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Sundance Subdivision PP (2)+ti OFFICIALS WILLIAM G. BERG, JR., Clty Clerk JANICE L. GASS, City Treasurer GARY D. SMITH, P.E. City Engineer BRUCE D. STUART, Water Works Supt. JOHN T. SHAWCROFT, Waste Water Supt. KENNY W. BOWERS, Fire Chief W.L. "BILL" GORDON, Police Chief WAYNE G. CROOKSTON, JR., Attorney • HUB OF TREASURE VALLEY • A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 Phone (208) 888-4433 • FAX (208) 887-4813 Public Works/Building Department (208) 887-2211 GRANT P. KINGSFORD Mayor COUNCIL MEMBERS RONALD R. TOLSMA MAXYERRINGTON ROBERT D. CORRIE WALT W. MORROW SHARI STILES Planner b Zoning Administrator --~ ~, ~ ..Y.,„_ JIM JOHNSON ~~~ ~ C~~ iI airman • Planning 6 Zoning NAMPA ~ MERIT' ,~N !~FiIGATION DISTRICT TRANSMITTAL 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 Councils please submit your comments and recommendations to Meridian City Hall, Attn: Will Berg, City Clerk by: October 11, 1994 TRANSMITTAL DATE: 9/26/94 HEARING DATE: 10/18/94 REQUEST: Preliminary Plat for Sundance Subdivision BY: _ G.L. Voigt LOCATION OF PROPERTY OR PROJECT: South of Overland Road and East of Locust Grove Road JIM JOHNSON, P/Z MERIDIAN SCHOOL DISTRICT MOE ALIDJANI, P2 MERIDIAN POST OFFICE(PRELIM 8 FINAL PL/~. ,~ ~;_,~ JIM SHEARER, P/Z ~~ ADA COUNTY HIGHWAY DISTRICT ~~11~~ CHARLES ROUNTREE, P/Z ADA PLANNING ASSOCIATION TIM HEPPER, P/Z CENTRAL DISTRICT HEALTH ~ ~ T ~ ~ ~~~~ GRANT KINGSFORD, MAYOR NAMPA MERIDIAN IRRIGATION DISTRICT RONALD TOLSMA, C/C SETTLERS IRRIGATION DISTRICT ~l - .. ~ •' ~~-°-•~ " `'' BOB CORRIE, C/C IDAHO POWER CO.(PRELIM 8~ FINAL PLAT) WALT MORROW, C/C U.S. WEST(PRELIM & FINAL PLAT) MAX YERRINGTON, C/C INTERMOUNTAIN GAS(PRELIM 8 FINAL PLAT) WATER DEPARTMENT BUREAU OF RECLAMATION(PRELIM 8 FINAL PLAT) SEWER DEPARTMENT CITY FILES BUILDING DEPARTMENT OTHER: FIRE DEPARTMENT YOUR CONCISE REMARKS:Nampa & Meridian Irrigation POLICE DEPARTMENT District's Hunter Lateral courses along the west CITY ATTORNEY boundary of the project . The right-of-way of the Hunter CITY ENGINEER Lateral is 40 feet: 20 feet from the cent r CITY PLANNER See a o o e - 08--RIGHTS-OF-WAY NOT SUBJECT TO ADVE1T51* POSSESSION. The developer must contact John Anderson or Bill Henson at 466- or - or approva be ore any encroachment or change of right-of-way ' occurs. I ismstrict requires that a Land Use Change/Site Development application be file f o ~iew pr or to final platting. Contact Donna Moore at 343-1884 or 466-7861 for further information. All laterals and waste ways must be protected Mtnici~l surface drainage must be retained on site. If any surface drainage leaves rhP Gire~ Nampa & Meridian Irrigation Dis trict must review drainage plans. Tr is rarnmman.iorl that it igation water be made available to all developments within this District. Bill Henson, Assistant Water Superintendent Nampa & Meridian Irrigation District • HUB bF TREASURE VALLEY OFFICIALS COUNCIL MEMBERS A Good Plate t0 LIVC WILLIAM G.BERG,JR.,CItyClerk JANICE L. GASS, City Treasurer CITY ®F MERIDIAN RONALD R. TOLSMA MAXYERRINGTON ROBERT D. CORRIE GARY D. SMITH, P.E. City Engineer WALT W. MORROW BRUCE D. STUART, Water Worka Supt. JOHN T. SHAWCROFT, waste water supt. 33 EAST IDAHO SHARI STILES KENNY W. BOWERS, Flre Chlef " " MERIDIAN, IDAHO 83642 Planner s Zoning Administrator GORDON, Pollee Chlef W.L. BILL JIM JOHNSON WAYNE G. CROOKSTON, JR., Attorney Phone (208) 888.4433 • FAX (208) 887.4813 Chairman • Planning 8 Zoning Public Works/Building Department (208) 887-2211 GRANT P. KINGSFORD Mayor TRANSMITTAL 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: October 11, 1994 TRANSMITTAL DATE: 9/26/94 HEARING DATE: 10/18/94 REQUEST: Preliminary Plat for Sundance Subdivision BY: G.L. Voi4t LOCATION OF PROPERTY OR PROJECT: South of Overland Road and East of Locust Grove Road JIM JOHNSON, P/Z MOE ALIDJANI, P2 JIM SHEARER, P/Z CHARLES ROUNTREE, P/Z TIM HEPPER, P/Z GRANT KINGSFORD, MAYOR RONALD TOLSMA, C/C BOB CORRIE, C/C WALT MORROW, C/C MAX YERRINGTON, C/C WATER DEPARTMENT SEWER DEPARTMENT BUILDING DEPARTMENT FIRE DEPARTMENT POLICE DEPARTMENT CITY ATTORNEY CITY ENGINEER CITY PLANNER MERIDIAN SCHOOL DISTRICT MERIDIAN POST OFFICE(PRELIM 8 FINAL PLAT) ADA COUNTY HIGHWAY DISTRICT ADA PLANNING ASSOCIATION CENTRAL DISTRICT HEALTH NAMPA MERIDIAN IRRIGATION DISTRICT SETTLERS IRRIGATION DISTRICT IDAHO POWER CO.(PRELIM 8t FINAL PLAT) U.S. WEST(PRELIM & FINAL PLAT) INTERMOUNTAIN GAS(PRELIM 8 FINAL PLAT) BUREAU OF RECLAMATION(PRELIM 8t FINAL PLAT) CITY FILES OTHER: YOUR CONCISE REMARKS: IVED 1994 CITY OF I~~RI,~DAI;+I • • fiEG~UEST FUR SUBDIVISION APPRuVAL _ PRELIMINARY PLAT AND/UR FINAL PLAT PLANNING AND ZpNING CGMMISSIOTI TIME TABLE FOR SUBMI~SIOtt: A -request far prelirnir,ary plat approval must be in the City Clerks possessian no later than three days following the regular meeting of the Planning ar,d Zor,lr,g Commission. The Planning acid Zar,ing Camrnissiari will hear the request at the monthly meeting following the month the -request was made. Alter a proposal enters the process it may be acted upon at subsequent monthly meetings provided the necessary procedures and dacumer~tation ar'e -received before 5:~-~D i'. M. , Thursday fallowing the Plar,r,ing ar,d Zoning Commission action. GENEkAL INFGRMATIGN 1. Name of Anne:~tation and Subdivision. SUNDANCE SUBDIVISION 2. General Location, Nw 1 /4 SFC'-TTON 20R T 3N R 1E BM, ADA COUNTY 3. Owners of record, ATTACHED Address, ,Zip Telephone ~. Applicant, G. r.. VOIGT Address, 1900 `E. JENNIE LEE, IDAHO FALLS, 5 . Engineer , DEAN BRIGGS IDAHO 83403 Firm BRIGGS ENGINEERING Address 1111 S. ORCHARD ~ STE 600 8OIS~, ID ~, Zi"pTelephone 344-9700 6. Name and address to -receive City billings: Name G_T._ VOTG'P IDAHO FALLS ID 83403 Address 1900: E. JENNIE LEE, Telephone r ~nst- ~~a tinn _ p PRELIMINARY PLAT CHEC}iLIST: Subdivision Features 1. Acres 97.02 2. -Number of lots 291 RESIDENTIAL, 27 COMMON AREA, 1 SCHOOL/PARK 3. Lots per acre 3.28 4. Density per acre 2.99 n [n1F:i,T,rNG UNITS/ACRE 5. Zoning Classification(s) • E.. If the praposed subdivision is outside the Meridian City Limits but within the jurisdiction 1 mile, what is the - existing Zoning classification N~A ~., Does the plat border a potential green belt NO 8. Have recreational easements been provided for NO 9. Are there proposed recreational amenities to the City YES Explain SCHOOL/PARK LOT ( 4 ACRES ) 10. Are there proposed dedications of common areas? YE.S E:t p 1 a i n 4 ACRE SITE TO BE DIDICATID TO MERIDIAN S(~iOOL DISTRICT'. For future parks? UNKNOWN Explain 11. Wt,at school t s ) service the area MARY MCPHERSON , do you propose any agreements for future school sites YES , Ex p 1 a i n 4 ACRE SITE ( PARTIAL F'~'.ARY SCHOOL SITE ) 12. Other proposed amenities to the City Ca~TRAL Water Supply) CENTRAL SEWER Fire Department HYDRANrrS , Uther Explain EXTENSION OF THE FIVE-MILE CREEK INTERCEPTOR SOUTH At~OSS I-84 TO OVERLAND. l:s. Type ut Building (Residential, Commercial, Industrial or combination) RESIDENTIAL 1~3. Type of Dwelling(s) Single Family, Duplexes, Multiplexes. other_~~_F_~aMTr.v r~W~, r.T.TNrc~ 15. Propased Development features: a. Minimum square footage of lot t s) , 8000 b. Minimum square footage of structure(s) 1400 c. Are garages provides for, YES square footage 400 d. Are other coverings provided for NO e. Landscaping has been provided for ~_, Describe PARKWAY LANDSCAPING & COMMON AREAS (2) • • f. Trees will be provided for YES Trees will be maintained SUNDANCE HOME OWNER' S ASSOCIATION g. Sprinkler systems are provided for YES h. Are there multiple units NO Type remarks i. Are there special set back requirements NO Explain j. Has off street parking been provided for YFrS ,Explain STNC~I',F. FAMTT.Y DWELTNGS WITH WYTH TWO-CAR GARAGE k. Value range of property N/A 1. Type of financing for development N/A m. Protective covenants were submitted NO , Date COVELVANTS WILL BE SUBMITTED WITH FINAL le. Does the proposal land lock other property NO PLAT. Does it create Enclaves NO STATEMENTS OF COMPLIANCE: 1. Streets, cu-r~bs, gutters and sidewalks are to be constructed to standards as required by Ada County Highway District and Meridian Ordinance. Uimerisions will be dete-rmiried by the City Engineer. All sidewalks will be five (5) feet in width. '. Proposed use is in conformance wrtti the City of Merridian Camprehensive Plan. 3. ~. 5. S. Uevelapmer,t will cor,r,ect to City services. Uevelapmer,t will comply witr, City Or~dir,ances. P•r~eliminary Plat will include all appropriate easements. Street names must nat conflict witri City grid system. +3) • SUNDANCE SUBDIVISION Statement of Compliance 1. All proposed streets will be dedicated and constructed to Ada County Highway District standards. Curb, gutter and 5 foot sidewalks will be constructed on all streets in compliance with Ada County Highway District and City of Meridian standards. 2. This preliminary plat is in compliance with the Meridian Comprehensive Plan. The Comprehensive Plan Map designates this area for single family residential development. 3. The Subdivision will be serviced by central water. An existing 12 inch water main is located west of the subject parcel in Overland Road. Central sewer will be provided by an extension of the Five Mile Creek interceptor across Interstate 84, south to Overland Road. 4. The proposed density of the Subdivision is 2.99 dwelling units per acre which is in compliance with the R-4 zone density requirements. All dwelling .units will be single family homes with a minimum square footage of 1400. All lots meet or exceed the required 8,000 square foot minimum lot size for the R-4 zone. All applicable setbacks of the R-4 zone will be adhered. The proposed lots meet the 80 foot frontage requirement with the exception of lots which front on cul-de-sacs, lots on 90 degree corners and lots which are located on a substantial curve. The lots which are on a curve require,a flared lot line in order to avoid an excessively large lot. These lots are deeper than the average lot and do have an 80 foot width at the 20 foot front setback line. 5. All easements of record are delineated on the preliminary plat. 6. The proposed street names will comply with the City grid system. 7. The preliminary plat is a revision of the previously approved Sundance Subdivision. The Meridian City Council approved the concept plan and denied the variance for 70 foot lot frontages. The Council's instructions based on the findings of fact and conclusions of law instructed the applicant to revise the preliminary plat to meet the standards for the R-4 zone as outlined in the Meridian Zoning Ordinance. We believe the revised preliminary plat meets or exceeds the minimum standards. 940815 ! • A pre-application conference with Meridian City planning and engineering staff was completed. The revised preliminary plat reflects their comments and recommended changes. The client's representative met with Ada County Highway District on three occasions to obtain input and guidance. The Highway District had positive comments concerning the redesign. The client's representative also met with Dan Mabe of Meridian School District to review the redesign. The Meridian School District was agreeable to the redesign. The applicant believes the revised plan maintains the critical features approved in the original concept. These features include the north and south collector to provide adequate traffic circulation, the 4 acre school/park site at that southeast corner, the necessary stub streets and the parkway feature with landscaping adjoining both sides of the collector. The applicant respectfully requests the Meridian City Council vote to approve the revised preliminary plat. 940815 1.~J DESCRIPTION FOR SUNDANC~ SUBDIVISION September 23, 1994 L~ Part of the Northwest quarter of Section' 20, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: BEGINNING at the quarter section corner between Sections 17 and 20, Township 3 North, Range 1 East, Boise Meridian, The Real Point of Beginning; thence S 0°14' E 2645.6 feet to the center of said Section 20; thence S 89°18' W 944.0 feet to the center of a lateral; thence traversing along the center'of said lateral; Thence N 39°33' W 232.0 feet to a point;', Thence N 12°44' W 626.0 feet to a point; Thence N 54°38' W 570.0 feet to a point; Thence N 14°06' W 202.0 feet to a point; ~, Thence N 21 °36' W 48.0 feet to a point; Thence N 11 °50' W 150.0 feet to a point; Thence N 8° 16' W 150.0 feet to a point; Thence N 5°06' W 150.0 feet to a point; Thence N 13°02' W 150.0 feet to a point; Thence N 19°55' W 450.0 feet to a point; Thence N 16°24' W 122.0 feet to a point; 940815 Thence N 8°48' W 150.63 (formerly 150.0') feet to a point on the North boundary of said Section 20; Thence N 89°31' E 2060.90 (formerly 2062.0') feet to the Real Point of Beginning, containing 96.9 acres, more or less. 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[J $ ~m $ "ice : iw ~ ~N Z ¢ $ 1J RR r .~ a W a $ ~ tai rN C.U grA ~rU ~r r r r •x rN m r~ a .M m «' ra. a a 6'p L q~ ~ J ~ h m $ r sr N'0 rw +.•-'~-e1 e^r nr q °i $ ;+43 aU ¢ VN 9 ~~ 4~O ~O$ pN Nw p+4 ~U; ym~ EJY ;mtl j~~ ;O" :~ 4 1 EN G ~U ~ '~ : $ }nom q • r r+ aP g G L~ E' ! ~'. aY ! ! b ar aK •ali '~R _ >E g c awro yew - ~ s esarlw [ ~r '.. ~7osY,s' c brtr n» ¢ c oaou~eo tort '', ', ~$e~ g$t$~~I ~ ~ i PRCLIMINARY PLAT OF ttMM OIt/t?JINO•N6 '~ =d~~ SUNDANCE SUBDIVISION ~~~ e loos ^~ a roRttoR or xw t/s secnoN za. to ~n« m s ,. ~r•R.,7L a.x. o ,,,, a ~. . ear r.xa ors ! €€ m p6N:N~ P1~GT' n~ P1ECR rrrt $CaLE~ pRt~. tone pR~w1NG NO.'. '~ BIB\WJS fBLb ®/d 1'. tOC elPf. ltta yaptf}fIE ~. Provide a stun street to the west property line from War Hawk street, located 107-feet south of the southeast corner of Rim View Subdivision. Coordinate with District staff. Provide a deposit to the Public Rights-Of-Way Trust Fund for $1,500 (half of the cost to cross the Hunter Lateral). 8. Provide a stub street to the west property line at Helena Street. Provide a deposit to the Public Rights-Of-Way Trust Fund for $1,500 (half of the cost to cross the Hunter Lateral). 9. Provide a stub streets to the east boundary line at Chicksaw Street and Shelby Street. STANDARD REQUIREMENTS• 1. Street and drainage improvements required in the public right- of-way shall be designed and constructed in conformance with District standards and policies. 2. Dedicated streets and drainage systems shall be designed and constructed in conformance with District standards and poli- cies. 3. Specifications, land surveys, reports, plats, drawings, plans, design information and calculations presented to ACHD shall be sealed, signed and dated by a Registered Professional Engineer or Professional Land Surveyor, in compliance with Idaho Code, Section 54-1215. 4. Provide written approval from the appropriate irriga- tion/drainage district authorizing storm runoff into their system. 5. Locate obstructions (utility facilities, irrigation and drain- age appurtenances, etc.) outside of the proposed street im- provements. Authorization for relocations shall be obtained from the appropriate entity. 6. Continue existing irrigation and drainage systems across par- cel. 7. Submit three sets of street construction plans to the District for review and appropriate action. 8. Submit site drainage plans and calculations for review and appropriate action by ACHD. The proposed drainage system shall conform to the requirements of Meridian and shall retain all storm water on-site. Public street drainage facilities shall be located in the public right-of-way or in a drainage easement set aside specif- ... ,. .. ~£~-ec~im. L~R~.''~-'~__y~"YQ"r~~.,sf;~[t',+~sE:bL_~.Ii--~,'r~t~ .< ~ .:. ..._ ,... ... _ ...... ... :1 a Cc xunaavi~•anw , ._ ~ 1 MERIDIAN ~:`'~ °`' ' '~'-''~ i QUA p~,NNINd ^~. Hai 10 ~9a I I N /7 zo h .`~' V 2 / 3 ~t~ r. \ fC ~ (C~~ -:-~ .~ _. _. _ ~ Jam. J 2- 6~ uuDdR ,~~ r • l a ., • + a z n • to • • 7 • a + a tt a v ~ z t. o . w to n u to • ••a~~ is t O ~ tt z az t • 7 • e s a z • s to t• • al /0 a 11 /= z 1 fa t• t• 7 7 11 17 ~ • • ~ ao 0 • a s e is +s ~ ' ~' • e ~ so • e to 7 • a z s e u ~ u • ~ :• ° ~ t• ~ :o ~ tt 7 • to n n 16 • . • ~ ~„ tz z7 • ~ rt~ om t a a to ' m j 16 to ,, to t• 2{ 7 t0 tt • • t 19 w .t /J t• ~ II 2 /• • az t• t• 1t 20 ,'^ 20 m t• t• a~a ~t Y •,.r •'~' ~ s• za zs zt n w e • • a z i u ' t a~"".e~ •!s ° • to tt to u z z tz tc • tz n ~~ a t• a z s tLr wet •esr a tl to • 7 1 z a • e e ~ ~e ` 4 4 2 10 1• t1 /7 t• tl f0 • • \• • U I ° s 16 t• e t• ..,. .t... s. 17 • s 2 3 av nntt 7 ~ ze tarty 2O =• 2a 12 zt z o to t • e zs zO a7 zs z• ao al ARDLAIS DR. ~ • 27 z• z• az ao at o.n..r .r >z „ „ s7 ~ ~ 4 g g ~ 1z u~ 11 a is n t• ° a• ~• •t as Z/ :. u zz •z +a .. i}Ie.I n ~ :s ~, a ~a.tt .° RI a .~ s ° ~ a ' z 7 v t• a • a • • 7 a e se a .~ ..~.. s • t7 s t • ~.attat art • aw tat a aan 7 ~ B ` • to z a • e e • to ~ to • 11 u to 7 e • w n t LETTER bF BRIGGS ENGINEERING, Inc. 1111 So. Orchard St., Suite 600 Boise, Idaho 83705 PHONE: (208) 345-2881 FAX N0: (208) 345-2950 i ~ ,~~i~ ATTN ~! {z-~»c--~ ~/ C~WE .ARE SENDING YOU ^ WE ARE RETURNING ^ ENCLOSED ^ UNDER SEPARATE COVER VIA ^ FEDERAL EXPRESS COURIER COPIES DATED ID N0. DESCRIPTION I ~ ~ ! ~ ~ ~ ~ c...,.c.~, ~ '~'" a--~•.. THESE ARE TRANSMITTED TRANSMITTAL DATE ~ ~ ID N0._ ~7 ~ ~~°~ JOB NAME <=~~~ ~~'°""'"~' C ~"~ JOB ADDRESS CITY, STATE ^ SHOP ORAN9NGS ^ CHANGE ORDER ^ COPY OF LETTER ^ PLANS ^ OR/GINALS ^ F/NAL PLAT ^ SPEC/F/CA 170NS OTHER AS CHECKED BELOW ^ FOR APPROVAL ^ APPROI~£D AS SUBMITTED R YOUR /NFORMA710N ^ APRROl~O AS NOTED ~ AS REQUESTED ^ RETURNED FOR CORRECAONS ^ FOR REU/EW AND COMMENT ^ PRICE ^ FOR BIOS DUE REMARKS ^ RESUBMIT COP/ES FOR APPROVAL ^ SUBM/T COPIES FOR D/STR/BUIJON ^ RETURN CORRECTED PRINTS COPY TO SIGNED ~ ~ • PROPERTY OWNERS WITHIN 300' OF PROPOSED 97.02 ACRE ANNEXATION Junior Ownby George & Lenora Cushing Donald Jr. & Dawn Couch Clyde & Judith Wheeler Grover & Allene Foster Grada Christensen Alan Hess Kenneth & Connie Coulter Norma Gale James Griffin The Playground, Inc. Mary Moon Marvin & Blaine May Curtis & Kim Peck Ronald & Jamie Thomas Dorothy Wurst Stanley & Regina Welsh Leland & Joe Patrick Charles & Linda Steinbroner Lee & Patricia Welch HC 33, Box 1470, Boise, 83706 2230 S. Locust Grove, Meridian 83642 2280 S. Locust Grove, Meridian 83642 2310 S. Locust Grove, Meridian 83642 2360 S. Locust Grove, Meridian 83642 2624 Ballantyne Road, Eagle 83616 2390 S. Locust Grove, Meridian 83642 P.O. Box 231, McCall, 83638 2785 E. Overland Road, Meridian, 83642 705 N. 9th Street, Boise, 83702 4098 N. Jullian Way, Boise, 83704 P.O. Box 801, McCall, 83638 P.O. Box 9039, Salem, OR., 97305 2400 E. Overland, Meridian, 83642 2600 E. Overland, Meridian, 83642 2700 E. Overland, Meridian, 83642 1866 Chazolais, Meridian, 83642 1770 Chazolais, Meridian, 83642 1738 Chazolais, Meridian, 83642 1931 Chazolais, Meridian, 83642 Page 1 of 2 Robert & Edith Downey Fred & Maureen Steinbroner Trustees Tommy & Debra Hislop Steven & Dianne Tomldnson George & Violet Deree Glenn & Pauline Todd • 1867 Charolais, Meridian, 83642 1835 Charolais, Meridian, 83642 1771 Charolais, Meridian, 83642 1739 Charolais, Meridian, 83642 1707 Charolais, Meridian, 83642 1675 Charolais, Meridian, 83642 Page 2 of 2 i ~ NOTICE OF HEARING NOTICE IS HEREBY GIVEN pursuant to the Ordinances of the City of Meridian and the Laws of the State of Idaho, that the City Council of the City of Meridian will hold a public hearing at the Meridian City Hall, 33 East Idaho Street, Meridian, Idaho, at the hour of 7:30 p.m., on October 18, 1994, for the purpose of reviewing and considering the Application of G.L. Voigt for a Preliminary Plat for approximately 97.02 acres of land located in the NW 1/4 of Section 20, T.3N, R.1E, Boise Meridian, Ada County, Idaho, and which property is generally located Soutth of Overland Road and East of Locust Grove Road. Applicant requests Preliminary Plat approval of the parcel of land above described for 291 single family dwelling lots for Sundance Subdivision. Amore particular legal description of the above property is on file in the City Clerk's office at Meridian City Hall, 33 East Idaho Street, and is available for inspection during regular business hours. A copy of the Application is available upon request. Any and all interested persons shall be heard at said public hearing and the public is welcome and invited to submit testimony. Dated this 26th day of September, 1994. WILLIAM G. 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RT c aNNwr nNNr E 01a%NNI NMp pp~$i~ ~ S PRELIMINARY PLAT OF RIMMRRRK. S SUNDANCE SUBDIVISION eeioos ~~ gQ . roa,rorv ci xw ,/<, sfc,ron zo. ,,... aw.m, ca...m .. swz wP mi ~~ m ~ ,.9~.,n. 6q. m ocsKV~ on.n: ~<otECk.. inu, scut o..TE: rn. o.~mac No.: ' ®[¢\m,. fElS @dA 1'. tUC EEPf., IWL NOl1D-PIC ~IR~i AMERICAN TI1Lf CD.'\ ',~,~'11Nt Q, e'` . ADA CCUIITY, I D. FOR _.. ~ ~ WA1t1tAN'rY D~~D~• DAVID NAVARRO _ ,~ RECORDER. BY~~~~~ • 6 F1010C "~'~ ~"~ ' 910EC 30 fl~ 1120 Ruth DeWaazd, a widow as her sole ard•separate prope='ty, M_reinafter referred bo as Grantor, does hereby grant, bargain, sell, and oorn-ey turbo N.L. Patel M.D., Im., Profit Sharing and Pension Plan, as bo a 50$ interest, Sanjay Flay M.D., Inc., Money Purchase Plan Trust, as to a 30$ intt~rest, and Itavitx]pr N. Gupta, M.D., Inc. PPOL•it Sharing Platl and TrUSt, aS to a 20$ interest t,r~*,rzi.+After referred to as Grantee, wlnse current address is 3020 Stone (ate Drive - Alaun, G1 9450~i t3:a following desc~'ibeci pranises, to-wit: That certain real properly more particularly described upon "i~tltibi~t A" el-ladyacl Iy3I'eL'O, wiiiclt said "Exhibit A" is by this reference iryoorporalod lyern-in tuYi made a part- hereof. TO HAt1E AND TO iIOLD Uya said pretttises, with tlyair appurtenances unto the said Grantee, his Heirs atyd assigns forever. Arai 11ye saki Grantor does hereby covenant to and with Uto said Gratyt:ee, ~l1rnL• Gmtrtor is Ilya owner in fee simple of said pretttises: iliac said prcauLses aie flee finu all etyR.uttbratyces except cairrent Years taxes, levies, and assesattetyls, anti except U. S. Patent reservations, y:eslrictiazs, easenents of r+ooord, atd eascattu:L•s visible upon the prettises, and that Grantor will warrant and defend Uya satin fran all claLtts whatsoever. Dated: Deoa»ber 23, 1991. ;,~'L!, Ru DeWaard STATI3 OF ILVt[p ss ~y OF' Ada /~ Qn 1111s,_~" - day of Deoe~~d~er, in 'L'he year 1991, before nro, a Notary Public in and far' said Staly3, personally appeared Ruth DeWaard, la~own or identified to rre to be ilia persais whose names are subscribed to ttte within Instrument, and adtryowlec'iged bo nra that they executed ttte smite. ~ '~p~~nnu,v~ ,: ~~~~` $ PJI I TF/ ~'i~~ Notary Public for Idaho ~!,~~~ ~,;•oQ000OOS•o~ '.,~ Residing 8t Boise, Idaho =~ o'~,` [\ R r °•p~ : Oomnissicn Expires: 7-25-93 c%8 d .° v °~° 7 0 .::~' = ~ ~ ... o v r''i ^'T pQ•OROYQQ•••Q~. ~~ First American Title Company of ,Idaho • FA-80802 Your No. DEWAARD/PAYEE, RAY & Gi]PTA SCHEDULE "A" . • ~ ~ . Part of the Northwest quarter of Section 20, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at the quarter section corner between Sections 17 and Z0, Township 3 North, Range 1 East, Boise Meridian; thence South 0°14' East 2,645.6 feet to the center of said Section 20; thence South 85°18' West 944.0 feet to the center of a lateral; thence traversing alor.5 the canter of said lateral North 39°33' West 232.0 feet to a point; thence North 12°44' West 626.0 feet to a point; thence North 5~°38' West 570.0 feet to a point; thence North 14°06' West 202.0 feet to a point; thence North 21°36' West 43.0 feet to a point; thence North 11°50' West-150.0 feet to a point; thence North 8°16' West 150.0 feet to a point; thence . North ~°06' West 150.0 feet to a point; thence North I3°02' West 150.O~feet to a point; thence North 1°O55' West 450.0 feet to a point; thence North 15°24' West 122.0 feet to a point; thence North S°48' West :.50.0 feet to a point on the North boundary of said Section 20; thence North 89°31' East 2,062.0 feet to the REAL POINT OF BEGINNING. EXCEPT any portion lying within Overland Road. ALSO EXCEPT ditch and road rights-of -way. The records of the Ada County Tax Rolls disclose the above property address as: 1965 E. Overland, Meridian, ID 83642 BF/kc Page 2 ~~ '~a~r~ea. & ~~i~id~a~ ~fintgat~a~ Dia~zrct 1503 FIRST STREET SOUTH NAMPA, IDAHO 83651-4395 FAX # 208-888-6201 21 October 19 9 4 Phones: Area Code 208 OFFICE: Nampa 466-7861 Dean Briggs Boise 343-1884 Briggs Engineering, IriC. SHOP: Nampa 466-0663 1111 South Orchard, Sulte 600 Boise 345-2431 Boise, ID 83705 RE: Land Use Change Application for Sundance Subdivision Dear Mr. Briggs: Enclosed please find a Land Use Change Application for your use to file with the Irrigation District for its review on the above- referenced development. You were previously sent a complete packet of information concerning Land Use Change, urban irrigation, and exclusion. If you have any questions concerning this matter please feel free to call on Donna Moore at the District's office or John Anderson, the District's Water Superintendent at the District's shop. Sincerely, DAREN R. COON, SECRETARY/TREASURER NAMPA & MERIDIAN IRRIGATION DISTRICT DRC/dnm ~'.. cc: File Water Superintendent G. L. Voigt -~ City of Meridian enc. t °' ~ ~: ~ ... ~_=fem... - APPROXIMATE IRRIGABLE ACRES RIVER FLOW RIGHTS - 23,000 BOISE PROJECT RIGHTS - 40,000 ~p1GINEER/NG BRIGGS INC. August 31, 1995 Meridian City Council 33 E. Idaho Ave. Meridian, Idaho 83642 Re: Sundance Subdivision (Developer: Gary L. Voigt) Dear Councilmen: This letter is in regards to the Sundance Subdivision and a future late comers agreement. The developer is requesting City Council acknowledge their desire to enter into a later comers agreement with Mr. Voigt for extension of the St. Luke's sewer trunk line. The developer intends to construct a 15 inch sewer trunk line south from the existing St. Luke's sewer trunk across Interstate 84, through the Thomas parcel to Overland Road and terminating at the Sundance Subdivision property. The developer understands that the City of Meridian drafts and adopts a late comers agreement after construction and acceptance of a sewer main. However, due to the requirements of financing institutions, advance commitment is required. Please consider this request as soon as possible. Sincerely, BRIGGS ENGINEERING, Inc G!~!-O~ Becky L. Bowcutt, Land Planner 940815 RECE/VELA S E P 0 1 1995 M~~IAlJ CITY ENGINEER 1111 S. Orchard, Suite 600 • Boise, Idaho 83705 • (208) 344-9700 Fax# (208) 345-2950 MERIDIAN CITY COUNCIL MEETING: SEPTEMBER 5 1995 APPLICANT: ITEM NUMBER; 31 REQUEST; DEPARTMENT REPORTS AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY: CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: ADA COUNTY STREET NAME COMMITTEE: CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION; SETTLERS IRRIGATION: IDAHO ROWER: US WEST: INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: ~u _~ OTHER: A~,R Materials presented at public meetings shall become property of ffie City of Meridian. ~ ~ MERIDIAN CITY COUNCIL MEETING: SEPTEMBER 5.1995 APPLICANT: ITEM NUMBER; 25 REQUEST; TIME EXTENSION ON PRELIMINARY PLAT FOR SUNDANCE SUBDMSION AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY: CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: ADA COUNTY STREET NAME COMMITTEE: CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION; SETTLERS IRRIGATION: IDAHO POWER: US WEST: INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: • u, fig' ~~' ~ ~~ ~~°~ ~ ~~ OTHER: ~,~1 Materials presented at public meetings shall become property of the City of Meridian. ENGINEERING BRIGGS INC. August 16, 1995 City of Meridian 33 E. Idaho Street Meridian, Idaho 83642 Attn: Shari Stiles Re: Sundance Subdivision (290 lots on 97 acres located south on Overland Road and west of Eagle Road) Dear Shari: • This is a formal request for a time extension on the preliminary plat of Sundance Subdivision. The development has been on hold while the St. Luke's sewer trunk line was under construction. The developer will require additional time to accomplish the engineering design of the subdivision and the extension of the sewer trunk line. Please schedule this time extension for City Council review. Sincerely, BRIGGS, ENGINEERING, INC. Becky L. B wcutt Land Use Planner 940815 1111 S. Orchard, Suite 600 • Boise, Idaho 83705 • (208) 344-9700 Fax# (208) 345-2950 • MERIDIAN CITY COUNCIL MEETING: October 18.1994 APPLICANT: G.L. VOIGT AGENDA ITEM NUMBER: 11 REQUEST: PUBLIC HEARING• REQUEST FOR PRELIMINARY PLAT FOR SUNDANCE SUBDMSION AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY: CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: ADA COUNTY STREET NAME COMMITTEE: CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IDAHO POWER: US WEST: INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: COMMENTS SEE ATTACHED COMMENTS COMMENTS FORTHCOMING "REVIEWED" SEE ATTACHED COMMENTS SEE ATTACHED COMMENTS SEE ATTACHED COMMENTS SEE ATTACHED COMMENTS SEE ATTACHED COMMENTS u" ~~ SEE ATTACHED COMMENTS ~ (T n~ ~ ~~ 1~ U ~v~~~° ~~ s~a-~ ~-~~ • HUB OF TREASURE VALLEY • OFFICIALS WILLIAM G. BERG, JR., City Clerk JANICE L. GASS, City Treasurer GARY D. SMITH, P.E. City Engineer BRUCE D. STUART, Water Works Supt. JOHN T. SHAWCROFT, Waste Water Supt. KENNY W. BOWERS, Fire Chief W.L. "BILL" GORDON, Police Chief WAYNE G. CROOKSTON, JR., Attorney A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 Phone (208) 888-4433 • FAX (208) 887-4813 Public Works/Building Department (208) 887-2211 COUNCIL MEMBERS RONALD R. TOLSMA MAX YERRINGTON ROBERT D. CORRIE WALT W. MORROW SHARI STILES Planner & Zoning Administrator JIM JOHNSON Chairman -Planning 8 Zoning GRANT P. KINGSFORD Mayor MEMORANDUM: To; Mayor, City Council From; Bruce Freckleton, Assistant to City Engineer Re; SUNDANCE SUBDIVISION (Preliminary Plat) October 14, 1994 I have reviewed this submittal and offer the following comments, for your information and consideration as conditions of the applicant during the hearing process: 1. Numerous front lot dimensional design need to be revised to meet all the requirements of an R-4 zoning classification. 2. 250 Watt high pressure sodium street lights will be required at the entrances to the subdivision off Overland Road. 3. You will be required to file the Hunter Lateral, and any other ditches on site per City Ordinance. 4. The elevation of the contour lines, as shown on the Preliminary Plat map, need to be labeled. 5. Submit a master street drainage plan, including method of disposal & approval from the affected irrigation/drainage district. Indicate any storm drainage facilities that will fall outside the Public Right-of--Way. 6. Please develop and submit estimates of traffic impact on existing adjacent roadways & intersections. 7. Determine the seasonal high ground water elevation, and profile the sub-surface soil conditions. 8. Sewer service to this development will need to be by extension of the 5 Mile Creek Interceptor project being proposed by St Lukes Hospital. • • 9. Water service to this property will need to be by extension of a 12 inch diameter water main in Overland Road currently being constructed by "The playground". A 10 inch diameter water main will be required in Red Cloud Way through the development. The 10 inch diameter main would extend south into the proposed school/park site, as well as east to the east subdivision boundary. It would also extend west in S. Helena Street. 10. Water main sizing in this development is subject to change upon completion of the water system modelling. 11. The sewer system within this development must be designed to provide a minimum of 4 1 /2 foot depth of cover over the sewer mains. 12. Submit letter from the Ada County Street Name Committee, approving the subdivision name and street names. 13. Existing domestic wells and/or septic systems within this subdivision will have to be removed from their domestic service per City Ordinance. Wells may be used for non domestic purposes such as landscape irrigation. 14. Submit the proposed Restrictive Covenants and/or Deed Restrictions for review. 15. The Preliminary Plat Map needs to be stamped, signed, and dated by the Design Engineer or Land Surveyor. 16. The legal description submitted with this application doesn't match the Preliminary Plat Map. 17. Please indicate the street Right-of--Way widths on the Preliminary Plat Map. 18. Indicate Block Numbering on the Preliminary Plat Map. 19. Please provide a Statement of Development Features. C: \W PW IN60\GENERAL\SDANCE. C-C • • HUB OF TREASURE VALLEY OFFICIALS A Good Place to Live COUNCIL MEMBERS WILLIAM G.BERG,JR.,CItyClerk RONALD R. TOLSMA MAX YERRINGTON JANICE L. GASS, Cit Treasurer y CITY OF MERIDIAN ROBERT D. CORRIE GARY D. SMITH, P.E. Clty Engineer WALT W. MORROW BRUCE D. STUART, Water Works Supt. JOHN T. SHAWCROFT, waste water supt. 33 EAST IDAHO SHARI STILES KENNY W. BOWERS, Flre Chief MERIDIAN, IDAHO 83642 Planner 8 Zoning Administrator W.L. "BILL" GORDON, Police Chief JIM JOHNSON WAYNE G. CROOKSTON, JR., Attorney Phone (208) 888433 • FAX (208) 887813 Chairman • Planning S Zoning Public Works/Building Department (208) 887-2211 GRANT P. KINGSFORD Mayor TRANSMITTAL 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: October 11. 1994 TRANSMITTAL DATE: 9/26/94 HEARING DATE: 10/18/94 REQUEST: relirx~inary Plat for Sundance Subdivision BY: G.L. Voi4t LOCATION OF PROPERTY OR PROJECT: South of Overland Road and East of Locust Grove Road JIM JOHNSON, P/Z MOE ALIDJANI, P2 JIM SHEARER, P/Z CHARLES ROUNTREE, P/Z -TIM HEPPER, P2 GRANT KINGSFORD, MAYOR RONALD TOLSMA, C/C BOB CORRIE, C/C -WALT MORROW, C/C _MAX YERRINGTON, C/C -WATER DEPARTMENT -SEWER DEPARTMENT -BUILDING DEPARTMENT FIRE DEPARTMENT -POLICE DEPARTMENT -CITY ATTORNEY -CITY ENGINEER CITY PLANNER MERIDIAN SCHOOL DISTRICT MERIDIAN POST OFFICE(PRELIM 8 FINAL PLAT) ADA COUNTY HIGHWAY DISTRICT ADA PLANNING ASSOCIATION CENTRAL DISTRICT HEALTH NAMPA MERIDIAN IRRIGATION DISTRICT SETTLERS IRRIGATION DISTRICT IDAHO POWER CO.(PRELIM 8t FINAL PLAT) U.S. WEST(PRELIM & FINAL PLAT) INTERMOUNTAIN GAS(PRELIM ~ FINAL PLAT) BUREAU OF REC TION(PRELIM 8 FINAL PLAT) CITY FILES r / ~ OTHE - ~C YOUR CONCI RF.1I~ARKS: _ ___ RECEIVED S EP 2 7 1994 CITY OF MERIDIAN HUB OF TREASURE VALLEY • OFFICIALS COUNCIL MEMBERS A Good Place to Live WILLIAM G. BERG, JR., Clty Clerk RONALD R. TOLSMA MAX YERRINGTON JANICE L. GASS, Cit Treasurer Y CITY OF MERIDIAN ROBERT D. CORRIE GARY D. SMITH, P.E. Clty Engineer WALT W. MORROW BRUCE D. STUART, Water Works Supt. JOHN T. SHAWCROFT, waste water supt. 33 EAST IDAHO SHARI STILES KENNY W. BOWERS, Fire Chief MERIDIAN, IDAHO 83642 Planner 6 Zoning Administrator W.L. "BILL" GORDON, Police Chief JIM JOHNSON WAYNE G. CROOKSTON, JR., Attorney Phone (208) 888-4433 • FAX (208) 887-4813 Chairman -Planning 8 Zoning Public Works/Building Department (208) 887-221 l GRANT P. KINGSFORD Mayor TRANSMITTAL 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: October 11, 1994 TRANSMITTAL DATE: 9/26/94 HEARING DATE: 10/18/94 REQUEST: Preliminary Plat for Sundance Subdivision BY: _G.L. Voigt LOCATION OF PROPERTY OR PROJECT: South of Overland Road and East of Locust Grove Road JIM JOHNSON, P/Z MOE ALIDJANI, P/Z JIM SHEARER, P2 CHARLES ROUNTREE, P/Z TIM HEPPER, P/Z GRANT KINGSFORD, MAYOR RONALD TOLSMA, C/C BOB CORRIE, C/C WALT MORROW, C/C MAX YERRINGTON, C/C WATER DEPARTMENT -SEWER DEPARTMENT -BUILDING DEPARTMENT FIRE DEPARTMENT POLICE DEPARTMENT CITY ATTORNEY CITY ENGINEER d/ C,~. ~6 c~.~ rs MERIDIAN SCHOOL DISTRICT MERIDIAN POST OFFICE(PRELIM & FINAL ~,~~~ ADA COUNTY HIGHWAY DISTRICT ADA PLANNING ASSOCIATION S E P 2 7 1954 CENTRAL DISTRICT HEALTH NAMPA MERIDIAN IRRIGATION DISTRICT(,'("~'~,' Liar lrrz~rl,Jli~, SETTLERS IRRIGATION DISTRICT IDAHO POWER CO.(PRELIM St FINAL PLAT) U.S. WEST(PRELIM 8t FINAL PLAT) INTERMOUNTAIN GAS(PRELIM 8t FINAL PLAT) BUREAU OF RECLAMATION(PRELIM & FINAL PLAT) CITY FILES ~ ,~~ ~ _ ~ ' j OTHER: `~ YOUR CONCISE REMARKS: .L Co++~ inti p n/ /41~~¢.a s • ~ERINTENDENT OF SCHOOLS ~~~~~~~ Bob L. Haley f~-• DEPUTY SUPERINTENDENT Dan Mabe, Finance & Administration ~Oa EXCEL! 1~} Ey ~C~ j ~ 6J~~ ASSISTANT SUPERINTENDENT ,~~-~~~ ~ ~ Christine Donnell, Personnel & Instruction r~ CiTV dF ~~~~~~~~ DIRECTORS 111 ~~ Sheryl Belknap, Elementary Jim Carberry, Secondary Doug Rutan, Special Services JOINT SCHOOL DISTRICT N0.2 911MERIDIANSTREET • MERIDIAN,IDAH083642 • PHONE(208)888-6701 2 Q ~~ September 28, 1994 City of Meridian 33 East Idaho Meridian, Idaho 83642 Re: Sundance Subdivision Dear Councilmen: I have reviewed the application for Sundance Subdivision and find that it includes approximately 291 homes at a median value of $135,000. We also find that this subdivision is located in census tract 103.13 and in the attendance zone for Mary McPherson Elementary, Lake Hazel Middle School and Meridian High School. Using the above information we can predict that these homes, when completed, will house 97 elementary aged children, 73 middle school aged children, and 64 senior high aged students. At the present time Mary McPherson Elementary is at 101 of capacity, Lake Hazel Middle School is at 111 of capacity and Meridian High School is at 130 of capacity. The Meridian School District is not opposed to growth in our district, however this subdivision will cause increased over- crowding in all three schools. There is little opportunity to shift .attendance boundaries since the surrounding schools are also well over capacity. Before we could support this subdivision, we would need land dedicated to the district or at least made available at a minimum price for a school site in this area. The site would need water and sewer services available. In addition we would need to pass another bond issue for the construction of schools. I suggest the developer donate four acres of land in the South West corner of the property for a proposed school site, and that the other four adjacent property owners do the same before development. This provides the twelve acre school site required for an elementary school. Even if we were willing to use portable classrooms for a year or two, this project would require five classrooms at the elementary • • level, three at the middle school level and two at the high school level. To build portables ready to occupy by students will cost approximately $40,000 each. As you can see the total for nineteen portables would be $400,000. We would welcome a meeting with you to find ways of mitigating the projected costs to the school district. We are in a difficult position and need your help in dealing with the impact of growth on schools. Sincerely, ~u iYY~ Dan Mabe Deputy Superintendent DM:gr R~C:Y~.~~:.~.~ SUBDIVISION EVALUATION SHEET ~CYfY OF ~+~~:~~~N Proposed Development Name SUN DANCE SUB City MERIDIAN Date Reviewed _09/29/94 Preliminary Stage XXXXX Final Engineer/Developer Briggs Engr. / G.L. Voigt 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 Meridian City Street Name Ordinance. The following existing street names shall appear on the slat as: "E. OVERLAND ROAD" The following new street names are approved and shall appear on the plat as: "S. RED CLOUD WAY" "S. SMOKY HILL WAY" "E. WAR HAWK STREET" "E. WHITE BEAR DRIVE" ~~ ~, ' I-~IT~-~ ~.7~>~ ,.C-7 ~/ "E. WOLF CREEK STREET" "S. KALISPEL WAY" "E. CHICKASAW STREET" `t~~ WILD }~D~?SE PL / "E. BLACKFOOT DRIVE" "E. WASATCH STREET" "E. WASATCH COURT" "~!: BIG BEAR AVENUE" "S. GREAT FALLS WAY" "E. WOLF POINT COURT" ? r SF` S" `` Z„ The following proposed street names are similar so please make a choise: "WASHAKIE" "WASHITA" The following proposed street names are within the 150 feet alignment requirement so please make a choise: "E. BROADWATER DRIVE" "E. CHICKASAW" DRIVE" • • Choose another name for the street shown on the plat as "S. WHITE BEAR AVENUE" from the street shown on the plat as "E WOLF CREEK DRIVE" and "S. SMOKY HILL WAY" "BROWN BEAR" "HELENA" "SHELBY" and "~ RSE" are a duplications and therefore cannot be used Please choose new names and have them approved by the street name committee. 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 designee in order for the street names to be officially approved. ADA COUNTY STREET NAME COMMITTEE, AGENCY REPRESENTATIVES OR DESIGNEES Ada County Engineer John Priester Ada Planning Assoc. Terri Raynor Meridian Fire Dept. Representative Date Date Date 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 Street Index Map NUMBERING OF LOTS AND BLOCKS Noy' f+,GPrZc>t/ED n o • a „ ^~ir !f :^~ ~ OQo tin >Z ~ ; ,~ O~ > $ b ~ ~ Y w ~ O • ... .,~.~.. ~ o ° O~ ~= s • ~ ' ~ ~I I II b ~~ s "~ _ `~ ~ ~y~ t~~ ~ O ~ I x a ° { m 7SES~~~ Yx S EO ~ s 0. a - y° 4 (J i sn • i` i {u ~n i {N ~ ~p . ~ ~~ {• {o pp A . 1 ~ ~ • ~ ~ C ~ e ~w ~ S f _; i if i SG y € ~ ~ ! s ~J .y L y ~ ~ ~ W ~ ` ` . ~ E • L~ ,,, ~ ^ _r ~~_'_ r~ t~ ~ v ' ~ ~ m \ ,, 13 u t1~ ~ (~ ° ~~ . w ° 3a ~ 1 {_ f 1 } N r Sa _ sa . ~ _ ~ + k~ k :n k {m 1 _ { ~ r S {a .••• ~ ;a ~ ~V ~ o e M ~ eN iN EN { V ~N ( N .a ~ {P R N . Y { 3 w { u :N ^ to l eN {N { A ~ 1 n t ~ > t ~u w ` ^ ° •~ ~ io al:1 k is i EO a '~• { iu ~ 3u ° • '~' A • ~ ' m ~ a w w : E- O c - ~_.7'~ . f ~ U IJ~~~~f~ f. R • fir. 'N C ° ° " CAI 4. !u ~= k ;p 4 €i k ~v f 'E~ f ,~, ~o~~ `~ 4 ~--~•~. i ,Sj a. , f ~ n t ~ is ~ ° {0 iN~ IN ~N kaN • a ~ V \ i N_ _ :Q {o k apk ~ {w8 iu f #i k 1t ~O • {nf '4{Vf °\ ~• a c ' so { r_-~i ~tl i~ gip, a t \ ~u t ~ ~. 1a a ISw ~m k DoE e- ~~a ~w F ~ v ~m k '~ y ~n Fii' I E' xl ~a ~~ E $ II w . .. ° a s !• ~ a 2 i4 y i . !o k fn: Eai j t" ~ x s •s ~., f im ~~ {.. } ~u It s - • ' Y f.~~,n 1: ~ :U ~ j Q ~ ~ ~N S N i N~ aa~ s S (t ;- E •N { {„ k €• t {u t ;o { ` iV 4 it iN k jNk ~Nk {~ { ~. S ~s n m dog o • P ', ~~` s t=w~ i w ° • {{ a i P CN EN 4 m qv y y ~ `° °F. Y ~ jM Y k ~~ y 1 ~ s- t~n too t g~ ~ ~ o f~! . sN ji Rp ;N iN { ~ ~~: {a {U 4 r<N = '~k s,i {~ {m f V• ~N ~ I ,t •~- Eu i ;~ cc ~~ e ~ ~ t< • s a ip ~ { e r ~ ~ C~ I I ~V al. ~I ~y y ~ rh •r~ P (' ~N >< ~_ ' iu { ,'ie11 w ~ { ~ ` t { V ~iN I11 _ g'w ~i-k ~i-k E-k yak is Z ., ' ~ ~ `'"_ s ~~ Fa ~a L ~ {~ {~ {~ {~ {P x EN :a im ~ t ee •V in i 'i~ fa i tm i iN ~u ( k• t ~n sa k { a ~N • in a ~`s io p i' ~ 6~ E.1 CV t ~ i~, ~ N E- - {o • \7 6N t' ~Y t ~ {v {O ~ {N i ,O • ~m ~~ k ~ ~ ~p :II D ~• ~ ~n pm {V \m { ~N ~ a \+ ~ {/` a a k --- e ~ i• .. s' ~ ~ ° ° d a t t EE s 1 '' ;i f ii.: :'y: ;~ ~o' ~. iN :u : s~aa !vi imfl E~~ !sE ~o: lo. ~~: EN 4 [u ~a t° a, • • { { a { • t • • e i ~ e ~ _ .r s __ ~ _- a a . ~ tea" ~ E c aiaallo low ~~ a PRELIMINARY PLAT OF awMtMM~ML OC. __ 'v SUNDANCE SUBDIVLSION se~oos ~;~ . RYtT. (. n '.a. RC•W ~:. .~ a sort am • ae we °~ ITI _a~t+_ s. .V.' :1.' :L' Q.1.' ~•. IM ~ ~i.. 1M M~1>-CIE CENTRAL •• DISTRICT HEALTH DEPARTMENT Rezone # REVIEW SHEET Environmental Health Division I~C~I'~t1'~~~- 0 G T 1 41994 CITY Ci~ !~1:R11~1AN Return to: ^ Boise ^ Eagle ^ Garden city Meridian ^ Kuna ^ Acz ' al Use # Prelimina /Final /Short Pla~lA'~cti~+~GC c~ ^ I. We have 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 concerning the depth of ^ high seasonal ground water ^ solid lava from original grade ^ 6. We can Approve this Proposal for individual sewage disposal to be located above solid lava layers: ^ 2 feet ^ 4 feet ,,,~ 7. After written approval from appropriate entities are submitted, we can approve this proposal for: central sewage ^ community sewage system ^ community water well ^ interim sewage central water ^ individual sewage ^ individual water ~._ 8. The following plan(s) must be submitted to and approved by the Idaho Department of Health & Welfare, Division of Environmental Quality: central sewage ^ community sewage system ^ community water ^ sewage dry lines .central water ~-9. Street Runoff is not to create a mosquito breeding problem. ^ 10. This Department would recommend deferral until high seasonal ground water can be determined if other considerations indicate approval. ^ 1 I . If restroom facilities are to be installed, then a sewage system MUST be installed to meet Idaho State Sewage Regulations. ^ 12. 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 13. tir a.1~" Date: ~ff l l l~ Reviewed By: ~.-, (DHD 10/91 rcb, rev. I I/93 jlt cEN~aL • • ~~ • DIST~~.T ~~~~~ D E PAt1eT7~1 EN T MAIN OfFlCE • 107 N. ARMSTRONG PL • BOISE, ID. 83704 • (2081375-5211 • FAX: 321.8500 To pre»ent and treat disetae curd disability; to promote healthy lifestyles; and to protect and promote the health and quality of our erwironment, STORMWATER MANAGEMENT RECOMMENDATIONS We recomsend that the first one half inch of stormwater be pretreated through a grassy swale prior to discharge to the subsurface to prevent impact to groundwater and surface water quality. The engineers and architects involved with the design of this project should obtain current best management practices for stormwater disposal and design a stormwater management system that is preventing groundwater and surface. water degradation. Manuals that could be used for guidance are: 1) STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND, State of Washington Department of Ecology, February 1992 2) ADA COUNTY HIGHWAY DISTRICT GUIDELINES FOR STORMWATER AND SITE DRAINAGE MANAGEMENT 3) CALIFORNIA BEST MANAGEMENT PRACTICE HANDBOOK Prepared by Camp Dresser and McBee, Larry Walker Assoc., Uribe and Assoc., Resources Planning Assoc., for the Stormwater Quality Task Force 4) URBAN STORM DRAINAGE CRITERIA MANUAL Volume 3, Best Management Practices Stormwater Quality Urban Drainage and Flood Control District, Denver, Colorado Serving Vaitey Elmore, Boise, and.9da counties Ada ! Bose Courtly Ollke WIC Bone • hleri~an Eimae County OIQce Bnwre County 08ke Valley Candy trBee 707 ". ~~ ~ 1606 Itooens 520 E am sneer N. a ~ HeaBh ao. ear 1448 9oae. ID..83704 Boise. (D. Morsitaer Home. !D. 190 5.4th Sheet E MCC. ~. 83638 Envro. Heotth: 327-1499 83105 Ph. 3343355 83641 Ph. 587.4407 MountcT Hori~. i0. Ph. 634.714d ~/ 327-7400 324 Meridian. N. 83647 Fh. 587.4225 Immunamior-c 327-7450 83642 Ph. 888.6525 Nuhitiorx 321-7460 WIC: 327.1488 • HUB OF TREASURE VALLEY • OFFICIALS A Good Place to Live COUNCIL MEMBERS RONALD R. TOLSMA WILLIAM G. BERG, JR., Clty Clerk CITY OF MERIDIAN MAX YERRINGTON RD9ERT D. CDRRIE GARY D. SM TH, P.E. Clly Engineer WALT W. MORROW BRUCE D. STUART, Water Works Supt. s 33 EAST IDAHO SHARI STILES 11pt. JOHN T. SHAWCROFT, waste water Planner d Zoning Administrator KENNY W. BOWERS, Fire Chlet IDAHO 83642 MERIDIAN W.L. "BILL" GORDON, Police Chfet , JIM JOHNSON WAYNE G. CROOKSTON, JR., Attorney Phone (208) 888433 • FAX (208) 887-0813 Chairman • Planning 8 Zoning Public Works/Building Department (208) 887-2211 GRANT P. KINGSFORD Mayor TRANSMITTAL 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: October 11, 1994 TRANSMITTAL DATE: 9/26/94 HEARING DATE: 10/18/94 REQUEST: Preliminary Plat for Sundance Subdivision BY: G.L. Voigt LOCATION OF PROPERTY OR PROJECT: South of Overland Road and East of Locust Grove Road JIM JOHNSON, P/Z MOE ALIDJANI, P2 JIM SHEARER, P/Z CHARLES ROUNTREE, P2 TIM HEPPER, P/Z GRANT KINGSFORD, MAYOR RONALD TOLSMA, C/C BOB CORRIE, C/C WALT MORROW, C/C _MAX YERRINGTON, C/C WATER DEPARTMENT SEWER DEPARTMENT BUILDING DEPARTMENT FIRE DEPARTMENT 1"f/11 1/~G 1'1L~l1111'9T~~L~•IT MERIDIAN SCHOOL DISTRICT MERIDIAN POST OFFICE(PRELIM 81 FINAL PLAT) ADA COUNTY HIGHWAY DISTRICT ADA PLANNING ASSOCIATION CENTRAL DISTRICT HEALTH NAMPA MERIDIAN IRRIGATION DISTRICT SETTLERS IRRIGATION DISTRICT IDAHO POWER CO.(PRELIM 8t FINAL PLAT) U.S. WEST(PRELIM & FINAL PLAT) INTERMOUNTAIN GAS(PRELIM & FINAL PLAT) BUREAU OF RECLAMATION(PRELIM 81 FINAL PLAT) CITY FILES OTHER: YOUR CONCISE REMARKS: We require a permanent 10-foot wide public utilities easement along all lots adjacent to a road right-of-way dedicated to public or private use. Tim Adams ~~ ~~o Idaho Power p 322-2047 • HUB OF TREASURE VALLEY OFFICIALS A Good Place to Live COUNCIL MEMBERS WILLIAM G. BERG, JR., Clty Clerk CITY OF MERIDIAN RONALD R. TOLSMA BERT O.ICORR E GARY D. SM TH, P.E. Clty Engineer BRUCE D. STUART, Water Works Supt. WALT W. MORROW JOHN T. SHAWCROFT, Waste ware. supt. 33 EAST IDAHO SHARI STILES KENNY W. BOWERS, Fire Chlef " " MERIDIAN, IDAHO 83642 Planner 8 Zoning Administra~r BILL GORDON, Police Chlef W.L. JIM JOHNSON WAYNE G. CROOKSTON, JR., Attorney Phone (208) 888-4433 • FAX (208) 887-4813 Chairman -Planning 8 Zoning ~ Public Works/Building Department (208) 887-221 I GRANT P. KINGSFORD Mayor TRANSMITTAL 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: October 11, 1984 TRANSMITTAL DATE: 9/26/94 HEARING DATE: 10/18/94 REQUEST: Preliminary Plat for Sundance Subdivision BY: G.L. Voiat LOCATION OF PROPERTY OR PROJECT: South of Overland Road and Fast Locust Grove Road JIM JOHNSON, P2 MOE ALIDJANI, P2 JIM SHEARER, P/Z CHARLES ROUNTREE, P/Z TIM HEPPER, P2 GRANT KINGSFORD, MAYOR RONALD TOLSMA, C/C BOB CORRIE, C/C WALT MORROW, C/C MAX YERRINGTON, C/C WATER DEPARTMENT SEWER DEPARTMENT BUILDING DEPARTMENT FIRE DEPARTMENT POLICE DEPARTMENT CITY ATTORNEY CITY ENGINEER CITY PLANNER MERIDIAN SCHOOL DISTRICT MERIDIAN POST OFFICE(PRELIM 8 FINAL PLAT) ADA COUNTY HIGHWAY DISTRICT ADA PLANNING ASSOCIATION CENTRAL DISTRICT HEALTH NAMPA MERIDIAN IRRIGATION DISTRICT SETTLERS IRRIGATION DISTRICT IDAHO POWER CO.(PRELIM & FINAL PLAT) U.S. WEST(PRELIM 8t FINAL PLAT) INTERMOUNTAIN GAS(PRELIM 8t FINAL PLAT) BUREAU OF RECLAMATION(PRELIM & FINAL PLAT) CITY FILES OTHER: YOUR CONCISE REMARKS: SEP 3 Q 1~~4 CITY OF bi~~tU~f~~ ~ X T2~ Nl~ X~L..I TH YOGI b ~ ~1- T f--f rs RE~~~~:~.:~ 0 CT 2 5 1994 G~~ ~ ~,'~ i~i~~~;'J3t~~9 GLENN J. RHODES, President SHERRY R. HUBER, Vice President JAMES E. BRUCE, Secretary October 20, 1994 TO: G.L. VOIGHT 1908 JENNIE IDAHO FALLS FROM: Karen Gallas Development LEE DRIVE ID 83404 Sher, Coo d' Service SUBJECT: SUNDANCE SUBDIVISION - PRELIMINARY PLAT On October 19, 1994, the Commissioners of the Ada County Highway District (hereafter called "District") took action on the Preliminary Plat as stated on the attached staff report. In order that the Final Plat may be considered by the District for acceptance, the Developer shall cause the following applicable standard conditions to be satisfied prior to District certification and endorsement: 1. Drainage plans shall be submitted and subject to review and approval by the District. 2. If public street improvements are required: Prior to any construction within the existing or proposed public right-of- way, the following shall be submitted and subject to review and approval by the District: a. Three complete sets of detailed street construction drawings prepared by an Idaho Registered Professional Engineer, together with payment of plan review fee. b. Execute an Inspection Agreement between the Developer and the District together with initial payment deposit for inspection and/or testing services. c. Complete all street improvements to the satisfaction of the District, or execute Surety Agreement between the Developer and the District to guarantee the completion of construction of all street improvements. ada county highway district 318 East 37th • Boise, Idaho 83714 • Phone (208) 345-7680 ti s October 20, 1994 Page 2 3. Furnish copy of Final Plat showing street names as approved by the Local Government Agency having such authority tocrether with payment of fee charged for the manufacturing and installation of all street signs, as required. 4. If Public Rights-of-Way Trust Fund deposit is required, make deposit to the District in the form of cash or cashier's check for the amount specified by the District. 5. Furnish easements, agreements, and all other datum or documents as required by the District. 6. Furnish Final Plat drawings for District acceptance, certifications, and endorsement. The final plat must contain the signed endorsement of the Owner's and Land Surveyor's certification. 7. Approval of the plat is valid for one year. An extension of one year will be considered by the Commission if requested within 15-days prior to the expiration date. Please contact me at 345-7680, should you have any questions. LS cc: Development Services Chron BRIGGS ENGINEERING MERIDIAN CITY.HALL ,_ -~=~~-~ ~~~C. GLENN J. RHODES, President SHERRY R. HUBER, Vice President JAMES E. BRUCE, Secretary TO: ACHD Commission • INTER-DEPARTMENT CORRESPONDENCE SUNDANCE/DSTECH 10-12-94 DATE: October 17, 1994 FROM: Development Services SUBJECT: PRELIMINARY PLAT - Sundance Subdivision (revised) (Developer - G.L. Voight, 1908 Jennie Lee Drive, Idaho Falls, ID 83404) (Engineer/Surveyor - Briggs Engineering, 111 S. Orchard, Suite, Boise, ID 83705) FACTS & FINDINGS: 1. Sundance is a 97.02 acre, 291-lot residential subdivision (excluding 27 common lots) located on the south side of Over- land Road and east of Locust Grove Road. This development also proposes a lot to be a portion of a school site. 2. This subdivision was originally reviewed and approved by the Commission on July 6, 1994, and was denied by the City of Meridian because of sub-standard lot frontage lengths and lot sizes. This report will address the revised preliminary plat submitted by a different engineering firm. 3. A traffic study was submitted and reviewed for the original preliminary plat. Staff accepts the results of the original. traffic study for the revised site plan, based on the similari- ties between the original and revised preliminary plat. The the results of this study are incorporated within this report. 4. GENERAL INFORMATION: LEAD AGENCY - Meridian ACRES - 97.02 FEET OF NEW PUBLIC STREETS - 17,700 LOTS - 291 plus 27 common. lots and 1 school lot ZONING - R-4 ESTIMATED VEHICLE TRIPS PER DAY - 3,389 (including school) TRAFFIC ANALYSIS ZONE - 286 L.F. OF FRONTAGE ON Overland Road - 2,064 MOST RECENT TRAFFIC COUNTS - 6,000 west of Eagle Rd ada county highway district 318 East 37th • Boise, Idaho 83714 • Phone (208) 345-7680 PRELIMINARY PLAT - Sundance Subdivision October 17, 1994 Page 2 FUNCTIONAL CLASSIFICATION MAP DESIGNATION - Minor arterial ADA COUNTY RIDGE-TO-RIVERS PATHWAY PLAN - No pathway shown EXISTING RIGHT-OF-WAY - 50-feet REQUIRED RIGHT-OF-WAY - 90-feet (45-feet from centerline) Overland Road is improved with 24-feet of paving. Overland Road is listed on the Five Year Work Program but is unfunded. IMPACT FEE BENEFIT ZONE - Far Rural (until annexed) IMPACT FEE ASSESSMENT DISTRICT - West Ada 5. The site is bordered on the southwest by Rim View Subdivision, Raven Hill Subdivision, and Los Alamitos Subdivision and on the south by the proposed Highland Ranch Subdivision. 6. Four acres of this site are proposed for a portion of a school/park site. The remainder of the school/park site will be coordinated with neighboring developments (Los Alamitos and Highland Ranch). 7. A residential collector standard road (Red Cloud Avenue) is proposed between Overland Road and the school site. Staff recommends that Red Cloud Avenue be a 37-foot back-to-back street section from Overland Road to the south boundary (Los Alamitos Subdivision) with parking restricted and bike lanes. Staff sees a need for traffic calming devices on Red Cloud Avenue since it is one-half mile in length, having a fairly straight alignment and no front-on housing. Staff recommends the installation of conversation corners (chokers) at Blackfoot Street, White/Brown Bear Court, and Wasatch Street/Court to deter vehicles traveling at high speeds. 8. Two public road connections off of Overland Road are proposed. 9. Staff recommends that center turn lanes be constructed on Overland Road at Red Cloud Avenue and 5mokey Hill Street and a deceleration lane on Overland Road at Red Cloud Avenue. 10. Staff supports the proposed stub street to the west property line from War Hawk Street into Raven Hill Subdivision, located approximately 107-feet south of the southeast boundary of Rim Acres Subdivision (as measured to right-of-way line). 11. Staff supports the proposed stub street to the west boundary, north of Rim View Subdivision at Helena Street. 12. Staff supports the two proposed stub streets on the east bound- ary at Chicksaw Street and Shelby Street. 13. A passive neighborhood park is proposed. Parking will not be allowed along the park's boundary. .,.~i... L~ -.. '... ~~~.IIFRC_.~:_.iLn^•9,.Yiir.-._.3Ni ±!SL 1s2~' J.S.~.!' -- .. PRELIMINARY PLAT ~Sundance Subdivision • October 17, 1994 Page 3 14. The ACHD Capital Improvement Plan indicates that Overland Road is approved for use of Road Impact Fee funds to increase its capacity; therefore, Road Impact Fee offsets may be given for construction of the roadway improvements (excluding sidewalk). along Overland Road and for right-of-way dedication in addi- tion to what exists now. If the developer wishes to be paid for the additional right-of-way, he/she must submit an applica- tion to the impact fee administrator prior to breaking ground, in accordance with Section 15 of ACHD Ordinance #188. 15. This application is not yet scheduled for a re-hearing by the Meridian Planning & Zoning Commission. SITE SPECIFIC RE UIREMENTS: 1. The street layout submitted on the preliminary plat date stamped September 26, 1994, shall be used, except as provided below. 2. Dedicate 45-feet of right-of-way from the centerline of Over- land Road abutting parcel (20 additional feet). The owner will be compensated for this additional right-of-way from available impact fee revenues in this benefit zone. 3. Construct 5-foot sidewalk on Overland Road abutting parcel. 4. Construct center turn lanes on Overland Road at the intersec- tions of Red Cloud Avenue and Smokey Hill Way. Coordinate with District staff. 5. Construct a deceleration lane on Overland Road at Red Cloud Avenue that is 100-feet in length and tapers to 12-feet in width. 6. Dedicate and construct Red Cloud Avenue to the following pro- portional minimum dimensions: - 37-foot back-to-back street section - 60-feet of right-of-way - 5-foot sidewalks - parking restricted on both sides - striped with 13-foot travel lanes, which will result in 4.5-foot bike lanes - at Overland Road, 20-feet wide face-to-face on the west side of the landscaped island and 24-feet wide face-to- face on the east side - conversation corners (chokers) at Blackfoot Street, White/Brown Bear Court, and Wasatch Street/Court. All four corners of the intersection shall be included in the design to be reviewed and approved by District staff. cnnn~nnc ~nnn~v-1 c„1n I ~f 4 NE ~ Nn1 ----- MERIDIAN ~=.:~.~'X ~" g~ ^DAP~NN~N~ p~1. 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I ~ • i ~ ~ t,~, ~ i 6 -+ ~4` -^ {=II• p ° Qa a ~ L g .1j 9 +1- ~ mi n- i "~ 9 z n i 4 ni a wy i t ~4 4 ~i NS 4 ~~ .i • °_i i o• ~ ~ ^~ t mq i A n~ 7 • ~ 3 • Q VQ a Q Q• •T" r'Ia N" y Ny N Ni 4 H 1 ~ ~~ i - V~ !! i fF l h" -.a. r ; $ .~ ~ Y 1! n i m" f ry; i ry± i NI S N • • ^ ~ •~ i v ~ t ^ t ,, ~ ~S Z a ~ ~- • ~.i \ U ~ •i " ~ y i n K L t m ,,, „ ` •; ~ A o d • .•~ • n d Y e, mi i ~ Y ) °_ i i { • t a! _ - mi . ^2 l m' 4 ~ 1 i iY m = My t n- ° F k r S - _ ^; ~~. P 5 t ~ 6 11 .~ Z m" „lr i ~~ - i i - i i O ° s 1 ?Q~ F ~~ J< 'U< t ~r ~ ns fA'~• MLM' O< y~~oS t)~ ~~ ~J~ ~' ~ ~m K `3~rg QOIaNN fQ1fQ1 Z ~N~~ ~c =~e o~o ~~ ~o •`~ a E~i$ ~w~wlwoY $ OO °~m UFG Rum Zp 9'Y,m ~g~~~„ y W 1] ~~ V¢ aNR Q v^4 W O R DOBIE ENGINEERING. INC. SUN DANCE SUBDIVISION TRAFFIC STUDY JUNE 13, 1994 SUBMITTED T0: ADA COUNTY HIGHWAY DISTRICT 318 E. 37TH ST. BOISE, ID 83714 Copyright Q 1994, Dobie Engineering, Inc. All rights reserved. DOBIE ENGINEERING, INC. 777 HEARTHSTONE DR., BOISE. ID 83702 (208345-3290 • SUN DANCE SUBDIVISION TRAFFIC STUDY Table of Contents SUMMARY OF FINDINGS PROPOSED DEVELOPMENT Study Objectives On-Site Development Development and Growth PROJECTED TRAFFIC Existing Traffic and Circulation Trip Generation Trip Distribution CAPACITY ANALYSIS Project Entrances Left-Turn Evaluation Roadways Major Intersections OTHER ISSUES Pathways Alternate Circulation Plan APPENDIX: Capacity Analysis Paae No. i 1 1 2 5 7 10 12 14 16 14 18 18 Prepared by Dobie Engineering, Inc. • SUMMARY OF FINDINGS Sun Dance Subdivision Traffic Studv i 1. Sun Dance Subdivision is a single family residential development containing 300 residential lots and an elementary school site. The property is situated on the south side of Overland Road between Eagle Road and South Locust Grove Road. 2. The current APA traffic model projects a relatively low traffic growth for this area through the next decade. Those projections did not anticipate the extension of municipal sewer and the medical facility complex now planned for the Eagle Interchange. In light of these recent developments, a more aggressive growth scenario was employed to analyze the future traffic for this study. 3. The internal street system will include both local and residential collector class streets. A spine type collector road will extend from Overland to the school site with local traffic feeding from side streets. 4. Traffic volumes will reach 3000 vpd on Red Cloud Way and will be less than 500 vpd on all other residential streets. Prepared by Dobie Engineering, Inc. • SUMMARY OF FINDINGS Sun Dance Subdivision Traffic Studv ii 5. Overland Road is a substandard two lane minor arterial. In order to accommodate the site traffic volumes and anticipated area growth, a median turn lane should be constructed at the subdivision entrances. 6. Overland Road is included in the ACRD Capital Improvements Plan (CIPP-999) and is eligible for the use of impact fee funds. 7. Sun Dance Subdivision will generate approximately $270,000 in highway impact fee funds at full buildout based on the current rate schedule for the Meridian area. (Note: The site is now located in the "Far Rural" zone district, but should be included in the Meridian Assessment zone upon annexation. ) Prepared by Dobie Engineering, Inc. I~ ~~ 1 ~i u • • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 1 PROPOSED DEVELOPMENT Study Objectives The purpose of this study is to assess the traffic impacts resulting from the development of Sun Dance Subdivision and evaluate'the capacity of the road system to accommodate the site-generated traffic. On-Site Development Sun Dance Subdivision is a proposed 90 acre residential subdivision consisting of 300 residential lots and elementary school site to be developed on the south side of Overland Road between Eagle Road and South Locust Grove Road. Illustrated in Figure 1 is a map showing the location of the projects and general vicinity of the area. G.L. Voigt Construction has submitted a preliminary plat application to Ada County and the City of Meridian. This report will provide an analysis of traffic impacts related to the development of the Sun Dance Subdivision to assist decision-making agencies with their review of the application. Prepared by Dobie Engineering, Inc. f'~ ~~ U u 1 ~l 0 ~J JL ~r FIGURE 1 SUN DANCE SUBDIVISION VICINITY MAP Traffic Study Prepared By: [~ DOBIE ENGINEERING, INC. 777 Hearthstone Dr. Boise, ID 83702 345-3290 1 1 ~, ii A 1 11 a 1 • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 2 Development and Growth The subject property is located in the Meridian Planning Area of Ada County. Until recently the land has been used for agricultural production. Now the area is in a transitional stage, and land use is changing to medium density single family residential. Development around the Eagle Road-I 84 interchange has been constrained by the lack of municipal sewer service. With the extension of the sewer main that is now proposed to serve the St. Luke's project, development of the area is expected to progress. The Meridian Comprehensive Plan recommends a mixed use (commercial/office/industrial) type of land use along the Overland Road corridor and a single family residential use south of Overland Road. been submitted requesting an R-8 designation for the single family lots. R-8 zoning in The current zoning on the Sun Dance site is RT. A rezoning application has this development will result in an average density of 3.0 units per acre. The local traffic analysis zones (TAZ's) within the study area surrounding the Sun Dance Subdivision are listed in Table 1. It is the buildout of these zones that will most influence the traffic loading of the adjacent roadways. Prepared by Dobie Engineering, Inc. 1 • • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 3 fl it Table 1 Household and Emplovment Proiections (1993 Demographic Report, APA) Traffic 1990 (Exist) 2000 2015 Zone Households EmDlovees Households EmDlovees Households 284 113 28 122 39 506 285 73 28 203 46 1335 286 61 15 72 20 198 287 87 614 501 736 1017 293 93 30 114 61 361 Total 427 715 1012 902 3417 EmDlovees 55 65 29 1052 126 1327 Note: (1) Sun Dance Subdivision is located in Zone 286. (2) Employment data includes both retail and non-retail. It was assumed in these growth projections that very little development would occur in the study area between 1990 and 2000. Only TAZ 287, which includes Meridian Greens and Sportsman Pointe, was expected to develop. The data further implies that a small employment expansion was envisioned for the study area during that period. With the extension of municipal sewer and the commercial activities at the interchange a more intensive short term growth rate should now be anticipated. In the long term (2000 to 2015) the residential projections for TAZ 285 and 287 seem appropriate. However, a buildout of TAZ 286 and a much higher employment Prepared by Dobie Engineering, Inc. I1 1 1 • • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 4 base should be considered for TAZ 284 and the adjacent zones surrounding the Eagle interchange. For the purpose of this traffic study, the following growth assumptions were used: 1. By the year 2000, Traffic Zone 286 will develop to include the Sun Dance Subdivision (300 lots) plus an additional 400 lots in the proposed Highlands Ranch and Los Alamitos subdivisions south of Sun Dance. 2. By the year 2015, TAZ 286 south of Overland Road will build out with a total of 1400 residential units. All other TAZ's will develop according to APA projections. 3. TAZ 286 north of Overland Road and TAZ 284 will develop with office and industrial uses. An employment base of 500 workers was assumed for these zones. 4. Background traffic will increase at a 5% annual rate between 1995 and 2000 and at a 2% annual rate between 2000 and 2105, in addition to the assumed buildout of the study area listed above. Prepared by Dobie Engineering, Inc. 1 • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 5 PROJECTED TRAFFIC Existing Traffic and Circulation Overland Road is a substandard minor arterial distributing distributing area traffic to the principal arterials at Eagle Road and Meridian Road. It is currently a two lane road with a 28 ft. paved surface. The posted speed limit is 50 mph. The adjacent segment of Overland Road is not included in the APA 2010 Transportation Plan, but is included in the ACHD Capital Improvement Plan as a future candidate for widening. South Eagle Road is a standard minor arterial south of Overland Road with a 1 1 1 posted speed limit of 50 mph. Eagle Road is not programmed for widening in any of the system improvement plans. The Overland/Eagle Road intersection has atwo-phase actuated signal and is improved with 5 lanes on the north approach and 3 lanes on all other approaches. In 1991 and 1992 traffic counts were made by ACRD staff and supplemented by recent peak hour counts taken by Dobie Engineering, Inc. Figures 2 and 3 contain recent peak hour turning movement counts for the Eagle/Overland intersection. Existing traffic volumes on the area roads are presented in Table 2. Prepared by Dobie Engineering, Inc. 1 • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 6 Table 2 Existin4 Traffic Volumes 0 ~i Location: Overland Road East of Eagle Road Overland Road West of Eagle Road Eagle Road North of Overland Eagle Road South of Overland Vehicles per Dav: 5,800 6,000 8,000 4,000 Prepared by Dobie Engineering, Inc. • • SUN DANCE SUBDIVISION LOCATION: Eagle Road and Overland Road CONDITION: Existing Conditions (1994) DATE: .tune 8, 1994 AM PEAK HOUR (7:00-9:OOam) EAGLE ROAD 299 57 104 '~, I 138 i i 57 I~ 569 ~ 223 ----^ 413 184 ----> 6 - --v IOVERLAND ROAD FILE: EAGLE ROAD Source: Dobie Engineering, Inc. 6 104 8 118 895 379 596 FIGURE 2 N ^ I I 223 242 131 OVERLAND ROAD "---- 131 <~ 84 223 v---- 8 < 549 I ^ 138 I I 184 326 I I > 4 I I 15 I 242 4 261 SUN DANCE SUBDIVISION LOCATION: Eagle Road and Overland Road CONDITION: Existing Conditions (1994) DATE: .tune 8, 1994 PM PEAK HOUR (4:00-6:OOpam) EAGLE ROAD FIGURE 3 N ^ I 781 I 436 122 196 I 118 I I I I I 122 609 102 --- ^ 257 135 --•-> 20 -- --v 20 196 13 (OVERLAND ROAD 229 394 FILE: EAGLE ROAD Source: Dobi~ 345 102 147 96 OVERLAND ROAD ^---- 96 <---- 218 327 v---- 13 < 586 I ^ 118 I i 135 259 i I > 6 I 12 I 147 6 165 ~ ! SUN DANCE SUBDIVISION TRAFFIC STUDY Page 7 Trip Generation The following trip rates for the proposed land uses are recommended in the latest edition of the ITE Trio Generation Manual (Fifth Edition): Table 3 Trig Generation Rates Occurance (aer unit) Weekday End Trips Peak AM Hour Enter Exit Peak PM Hour Enter Exit Residential Elementary School Sinole Family Units (ner school) 9.55 1.02 0.7 0.15 (26%) (70%) (74%) (30%) 1.0 0.03 (65%) (36%) (35%) (64%) Prepared by Dobk Engineering, Inc. • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 8 Future traffic at full buildout of the Sun Dance Subdivision and elementary w 1 1 school was estimated. A summary is shown in Table 4. Table 4 Site-Generated Traffic (Rounded) Subdivision: No. Units New Trios/Dav PM Trios AM TriDS Sun Dance 300 2,865 300 210 School Site 600 students 610 90 20 Total 3,475 390 230 Shown in Table 5 are the current estimates of future arterial traffic volumes projected in the current APA transportation model for the major roads in the study area. Table 5 APA Traft•ic Projections (Average Daily Traffic) Street: Yr. 2000 Yr. 2015 Overland Road East of Eagle Road 7,100 14,600 Overland Road West of Eagle Road 7,700 10,000 Eagle Road North of Overland Road 14,000 17,700 Eagle Road South of Overland Road 5,200 6,900 Prepared by Dobie Engineering, Inc. 1 1 1 U ~I 0 A • • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 9 In light of the proposed sewer extension and land use changes in the area, which were previously discussed, higher traffic volumes appear likely. Presented in Table 6 is a recalculation of the arterial traffic with the volumes adjusted to reflect the most current assumptions for residential growth and employment in the local study area. Table 6 Revised Trafi'ic Projections (Average Daily Traffic) Street: Yr. 2000 Yr. 2015 Overland Road East of Eagle Road 8,500 14,600 Overland Road West of Eagle Road 10,500 14,000 Eagle Road North of Overland Road 15,000 22,000 Eagle Road South of Overland Road 7,400 15,000 Proparod by Dobie Engineering, Inc. w i ~I • • SUN DANCE SU DIVISION TRAFFIC STUDY Page 10 Trip Distribution The subject property is located south of I-84 in the Meridian Planning Area, and the majority of the primary attractions (school, shopping, employment) are located to the north and east. Similarly, access to the Boise metropolitan area and access to Interstate Highway 84 are to the east. This geographic setting would suggest that PM trips would arrive from the east to access residential dwellings from the project entrances on Overland Road. The traffic distribution patterns at the Eagle/Overland intersection and the A 1 1 Sportsman Pointe Subdivision (BeII.Walker Study, 1992) were used to allocate traffic to the available turning movements at the Sun Dance Subdivision entrance. The assumed peak hour trip distribution is shown in Table 6. Table 6 Peak Hour Tria Distribution (°~ of PH Trias) TriDS Out Trias In East West East West AM Peak Hour 60°~ 40°~ 60% 40°~ PM Peak Hour 60% 40% 60% 40% Propered by Doble Engineering, Inc. i~ L fl 1 1 1 • • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 11 Future trips resulting from development of the Sun Dance Subdivision were estimated and allocated to the local streets. Shown in Figure 4 are the probable daily traffic volumes on the Sun Dance streets at full buildout of the project. Figures 5 and 6, which follow, illustrate the turning movements at the Red Cloud Way and Apache Way intersections with Overland Road for the Peak Hour periods in the years 2000 and 2015. Prepared by Dobk Eng(neering, Inc. FIGURE 4 SUN DANCE SUBDIVISION AVERAGE DAILY TRAFFIC -- ! ' ~ I ° ~` , wOLF CREEK STREET r ZOO - 1 ~ ZOO - • ; 9~~ , ~ • ; ,F 1 t F O ~ t o~ ~~~ `t a ~ ~ t O~ ~ ` , 1 PARK ~ ZOO - CHICKASAW STREET p Y •t ~ Q J ~ ~ m ~ ~Q W 2 t ; Q t Q < •~ m ~ ~ EET t ~. a EAGLE CHIEF SIR X tt c - 3~0 -' i t ~ ~ t ~ ~R ~ 1 L , o I ° 300 - i , ~ . , a oR I 1 0' PRPP PN ` ~ t o / n~0 ADO y/~~~FS O' `~ ` ~ ~ off' c~` O ` ~ ~ ~ °r ,~ ~. ~ ,- . wr Troific Study Prt3pored By. Sri 1. t''' .~ t ~t ^`~ I V Ch'0 / ~r < ~ 3 p X150 - I 00 ; I °o 0 SMOKY HILL S111Af300 - , ~ 300 - ~ > ~ I o U ' `° ~~ FUTURE PARK i W AND SCHOOL O ~ N ~~~ ~.~~~~~.~~~~ O A ~'. DOBIE ENGINEERING, INC. 777 H~orthstona Dr. Boitu. ID 83702 345-3290 C i~ 0 i_ 1 1 J 1 FIGURE 5 SUN DANCE SU6DIVISION TRAFFIC STUDY OVERLAND ROAD 300 (450) 700 (1000) t ~ 3 3 W ~Z ~8 ° W A.M. PEAK HOUR YEAR 2000 TRAFFIC YEAR (2015) TRAFFIC Traffic Study Prepared By. ~~ ~ DOBIE ENGINEERING, INC. 777 Hearthstone Dr. Boise, ID 83702 345-3290 ii L 0 n 0 C Il FIGURE 6 SUN DANCE SUBDIVISION TRAFFIC STUDY OVERLAND ROAD ~~ 650 (950) 450 (650) ~ 3 3 W 10 15 ~ Oa0 N ~ ^ ~ 15 25 t~ O W d' P.M. PEAK HOUR YEAR 2000 TRAFFIC YEAR (2015) TRAFFIC Traffic Study Prepared By. DOBIE ENGINEERING, INC. 777 Hearthstone Dr. Boise. ID 83702 345-3290 • • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 12 CAPACITY ANALYSIS -LEVEL OF SERVICE Project Entrances ' The peak hour volumes and turning movements at the intersections accessed by this devlopment are illustrated in Figures 5 and 6 for the AM and PM Peak Hours. These traffic conditions were analyzed to determine capacity limitations and areas of concern. ' Presented in Table 7 are the findings of a level of service (LOS) analysis for the entrances during these Peak Hour periods. Appendix A contains the calculations. Table 7 LOS Analysis at Proiect Entrances (Unsignalized Intersection) Left Tum in Left Turn Out From Main Road From Side Street 2000 Level of Service AM PM AM PM Red Cloud Way A A D E Apache Way A A D D 2020 Level of Service Red Cloud Way B B E F ' Apache Way A A E E Prepared by Dobie Engineering, Inc. • • SUN DANCE SUBDIVISION TRAFFIC STUDY Page 16 Roadways A capacity analysis of the arterial roadway sections in the vicinity of Sun Dance Subdivision is presented in Table 9. This analysis assumes a lane capacity of 550 VPH on Overland Road (Suburban/Substandard/50 MPH/No Parking). (Source: ACHD-CIP) Table 9 Roadway Capacity Level of Service Analysis PM Peak Overland Road # Lanes_ VPH V/C LOS Year 2000 2 1040 .95 D/E Year 2000 3 1050 .64 A/B Year 2015 3 1400 .85 C/D With the addition of a center left-turn lane, Overland Road will have the capacity to support the buildout of the study area and site traffic from the Sun Dance Subdivision. By the year 2015 Overland Road will approach the capacity of a three-lane road according to projections and additional lanes may be required. Preparod by Dobie Engineering, Inc. L ~ c . ., •' ,, ., .~ t .~~ t •ewc r . ,or 1 t Y'~ .~ ~ ADT ~ AVERAGE DAILY TRAFFIC Pr T ff St d red e et 1 ra ic u y e po y. , FIGURE 7 SUN DANCE SUBDIVISION OVERLAND ROAD ALT. SITE PLAN ---------------- ~---------------T-------------- 0 0 o ~ WOLF CREEK STREET ~ ' ~' 1 ~ ~ t , ~t ~ • ~ 9Gq a F e t O,p U t < < , ~ 1 ~~,400 _~HICKASAW STREET e ~ PARK < ~ ~ m ~ >Q t 3 t ~ 6 ~; m 400 ~ ~ •t r p Y ~ 50 t 3 ~ F STREET ~ EAG1-E CH E 0 ~ t "AiV v ~ i , lE' p,Q w° ~ t ° ~ I ° 300 ~- oR• ~ PNO I ~ ~ PRA i app I ~2 ~ F ~ ~o ~ y/~~FS ~ ` ` ~ °R,~ pp ` o ~ ~t ~~ i3`O ` i ab N ~ ° °rr ~ ~ ` c~0 T9/C ~ G7 A 0: DOBIE ENGINEERING, INC. 777 Hearthstone Dr. Boise, ID 87702 345-3290 s ~~ 0 3 ` - pp ~ I °o 0 SMOKY HILL STREET ~ 3OO ~ , ~ 3OO ~ ~ 1 I a O ~ ~ ~ I urT~ ~_ , ; CC~K' ''~ FUTURE PARK I AND SCHOOL O ~ O ~ " ------~ ~ ~ 1"`CATION:RED CLOUD WAY & OVERLAND RD. ~NAME:SUN DANCE SUBDIVISION ----------------------------------------------------------------------------- ~IHOURLY VOLUMES ^ N Major street:OVERLAND RD. VOLUMES IN PCPH 1 <---V5--- 350 ade 800---V2---> v---V4--- 36 0~ 24---V3---v N= 1 Ipa~c~of Counts 2015. V7 V9 X STOP Period: ~ ~ YIELD 1 50 80 pproach Speed: Minor Street: Grade 50 RED CLOUD WAY 0$ HF: .9 N= 2 opulation: 100000 ---V3---v v---V4--- 40 _________ V7 V9 55 188 OLUME ADJUSTMENTS Movement no. ~ 2 ~ 3 ~ 4 ~ 5 ~ 7 ~ 9 ------------------------------------------------------------------------------- ~olume (vph) ~ 800 ~ 24 ~ 36 ~ 350 ~ 50 ~ 80 ----------------------------------------------------------------------------- Vol(pcph),see Table 10.1~XXXXXXXX~XXXXXXXX~ 40 (XXXXXXXX~ 55 ~ 88 _EP 1 RT From Minor Street ~ > V9 onflicting Flows, Vc 1/2 V3+V2= 12 + 800 = 812 vph(Vc9) ritical Gap, Tc Tc= 6.5 secs (Tab.10.2) otential Capacity, Cp Cp9= 305 pcph (Fig.10.3) Actual Capacity, Cm Cm9=Cp9= 305 pcph ~TEP 2 LT From Major Street ~ v-- V4 conflicting Flows, Vc V3+V2= 24 + 800 = 824 vph(Vc4) ritical Gap, Tc Tc= 5.5 secs Tab 10 2 Potential Capacity, Cp Cp4= 413 pcph (Fig.10.3) of Cp utilized and Impedance Factor (V4/Cp4)x100= 9.7~ P4= .94 ctual Capacity, Cm (F1g.10 5) Cm4=Cp4= 413 pcph STEP 3 LT From Minor Street - ----------------- ~ <-\ V7 ------------------- ------------- ---- ----------- ---- ----------------- - onflicting Flows, Vc 1/2 V3+V2+V5+V4= 12 + 800 + 350 + 36 = 1198 vph(Vc7) ritical Gap, Tc Tc= 8 secs (Tab.10.2) otential Capacity, Cp Cp7= 90 pcph (Fig.10.3) ctual Capacity, Cm Cm7=Cp7xP4= 90 x .94 = 85 pcph LANE CAPACITY SH = (V7+V9)/((V7/Cm7)+(V9/Cm9)) if lane is shared CR CR LOS LOS OVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V) (CSH-V) CM CSH 7 55 85 30 E 9 88 305 217 C 4 40 4i3 3~3 8 ~ • • ' LOCATION:RED CLOUD WAY & OVERLAND RD. ~NAME:SUN DANCE SUBDIVISION ------------------------------------------------------------------------------- URLY VOLUMES VOLUMES IN PCPH ' N Major street:OVERLAND RD. N= 1 <---V5--- 250 -----------------------<---V5 --___-- Grade 600---V2---> v---V4--- 36 ---V2---> v---V4--- 40 0$ 24---V3---v N= 1 ---V3---v H-~pf Counts.== __________ _________________ _______-- '~ 200.0 V7 V9 X STOP V7 V9 m Period: ~ ( YIELD 'AM 50 80 55 188 'Approach Speed: Minor Street: Grade 50 RED CLOUD WAY 0$ PHF: .9 N= 2 ' Population: 100000 --------------------------------------------------- VOLUME ADJUSTMENTS ------------------------------------------------------------------------------- Movement no. ( 2 ~ 3 ( 4 ~ 5 ~ 7 ~ 9 ------------------------------------------------------------------------------- Volume (vph) ~ 600 ~ 24 ( 36 ~ 250 ~ 50 ~ 80 ----------------------------------------------------------------------------- Vol(pcph),see Table 10.1~XXXXXXXX~XXXXXXXX~ 40 ~XXXXXXXX~ 55 ~ 88 ''~FP-1-_-RT-From-Minor-Street___________I=====_____=~=~=V9=====______~________ Conflicting Flows, Vc 1/2 V3+V2= 12 + 600 = 612 vph(Vc9) Critical Gap, Tc Tc= 6.5 secs (Tab.10.2) 'Potential Capacity, Cp Cp9= 413 pcph (Fig.10.3) Actual Capacity, Cm Cm9=Cp9= 413 pcph ------------------------------------------------------------- ------------ STEP 2 LT From Major Street ~ v-- V4 Conflicting Flows, Vc V3+V2- 24 + 600 624 vph(Vc4) Critical Gap, Tc Tc= 5.5 secs (Tab.10.2) 'Potential Capacity, Cp Cp4= 534 pcph (Fig.10.3) ~ of Cp utilized and Impedance Factor (V4/Cp4)x100= 7.5$ P4= .96 ctual Capacity, Cm F1 10 5 Cm4=Cp4= 534 pcph ( ~g• ) ----------------------- TEP 3 LT From Minor Street ~ <-~ V7 ---------------- ----------------------------------------------------------- ------------------------------------------------------------- ~onflicting Flows, Vc 1/2 V3+V2+V5+V4= 12 + 600 + 250 + 36 = 898 vph(Vc7) Critical Gap, Tc Tc= 8 secs (Tab.10.2) otential Capacity, Cp Cp7= 171 pcph (Fig.10.3) ~ctual Capacity, Cm Cm7=Cp7xP4= 171 x .96 = 164 pcph SHARED LANE CAPACITY SH = (V7+V9)/((V7/Cm7)+(V9/Cm9)) if lane is shared ' CR CR LOS LOS ] .EMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V) (CSH-V) CM CSH ------------------------------------ -------------55---------164------- -------------109------------------------- ---------------------------------D ------- 7 9 88 413 325 g ' 4 40 534 494 p~ ~ • • "`CATION:RED CLOUD WAY & OVERLAND RD. ~NAME:SUN DANCE SUBDIVISION ----------------------------------------------------------------------------- HOURLY VOLUMES ^ N Major street:OVERLAND RD. -------------------------------------- ' N= 1 <---V5--- 630 Grade 420---V2---> v---V4--- 120 0~ 80---V3---v N= 1 ' Date of Counts: 200D V7 V9 X STOP T-Period: ~ ( YIELD 'PM ~ 50 75 Approach Speed: Minor Street: Grade 50 RED CLOUD WAY 0$ PHF: .9 N= 2 Population: 100000 VOLUMES IN PCPH ---V2---> v---V4--- 132 ---V3---v _________________ _______-- V7 V9 55 183 VOLUME ADJUSTMENTS ---------------------------------------------------------------------- Movement no. ~ 2 ~ 3 ~ 4 ~ 5 ( 7 ~ 9 ------------------------------------------------------------------------------- ,Volume (vph) ~---420--~----80 ~ 120 ~ 630 ~ 50 ~----75--~ - ------------------------ ------------------------------- Vol(pcph),see Table 10.1~XXXXXXXX~XXXXXXXX~ 132 IXXXXXXXX~ 55 ~ 83 ~~EP 1 RT From Minor Street /-> V9 Conflicting Flows, Vc 1/2 V3+V2= 40 + 420 = 460 vph(Vc9) 1Critical Gap, Tc Tc= 6.5 secs (Tab.10.2) Potential Capacity, Cp Cp9= 518 pcph (Fig.10.3) Actual Capacity, Cm Cm9=Cp9= 518 pcph --------------------------------------- ------------------------------- --- ---- STEP 2 LT From Major Street ~ v-- V4 Conflicting Flows, Vc V3+V2= 80 + 420 = 500 vph(Vc4) 'Critical Gap, Tc Tc= 5.5 secs (Tab.10.2) Potential Capacity, Cp Cp4= 625 pcph (Fig.10.3) ~ of Cp utilized and Impedance Factor Actual Capacity, Cm ---(Fig_10_5)--- (V4/Cp4)x100= 21.1 P4= .85 --Cm4=Cp4=--625-pcph----------- STEP 3 LT From Minor Street ~ <-\ V7 ' Conflicting Flows, Vc 1/2 V3+V2+V5+V4= Critical Gap, Tc. 'Potential Capacity, Cp Actual Capacity, Cm 40 + 420 + 630 Tc= 8 secs Cp7= 89 pcph Cm7=Cp7xP4= 89 + 120 = 1210 vph(Vc7) (Tab.10.2) (Fig.10.3) x .85 = 76 pcph ,SHARED LANE CAPACITY SH (V7+V9)/((V7/Cm7)+(V9/Cm9)) if lane is shared CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V). (CSH-V) CM CSH 7 55 76 21 E 9 83 518 435 A ' ~{ i3Z ~ZS 4~3 ~ IT~ICATION:APACHE 'HOURLY VOLUMES • • WAY & OVERLAND RD. ~NAME:SUN DANCE SUBDIVISION ^ I VOLUMES IN PCPH N Major street:OVERLAND RD. 1 <---V5--- 250 -_ <---V5--- Grade 600---V2---> v---V4--- 6 ---V2---> v---V4--- 7 0$ 4---V3---V N= 1 ---V3---V < ----------------- > ---------- ---------- ----------------- _________ ----------------- ,Date of Counts 2000 V7 V9 X STOP V7 V9 Time Period: ~ ~ YIELD 'AM 12 18 13 20 Approach Speed: Minor Street: Grade 50 APACHE WAY 0~ 'PHF: .9 N= 2 Population: 100000 VOLUME ADJUSTMENTS t ----- -------------------------------------- ----------------------- Movement no. ------------- ~ 2 ~ 3 ~ 4 ~ 5 ~ 7 ~ 9 Volume (Vph)----------- -~---600--~-----4- -~-----6--~---250--~----12--~----18--~ Vol(pcph),see Table 10.1~XXXXXXXX~XXXXXXXX~ 7 ~XXXXXXXX~ 13 ~ 20 ---------=====W---== i ' =_________~ ___________/-> V9 nor _~EP 1 RT From M Street ----------------------- Conflicting Flows, Vc ------------------ 1/2 V3+V2= 2 + 600 = 602 vph(Vc9) 'Critical Gap, Tc Tc= 6.5 secs (Tab.10.2) Potential Capacity, Cp Cp9= 419 pcph (Fig.10.3) Actual Capacity, Cm Cm9=Cp9= 419 pcph STEP 2 LT From Major Street ~ v-- V4 --------------------------------- Conflicting Flows, Vc V3+V2= 4 + 600 = 604 Vph(Vc4) , Critical Gap, Tc Tc= 5.5 secs (Tab.10.2) Potential Capacity, Cp Cp4= 547 pcph (Fig.10.3) ~ of Cp utilized and Impedance Factor (V4/Cp4)x100= 1.3~ P4= .99 'Actual Capacity, Cm________(Fig_10.5) _Cm4=Cp4=_ -547_ pcph__--________ STEP 3 LT From Minor Street ~ <-\ V7 , Conflicting Flows, Vc 1/2 V3+V2+V5+V4= 2 + 600 + 250 + 6 = 858 Vph(Vc7) ritical Gap, Tc Tc= 8 secs (Tab.10.2) 'Potential Capacity, Cp Cp7= 185 pcph (Fig.10.3) Actual Capacity, Cm Cm7=Cp7xP4= 185 x .99 = 183 pcph SHARED LANE CAPACITY SH = (V7+V9)/((V7/Cm7)+(V9/Cm9)) if lane is shared CR CR LOS LOS ~OVEMENT V(PCPH) CM(PCPH) (CSH_V) (CM_V)_ CSH(PCPH) _-CM___-CSH- ---- --_- 7 13 -- 183 __ __ -_-- -- 170 D 9 20 419 399 B `k 7 5`E"7 Sao ~ • ~''CATION:APACHE WAY & OVERLAND RD. ------- ~NAME:SUN DANCE SUBDIVISION ----------------------------------- --------------------- OURLY VOLUMES ---------- VOLUMES IN PCPH ~ N Mayor street:OVERLAND RD. _ 1 ~ <---V5--- 630 <---V5--- ---V2---> v---V4--- 28 rade 420---V2---> v---V4--- 25 0~ 15---V3---v N= 1 ---V3---v Date of Counts 2000 V7 V9 X STOP V7 V9 Time Period: ~ ~ YIELD 'pM 10 15 11 17 Approach Speed: Minor Street: Grade 50 APACHE WAY 0$ ,PHF: .9 N= 2 Population: 100000 VOLUME ADJUSTMENTS Movement no. ~ 2 ~ 3 ( 4 ( 5 ~ 7 ~ 9 ------------------------------ ----------------------- olume (vph) ----------------- ~ 420 ~ 15 --------- ~ 25 ~ 630 ~ 10 ~ 15 Vol(pcph),see Table 10.1~XXXXXXXX~XXXXXXXX~ 28 ~XXXXXXXXI 11 ~ 17 _--_-_______~______ '_~EP 1 RT From Minor Street --_-----_- ~----_-_--_-/-> V9 Conflicting Flows, Vc 1/2 V3+V2= 8 + 420 = 428 vph(Vc9) 'Critical Gap, Tc Tc= 6.5 secs (Tab.10.2) Potential Capacity, Cp Cp9= 540 pcph (Fig.10.3) Actual Capacity, Cm Cm9=Cp9= 540 pcph -_---____- _____________________ ---_-_--__- 'STEP 2 LT From Major Street v-- V4 ~ ---------------------- Conflicting Flows, Vc ------------------ -- V3+V2= 15 + 420 = 435 vph(Vc4) 'Critical Gap, Tc Tc= 5.5 secs (Tab.10.2) Potential Capacity, Cp Cp4= 674 pcph (Fig.10.3) ~ of Cp utilized and Impedance Factor Actual Capacity, Cm ___(Fig_10_5)___ (V4/Cp4)x100= 4.2~ P4= .97 __Cm4=Cp4=__674 pcph ---------------------- STEP 3 LT From Minor -------------- Street ~ <-\ V7 ,Conflicting Flows, Vc 1/2 V3+V2+V5+V4= 8 + 420 + 630 + 25 = 1083 vph(Vc7) Critical Gap, Tc Tc= 8 secs (Tab.10.2) 'Potential Capacity, Cp Cp7= 114 pcph (Fig.10.3) Actual Capacity, Cm Cm7=Cp7xP4= 114 x .97 = 111 pcph 'SHARED LANE CAPACITY SH = (V7+V9)/((V7/Cm7)+(V9/Cm9)) if lane is shared CR CR LOS LOS OVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V) (CSH-V) CM CSH =______ ___________________________ _____________________ 7 11 __________________ 111 D __ 100 9 17 540 523 A ' 'T'~CATION:APACHE WAY & OVERLAND RD. INAME:SUN DANCE SUBDIVISION ----------------------------------------------------------------------------- ,HOURLY VOLUMES Major street:OVERLAND RD. N N= 1 ------ <---V5--- 840 'Grade 560---V2---> v---V4--- 25 0$ 15---V3---v N= 1 VOLUMES IN PCPH ---V2---> v---V4--- 28 ---V3---v ------------ ---------- ---------- Date of Counts: 2015 V7 V9 X STOP V7 V9 Time Period: ~ ~ YIELD 'PM 10 15 11 17 Approach Speed: Minor Street: Grade 50 APACHE WAY 0$ 'PHF: .9 N= 2 Population: 100000 VOLUME ADJUSTMENTS ------------------ Movement no. Volume (vph) Vol(pcph),see Tabl _ EP 1 RT From M Conflicting Flows, 'Critical Gap, Tc Potential Capacity Actual Capacity, C ' STEP 2 LT From M Conflicting Flows, Critical Gap, Tc Potential Capacity $ of Cp utilized a 'Actual Capacity, Cm STEP 3 LT From M 'Conflicting Flows, Critical Gap, Tc 'Potential Capacity Actual Capacity, C SHARED LANE CAPACI riOVEMENT V(PCPH 7 2 ~ 3 ~ 4 ~ 5 ~ 7 ~ 9 ~ ------------------------------------------------------------- ---560--~----15--~----25 ~ 840 ~----10 ~ 15 ------- ------------ ------------ e 1o.l~xxxxxxxx~xxxxxxxx~ 28 ~xxxxxxxx~ 11 ~ 17 ~ ---------------- - inor Street ( /-> V9 ----------------------- Vc 1/2 V3+V2= 8 + 560 = 568 vph(Vc9) Tc= 6.5 secs (Tab.10.2) Cp Cp9= 442 pcph (Fig.10.3) m Cm9=Cp9= 442 pcph ajor Street ~ v-- V4 Vc V3+V2= 15 + 560 = 575 vph(Vc4) Tc= 5.5 secs (Tab.10.2) Cp Cp4= 569 pcph (Fig.10.3) nd Impedance Factor (V4/Cp4)x100= 4.9$ P4= .97 -----_---(Fig_10_5)_----Cm4_Cp4=_-569_pcph_-_--_____ inor Street ~ <-\ V7 Vc 1/2 V3+V2+V5+V4= 8 + 560 + 840 + 25 = 1433 vph(Vc7) Tc= 8 secs (Tab.10.2) Cp Cp7= 62 pcph (Fig.10.3) m Cm7=Cp7xP4= 62 x .97 = 60 pcph ------------ TY SH = (V7+V9)/((V7/Cm7)+(V9/Cm9)) if lane is shared CR CR LOS LOS --_-CM(PCPH)----CSH(PCPH)----(CM_V)---(CSH_V)___-CM_--_CSH- 11 60 17 442 23 5~~ 49 E 425 A 5`~ ~ ~ 1 • • ~'~CATION:APACHE WAY & OVERLAND RD. ~NAME:SUN DANCE SUBDIVISION ----------------------------------------------------------------------------- ~OURLY VOLUMES { VOLUMES IN PCPH N i Major street:OVERLAND RD. 1 <---V5--- 350 Grade 800---V2---> v---V4--- 6 ---V2---> v---V4--- 7 0~ 4---V3---v N= 1 ---V3---v __ < > __________ < > _________________ __---__= ate of Counts: ) I 2015 V7 V9 X STOP V7 V9 Time Period: ~ ~ YIELD 12 18 13 20 Approach Speed: Minor Street: Grade 50 APACHE WAY 0$ HF: .9 N= 2 opulation: 100000 OLUME ADJUSTMENTS ------------------------------------ ----------------------- Movement no. ------------------ ~ 2 ~ 3 -- ~ 4 ~ 5 ~ 7 ~ 9 ----------------------- 'Volume (Vph) ------------------ 4 800 ~ ~ -------------------------------------- 12 ~ 18 ~ 350 ~ 6 ~ ---------- - ---- -- ----- -- -- ----- --- - ------------------------- --------- Vol(pcph),see Table 10.1~XXXXXXXX~XXXXXXXX~ 7 ~XXXXXXXX~ 13 ~ 20 _______________ ' ---------- ______ ----------- __EP 1 RT From Minor Street ~ /-> V9 ----------------------- Conflicting Flows, Vc ----- 1/2 V3+V2= 2 + 800 = 802 h Vc9 ~P ( ) 'Critical Gap, Tc Tc= 6.5 secs (Tab.10.2) Potential Capacity, Cp Cp9= 309 pcph (Fig.10.3) Capacity, ~ctual ~ C~9=Cp9===309=p=ph=====______________ - ____ = STEP 2 LT From Major __________________ Street ~ _ v- V4 _______________________________________________________________________________ Conflicting Flows, Vc V3+V2= 4 + 800 804 vph(Vc4) Critical Gap, Tc Tc= 5.5 secs (Tab.10.2) Potential Capacity, Cp Cp4= 423 pcph (Fig.10.3) ~ of Cp utilized and Impedance Factor (V4/Cp4)x100= 1.7~ P4= .99 'P,ctual Capacity, Cm (Fig.10.5) Cm4=Cp4= 423 pcph STEP 3 LT From Minor Street ~ <-\ V7 - - -- - - - - - -------------------- onflicting Flows, Vc ---- -- ----- --- --- ---------------- ------------ 1/2 V3+V2+V5+V4= 2 + 800 + 350 + 6 = 1158 vph(Vc7) ritical Gap, Tc Tc= 8 secs (Tab.10.2) ~otential Capacity, Cp Cp7= 98 pcph (Fig.10.3) Actual Capacity, Cm Cm7=Cp7xP4= 98 x .99 = 97 pcph HARED LANE CAPACITY SH = (V7+V9)/((V7/Cm7)+(V9/Cm9)) if lane is shared CR CR LOS LOS ~OVEMENT V(PCPH) CM CSH- (CSH_V) (CM=V) CSH(PCPH) CM(PCPH) ---- ---- 7 13 ---_ 97 ---- ---- --_ ---- 84 E 9 20 309 289 C ~{ 7 423 4 ~ ~ A ~ ~ ~ *~CATION:APACHE WAY & OVERLAND RD. ~NAME:SUN DANCE SUBDIVISION ----------------------------------------------------------------------------- ~OURLY VOLUMES " N Major street:OVERLAND RD. 'N==i_____________~ _____=<-_-V5-__ 840 Grade 560- -V2- -> v- -V4- 25 0~ 15---V3---v N= 1 VOLUMES IN PCPH ---V2---> v---V4--- 28 ---V3---v < > __________ _________________ _____--__ 'Date of Counts: I I 2015 V7 V9 X STOP V7 V9 Time Period: ~ ~ YIELD 'PM 10 15 11 17 Approach Speed: Mi eet: Grade 50 ACHE W 0$ PHF: .9 N= 1 Population: 10 VOLUME ADJUSTMENTS Movement no. ---------------------- Volume (vph) ---------------------- Vol(pcph),see Table 10 ' EP 1 RT From Minor ---------------------- Conflicting Flows, Vc 'Critical Gap, Tc Potential Capacity, Cp ctual Capacity, Cm 2 ~ 3 ~ 4 ~ 5 ~ 7 ~ 9 ~ --------------------------------------------------------- --~---560--~----15--~----25--~ 840 ~----10 ~ 15 --------- ------------ .l~XXXXXXXX~XXXXXXXX~ 28 ~XXXXXXXX~ 11 ( 17 Street -----_- ~ /-> V9 1/2 V3+V2= 8 + Tc= 6.5 secs Cp9= 442 pcph Cm9=Cp9= 442 560 = 568 Vph(Vc9) (Tab.10.2) (Fig.1o.3) pcph STEP 2 LT From Major Street ~ v-- V4 Conflicting Flows, Vc V3+V2= 15 + 560 = 575 h Vc4 Critical Gap, Tc Tc= 5.5 secs (Tab.10.2) Potential Capacity, Cp Cp4= 569 pcph (Fig.10.3) $ of Cp utilized and Impedance Factor (V4/Cp4)x100= 4.9$ P4= .97 'Actual Capacity, Cm ____(Fig_10.5)_-___Cm4=Cp4=__569_pcph___________ - ------------------------------ STEP 3 LT From Minor Street ~ <-\ V7 'Conflicting Flows, Vc 1/2 V3+V2+V5+V4= N 8 + 560 + 840 + 25 = 1433 Vph(Vc7) Critical Gap, Tc Tc= 8 secs (Tab.10.2) 'Potential Capacity, Cp Cp7= 62 pcph (Fig.10.3) Actual Capacity, Cm Cm7=Cp7xP4= 62 x .97 = 60 pcph 'SHARED LANE CAPACITY SH = (V7+V9)/((V7/Cm7)+(V9/Cm9)) if lane is shared CR CR LOS LOS '~_~JVEMENT V(PCPH) (CM=V) CSH(PCPH) CM(PCPH) (CSH_V) CM CSH _~_ _--- ___ 7 11 _- -_-_ _--_ - 60 126 49 -__ _ 98 - ---- E E 9 17 442 126 425 98 A E ' ~{ 2g 5~°~ 5~+ I 14