction mode develop. (open a by-pass, shut-off a pump, operating an alarm The coarse screen is designed to protect the cleaning signal in a control room, etc.) mechanism from large dirt particles. The "SAF" Advantages: <�Self-cleaning Process: • Its large filter area, reliable operation mechanism The i er s arts the self-cleaning process when and simple construction, makes the SAF filter the the pressure differential across the screen reaches a ideal solution for filtration of low quality water to pre-set value or a predetermined lapse of time. the very fine filtration degrees. Cleaning of the filter element is carried out by the • Minimal flushing flow rate required: Perfect cleaning suction scanner which rotates in a spiral movement even with marginal pressure conditions. while removing the filtration cake from the screen and * Minimal quantity of flushing water allows operation expels it out through the exhaust valve. During the in continuous flushing mode without losing much self-cleaning process, which takes approximately 40 water and without interrupting the water supply seconds, filtered water continues to flow downstream. downstream. Coarse screen Fine screen Suction scanner 1 i Drive unit Exhaust valve Pressure differential swich Wiring box MMM AU10mauc ana bemi-automatic weaning RBOCLEAN A revo solution for non-stop filtration: Particles are pushed to the debris area, and the filter screen remains clean at all times. .� The Turboclean consists of an Amiad stainless steel screen cylinder with a Torpedo inserted inside. The Torpedo creates high velocity along the inside surface of the screen, which prevents particles from adhering to it. Periodic opening of the drain port will release the dirt from the debris area without the need to open the filter for cleaning. The Turboclean filter is best used with applications involving inorganic debris, such as sand. 8' Turboclean AUTOFLUSH M" Automatic flushing of Turboclean filters: The Autoflush Turboclean filters are supplied with a flushing valve that opens automatically by means of an electronic timer. The electronic timer allows determination of the flushing - duration and the flushing intervals. For filters with more than one flushing valve and for multi-units, Amiad offers > modular timers which can be used for two or more filters operated in sequence. 3"Autoflush X BRUSHAWAY _. __.... . ....,,, .m;cleaning of 4"-14" filters. Amiad's Brushaway filter is made of nylon brushes, on a ` ' stainless steel frame.A simple handle outside the filter lid is then used to brush away particles from the screen.This h, can be done during the filter process without having to stop the water supply.The Brushaway filter can be used with organic or inorganic particles up to 200 micron. 4" Brushaway ands Insrii��. AMIAD products undergo constant �� sr o monitoring for quality control. 2002 = The manufacturer reserves the right to 90O2 a incorporate changes and improvements �\ in the products without prior notice. amiad filtration systems Ref. 92-3212 Amiad Water System Technologies°" 2220 Celsius Avenue Oxnard, CA 93030 Tel: (805) 988-3323 Fax: (805) 988-3313 Toll Free: (800) 969-4055 Fax Free: (800) PRO-FILTER www.amiadusa.com REVISED 3/97 J Flux Vector AC Drive Constant- Pressure Pumping Systems Overview The 1100 Flux Vector AC Drive with Pump Control Software provides energy- efficient control of constant-pressure pumping used in golf course and agricul- tural irrigation systems. Where Used • With any electric-motor-driven submersible pump, centrifical pump, turbine pump, vertical hollow-shaft pump, or inline booster pump What is Needed • 1100 Flux Vector AC Drive with Pump Control Software • Pressure transducer Pump Pressure Transducer LM Discharge Pressure pressure signal Gauge controlled voltage and frequency Suction ,.........-...............»........... on/ofl signal V arlable-Speed Pump Motor FluxFlxad-Speed Slaves Vector Pump Motor AC Drive ur%jrco 1 100 Flux Vector AC C)rive wltn Pump Control Softft ware ._.........._»».................u�. .. u���ez._............. Features •Total speed control of an electric-motor-driven pump & Benefits • Maintains constant pressure at the sprinkler head, regardless of flow in the system • Provides on/off control of fixed-speed slave pump to maintain constant pressure at high flow rates • Large energy savings when maximum pump flow is not required • 95% efficient • Slow charging of the water lines eliminates water hammer • Ramp-to-stop reduces stress on the system and check valves • Easy to install, set up, and operate • Allows use of three-phase motors up to 100 hp from a single-phase line where three-phase is not available User-friendly, quiet, and nonpolluting • Eliminates need for refueling, oil changes, and weekly service 1100 Applications Whenever there is a need to control the speed of an electric motor in your farm or rural application, the UNICO 1100 Flux Vector AC Drive should be your first choice. Pumps and Pump Systems • Submersible pumps • Centrifical pumps •Turbine pumps • Vertical hollow-shaft pumps • Municipal water booster stations • Municipal sewage lift stations • Farm irrigation systems • Golf course irrigation systems • Greenhouse irrigation systems • City park irrigation systems • Horticultural irrigation systems •Tailwater recovery systems • Agricultural manure pumps • Oil jack pumps • Dairy vacuum pumps Material Handling • Grain elevator legs • Grain augers • Grain and gravel conveyors • Grain vacuum and pneumatic grain conveyors • Silo unloaders Fans • Grain dryer fans • Grain bin ventilation fans • Confinement building ventilation fans • HVAC fans Compressors • Natural gas compressors • Air compressors • Air conditioning compressors Other • Pond and lake aerators • Workshop lathes, grinding wheels, and drill presses • Electric-motor-driven hydraulic systems • Animal feed extruders UNICO. INC. UNICO (UK] LTD_ 3725 Nicholson Road 42/46 Burners Lane Franksville, Wisconsin Kiln Farm 53126-0505 Milton Keynes USA MK11 3HD u England voice: 414.886.5678 voice: 01908.260000 1100.21(005) 12/96 fax: 414.886.8396 fax: 01908.260360 R U R A L / A G F=:t ! C U L T U R A L Aut0Prr-1atec Pump Control Sofitware For the 1100 Flux Vector AC Drive Overview UNICO's Automatic Pump Control Software for the 1100 Flux Vector AC Drive is an automatic logic program for one- and two-pump systems.The software configures the drive's inputs and outputs to use feedback from a pressure transducer as the basis for automatic constant-pressure control. if desired, a set of contacts provides on/off control of a second pump.The program incorporates a series of alarms and timers that allow field tuning of the system to eliminate nuisance alarm tripping and rapid cycling. Setup is conducted through a simple menu accessed from the drive's keypad. Operator Setpoint One Adjustments The constant working pressure the system will maintain.Also the "requested pressure" Speed Limit One and Two Limits the maximum speed of the pump during start-up and pipe filling. Prevents cavitation, water hammer, and motor overload. Set to zero to disable. Speed Limit One and Two Timers Sets the duration of these features, after which the drive switches to normal speed control. Low pressure and high flow alarms are ignored for these periods. Low Pressure Start Used to initiate a start sequence when operating a pressurized main. Set this value to the pressure at which pump one will start. Set to zero to disable. High Pressure Alarm with Timer Shuts the system down in the event of high pressure. Use the timer to delay or ignore this condition if your system is prone to momentary pressure surges. Low Pressure Alarm and Timer Shuts the system down in the event of low pressure. Use the timer to allow feedback time to rise above the alarm value when demand increases rapidly. Pump One Minimum Speed Sets the minimum speed of the variable-speed pump, below which it will never fall— even if feedback is above Setpoint Used to prevent pump one from running at shutoff . and for setting the minimum speed for submersible well pumps. Allowable Error Sets the pressure bandwidth that starts and stops pump two.The actual feedback pressure can be within Allowable Error from the requested pressure before pump two will turn on or off. Set to zero for single-pump systems. Operator Pump Two Start Timer Adjustments Used to allow pump one enough time to achieve Setpoint before pump two is considered. - (continued) This timer starts when pressure feedback drops below Allowable Error. If pressure feed- back is lower than Allowable Error when the timer expires, the pump two start sequence' is initiated. Pump Two Start Pressure Setpoint It Pump Two Start Timer expires and pressure feedback is below Allowable Error, pump one will begin to ramp down and system pressure will drop.When pressure feedback gets down to Pump Two Start Pressure Setpoint, pump two will start.After pump two starts, pump one will ramp back up to maintain requested pressure. Pump Two Stop Timer As demand decreases, pump one will ramp down to maintain constant system pressure. When pump one is at minimum speed and system pressure exceeds Setpoint plus Allowable Error, the timer will start. If system pressure is still high when the timer expires, pump two will stop and pump one will adjust its speed to maintain system pressure. Pump One Stop Timer As demand decreases, pump one will ramp down to maintain constant system pressure. When pump one is at minimum speed and system pressure rises above Setpoint plus Allowable Error, the timer will start. If system pressure is still above Setpoint plus Allowable Error when the timer expires, pump one will stop and go on standby. Pump One and Two No-Flow Timers and Alarms Drive terminals are configured to accept input from simple no-flow switches for each pump.These switches are ignored for a user-specified period of time after start-up. Each switch has an additional user-adjustable timer to set the duration that a no-flow conditio-, will be allowed during normal operation, after which.a no-flow alarm will occur and the system will be shut down. Timer Clock Used to set the system start and stop times, if desired. UNICO. 1NC. UNICO [UK] LTO_ 3725 Nicholson Road 42/46 Burners Lane VWW� Franksville, Wisconsin Kiln Farm 53126-0505 Milton Keynes USA MK11 3HD England voice: 414.886.5678 voice: 01 908.260000 12196 tax: 414.886.8396 fax: 01908.260360 Specification for Unico S I I00 AC Flux Vector Drive The AC Flux Vector Drive shall be solid state with a Pulse Width Modulated (PWM)output waveform capable of operating standard 3 phase induction motors from zero to full speed through either manual or automatic control. Output switching devices shall be IGBTs'. At the time of start up the drive shall automatically tune to the actual job motor by determining optimum field current,motor slip frequency, motor stator resistance, leakage,and system gain.The digital current regulator shall then tune the drive continuously in real time.Drives utilizing fixed volts/hertz patterned that only approximate optimum performance throughout the speed range are not acceptable. Displacement power factor shall be a minimum of 99%and total power factor(the product of displacement power factor and distortion power factor) shall be a minimum of 94%at rated load_ Communications The drive shall incorporate one EIA RS-422/485 asynchronous and two EIA RS485 synchronous ports for serial communication. The standard protocol shall be ANSI-028-3.5-A4 with optional AB-DFi, Modicon,or Modbus RTU. Parameters and Displays Basic programmable parameters shall include acceleration time, deceleration time, (7)preset speeds with individual acceleration and deceleration times,(3)skip frequencies,start mode, run mode, stop mode, current limit, spinning restart select, restart retries/delay, S ramp,master slave select/source, and security code. Status displays shall include speed,torque,bus voltage,motor current,motor frequency, motor RPM, motor voltage, power factor, system pressure in PSI. fault log and conditions,accumulated 12t, accumulated hours run, energy consumed,and 1/0 status. Environmental The operating temperature range for the control section shall be 32-131 degrees F. and for the heatsink 32- 104 degreesF. Maximum non-condensing humidity shall be 95%. The drive shall be capable of operating up to an elevation of 3300$without derating. Performance The drive shall be capable of full torque from zero to full speed. The speed range shall be zero to twice full base speed with field weakening. Speed regulation shall be within.5%of base speed 2hz and above without encoder. Analog input frequency resolution shall be a ma.�mum of.025% Protection The drive shall monitor its operating conditions and shut down when any of the following occur in order to protect itself: Ground Fault, Motor phase to phase short circuit,DC buss over/under voltage, Instantaneous overcurrent,Motor overload,Heatsink or ambient over temperature,Power transistor fault, Logic power undervoltage, Speed command signal loss, Memory malfunction, or Processor running fault. Faults shall be displayed in plain language along with time of occurrence. The last three faults shall be stored. On Board Constant Pressure Pump Control for Unico Series 1100 AC Flux Vector Drives A pump control logic program residing to the VFD's non-volatile memory shall provide the following sequence of operation without the use of external PLC's, or PID controllers. Systems requiring external PLC's or P1D controllers to perform the following functions shall not be allowed. The control system shall use the first pump as a variable speed pump, and control the starting and stopping of up to three additional fixed speed pumps in order to maintain pressure within the narrowest possible differential as demand increases and decreases. The variable speed pump shall always be first to start and last to stop. 1)The drive will monitor system pressure at all times via an analog signal from a pressure transducer. Power supply for excitation of the transducer shall be integral to the drive chassis. Engineering units for display and setup values relating to pressure shall be PSI, 2)The system shall come equipped with an automatic low-pressure start function to start the system from a stand-by condition. When system is in the stand-by mode and pressure falls below a field adjustable set point, pump one will be started,and speed control shall be from onboard PfD loop. Electro-mechanical pressure switches shall not be used to invoke this function. �... 3) Pressure feedback from the pressure transducer shall be the basis of all logic decisions for starting and stopping fixed speed pumps. Systems using the speed of the variable speed pump or drive output frequency as the basis for starting and for stopping fixed speed pumps shall not be allowed. 4) A field adjustable allowable error dead-band shall allow feedback pressure to fall below the pressure set- point while the variable speed pump is at maximum output without starting the next fixed speed pump unnecessarily. The user shall have the option of decelerating the variable speed pump prior to actually starting a fixed speed pump so the system will not be over pressurized. In this case,a user adjustable pressure setting will determine the actual starting of the fixed speed pump. 5) The drive digital UO shall provide contact points for flow switches in the discharge of each pump. The flow switch contacts shall close when flow is detected. The on board logic program shall be able to differentiate between normal no flow conditions caused by absence of demand, and no flow conditions resulting from abnormal causes such as blocked suction or discharge Iines, and over pumping a well or sump. When loss of flow is from a normal condition, the system will go into a standby mode, which shall be displayed on the drives LCD. When a loss of flow from an abnormal condition is detected, the pump in question shall be shut down on a no flow fault. Electro-mechanical relays and 1 or timers shall not be necessary to provide these functions. 6) If fixed speed pumps are running and demand decreases, pump one will ramp to zero speed and pressure will rise as fixed speed pumps back up on their curves. When pressure goes above the allowable error dead- band for a field adjustable period of time, the next additional fixed speed pump will receive a stop command from a digital contact on the drive 11O. The variable speed pump will adjust speed as necessary to maintain the requested pressure. 7) Field adjustable restart timers shall be provided for each fixed speed pump to allow the user to limit starts per hour of fixed speed pumps. 8)User selectable alternation of the fixed speed pumps shall be provided. Electro-mechanical devices shall not be required to perform alternation of the fixed speed pumps_ 9) A high-pressure shutdown feature shall be provided to shut down fixed speed pumps quickly if demand decreases very rapidly. This feature shall be independent of the allowable mar dead-band.Electro- mechanical pressure switches shall not be used to enable this function. 10) An on board time clock shall allow system to start and stop at a field adjustable time of day. 11)Two on board field adjustable speed limits, each with a timer, shall be provided so empty discharge lutes can be filled at a controlled rate. When these features are invoked the variable speed pump will run at the proscribed speed for the duration of the tuner,after which, speed control shall be from the PID loop. 12) A field adjustable low pressure fault with adjustable timer shall be provided to shut the entire system down in the event of a catastrophic discharge line break Electro-mechanical pressure switches shall not be used to enable this function. 14) A field adjustable minimum speed shall be provided for use with submersible well pumps. This is necessary to comply with submersible motor manufacturer's minimum speed requirements. The engineering units for this function shall be RPM. 1 5) All pump control perimeter set-ups shall be conducted through the drive keypad in the same format as all other drive perameters. All set-ups shall be in plain language or abbreviations thereof. No encrypted codes or numeric codes shall be allowed.The engineering units for all parameters dealing with pressure shall be PSI.The engineering units for all parameters dealing with the speed of the variable speed pump shall be RPM. 16)The drive shall be a Field Oriented AC Flux Vector Drive. It shall be capable of 150%of full torque at zero speed in order to provide maximum starting torque should a pump become clogged or stuck_PWM Volts to Hertz drives that do not produce 150%of full torque at zero speed shall not be allowed. 17)The drive's LCD display shall show the requested system pressure in PSI while in standby mode and indicate standby mode. While running the LCD shall display actual system pressure in PSI and indicate running mode. The Variable Speed Drive shall be a Unico Series 1100 or approved equal. i SERIES 4-2OmA CURRENT OUTPUT PRESSURE TRANSDUCERS •t�. DESCRIPTION s: Noshok 100 Series Current Output Pressure Transducers were designed to provide a previously unequalled level of perfor- mance,utilizing Piezo Resistive or Thin film sensor technology dependent on pressure range. 100 Series Transducers are highly accurate,shock resistant and extremely stable over a long period of time. EMC, electromagnetic compatibility, to IEC 1000 has been engineered in as a standard feature along with reverse polarity, overvoltage, and short circuit protection. r Advanced manufacturing techniques combined with " C^.K._'. -ram '•1.% technologically advanced standard features allow Noshok to offer a level of performance previously found only on transducers costing hundreds of dollars more. do A final electrical output and calibration inspection is performed on all Noshok Transducers and Transmitters after final assembly and prior to shipment to insure 100% ��tf - ��� out of the box" reliability. SPECIFICATIONS „r Output Signal 4-20 mA,2 wire r r Pressure Ranges Vacuum and compound through 0-15000 PSI;gauge and absolute Proof Pressure 0-5,0-10,0.7500 through 0-15000 PSI:1.5 times range r 0.15 PSI through 0.6000 PSI:2 times range Burst pressure 0-5,0-10,0-7500 through 0.15000 PSI:2 times range 0.15 PSI through 0.6000 PSI:5 times range • , , , Accuracy(BFSL or RSS) t 0.5%full scale standard (Includes repaarabuny, t 0.25%full scale optional tryewm and Ilneadty) Repeatability t 0,05%full scale Hwteresis t 0.19.full scale Stability t 0.2%full scale per year Input Excitatlon 12-30 VOC unregulated Temperature ranges Compensated 321 to 175°F/0 to 800C ' Effect t 0.03%/50°F • , Storage-401 to 212°F/-401 to 100°C Medium-221 to 2121F/-301 to 100°C Ambient-401 to 185°F/-40 to 851 C Response time less than 1 ms(between 10-90%lull scale) Pressure cycle Ilmit 150Hz Operating life 100 million cycles Adjustment t 5%full scale of zero and span Environmental protecllon NEMA 4x,OIN IP65(IEC 529) 't t Electromagnetic capebltlty 4.2-ESO Level 2 . , per IEC 10DO 4-3-Fields(RFI)Level 2 4-4-Burst Level 3 4-5-Surge Level 2 Electrical protection Reverse oolanry,overvoltage and short circuit protection Shoat Less than:0,05%full scale effect or 1000gs®20ms on any axis Vlbraoon Less than:0.05%full scale effect for 30g's®5-2000 Hz on any axis PRESSURE TRANSDUCERS SERIES 100 y DIMENSIONS WIRING DIAGRAMS AND ELECTRICAL CONNECTIONS 1110 Sorlas 4.20mp + Red Gr 2 WIRE iz71 s l y +Supply Redil/A so _ t output Graen12/B {131 a Case round T 9 Blue[ar non-shielded)141q Example:RBd111A=Applicaisia rotor wiaalbenbix pin or oin plug number. Load LlMIWGns 4-29mA Output Only T Vmin-10V+(,022 x Rt)100 Series 1271 iwl Virtu,12V+(.022 X RI.)300 Series RI.;Rs+Aw RL=Loop Resistance(ohms) Rs=Sense Resistance(ohms) so ss 2 WIRE WIRING DIAGRAM EXAMPtF Rw=Wire Resistance(Ghms) tzal T641 ORDERING INFORMATION SERIES 100 PRESSURE 0 30"VAC 30V 3011200 PSIG 301200 SI RANGES 60 0-600 PSIG 600 0-5000 PSIG 5000 0-15PSIA 15A 30"/15 PSIG 30115 30"1300 PSIG 301300 100 PSIG 1 0-750 PSIG 750 0-6000 PSIG 6000 0.30PSIA 30A 30"130 PSIG 30130 0.5 PSIG 5 0-15O PSIG 150 0-1000 PSIG 1000 0-7500 PSIG 7500 0-6OPSlA 60A 30"!60 PSIG 30160 0-10 PSIG 10 0-200 PSIG 200 0-1500 PSIG 1500 0-10000 PSIG 10000 O-10OPSIA 100A 30"1100 PSIG 301100 0-15 PSIG 15 0-300 PSIG 300 0-2000 PSIG 2000 0.15000 PSIG 15000 0-15DPSIA 150A 30"1150 PSIG 301150 0-30 PSIG 30 0-500 PSIG 500 0-3000 PSIG 3000 0-200PSIA 200A PSIG=Gauge Pressure PSIA=Absolute Pressure Other ranges available on spacial request 0-30OPSIA 300A ACCURACY(BFSL) 1 ±0.5%FULL SCALE 2 ±0.25p/o FULL SCALE OUTPUT SIGNAL 1 4.20mA PROCESS CONNECTIONS 2 114"NPT MALE 3 7116"-20 UNF(adjustable per SAE J-514) other connections available upon request ELECTRICAL CONNECTIONS 1 36"CABLE(connected to option 7) 6 112"NPT CONDUIT(w136"cable) 2 4 PIN BENDIX 7 MINI-HIRSCHMANN(wlmating connector) 3 6 PIN BENDIX OPTION SS THREADED ORIFICE ORF EXAMPLE 100 3000 2 1 2 7 Series 100 Pressure flange 3000 PSIG Accuracy ±0.25% Output Signal 4-2OmA,2 wire Process Connection 1/4'NPT MALE Electrical Connection MINI HIRSCHMANN a.. OASHCROFT Stainless Steel-Case Galuge Type 1008A/AL Grade B (3-2-3%) 63mm and 1 OCrrtm •63mm and 100M R case sizes Ashcroft®Type 1008A gauges are Soldered brass sachet and bronze Synonymous with durabiiity,flexibility• and exceptional quality.The Type tube design 1008A gauge enclosure is sealed to • Corrosion-resistant stainless steel provide maximum protection in ad- casalring verse environmental conditions.Both 63mm and 100mm Type 1008A • Dry,field-tillable or liquid-filled �r,rti• _ - are available d field-fillable, 4 gauges ry, versions glycerin f€iled or silicone filled.Accas- � .• a� e° E •Patented PowerFlexr"'movement sort'kits are available for panel mount- ing,front flange mounting or retrofit -indication, .r 20 • True Zero ndication, a unique mounting back connection gauges. safety feature The patented PowerFlex movement i a '' provides a higher level of shock,vibra- tion and pulsation resistance than conventional movement gauges. The True Zero feature helps to as- FlutterGuardTM is available for dry sure a quality process and reduces gauges to eliminate pointer flutter and manufacturing and inspection costs. extend gauge life. fit 'I. 7Hi P I I';� .�7d- fi"a"Type no.: 100BAIAL Movement- Patented PowerRexwAh Case: led case,field-fi€lafil (U) Size: 63mm(2'-/,j,100mm(4� polyester segment cone filled (GV)Case: 304 stainless steel, Socket: Brass,writs 0-ring case seal MountiFrEa8A,or liquid filled Restriciar: Brass throttle plug,0.013- Hardwalamp(UC}, nt flange(100 g AU orifice in atl ranges except ,retrofit nge(R )Flit Fluid: Glycerin vacuumand 15 Socket: ottle p gs, 0.007"0-02t7" Ring: 304 stainless steel,crimped Cur:nection: 11.NPTlowerimd-b ch' 3"Window: P°lycarbonate Ranges: Vac.thru 15,000 psi and ConnecN and otherDial: Black figures on white compound.Fquivalentmi:tric ctions on applicationbackground,alum€num ranges available Others: to ' ed dialsPainter. Black,aluminum Accuracy: ASME B40.1,Grade 2,3-2-3% stand rangesBourdon Tube: --C-shaped bronze(vac.-o00 Operating erGuardTemparature:psi and compound} cial calibrationGlycerine filled: 20°F1o150°F €catian - Oxygen clean,ASME B40.1 - Level►V cleanliness—dry gauge only(6B) Select: 1, Dial Site:63mm or 1°°ram 2. Case Type.1004 3. Socket Material:Brass a. Liquid Flied(Glycerin),leave blank it dry a Connection Size:'''A N°T a, connection t-acat€on:Lower(L),Back(B) 7. Optional Features YUC=Panel Mounting Kit 3. Range:1000 psi Reference Suiletin C:SS-1 Consult factory for guidance in product selection MADE IN Phone(606)986-9333 FAX 1-800-282-3732 iwsteuMu+rr I TYPICAL INSTALLATION SPECIFICATIONS h-•MOUNTING OR DISCHARGE PIPE Cable - 18-2 SJO W/A 34 x 41 strand. 9o"C. DIAMETER .30 Float-Polypropylene. 'ON' FLOAT iClamp- Stainless Steel. DIFFERENTIAL U Ind. Con. Eq. O Listed 125 VA(—a 115 VAC Component 4.5A C 120V., Res. Switch Rating 2.2A[a 230V„ Res. WATER LEVEL Temperature OFF' FLOAT Rating -60 C. Normally Open - Green Housing General Comments Normally Closed- Red Housing 1) Never work in the sump with the power on. 2)Attach the Type P Mini-Floats to the mount- ing pipe or the'pump discharge pipe.The'off' float should be below the 'on'float in a'pump out'application. 3)Arrange the Mini-Fioats so they do not tangle or hang up. i 4)Thread the cable strap through the buckle _- with the ratchet pawl;cinch up tight; thread ex- cess strapping through outer buckle slot. 5) Measuring the difference between mounting points gives the 'pump down'differential. 2 7/8—f � Typical Simplex Float Dimensions Wiring Schematic E_ECTRICAL CABLE SUSPENDED i PIPE MOUNTED LI OFF C,; L2 Lf L"I L 3 CONFIGURATION LENGTH nPE'S' TYPE'P' \_/�---� i 0 T MODEL NO. MODEL NO. T,RrER i NORMALLY 15 SM15N0 J yCOIL T OPEN 25 I PM15N0 SM25NO PM25NO AUXILIARY;;ONTACT NORMALLY � CLOSED 25 SM25NC PM25NC I Typical Alarm T'' '.cr Wiring Schematic 'Important Notes-Mini-Floats are pilot duty devices.They cannot c✓ v be used to direct) ---- �: ✓ (iJ H� JM Y power pump motors.Also,do not use Mini-Floats in gasoline or other combustibles.These devices can be used with ^ intrinsically safe relays for some hazardous locations.See Sec.500 SILENCE � of NEC. ALARM RIALA CONTACT ALAR(MINIFLOAT) R RI I t� W�gV rsU u F.E.Mv A L L aRMers, Yli A ARM— ' 1101 Myers Parkway,Ashland,Ohio 44805-1923 Phone 419/289-1144 FAX 419/289-6658 Telex 98-7443 K3213 Printe4 in LLS,A.6/89 Minimfloat a, A Ters ------------ DESCRIPTION MOUNTING STYLES Mini-floats are pilot duty devices designed for small diame- ter sumps and places where space is a determining factor in the selection of a level control device. Mini-floats control the function of motor load devices, such as contactors, motor starters, and power relays, to automatically cycle a pump or pumps.They can also be used for alarm signaling devices. Two Mini-Floats are needed for a one-pump operation; three for a two-pump operation. SPECIFICATIONS UL Listed Cable ... . . . . . . .. . . . . .. .. .. . . . . . . 18-2 SJOW/A Housing • • • • • . .. .. . . . . . . Polypropylene Clamp . . . . . . Adjustable 1"-4" (Only on Type P models) Temperature .. .. . . . .. . . . . . . . . . . . 60°C. MODELS Mini-Floats are available in a combination of mounting styles, TYPE P-M cable lengths,and circuit configurations. Mounting styles are shown at right; pipe mounted (Type P), and suspended (Type S), 10, 15, and 25-foot cable lengths are standard, but other lengths can be special ordered. Electrical configurations must be specified; normally open (NO), for pump out appli- cations and normally closed (NC), for pump in applications. r EXAMPLE: P M 10 NO Mounting Mini- Cable Electrical Style Float Length Configuration ELECTRICAL CABLE SUSPENDED PIPE MOUNTED CONFIGURATION LENGTH TYPES' TYPE?' MODEL NO. MODEL NO. NORMALLY I 15 SM15NO PM15NO OPEN 25 SM25N0 I PM25NO NORMALLY CLOSED I G5 I SM25NC I PM25NC TYPE S h9 Of goods shall pass to iha buyer upon deliv- lt, l�S ► --�1-�11 � ary of the shipment ;o the carrier. FL01y �U,7R LOSS OR DAMAGE CLAIMS:. . .. � ��� � ��� II goods: are shipped_. at bu,er's risk. . ONAt :.,:,.�nipments should be carefully examined .flon delivery and before the carrier's deliv- :'::ry receipt is signed. If any loss or damageBALL is evident, the buyer should make an appro- ` priate notation on the delivery receipt and insist that the carrier's driver initial such exception. The contents of all packages should be carefully examined for concealed �� L H L damage as soon as possitiJe aster delivery. so that the carrier can be requested, within �43 hours after delivery, to arrange for -Z _, prompt inspection of the damaged goods._: FREIGHT: ; _ _ Grinnell reserves the right to select the '=--" � Lr; ''' R`( y carrier for all shipments. NOTICE: SUBJECT TQ CHANCE WITHOUT NOTIC To the prices and terms quoted !l f -.�: _ , 'r",.i `• there will be added any �=O ISCED BRASS B,!-'�LL VALV= Manufacturers or Sales Tax ! payable on the transaction under � r 1c7 Pci � Full -and ^eo+ucer+ c an efiective statute. y � �' FS '•- " J o y , 1 ' c00 r.�l /OG .3 o Sizes G) AC-AX3". 5 UL= . ..ca-,rovEd SALES OFFICES AND WAREiCUSES TBINE._=_ :.IA;n'cEa United States _x- __-- =:i= .a-_ __ _:!a_ -_:r, - ARIZONA T=X,:S ;1_ n:o _ _- - _- _-_ -- ?_Pru?9G;i-3i314L'e9T:«..:5= ::.Z: .'3=-.___:?' -- _.r•: .,_-.a- _ _0;z_::� --- - - -- -=a�blSii.-_c- 'AL1FORNIA �_.P•x. _ -• -.;ti:_— . -�+_ __ �.�.-=�c- _._.-:t�--...._- ._ _,rl :sn(i131oi"ru:3 ::-i-_`"--1°'6 Hx/wara :YS:i-13_D:.:ome':lay- -i:C4F_i'-ac3--?3:� „ _uan:.:eG._- __ ._. .��. zr ..-._._.._ _- ,_--P .a _c.3.:_•+ __._ .:..- .-_._.'G .,___ _ AS LIGTON Sacmmemo - - - - .=t = =Z•Z:- . 1� COLORADO 0e0sr 502:2-21:Fktemm E.-.: t3 i'3;.=_s:a7lca•_:_S 11VISCC?19iN _..._.�cr•:idc=:-a7.-:.:: ;3--'.� - °+t Ca:-_:::c FLORIDA :s�- al-al S_._ r._-- •S:,. C.= ::at-1 cs - --.. -urcce GEORGIA SiNGAPGRE Asia _E`IcLLX - >:crc•�s 3:Gi:-oa++CasnCaun-.ICI_:.:LT.=sx{-:1552.;d: n;a_cre --i-�lca 5•gar,:-- 5_arr_:-_-. _5 Secoa - __- 7;'�_�yg�_'=x_, ._ ---_-- •-__ti..-. ILLINOIS -•�.o•<-i5t 2,_: __r:x•__,_._, 33 UNITED KINGDOM a-.•eyEC425_;51CCSou:ni'sis:z]_.-.::a1L:.=57.:�•:91P:�i:C7 NiALAYSIA ---_S�-2T7/-i:z1..5.SE:a::- _7 INDIANA a a_-cur_n30-'lo,-.Aran Csa:_. ._is C:e:as- =e u.F x B 25•d:_ - Inctana:ms-Ei:S-2515Es177rc--_;^.E:?:23.:�utic�e .=01._. -E)°.5.:.E3i.=ax::01.313.._.33 FRANCE ' LOUISIANA HONGKONG �3:acx-=rPrca- _ a1137):18175720 Jai'arson 70121-:CG_u:zR:n hrn..«._.:3-50:12 :322. �c:xcc- _rc�o.^r-3t5.3 Diu.^.�:•^.-:_ ,.attar C-,;P.:•>•xer:. _-•. Fax 7�9 =:•3i -au;.et=caa-tan_._.55::::.°a7c: :i"?5•' SFAIN tv1ARYLANO 7iG :__•r•taGol323c0-,..a:: cs;ra�-•r71_ _:' TAIWAN : r :•• -1C•as2-3 :ia21CiE-iSaS.»acann:.ar :'/.-:IGI391•r.C^• ear -a:c3n-':i•-3.:a=1 =cc.' - ocRcao- . y:�1101:91-:z5a ::5:.�.37 i ita. :Fax t:E51•?):,i._.I Latin America tMASSACHUSEITS - CaraonC2G21-;2GS"awnxn Aid.-;i::i5F53iS0. c151718a•@42:5 Australia = -d=G59,,=3xr7Ci1-:a•I232 MICHIGAN New Zealand -err- 150-,1 NEiYSGUTHbVAL_3 AUCKLAND =EFa�-�teyl^cic7•alCc-•71:!�•�•:070.::x:3:3t�•;E2: _. . _ -rare rarx e:i. Cr+.,n?:teP Ana=:rcn sta-a--?I Eli d1 1 rr,I�INEsora - =�. 17i:?� :.. -i Fc.�cP ncaa.Js,r L„n.�^_.=:x t:-�o2_,u'ai?2i•_:9. 3!rrn:retcnc5:71-,20159.:5na.-:c:2:sE+:131.:�:512:E37.::]t LAND MISSOURI QUEENS -.-_._ ea=::?_ •:--csrca=sa-.:1• Fcx.:F ia.Z55 SI Lc: 0110-tE!:sa nd;csr_..-•T.-1-:�c='• --' ,U RALIA - >=x13„t- :5 - scum+ sT Grinnell' N.Kansas Mi:=t:E-L30:Vaaen-..5) .:CO.;ax•515i? _-a NEW JERSEY(Metro NYC Area)' .IELECUFNE_��.33 2-3:-:ac_ — .. : .,.: _�I �r-a2a met• FLOW CONTROL :•tr Pam E w 9 aere:ec�r" "_11E55•C'o.'C-=u•s711e-ii_ `G: - NORTH CAROLI`!A 3ES i ERN AUSTRAUA area__-.i.,t3- :t:zit:ctt_'.__.. is 1' .a;'5 Marketing OHIO 1.50=.encatown'ca_ Canada North Kingsxvn..:;I.-_=- :'r:_nc :L__RTA ?:^one:N011 c26•=: 0. =sx:'.=0t)?SEs ' OXL'+HObIA - -- - _ ct,•; __- ,,P..eoS,_ Internet Address: 1Aaaaed::anuzam __ ;°,,.3-n3zo ....--:_. -..c-,.'s. .3t:�'-:5:: .::nnedC::_7raac s. RiTzri 3 Tyco Park OREGON =_- iT: - -?G:-x:.c.:. =a- - � •-.a:_3-r.� =:eie4:VH"'G 22 ''-'n1=..:ors: - ?: _.:. ?hane:;E031 -8-:_:_. Fa.(: -- zzi. c031 8-:_c0 PENNSYL:'ANIAn -� -,'3•; 9, - a _ r3f1.31@� B1` .mac Welded ni,:;Ples �ct,5 "a/'a"-Zed Niples de ace ro ccn cosrura gQ tiani; and `tar in diarner=, ,anc/gig from [cs I y nearo; en diametras de, 1r 7!8' u� to a' and in /eng-hs frrrn c e Hasa �' ' Y en loncizudes ce to 7Z0'• �sc.e ros corrida hastd 120- (o=G cm!:.) T=C74NIC4L SPEaFICATIONS ESPEClFICAClOIVES T=CNICAS -57ANDARLD-s product co -7-1 es vit,5 E5T31yD�E5_ El ASTM A- prod lc;o cumrle cz = A-733 and ASTM A-33 A-7=3 far thre-ac-in . Y ANSI 51.20.1 a. dimensions and Gipe ,to que respecca a resz-ada, dimensiene sYeCiirar,cns' Y aspedflC.3ciones de tu�erfa. PIPE: Cam;.lies with ASTM q-S� TU BERIli: Cumple ccn 4S i,\,t A__3 millrest sch�u/e a0 and BO, a par, Me_ts c u,a 40 80 y �n ANSI c36.1_ Tcd ANSI a I� a��, l. :il fJlC� lS iiYl rosiotic tuC2rla es arc GZa �IICr'S aYlcamen;c. GALVANIZADO: Prctecdcn de GAL'l.�,YL=>: Inc c at,rg a;plied by aplicaco perCalvar,l-za.^'a par ins zrslcn hat rF. Sa cnized c.:rn,�i in witi7 9 en caliente c:-e C-Ample con A5 NJ 'SiM _1Z3. 123_ � d�CX: r'rc[ecred acainst cxidati�n i NEGRO, Protecci-'n contra axidacdn with varnish C...at con una caPa de oarniz especial. Cr1EtvT1��,L. CC,".9P...SlT1ON: COMPCsirOO,ti QU1h�ilr`• _ Maximum 17. - 0.06 TcN51L=REQUIREILIENTS PROPIEDADES DE TERSION reruile Strength Min ResLs-.anda a la Ten:lon hiln, Yleid Strength A91a -'m� P51 mlta do Fuenda Min. aCS1RI -.. - -- ll KS/1S4m?.33.7 - - �I ArfPA -- —�-.8�GO _37 c 2 PSQO 7�0 are ncnina/ i rev ofe SuaiC�' 'c t2nav=ns ncmi;ales y es�n suie a varanes in ac—;rv:r~a •,•�irn a�•��r;enilan� ncr, ales de acuerdo a 105 estardares s'an�rvs arri=a nen.-ioracos, GEHEAALOFFICz 3727 So.73,,3 E.,Aye, iulaa,Cklan0m,741.5 (9)9)"4 227 "RI A" SERIES PACKS PRESSURE CLASS 150 i 1/17" ASBESTOS RING GASKETS C__ NO. PIPE SPECIMIC-')'TONS SIZE CAP SCREWS ?SLtiI I A;r^T GASk TS D-1_/ -O a-t.=-J , . _ . ^r j-% 3 /4 " rl Ir It II 11 I I R-_-13 1 I t�_"—7 7 11 11 II II II III �_ 0 —? 7 1_,1 II 11 t1 II R _30 ;11 II 11 I1 11 J RA- f 3 0 .311 IT l l l 17 " r`�_—i-80 1 QI1 II II 1i II Z,-200 7ot1 it II II Ii ;+ 1 r7�l'1 / 11 II II II II ?_-_CK VA31.'`_TIONS : Above packs can be furnished with the following variations by adding suffix to Cat. No . as indicated: A-307 , Gr. B Bolting (Heavy Hex Head) Add Suffix - K A-307, Gr. 5 Bolting (Heat Treated) Add Suffix - Type 304 or 316 Stnls . Bolting (Specify Type) Add Suffix - Y I/3" Thick Gaskets Add Suf_i_L - B Solid Teflon Gasket Add Suf'_"ix. - P Red Rubber Gasket Add Suffix - R 1/8" Spiral Wound Gasket (Type 304 S tzls . ) Add Su==i x - S Class 300 (300 lb . ) Bolc_ng (Gr. %) Gaskets Add Su T3 RAF GENERAL PURPOSE HYDRAULIC VALVES K_ 3r RAF Valves are used for general :water supply and irrigation. The `RAF valves are made of only three parts, each one is made of durable materials. .`'The inner flow passages are streamlined and coated with ' s low-friction materials. This ;provides quiet flow in both directions, low head-loss and minimal wear. x. Technical Specifications Valve Materials: A Special leaflet for ■ Body and Cover: Cast Iron with each Of the Rilsan (Nylon 1 1) coating. Epoxy SPECIALLY or enamel coating are available by request, applications DESIGNED ■Bolts, Nuts and Washers: Zinc DIAPHRAGM plated steel. appearing in this ■ Diaphragm: Natural Rubber brochure is available reinforced with Nylon Fabric, i Working Pressure: Up to 232 PSI, upon request, Temperature Rating: 14'F to 176'F. Size & Connections - T Cross section of RAF valve RAF Threaded 2"-4" ISO, BSP,NPT RAF valves operate with a Patented reinforced Grooved 2"-4" Victaulic diaphragm, which eliminates the need for a retaining metal Flanged 2"-12" ISO, BSTD,JIS,ANSI, DIN spring. RAF -A Threaded 4" ISO, BSP The special elastic design , NPT enables gradual and precise 1. Grooved 2"-4" Victaulic opening or closing of the valve. By eliminating a metal spring, Flanged 2"-4" ISO, BSTD,JIS, ANSI, DIN the RAF is virtually maintenance free. l jM Dimensions of Nom.Dia c inch mm inch `H B;: h Weight RAF SC RAF-A _ 2 50 7.48 90 3.94 00 MMI 4.92 725 �n49 me Ibs_ ConFlectlons` 2 7.45 190 6.26 159 6.49 165 8 6 3 9 Thread tt 2 1/2 65 8.50 216 2.99 76 17.42 7.9 /victauli. 4.33 110 4.92 125 1.81 46 14.77 Flan e RAF 2 1 2 65 8.50 216 6.81 173 7.28 185 6 7 Thread 3-2-3 80-50 80 9.05 230 4.92 125 4.92 125 3.15 80 22.27 10.1 Flon e/Victaulic �� 3-2-3 80 50-80 9.05 230 6.89 1.97 5 Thread 175 7.87 200 � 11.02 3 80 11.41 290 3.94 100. 24.25 11 Flange/Victaulic M' : 80 1114 283 5 138 7.87 200 1.97 50787' 7.87 200 3.94 read100 1360 346 866 " , 230 100 38.58 175 Fl4 100 12.01 305 2:3b 60 36.38 Threa8.66 220 9.05 230 389 qq 56.22 6 150 15.98 406 11.61 295. 11.81 300 25.5. Flange 8 200 18.50 97n T5.08 383 13,94 354 630 142, 109;13 49.5 Flange 10 250 25.00 635 16.93 430 18.27 464 160 15b.53 71 Flange 12 300 29.49 749 16.93 474 18,27 464 9,26 197 240.30 109' Flange RAF -A. 234 30865 140 I - 2 50 3.54 90 5.91 Flange 150 4.92 125 3.19 8i -,, 2 50 4.41 112 6.26 159 6.49 1 9.29 4.2 Thread/Victaullc 21 2 65 d.bl 117 3.03' 77 6'� 160 4.92 125 17.86 8.1 fIon e 3.27dW3 LL 122 6.30 160 7.28 185 15.43 7:0. Thread/victouuc rl 3 2 3 80 50 80 4.33 110 3.27 83 24.25 11.0 Flange 1 5.75 146 4:92 125 2.83 72 3-2 3 80-50-80 5.51 140 7.87 200 7.87 10 80 4.9' firead/victaulic 3 80 5IL7 .83 148 8.07 200 3,94 100. 26.46 12 Flange I 3 80 b.06 205 7.87 200' 4i21 107 26.46 12 nread/Victaulic 154 8.27 210 7,87 200 4:59 115 41,89 100 5.91 150 8.94 227 9.06 230 q 19 Flange 100' 6.97 177 9.06 230 9.06 65 118 35.05 15.9 Thready Victaulic 230 4.45 113 58i42 26i5 Flange BAR' PSI 14 FI'av °c�iar y 0.8 0.6 7 C 0.4 5 4). 4 0,01 1.4 0.06 0.04 0.7 0.5 01 0.02 0.3 0.2 40 60 100 200 400 600 1000 2000 4000 6000 10000 20000 40000 10 20 40 60 80100 200 US gpm 400 600 8001000 2000 4000 6000 1000' Flow rate m'/n �OI11metide Norp.,.aq �i InIe�P.ressure,P.SI:-(Bar) , Wdrl�ing: Min:; From atea,GPAA(m;,/h) R , Fulry^apened Valves inch+ M. Max. Min M Conditions PSI.' Bar-. P.Sk: C�factor' 'KV,facto� Range` 2 5o Bati GPM (mh)• GPM! '(tT1'/h1:. RAF RAF'-Ar RAF ;RAZE A . 10 0.7 232 16 22 5 193 45 3-2-3 80-50-80 10 0.7 232 16 22 82 72 70 62 5 3 80 220 50 84 72 72 62 7 0.5 232 16 31 7 4 )00 6 0•4 232 16 396 90 200 180 170 155 6 150 10 660 150 340 234 290 200 6 0.4 232 16 6b 15 1410 320 570 8 200 6 0.4 232 16 176 490 10 250 4 0.3 232 16 352 40 2420 550 925 790 80 4180 950 1635 12 300 4 0.3 232 l b 440 1400 100 5280 1200 2110 Cv=vAp Where:9=Flow rate.GPM:Ap=Head loss across the valve,psi. 'Kv= 1800 ,/--Ap Where:Q=Flow rate,m?rh;pp=Head loss across the valve,bars. amiad Filtration Systems® 2220 Celsius Avenue • Oxnard, CA 93030 r pro. Toll tree: (800) 969-4055 • (805) 988-3 4 Fax tree: (800) 776-3458 • (805)988--1) 13 E-mail: into@amiadusa.com - www.amiadusa.com 01/00 2.SM it m: RAF Float Level Control Valve is used to maintain a preset water level in a reservoir or water tank in a simple manner. The RAF valve is activated by the line pressure. The RAF Float Level Control Valve stays •'`! open as long as the water level in the reservoir is below a preset level.As the water level rises and floats the pilot's arm,the RAF gradually closes. 'RAF Electric Float Control Valve (RAF EFCV) ...is a normally closed electric float control valve,activated by line pressure. The electric circuit is switched by a float hanging over the water surface at the desired height.When the water level drops below the float,the electric circuit is switched on and opens the RAF EFCV through a solenoid valve.As the rising water reaches the float level, the circuit is disconnected and the RAF EFCV closes. r� RAF Pump Control Hydraulic Valve (RAF PCHV) ...regulates the-pressure level during 'the start and shut-off'of:pumps to protect the pumping assembly and the downstream network-The-RAF PCHV:is applicable,with slightly different layout and switching,for either vertical(deep well) or horizontal (booster)pumps.`In-both configurations,the RAF PCHV:is connected electrically to the .pump's control,panei.. - =For booster pumps-co ntrol,the RAF PCHV`is installed on the mainline downstream of he pump.Generally the valve protects the booster pump land its engine by sustaining the pressure during:the startup and shutoff. Otherwise,it functions,as a check valve. This valve protects'the pump in case Of downstream of the pump. ..power shutdown by sustaining the pressure An deep well configurations,the RAF PCHV is installed,on.a tee.branch off the main tine.It functions basically as a pressure relief,allowing low'pressure during the startup and shutoff. Otherwise, it closes to enable a gradual pressure buildup. In case of emergency shutdown,the RAF'PCHV opens to relieve pressure from:the vertical pump. RAF Electric Control Valve ...is activated by line:pressure.The valve opens or closes by electric command through a solenoid. The electric pulse originates with a controller,timer,sensor or remote control device. RAF Altitude Control Hydraulic Valve (RAF ACHY) is used to maintain a preset water level of a reservoir or water-tank in a simple manner. The RAF valve is activated by line pressure.The RAF ACHV stays open as long as the water level of the reservoir is below a preset level.As the water level rises,the RAF ACHV gradually closes.Three adjustable altitude ranges are provided. RAF Pressure Reducing Control Valves ...two-way and three-way are piloted hydraulic valves activated by line pressure.The pilot \ valve has a spring-loaded membrane which is sensitive to downstream pressure.The pilot's spring is preset to a desirable reducing pressure.The pilot valve maintains a constant downstream pressure by gradually opening and closing the RAF,at any flow rate. 2 16 RAF Pressure Reducing Hydraulic Remote Control Valve is a piloted hydraulic valve activated by line.pressure.The valve is normal) and opens by hydraulic command.The valve reduces the line pressure to maintain losed, i constant pressure downstream the RAF,at all flow rates.The set preset is adjustable. The RAF Pressure Reducing Hydraulic Remote Control Valve is creducontrolpressure led by a three-way pilot valve,made of Plastics,A spring-loaded membrane inside the according to the downstream pressure changes;.The pressure fluctuations lat Dves compensated by the gradual opening,and closing of the.RAF.RAF. . RAF Pressure Reducing/Sustaining Control Valves two-way and three-way are piloted.hydraulic valves activated by line pressure,Both Pilots have spring-loaded membranes,One pilot is sensitive to.upstream pressure and the other to downstream pressure.The combined operation of the two pilot valves sustains a consrcnt pressure upstream of the RAF valve, and at the some time, reduces the i downstream pressure to a preset pressure, The RAF valve.opens or closes gradually to maintain both required pressures simultaneously, z RAF Flow We:Control Valves: (RAF FRcv) .two-way and three-way.are piloted hydraulic:valves activated by line pressure.Normally, the RAF'FRCV is partly open to allow a presetconstant flow rate: .The flow rate through the RAF. FRCV is determined indirectly using an orifice plate.The headloss across the orifice Is Proportional to the actuat'flaw'fate.On rising headlbssi the RAF'FRCV is automatically piloted;to close,When the head loss is lower,the valve opens.Thus the Now rate is constant regardless of line pressure fluctuations:or the downstream demand: RAF Pressure Sustaining/Relief Control Valves ...two-,Nay and three-way are piloted hydraulic valves activated by line pressure.The pilot valve has a spring-loaded membrane which is exposed to the upstream pressure.The f valve is normally closed.Only when the line pressure rises above a preset point,.the Pressure Sustaining/Relief Control Valve opens to relieve the excessive pressure downstream without causing surge hazards,When the line pressure drops,the RAF recloses,. 11 RAF Quick Pressure Relief Control Valve ...is a piloted hydraulic valve activated byline pressure.The two-way i spring-loaded membrane which is sensitive to upstream pressure;The Quick Pressure Relief Control Valve is normally closed.As line pressure rises above the preset level,the valve opens quickly to relieve the excessive pressure, i i RAF Surge Anticipating Control Valve (RAF SACV) is ca;u _a c 3iiminate hazardous pressure surges typical of "water hammer" conditions. A !s caused by an abrupt shutoff of a pump or rapid closure of a main valve. / (A '+'•.ra' :mMer :s a series of pressure waves, each one composed of alternating low and high c;&s=;.re _;_:ra=s created within a few seconds.) RAF SACV is a piloted hydraulic valve acrivcre,. : ,: _,ressure.The valve has two pilots,for high and low pressure.Under normal -nie RAF SACV is closed. It opens when the line pressure drops below a preset Pressure r .canon of the following surge,and remains open until the fluctuations stabilize. AN RAF Anti Burst Control Valves (RAF ABCv) ...two-way and three-way are piloted hydraulic valves activated by line pressure.Normailv the valve is open.Only in case of flow rate higher than a preset maximum,due to a bursr or excessive demand downstream,the RAF ABCV is automatically closed down anti can reopen manually.The actual flow rate through the RAF ABCV is determinea by comocnne, the headloss across an orifice plate,The valve is closed down by a hydraulic relay. v The RAF ABCV closes automatically whenever the upstream pressure drops below a preset point.It reopens manually, 3 'er uuJ/OOE ► BUTTERFLY VALVES The 88 Butterfly Valves are compact in design, lightweight and easily installed, The H8 series valves are extremely reliable and cost-effective. They are leaktight, resilient sealed, wafer-type butterfly valves. Designed to fit without gaskets, they will fit a wide variety of mating flanges. Suitable for flow in either direction, the valve will seal in both directions with a maximum working pressure of 150 psi and can be used for on/of or regulating purposes. These valves are currently available in sizes 3" through 14" with larger sizes by request. BODY: The Be is of one piece construction in Gray Cast Iron GG 25 for 2" through 12" and Ductile Cast Iron GGG 40 for 14" and larger, including the side flange for gear attachments. It is designed to withstand 1.2 times rated working pressure with open disc. The body is wafer-type construction and can be installed between several types of flanges. Wings are available in sizes 10"and above. DISC: Valve discs are of Enameled Ductile Cast Iron GGG 40, The disc has a double convex shape to minimize the flow streamline deformation and head loss. LINER.- An extremely precise injection molded complete liner in How To ORDER, CHART high-quality E_P.D.M. rubber was specially selected for long life and low friction, providing long resistance to abrasion. (Example: B8-04=007=Ljr..';;' A wide range of other material can be supplied upon request. B8 - A — 007 — BEARINGS: All sizes above 12" have special bronze self-lubrication bearings to give low bearing coefficient of friction under �--' the maximum Pressure difference. GEAR: • 90' rotation adjustable to -t5° Diameter.= erauon weatherproof construction in inches` • All gears are guaranteed for three years ��=Lever G= Gear GEARS 2"-61, 8" and above Nominal Output Torque: 194.6 ft./lbs. 576.8 ft./lbs. Nominal Input Torque: 16.2 ft./Jbs. 40.0 it./lbs. Reduction Ratio; 1:40 1:6a No. of Hand-heel Turns: 10 17 Other construction materials, as well as options (i.e. Lug type valves), are available upon special request. SPECIFICATIONS: Material List 2" — 12" Material List 1 4" �'� Materials Parts Materials Body Gray Cast Iran GG 25 Body Ductile Cast Iran GGG 40 Disc Enameled Ductile Cast Iron, GGG 40 Disc Enameled Ductile Cast Iron, GGG 40 Liner E_P.D.M_ Liner E.P.D_M. Shaft ST. ST. 420 Shah ST. ST_ 420 Bearings NylaIIun Bearings S,intered Bronze _ r .""�nstalraiioctandrpiv r�al'ea�"aie�ustsorne o _r�eCeaso�ci-r-wrde acceptance of t�iese'varves"The same"ual' - q ety that isTul (n .� all valves ensures tfie user that our butterfly valves will coy Inue to be proven performers. QUALITY MANAGEMENT Stockham is STEM A two-piece stem design on sizes �-' committed to a philosophy of total quality 2"-12" is utilized, while a one-piece stem management. It begins with design, to is used on sizes 14"-20". Standard material comply with pertinent MSS and ANSI is Type 410 stainless steel, with Type 316 Standards. Continuous improvement is stainless available. applied in a methodical process to improve materials and services to meet or exceed Stem bushings are furnished on most customer needs. Stockham complies with standard valves to provide longer life with ISO 9001, EN 29001 and ANSIIASQC Q91 lower torques. Additional stem bushings are and is certified by Lloyd's Register Quality furnished with all actuated valves above 6" Assurance (LRQA). and for any valves in modulating service, In such cases, reinforced TFE/epoxy bushings MATERIALS Standard body materials for are furnished, and are normally located in the butterfly valves are cast iron and ductile upper body to reduce stem friction and thrust. iron. Body and trim materials are produced The lower body may also be provided with a to conform to the chemicai and physical bushing if requested. These bushings are requirements of the American Society for available as an option for any valve when Testing and Materials (ASTM). Valve specified. 'terials and ASTM specifications are wn on each product page, DISC Discs are accurately machined to assure tight shutoff. For sizes 2"-12", positive RATED WORKING PRESSURE The drive of the disc is achieved by an internal maximum cold working pressure for all drive between upper stem and disc. The disc resilient sleeve butterfly valves is 200 psi rides on the lower stem and is self-centered for sizes 2" - 12", and 150 psi on sizes in the sleeve. On sizes 14"-20", the disc and 14" - 20". stem are mechanically affixed with 17-4 SS cap screws. This feature is available as an DESIGN: RESILIENT CARTRIDGE- option on smaller sizes. TYPE SLEEVE, WAFER AND LUG, Standard disc materials are ductile iron SIZES 2" - 20" (nickel plated), aluminum bronze and CFSM BODY Available in wafer and lug types, (Type 316 stainless steel), with extended necks to provide 2" of insulation. Face-to-face dimensions SLEEVE Cartridge-type, replaceable meet MSS-SP-67 and API 609. sleeves are provided. Resilient elastomers are molded to a rigid thermosetting plastic Lug body valves are recommended for ring to produce the primary stem seal and lines where dead-end service is required disc shutoff. Sleeves extend past body faces for removal of downstream piping for to provide seal against mating flanges. Back- equipment maintenance purposes. In ing rings have molded grooves for 0-rings to such cases, replacement of a down- provide secondary seals between the sleeve yam flange is required for proper and stem. Sleeve materials are further cutoff and retention, and to comply described in the Technical Data Booklet_ with suggested safety practices, 2 J STOCKS M 7�-�� 77 7? Temperature ranges for sleeve materials in IVIARKING Each vai ve Is supplie with continuous service are., namepiate to identify the figure number Buna-N (Nitrile Rubber) 20" - 180°F and pressure rating of the valve. EPDM (Nordellb) 20" - 250°F Hypalon® 200 - 2250F TESTING Each valve is individually tested Nat. Rubber 20" - 150OF with a shell test and seat test in conformance Viton@) 20" - 250°F with MSS-SP-67: White Neoprene 70"­225"F OTHER DESIGNS Shell-1.50 x Body CWP Stockham manufactures butterfly valves for Seat—Type I—Tight shutoff fire protection service, which are UL Listed requirements at rated pressure and FM Approved. The valves are listed in at ambient temperature the "Fire Protection" catalog. OPERATION Levers are available on all PACKAGING Valves are packaged in valve sizes through 12". Manual gear pallet box containers or on pallets, operators may be supplied on all sizes. adequately protected for shipment. Operating torque requirements on valves WEIGHTS AND DIMENSIONS 8" and larger suggest the use of gear operators. See page 8 for further information Dimensions and weights shown in this about lever handles and gears, catalog are for estimating purposes only and are subject to change without notice. Stockham butterfly valves are also available It is our intent to maintain basic dimensional with pneumatic or electric actuators. For requirements of accepted standards. other pertinent information see page 9 . STOCKHAM FIGURE NUMBER SYSTEM Body Type Pressure Disc Stem Sleeve Valve Body Material Body Type Operation Rating Material Material Material L-80edly G-Cast iron 5-Wafer Hare Sleet 1-150 B-Aluminum S2-Typa316 B-Buna-N D-Ductile Iron 6-Lug,Drilled 1-Lever 2-200 Bronze Stainless E-EPT(EPDM) 7-Lug,Drilled 2-Gear U-175 VYWP* D-Ductile front, Steel H-Hypalons and Tapped 3-Air Actuator (UL Listed) Nickel Plaled S3-Type410 R-Natural Rubber 4-Electric Actuator OF-175 WWP* S-Type 316 Stainless AS-Abrasion 5-Lever with (UL Listed Stainless Steel Resistant Memory Stop and FM Steel Buna-N 6-Lever with Approved) PD-PVDF V-11hafl's Infinite Slop Coated Ductile FDA APPROVED I FN-While Neoprene FE-EPT na.N F&B-Buna-N Please consuff price sheer and catalog for items listed. You may not build figure numbers to specify all possible combinations listed above. 'See "Fire Protection Valves,Catalog. STOCKHAA � LG-57 2 J 'S Pa. DESCRIPTION f MATERIAL ASTM SPEC, UNS NO. a s 1a 1 800Y.WAFER TYPE CAST IRON A-126Ciass 8 F12102 b DUCTILE IRON A-395 F32800 14 2 MACHINE SCREW TRUSS}HEAD STEEL EZP 3 MACHINE SCREW NUT STEEL EZP a z 4 DISC 5 HANDLE MALL IRON A-197 F22000 6 INDICATOR PLATE STEEL O O 7 LEVER MALL.IFI N A-197 F22000 8 LEVER SPRING SPRING WIRE SAE-1065 9 I LEVER PIN STEEL DETAILA 11 PIPEPLUG STEEL(ALT.MALL.) (ALT.A.197) Sizes 2'B only 12 0-RING,UPPER STEM it 13 J 0-RING,LOWER STEM 14 0-RING,DIRTSEAL 15 STEM,UPPER I• 16 STEM,LOWER 17 RETAINER,STEM STEEL 18 STEM PIN STEEL I 19 SEAT SLEEVE I I REINgnEE3= C LD-512 or LG-51Z 20 81J5H6) -Pieter to page 3 for Optional materials. Use figure number system for valve description_ tThese 0-rings famished in same material as sleeve. L 17 14 SEE F-•� a�r�it 15 1 . LD-512 or LG-512 WAFER BODY, DETAIL 0 LEVER OPERATED Sizes2'-n'Cnly 12 SIZE WGT, A B 1 C p E y 2 6.4 1.75 6-50 ' 3.12 9,00 5.50 21/,F 7.8 T788 7.001 3,44 9.00 8.00 3 8.8 1.88 7.25 1 3.69 9.00 1 6.25 4 11.7 2,12 j 8.121 4.38 9.00 7.12 1 s S 116.#2. 9-00 J 5.00 11.00 T 62 5 21. 9.56 5.94 11.00 8.19 8- 1 35. 10.58 7.06 14.00 9.50 13 10' 1 50.E 1 3-81 112-19 8.50 14.00 1 10.81 11 12' 1 69.0 13.19 1 13.7E 9.62 14.00 '8-12INCH SIZES---Gear aperaied recommended. /� 4 J STV`RH" �oa:li�l d8 BUTT ERFLY VALVES E)IMENSIC)NS Sc VV>EIGHTS �} Butterfly Valve Worm Gear Operated Type BB L v Nom. a ch) Ziff all 441 611 811 10JT 7'f 14" 1� Size +11a �I Li O V lT C 1,77 1,89 2.09 2.24 244 2.75 3.15 3.t5 G 4.13 5.51 6.30 8.46 10.70 12.48 14.84 17.16 4 z H 2.75 3.66 4,09 5.35 6.69 8.23 9.53 10.23 >� 1 6.0 6.0 6.0 8.46 8.46 8.46 SA6 14.17 } K 5.75 5.75 5.75 7.43 7.48 7.48 7..18 14,17 L 2,0 2.0 2.0 2.95 295 195 2.95 3.38 G G N LOA 12.6 13.42 16.96 20.67 28.73 27.05 33.70 O 5,2 5,98 1 6,38 8-11 9.76. 11.22 13.19 15.94 App_ Wi. (Lbs) 13 15 17 25 49 70 110 150 i Butterfly Valve Lever Operated Type B8 r Nam (Inch) 2" 311 4" 6" 81. . . . .10" 121P Size P 10.24 10.24 10.24 14,17 17.71 17.71 17,71 - - R 5.31 6,30 5.70 8,07 10,83 12,20 14.17 P App,W t. (Lbs) 8 10 13 21 49 70 110 PRESSURE-Loss CHART FoR 138 BUTTERFLY VALVES , Ii 7 17 3 4 r �.7 O,a 'o.a 40 Q0 100 Wo and C00 ipon 2000 JWQ SR00 10000 20000 aUg06 US�m O7HECK DEEP WELL FENIALE THREADEDENDSCHECK VALVE UQ.. .... Techno's Heavy Duty Deep Well Check Valve is the perfect solution t o over_ ,• ..... ......... . coming water hammer and resolving your submersible pumping - systems' ,. 'S c Ieck valve problems. Techno's Deep 'Nell Check Val ve's exce i ie hneehec:< response to quick starting pumps and high heed im impacts distinguishes Vave stingulsres it cs a superior valve for submersible service. Specially designed for Deep Well Applications,Techno's standard Female Threaded Check i� ::::: �`.•; Vclves are rated for 4 O PSI service or depths of 1,000 fzt. For greater depths and higher pressures please consult factory. The Heavy Wall Body is designed to handle heavier pump and pipe weights.These features combined with the unique Techno Internal design insure that once you send it down,it's there to stay, The standard Deer Well Valve is cvcilcble with drilling to adapt a treck away plug and with ,i dreircge orifice upon customer reques.All Deep Well C� :r=;•" neck Valves cre ndcrd with ;1 src sprng unless =,:-•_ :.._ - ' J;F otherwise specified. ��:_ :'.'�'•__ MALE THREADED ENCS For shallow wells and less severe service consider Techno's standard Male Threaded End Valves. Available sizes: I" -1 O" in a wide range of materials. STANDARD MODELS AND MATERIALS • ' S1c,V'�I �_.0%�l l .-u,-'r�3A' .7=:w' -1`.:.•w�� -..^-." �..ii. ''•.._Yf' ', 'r'a; w:r�ji•;Y9.. n...��.-;vi* sY "rl•'.t-...D. 7R.a. i.uiw!1.. intemafw r�[}(� • 5002F .. ....7:':-".•.►7 'eti.D:.-.��,w".:";SiL' t' err J�C. ;t�..�I�j� Carbon Steel Cadmium Plated Steel Stcinless Steel 450 5002E BR 9ronze Bronze Stcinless Steel 450 5002F-304 3C^Sicin!ass Stee! 304 Stcinless Sleet Stcinless Steel 150 5002F-316 316 Stainless S,e'I 316 Stainless Steel Srcinless Steel 0 Standard EIc57071er: z-unc-N Most styles available!n sizes 1" to 12" OpHanal Elastomer Maienais seiectiom: • icilOn • •viton • �IrZ.prna ! 2709'.PEST 10th ST. ?A.3CX 1416 9alE.?A 165. 16672 PHONE: o YX: 5106966616TECHNOEAI DouBLE WING (HEICK VALVES These economical, Double Wing Check valves offer both weight and space savings. The body style is manufactured to match ASA flanges and meet or exceed ISO standards 5752 column 16. These check valves are available in sizes from 2" through 32". Amiad Water System Technologies®stocks sizes through 14". Larger sizes can be special ordered. The elastomeric seal of the Double Wing Check Valve is installed on the rear side of the entrance plate so it does not face the flow. This elimi- nates any erosion of the seal by the particles contained in the water. Raphael Double Wing Check Valves can be SHOW TO ORDER CHART installed between standard flanges in the horizontal or in the vertical flow up position. For horizontal flow applica- (Example: SW-087005) tion, the valve must be installed with the disc hinge pin in SW 005 the vertical position to insure proper operation. - A A - Other construction materials and other sizes are available upon request- I?iarnetcr in 4r►cl�es I SPECIF.IC'ATIONS t Parts Materials ti 2 Body C.1- ASTM-A-126 CB*. Steel ASTM 216 WCB Wings Bronze*, Steel ASTM 216 WCB, ST. ST. 316 Shaft ST. ST. 304*, 316 Spring ST- ST.302*, 316, 17-7PH a o Elastorner Nitrile Rubbcr 5 3 e *Standard Materials 4 DIMENSIONS & WEIGHTS Size Class A B C R Woof B Inch Lbs, 2" ASA 150 3 u4 15/8 231a 1 us 7 3" ASA150 5ua girt 4.00 11j2 9 PAP.Ts .LIST 4" ASA150 63i8 211 n s 4, 21Y8 18 No. Pgrts 6" ASA150 81/2 3,00 6sls 31/8 27 1. Body and Scal S" ASA150 10ii,, 31t2 85/a 41ja 41 2. wing 3. Hinge Pin 10" ASA150 13.00 4112 10716 5,00 70 4. Springs 12" ASA150 151/8 41/2 12718 61/8 96 5. Stop pin 6. Body lug bearings 14" ASA150 171rz 1 5.00 1 14,,e 7.00 150 - $vdy wing bearings - Plugs (Manufactured to match ASA Flanges) Dimensions in inches ------------ 111mn1v LhLjUUGllluG VALVES PRESSURE-Loss CHART FoR SW-51 CHECK VALVE'"' ." 14 2• 2 a 4, 10' W 14, 7 --I I/ �-—9 4 3 1.4 Ri o,T 0,5 oA 0.3 11.2 10 15 20 30 40 60 i0o 200 460 600 1000 2000 4000 6000 10000 20000 40aoo Usgpm APPLICATIONS,'C ONS; Pulp Lines • Cooling Towers Water Controls • Ventilating Systems Sea Water Distilling Systems • By Pass Lines Sea Water Evaporators + Refrigeration Systems Level Controls - Boiler Water Feeds Filtering Lines • Condensers Brine • Food Slurry Lines Process Control amiad Water System Technologies` 2220 Celsius Ave. - Oxnard, CA 93030 Toll free- (800) 969-4055 (805) 988-3323 Fax free_ (800) 776-3458 • (805) 988-3313 ':Wwvv,amiadusa.com z ,J+ welding fittings and flanges marking features > control number grade of material manufacturer's trade mark wall thickness designation nominal pipe size (NPS) The markings on ITT Grinnell Weld Fittings conform to ASTM and MSS-SP•25 specifications. In addition to the regular markings, ITT Grinnell Weld Fittings are stamped with a control number to permit iden- tification of the chemical and physical properties should the need arise. returns stub ends i I Returns have the same physical properties as elbows, ITT Grinnell lap joint stub ends are formed from a including true circular section at all points, and wall single piece of seamless pipe in such a manner that thickness so uniform, they can be cut at any angle the lap is as strong, and has a metal structure as uni- and still have true alignment with matching pipe. form, as the rest of the fitting. The basic minimum lap Returns may be purchased with either a short, long thickness is equal to the nominal pipe wall thickness. -r extra long radius. wff-2 i ` (0 fecztures tees caps INNI� In ITT Grinnell tees,the corners where the outlet joins Welding caps are formed from steel plate.They are the run are well rounded and smooth to minimize ellipsoidal in shape with the minor axis beinq equal resistance to flow and to prevent trapping. The extru- to half the major axis.Caps conform to ASME Boiler sion process used to form the outlet results.in extra and Pressure Vessel Code requirements.. thickness at the crotcla. This increases strength where highest stress occurs, reducers laterals I Reducers, concent:-ic or aczentr:c, have smaller end ITT Grinnell offers two types of laterals. The inherent tangents that are uil '-c_ed :other than taper bored. design of all laterals causes them to be rated at This produces a uruior-n ,vc;l thickness throughout 40°a of the bursting strength of the pipe from which the small tangent Whiie assu::nq oeriect alignment they are made. Where full allowable pipe pressure with adjoining pipe. ::a bur;irq strength of these must be met a second type of lateral can be fumished r fittings is equal to ar ,::acter ,hcn the calculated from heavier pipe with ends machined to match bursting strength of -:tithing seamless pipe. adjoining pipe dimensions. w-ff-3 lap joint, fig. 19 class ISO01 _ socket type, fig, I968 - x -- 0-Y v, -- - B-- - a► a� i _ � y I - -- J Ir'r-' Slip-on. 522 fig. 1921 blind, fig. 1961 x A 0 ( 0 16 diameter of bore mini diam.of I weight(approx.) lb welding I mum hub at depth depth i nominal lap slip-on, neck, I thread point.af o1 of P pipe joint socket socket length welding 'radius socket socket welding and on Ilap size B W j♦ I T+ H v r Z neck I threaded t joint blindFsocket \� i'i 90 .88 .62 :B 84 'a v 39 / d 2 2 2 1.11 1.09 .82 sB 1.05 1 7i l 2 2 l 1.38 1.36 1.05 a 1.32 il� 2 2 2 2 2 I/ 1 212 2 2 2 2 4 1.72 1.70 1 1.38 131-a 1.66 ?' i' �• 2L2 3 3 l%2 1.97 1.95 1.61 / 1.90 't 516 Ia 3 3 '- 2.46 2.44 2.07 'a die 4 3 3 3 3 l 2.38 ?fie lije % 6 5 5 4 5 2.97 2.94 2.47 lie 2.88 3 3.60 3.57 1a 13 %i !0 7 7 7 7 3i2 4.10 4.07 3.55 l�a 4.00 % r e q Ilia 8 X 1 9 8 a 12 11 11 13 11 4 4.60 4.57 4.03 1?(e 4.50 >ja Ji � 5 5.69 5.65 5.05 1:ia 5.56 'e 'e 15 13 13 17 13 e 1�a / 19 15 r 6 6.75 6.72 6.07 lira 6.63 i liid lie 24 15 20 15 19 19 26 19 8 8.75 8.72 7.98 1"a 8.63 !2 1!/y sB 39 10 10.92 10.88 10.02 lli 30 30 45 30 le 10.75 / l;Sa ?a 52 43 43 12 11.92 12.88 12.00 -16 12.75 i2 1916 d 80 70 43 si 64 64 110 69 14 14.18 14.14 13.25 21/4 14.00. . 12 1;B 1, ;B 120 85 99 131 16 1619 1616 15.25 2'z Moo1; "i „ 1 e 1e 127 85 18 18.20 18.18 17.25 211ia 18.00 2 llsid 1;B 140 93 128 170 93 120 146 209 120 20 20.25 20.20 19.25 2 22 2,B 2.00 2%B 111a 170 155 185 272 155 2 . . 5 22.22 21-25 3!a 22.00 I; 04 2% 224 159 245 24.25 ^-4.^_5 23.25 31 24.00 17 2,126 �, 311 185 '� lie 260 210 260 411 210 26 ..... 26.25 6.00 300 ' 0 250 525 9 29.25 as 8.0 ___.. 30 s 315 285 620 ..... 30°5 Pea- 30.00 32 _. I lied 360 315 720 32.25 by 32.00 34 435 395 34.25 pur- 34.00 _ 465 870 3S 36.25 chaser 36.00 990 42 42.25 520 480 5 42.00 I 1125 750 680 1625 wff-63 E��7e lbow long radius manufacture 'Carbon steel elbows in grade WPB available from stock. NPS 36 and smaller furnished seamless unless otherwise specified. Over NPS 36 furnished manufactured from seamwelded pipe with welds 100% radiographed in accordance with ASTM I A 234. Elbows also manufactured to the following specifications: -ASTM A 234 WPC. WP-11.and`NP-22 -ASTM A 420 WPL-"o(low temperature service) -MSS-SP 75 Y-42 through Y 65(high strength) -ASME SA 234 and SA 420 seamless and;or welded construction 'l fittinas for nuclear and non-nuclear application -Other material grades available on special application Elbows furnished to ANSI standards (see page wff-57) unless other. wise specified. Odd degree elbows available on order. Dimensicns; All dimensions in inches and are in accordance with ANSI B 16.9.For dimensional tolerances see page wff-57. / pressure-temperature rating: Identical with those of seamless pipe of same size. thickness, and material grade. Q footnotes: •Pipe schedule numbers in accordance with APISI B36.10. For other thicknesses seepages wif-40 and 41. F*-A ♦This size and thickness does not correspond with any schedule number. nominal outside inside I wall center to pipe weight pipe diameter diameter thickness I lace schedule (approx) size O.D. LD. I T q number• I lb standard: fig. 1701 i .640 .622 .109 1 r 40 2 i 1.050 .824 .113 1;e 40 2 `-- 1 1.315 1.049 .133 I t 40 4 1i4 L 1.660 1.380 .140 1 7e 40 ,g lit 1. 1. .1 21; 40 .9 2 2.375 375 2.067 067 .154 54 3 40 1.5 z 2.875 2.469 .203 3'; 40 3.0 3 3.500 3.068 .216 41 i 40 4.7 3! i 4. 00 3.548 26 .226 5!•� 40 6.7 4 4.500 4.026 .237 6 40 8.7 6 5 . 5.0 .258 7t i to 16.0 6 .625 25 6.0 65 .280 9 40 22.8 8 8.625 7.981 .322 12 40 44.9 10 10.750 10.020 .365 15 40 84.0 12 12.750 12.000 .375 18 ♦ 122.D 14 14.000 13.250 .375 21 30 157 16 16.000 15250 .375 24 30 208 18 18,000 17.250 .375 27 ♦ 256 20 20.000 19.250 371 30 20 2 22 22.000 21.250 .375 33 3 ♦ 385 ''-4 24.000 23.250 .375 36 20 500 26 26.000 25.=50 .375 39 ♦ 602 28 28.000 27,250 .375 30 30.000 200 25 42 626 - .375 45 ♦ 775 32 32.000 31°5u .375 ------- 48 ♦ 818 34 34.000 33-250 .375 51 ♦ 926 36 36.000 35.1-50 .375 54 ♦ 1040 42 42.000 I 41-250 .375-- -- --- ---- - fi3 ♦ 1420 wff--� 48 48.000 47.250 .375 72 ♦ 2950 REC 0 0-RECUESTOE ADA COOTY RECORDER PJ�1 J.01':V10 NAVARRO FEE OEPUT __ PRESSURE IRRIGATION.EASEMENT 6a •� f 101097937 THIS INDENTURE, made this_ day of(S a oo�OPI, t en Primeland Development Company, LLP , the parties of the first part, and hereinafter called the Grantors, and the Bridgetower Homeowner's Association, the party of the second part, and hereinafter called the Grantee; WITNESSETH: WHEREAS, the Grantors desire to provide a pressure irrigation easement across the premises and property hereinafter particularly bounded and described; and WHEREAS, the pressure irrigation easement is to be provided for through underground pipelines to be constructed by others; and WHEREAS, it will be necessary to maintain and service said pipelines from time to time by the Grantee; NOW, THEREFORE, in consideration of the benefits to be received by the Grantors, and other good and valuable consideration, the Grantors do hereby give, grant and convey unto the Grantee the right-of-way for an easement for the operation and maintenance of a pressure irrigation pipe line over and across the following described property: (SEE ATTACHED "EXHIBITS A and B") The easement hereby granted is for the purpose of construction and operation of a pressure irriagtion pipe line and their allied facilities, together with their maintenance, repair and replacement at the convenience of the Grantee, with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD, the said easement and right-of-way unto the said Grantee, it's successors and assigns forever. IT IS EXPRESSLY UNDERSTOOD AND AGREED, by and between the parties hereto, that the Grantee, in making future repairs, will expediently replace and restore the premises to a condition comparable to that existent prior to undertaking such repairs and replacement. However, the Grantee will not be responsible for repairing, replacing or restoring any permanent structures, large trees or brush placed within the area described in this easement. THE GRANTORS hereby covenant and agree that they will not place or allow to be placed any permanent structures, large trees or brush within the area described for this easement, which would interfere with the use of said easement, for the purposes stated herein. THE GRANTORS do hereby covenant with the Grantee that they are lawfully seized and possessed of the aforementioned and described tract of land, and that they have a good and lawful right to convey said easement, and that they will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. 0601-Pressure Irrigation Easement.doc IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their signatures the day and year first herein above written. anaging Member STATE OF IDAHO ) County of Ada ) On this day of�, 2001, before e, the undersigned, a Notary Public in and for said State, personally appeared ,� ,�t - , known or identified to me to be the Managing Member of the Primeland Development Co. Limited Liability Partnership that executed the instrument or the person who executed the instrument on behalf of said Limited Liability Partnership, and acknowledged to me that such Limited Liability Partnership executed the same. IN WITNESS WHEREOF, I have hereunto set my hand d affixed my official seal t day and year in this certificate first above written. No ary Pub Idaho Residing at:; My Commission Expires 0 6 .r wad:_ _ j ;� =• 0601-Pressure Irrigation Easement.doc EXHIBIT "A" •.� LEGAL DESCRIPTION FOR PRESSURE IRRIGATION EASEMENT BRIDGETOWER SUBDIVISION September 10, 2001 An easement located in the South '/2 of Section 35, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at the southeast corner of the SW '/4 (South '/4 corner) of Section 35, Township 4 North, Range 1 West, Boise Meridian; Thence N 0°26'55" E 255.75 feet along the east line of the SW '/4 to a point on the northerly right- of-way of Fivemile Creek, the REAL POINT OF BEGINNING of this description; Thence along the northerly right-of-way of Fivemile Creek; N 62008'33" W 115.98 feet to the southwest corner of proposed Bridgetower Subdivision No. 1; Thence N 28°00'00" E 10.00 feet along the easterly boundary said of Bridgetower Subdivision No. 1 to a point; Thence S 62008'33" E 429.13 feet to a point; Thence S 89014'22" E 1152.37 feet to a point; Thence N 0°26'55" E 185.86 feet to a point; Thence S 89°33'05" E 17.32 feet to a point; Thence S 74'06'39" E 33.90 feet to a point; Thence S 0'26'55" W 202.11 feet to a point; Thence N 89014'22" W 1175.60 feet to a point on the northerly right-of-way of Fivemile Creek.- Thence N 62008'33" W 348.52 feet along said northerly right-of-way to the REAL POINT OF BEGINNING of this description. p�lP►L T NDs Michael E. Marks, PLS 4998 1 0 8 � q�D �+'�8L E V►P 0601Tressure Irrig.eas.des EXHIBIT 1) B " N. - - -r- - - - - - - - - - - - - I � I PROPOSED RRIDCETOWER I l SURDI�ISION NO.. 1 SE 114 SW 114 SW 114 SE 1/4 I FUTURE RRIDCETOWER PHASE I PRESSURE IRRIGATION EASEMENT I rrrccc -7 7777rrrccc��»�s r 114 CORNER USTICK ROAD GRANTOR: PRIMELAND DEVELOPMENT CO. LLP 1111 S. ORCHARD BOISE, IDAHO 83705 REVISION PRESSURE IRRIGATION EASEMENT AT BRIGGS ENGINEERING, INC. PROPOSED BRIDGETOWER SUBDIVISION SHEET IN THE SOUTH 1/2, SECTION 35, T.4 N., R.1 W., B.M. $ IS G S 1 of 1 MERIDIAN, ADA COUNTY, IDAHO (208)344-9700 0601PIRR DESIGN I DRAFT I SCALE DATE DWG.NO. 1800 W. OVERLAND ROAD MEM N.T.S. 09/11/01 0601 eOISE, IDAHO 83705