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Home My WebLink AboutSagewood Subdivision AZ, PP AppMAYOR Tammy de r CITY COUNCIL MEM13ERS Keith it Joseph W. Borton Charles a Rountree Shaw Wardle 09 DEPARTMENTSCITY CityAttorney/HR 703 Main Street 898-5506 (City r 5503 Fax 723 Fire 540 E. Franklin Road 888-1234 / fax 0390 Parks & Recreation 11 W Bower Street 3579 fax 5501 Planning 660 E. Watertower Lane Suite 202 884-5533 / fax 4 Police 1401 E. Watertower Dane 888 / fax846-7366 rt Public r 660 E. Watertower Lane Suite 200 5500 / fax 9551 Building 660 E. Watertower Lane Baits 150 2211 / fax887-1297 Wastewater 3401 N. Ten Mile -2191 fax884-0744 Water 2235 N.W. 8th Street 888-5242 / fax 884-1-7159 10 W TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: Dec. 28, 2006 Transmittal Date: Nov. 13, 2006 File No.: AZ 06-0581 PP 06-057 Hearing Date: January 4, 2007 Request: Annexation and Zoning of 38.01 acres from RUT to R-8 zone and Preliminary Plat approval of 115 single family residential building lots and 6 common/other lots on 38.01 acres in a proposed R-8 zone for Sagewood Subdivision. By: M & H Development, LLC Location of Property or Project: 4435 S. erid is n Road David Zarem ba (no FP) David Moe (no FP) rd Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Keith Borup (No FP) Tammy de Weerd, Mayor Charlie Rountree, CIC Joe Borton, CIC Keith Bird, CIC Shaun Wardle, CIC Water Department Sewer Department Sanitary Servlces(No VAR, VAC, FP) Building Department / Rich Greene Fire Department Police Department City Atto m ey City Engineer City Planner Parks Department Your Concise Remarks: Meridian School District (No FP) Meridian Post Offlce(FP/PP only) x Ada County Highway District Ada County Development Services Central District Health Nampa' Meridian I rrig. District Settlers•lrrig. District Idaho Power Co. (FP,PP,CUP) Qwest (FP/PP only) Intermountain Gas (FP/PP only) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Meridian Development Corp. Historical Preservation Comm. CiTYHALL 33 EAST IDAHoAVENUE MERIDIAN, IDAHo 83642 (208) 888-4433 CITY CLE18FINANCEFINANCE& UTILITY IL.LI FAX 1 I ' OFF[ . .FAX J Printed on recycled paper Planning Department S SION & COUNCIL REVIEW M{i Type of Review Requested (check all that apply) ❑. Alternative Compliance 0 Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit ❑ Conditional Use Permit Modification ❑ Design Review ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development El Preliminary Plat ❑ Private Street ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) 0 Variance ❑ Other APPLICATION Applicant Worm ion Applicant name: M & H Develo ment LLC Phone: (2081939-8466 Applicant address: ,, 291 E. Shore Drive, Suite 200, Eagle, Idaho _.__.,.._. _ Zip: 83616 Applicant's interest in property: Q Own ❑ Rent ❑ Optioned ❑ Other, Owner name: David S. and Doris A. Frost Trust Phone: NIA Owner address: 2810 N. Lanewood Road Ea le Idaho ,Zip: 83616 Agent name (e.g., aztj�tect, engineer, developer, representative): Planner Becky McKa Firm name: En ineerin Solutions LLP Phone: . _ . _(2�893 8-4980 Address: 150 E. Aikens Street Suite B Ea le Idaho Zip: 83616 Primary contact is: ❑ Applicant ❑ Owner E1 Agent ❑ Other I IRIS Contact name: Becky McKAY Phone: 8).938-0980 E-mail: . i !,Fax: (L08) 938-0941 Subject Property Information Location/street address: 44=V S. Meridian Road Assessor's parcel numhWs): S1225417300 Township, range, section: - - T.3N., R.1 W. Section 25tal acreage: 38.01 Current land use: Vacant Itment zoning district: 660 E. Watertower Lane Suite 202 *j Meridian, Idaho 83642 .One: (208) 884-5533 • Fogsimile: (:08) 888-6854 . Websitt: www.merldiancity.org 1 Project Defeription Project/subdivision name: �_-Sa ewg d Subdivision General description of proposed project/request: Annexation and zo -0 of 38.01 acres to R-8 with a preliminga fat of 115 sW&-family residential lots and request for variance to exceed the maximum block len Proposed zoning districts): . Acres of each zone proposed: 38.01 acres to R-8 Type of use proposed (check all that apply): El Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Ten -foot -wide multi -use pathway, -gazebo and concrete atio. 2.4 acres of aoen stiace Who will own & maintain the pressurized irrigation system in this development? Sa ewood Homeowners Assoc. Which inigation district does this property lie within? , Boise -Duna Irrigation District Primary irrigation source: Kennedy Lateral.... _ .. _ . _....._ Secondary: City source Square footage of landscaped areas to be irrigated cif primary or secondary point of connection is City water): 212442s.f _ Residential Project Summary (if applicable) NIA Number of residential units: 115 Number of building lots: 115 Number of common and/or other lots: — 6- Z _1_ots will have buildings on them ...gazet&/picnic area and,pumphouse Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: 2 or more Bedrooms: Minimum square footage of structures) (excl. garage): Proposed building height: Minimum property size (s.f): ,_ _5,655- ...........__. Average property size (s.f.): 8.u483 Gross density (Macre-total land): 3.23 Net density (Macre-excludins roads & alleys): 4.22 du/acre Percentage of open space provided: 13.7 ",kcreage of open space: _ _ _ 4.877 Percentage of useable open space: 6.8% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): _ 4.877 acres, mbathways, landscape Type of dwelling(s) proposed: 0 Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity.- Total apacity:Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name:. Applicant signature: Phone: (208) 884-5533 • Facsimile: 'Suite 202 • Meridian, Idaho 83642 (208) 888-6854 • 'Website: www.meridiancit.y.org 2 (Rev.##6) WRITTEN NARRATIVE S GEwOOD SUBDIVISION Sagewood Subdivision is a 35.6 -acre subdivision located approximately one -quarter -mile north of W. Amity Road on the west side of %, Meridian Road. The applicant, M & H Development, LLC, is proposing 115 single-family residential homes on the site. The net density is 4.22 dwelling units/acre, with a gross density of 3.23 dwelling units/age. The usable common area in the project is 2.408 acres, or 6.8% of the site. Incorporated into the design are walking paths and a ten -foot -wide multi -use pathway with area for a gazebo and concrete patio on a common area that exceeds one acre, as well as another neighborhood park with playground equipment which is over 1.35 acres. The applicant is requesting a variance to exceed the maximum block length. Access to Meridian Road is limited due to its designation as a State Highway, and there is a large irrigation ditch adjacent to the property. The granting of the variance would not grant a right or special privileMe that is not otherwise allowed in the district, as the Meridian qty Council has recently granted similar variances. The variance will relieve an undue hardship because of the characteristics of the site. The variance will not be detrimental to the public health, safety and welfare. This property adjoins properties to the northeast that have already been or are currently being developed within the City of Meridian. The request for zoning is R-8, which is consistent with the Meridian Comprehensive Plan Map designation of Medium Density Residential. i a it alp +�w I I ` REAL 49P m0 ' _ N 8 '53i 25■ E 1320.E� • 1 /4 A� ��i�� i� y • 2 330 m 1%�1 � �P' 7� rr 1!s -irs4ps P �V IN � 1 P �, r �a P .s� o 1 W ��' ■ 0 C-4�0 •� oD P w cr) c1#41 �� 1� LL - 0 a4 Lj r V .F LLJ w V a j r Qv 1C140 1 °° a Cal u7 r � 2 r r r � r tOVAL _ S 1/18 N 875 �� I��-1109.66' I ITERID I NNORV rid 23CE 3� -CU&E, TAEL 36.31 CURVE RADIUS DELTA ARC CHORD CHORD BRG Cl 130.00 24' 14'05" 54.99 54.58 N 48006'46L W I c *4 ._ SCALE 1 DATE 10/1A/bf ars SAGE OOD SUBDIVISION PRWDJ6 1127 PROPOSED MERIDIAN ANNEXATION ptleiLa 1 of 1 LOCATED IN THE SE 1/4 OF SECTION 25, T.3N., R.1 W., B.M. MERIDIAN, ADA COWY, IDAHO ENGINEERING SOLUTIONS,, 150 E. AIKENS STREET. SUITE e EAGLE, IDAHO 83616 Phone (208) 938-0980 Fox (208) 538 --Ml F R Fig BF m. r CP- bow"ie W - , roM . ;4J QfIr U-1 WF we I --4dR�� LA9192m-par 1-03- I lw� IV SION NGINEERING 3N, RAW., B.M. 6OLUTIONS LLP 150 E. AIKENS STREET, SjiTE B &AbL�L IDAHO Bftld PWm (2LO) 9* -MW Fm (206) 4 v 7 ri� x _ {R�• as- r -L• - 1 114F�{ 5 r""A 1- ._._ I 1 �.� �. +may ` `} ' G'.]C4I i..�ir-Y+} '•M1; i'i YL 'i.f-W,+.a• Eli {{ •{ u'' . • � :I ,c' � _ r ��!'� g'i•_�wl- Kx,�.t�� `�'.4=� "'�Jr•;x Fs�.tir.4xvk�f,r 1.u1:•h n. � .;:�s'--� �: jo IL r ti+ x r f• F• . N - �•till 1 - '{• I '.: JJ - -4r• �� 3 ' —1999 2 311 �'7 I .fir v •1 .1 1 � 1A J I ylA sl fl: } LOC 10 k' art of S 'P/4 3 ., .1 TS Am& ;I imm*- HARRIS S Tiis • % Sa ood 4Nu diviston Latalaw 4 4a ® a 6 Subawtsion r '�I Lambert Sub-divulon !�E I 'Vtgure 2 - �&Ox- U, - Map Proposed st"te Engineering Solutions: Laidlaw /Sage wood/Lamber t M HARRIS ST • T'tin- IL 1b qb Na VV 4NU dwiston lot CC r ;Z < L AM vi� I TY RD vr.. '0 WHO ILZ MMUM e) A Figu re ZZI i d, i - M-15. I.. wai ONAI i e ap M ;70 a 'diaw/Sage wood/L amber t IlErigineering Solutions: Lai I � } r � 1 ; � E . / r Ilr yy e i �• s i '� w' HARRIS ST "At iwrr wr�wr rr.r_.ww_r.� wa•�wr wrrrw�� sirra�.�arr fir_ - WAR "dr'Jo w lft.6-m _ y", r w t • E � r 1 � t F y I 4rp ' 3 t I r � / i i I . ! 1 � r s i 1 i R r 1 /�'r wa. wM�w rrtr r ww�r www.r w ; i I �w rrywwrr. a��wwtirA_ti:r+ ob w. •� .rwrr r4w.►r�wr�ytirw _w.tiy Mr wti+w.� r LambertSubdivistow, . i z r LJJ i s AMITY RQ �-itl 7pyp �lyii _ • • �� L�.P�[*g. } ��'Mi.hF L� ~',p��r�� ; r r ww.. w r r� .. w w� �r wraw w rF F. CRICK aN.T.S. �� - - . - ire .` r FL CAR I'tra;tft Tom` o r • +0 o osed Effl** Ewv.f,*wft s**m Engineering Solutions: Laidlaw/Sa ewoodlLambert ---- Dag==Snr-,� ELI H-APRI S ST _ }_ 1 • -110 IL db L-W *WAN F low umm ow ~ AV J% T An Latalaw 3uvatvtswn Lu AMI T V) I" p A0' t Map Engineering Solutions: L ai dlaw / Sagewood/L amber iW, . 1 1 1 e s a i 9 a 6 � FRANK,,, IAIJ co e . r V r r 34 161; a . . . . . . . . . . . . . . . . . 9 63 0 a 31 OVERLAND RD 1 . a (\j (30 yx _ — .. - ^ I.ril�i� jY�■ ® �t� fi�r�� .� �y� t a � 00 0 a s ;dH a 1 Yh: P S . ° r a gyr"ti • e 1' j 1 V) W TORY RD 1.6. L-N =' J ,. .. .. ..... .a••..,..r ..... 2 ...'!,L ° a .:1�� . 'A. ,,; G14Yn-ri �YJiltiSl �Sv'::Wi.'J'�•f ... �f.} )y.i' tl d ° . * °er�nr�wrur_�3�~aae iia 1 e _ 0s, 1 3 HARRIS STVi +�'� Sys LTJ a i a a ' -A a � e ■ ► ® y i r j/.M.t� ,�r(f RD 5P300J A r. Ofw ■ s r e a y . c 7� r ; 6 s s s 1 a {� 8y-)00 (11000, C = 1 . 39 - �.........................��,�. ,� e 81 2 9 0 45 182 e 293 r LEGEND .2 12 333 7 i s J'/'�y s a t ti_ 1 a L , 12.3 ' P M LO.....� .°° al! Ln 3 �- PEA o ....s *� DAILY TRAFFIC . e K. C it T S. + mrs rtgure CART rmf2&: i ® K' b"Irm Mein OW JEXIStif Tra!ytc caunts As WN _ _ •M I I�'1gi r Solutions: Laidlaw/ oo / r r� ML L�i�WM�L� VV HARRIS ST GO gewood u dwiston Et ■ Latataw SubdivisionT --` ir Eff ,j "61 mffwjjp� LEGEND - 14 -8-6-1 DAILY TRAFFIC 7A7L Lambert ® IP 0 Sub'dwiston ■ co RUMPEL LN 0 N Figu. re 5 Internal SPte Tra c Iff, I Engineering Solutiorts: Laidlaw/Sagewood/Lambert I � F tg u xe 6, 10" Site ra Dt's'tributo 7-W*57' -7; t J,f, e'Engineering Solutions: Laidlaw/Sagewood/Lamber-T t r FRANKLIN A R 215 345 .... .. . 12 11 lot 37 135 8 15 0 •� 11 i � rn W OVERLA*4D RD f1 45 157 0 19 6 '+ .0 i !'' 1'' 0 cri 0- �` • 116 77 WCTOY R r 0 0 1 5�`0j) .......... 171 1 *--.�+) 4 ar 79 6 6 -,O� 27 96�/ 7 1'►10 ' f+ V H A16 =7V R. sirIS S T AN co cry�Prf: ffe r'= .fid a/'orf f a'Ev {; • o ;1i 'fe % 0.0 •�-�'1�r �P1iPt .. � �a�'f,.�+rP�• F-?jr+!Illi°= { ■... „3'".pAi.�''J•rrirft :a •d'rJ+liiili':: -AMI T Y RD #'t rJ ' .. +r ,. ■ c rVI 01 CP 4 5..... ~/' W10,LAKE HAZEL RD t 90 137s 155 543 73 .: s 477 155 MCI 592 LEGEND 153 56 26 Qo 123 AM PEAK HGUR 123 P6i PEAK HOUR 456 ::DAILY TRAFPI C V) tj :w r MUM Fig u re 7 r � # K-: Build Out's Pplik Hour ra c :r l i '_ / }:• t/mak. f: �. ;.. / i 'Engineering eeg o o a d a /Sage ..A o o d am e rt .4 V File No. -. AZ-06-05� Request.- Annexation and zoning of 38.01 acres from RUT (Ada County) to R-8 zone, by M & H Development, LLC. Location: 443 5 S. Meridian Road (W. side of S. Meridian Rd., 1/4L mile N. of Amity Rd.), 'in the SW IA of Section 29,, TAXP R. IE. File No.: PP -06-057 Request: Request for preliminary plat approval of 115 single-family residential building lots and 6 common/other lots on 38.01 acres in a proposed R-8 zone. File No.: VAR -06-025 Request: Request for a variance to exceed the maximum block length allowed by UDC 11- 6C -3F. moo Ir *, 'J i lal ''r7 L + 1J,6F J _145 0 East Wate rtowe r St }.+ IDAHO i �� r. ,X r ■' - �� P1 z n.+ Suite 150 � ■ �� . � + .� ' SURVEY - ■ F� ., Meridian, Idaho 83642 GROUP *' � � -. Phone (208) 846-8570 _.. - Fax (208) 884-5399 0 lip, Project No. 05-03 5y • Fy y Octobgl 10, 2 06 - _ * Sagewood Subdivision P q. N Annexation Description A parcel of land located in the North 112 of the SE 114 of Section 25, T.3N., R.1W-J B.M., Ada County, Idaho, more particularly described as follows: BEGINNING at the East 114 cornier of said Section 25, from which the Southeast corner of said section bears South 00'04'28" East, 2664.92 feet; • Thence South 00°04'28" East, 1332.46 feet to the South 1116 corner common toIn Section 30 of T.3N., RJE., and the said Section 25; ' Thence along the South line of the NE 114 of the SE 114 North 89'55'02" Nvest, 1109.66 feet; =■ r IF I Thence North 5'26'52" East, 743.45 feet (record 746 feet) to a;point on the E{ extended northeasterly bank of the Tumbler Irrigation Lateral; r. '.I r 'Thence along said northeasterly bank North 60'0 13'49"' West, 49 8.5 9 feet; 7�+ Fy Thence 54.99 feet along the arc of a curve to the right, having a radius of 130.00 rt feet, a central angle of 24'14',D5", and a long chord bearing North 48 °06'46'; West, 54.58 feet F P Thence North 35059344" West, 375.85 feet to a point on the East-West mid- section line (record for the previous three courses is North 5945' West, 529 feet and NgTth 3 5' 15' West, 3 84 feet); ■ Thence along said line North 89°58'40" East, 411.26 feet to the Southwest corner of Meridian Heights No. TSubd.ivision, as same is recorded in Book 62 of Plats at Page 6274, records of Ada County, Idaho; Thence along the South boundary of said subdivision and the South boundary of Meridian Heights No. 1 Subdivision, as same is recorded in Book 27 of Plats at Page 1692, records of Ada County, Idaho, North 89°53'25" East, 1320.40 feet to the Point of g. Contanung 3 8.01 acres, mare or less. Ft I I Ed. � Ft ■ f Fy X- .. L - ��Prepared By: RIJE&. ROVALL� 1� - ■ _ Idaho Survey GroIS u _.. _ r 4 MERDIAN = 1 ■ Fy LIC ■ V Wd WORKS DEFal- ■I ■'' Orofessia_tnar Land Suvrvey,..00s Ry vp 10 6e OF0 Ry N PROJECT: DESCRIPTION: FILE: junk. cgx UNITS: U.S. SURVEY FOOT INSTRUMENT SETUP Instrument point: Backsight point: Backsight Bearing: Remarks: W41!2 �� -3 -W-JUVINEWMI 57r4Gn 7vtie�cx�(rJ Gds �,E Tuesday, October 10,2006 1:46 PM PAGE 1 21 5000.4698 5242.2286 21 5000.4698 5242.2286 N 00000'00" E Distance: 0.014 B-BY459 ` to) 108 9: 1 Qkr� INV 21 20 S 0000412911 E 1332-47 3668-0031 5243-9663 INV 20 6 N 8905510211 W 1109-66 3669-6063 4134-3075 INV 6 7 N 0502615211 E 743-45 4409-6982 4204-8895 INV 7 8 N 6001314911 W 498-59 4657.2558 3772.0994 INVCRV pc->rp 8 9 N 29046111" E 130-00 4770.0994 3836.6464 2401410511 delta (right) 130.00 radius 2.90 Mid Ordinate 54.99 arc length 2.96 External 27.91 tangent 4400412511 Degree of Curve (arc) 54.58 chord 4501412311 Degree of Curve (chord) N 4800614711 W chord bearling rp->pt 9 10 S 5400011611 W 130.00 4693.6955 3731.4683 INV 10 11 N 3505914411 W 375.85 4997.7817 3510-5728 INV 11 12 N 8905814011 E 411.26 4997.9412 3921.8328 INV 12 13 N 8905312511 E 1320.40 5000.4698 5242.2303 Closure Closing line: N 8905312511 E 0.00 from 13 to 21 Latitude W: 0.00 Perimeter: 5846.66 Departure (E): 0.00 Error of Closure: 1:3366548 Area: 1655577.45 Square feet 38.0068 Acres ;T �A AA V. ' " ' r ` _ " 'i }+++4 .gyp. ��}y �� ' 'fit Ir L'i, " �} I }`�• .: a 22 4a N 4, �141 �Rt Ski t _'.fir. �4 +� _ .r 410 dh 2.0 IDAHO_ rtaw+er 5t PP - { , ! J . n r-. Were R i N tA"-suit6 I so ,� _ f W., * _ '' � Meridian ! 832 i�5. �Ff t 5S7 7.w y: Pry . V a Aare aVDfm%pp !] _■� fir. r `.t* ��ii r�� F 2o{�i846-8570 Foe (248) 884-5399 AfEft ect o. a�a'� f `' •._ xt�o or 1 F .. �. I� I ._� ti iii }ti +. ► �i r F'� Subdivision S�. ewo_ '_fit, 1� �• ��' * s rD',! ��2 ;� ; �k, L_ �€ :•: !_ � � �'�� Yr ti� _, L' ".�.`;�* t �. _ .•■_ I t{iri .}: �T _ /A4 � � Jy �+_. A parcel of land loca*c�in the North 112 of the SE 114 of Section 25 T.3N. RAW., B.M., Ada Coun Id.ao more articular) described as follows: Commencing tY� � P y mmencuig at the East %/4 corner of said Section 25, from which the Southeast corner of said section bears South F ".004"28"" East, 2564.92 feat; Thence along the Sotith boundary of ll4eridian Heights No. 1 igubl,division, as same is recorded in Efaok �1 of Plats at Page 16, 2, records of Ada County, ; _r hdaho, out}I ri 89°53'25". W 42.23 feet tothe oIl11T01KGPfiqNG.-F .y� Thence departing said South boundary alo4g the,� westerly right. f-w� ay of S. Meridian Roa Sputh 58"57'38" Eastown, 183.65 feet,_Ill iii_ _ •s• � Thence South 00'04'28" East, 112.58 feet; x -- Whence South 8036"19"" East, 101.12 feet; ta Thence South 00OD4'29" East, 1024.64 feet to apo* uf the South line of the NE 1�4 of the SE _ l4 �' '3:, ' ' '' `• ti z K ,Ylil -,Thence .along said Sou4h line North 89*55102" west, 1039. feet; � 5� fiortheasterly Thence North 5°26'52" East, 743.45 feet (record 74&feet to a oint on the extended.,�' bank of the Tumbler Irrigation. La,;gal; ti� .~�. SFS *� ■ � � air � � f Thence along said northeas. fly bank North 64* 13'49" west, 498.59 few Thence 54.99 feet along the arc of a curve to the right, having a radius of 130.00 feet, a central angle of 24'14'051"2., and a long chord bearin North 48°06'46" west, 54.58 feet- Thence North 3 5 *59'44" West, 375.85 feet to a point on the East --West midsection line (record for the previous freei courses s North-59*45' west, 529 feet and North 35115' West, 384 feet); M -;' Thence along said line North 89°58'40" East, 411.26 fejt to the Southwest corner of Meridian Heights No. � Subdivision, as same is recorded in. k 62 of Plats at Pa a 6274 recordsVf Ada _County Idaho - V4 # 4 ; �° :4 ` hence along the South boundary of said subdivision and the South be Meridian Heights No. 1 Subdivision forth 89°53'25" East, 1078.17 feet to th hQ � Z .W: Ire Beginning Conte 35 60 air,cres more or lesIL l, yif � f7 Professional Land surveyors of said :. T 45A�gEJvao cwsGP.u" PROJECT: Tuesday, October 10■2006 DESCRIPTION: 10:15 AM FILE: JUNK . CGx PAGE 1 UNITS: U.S. SURVEY FOOT INSTRUMENT SETUP Instrument paint: 1 5000.0000 5000.0000 Backsight point: 1 5000.0000 5000.0000 Backsight Bearing: N 00°00'00"jE Distances: 0.40 Remarks: TYPE FROM TO DIRECTION DISTANCE NORTHING EA,STING ------ ----- -_--- IRV 1 2 ---------------- S 58057138" ---------- E --------------- 183.65 ----___------_- 4905.3049 5157.3536 INV 2 3 S 00004128A E 112.58 4792.7250 5157.4999 INV 3 4 S 0803611911 E 101.12 4692 .7434 5172.6301 INV 4 5 S 00004129" E 1024.64 3668.1042 5173.9664 INV 5 6 N 89055102" W 1039.66 3669.6063 4.34.3075 INV 6 7 N 05026152" E 743.45 4409.6982 4204.8895 INV 7 8 1T 6001314911 iff 498.59 4657.2558 3772.0994 INVCRV pc->rp 8 9 N 29046111" E 130.00 4770.0994 3836.6464 2401410511 delta (right) 130.00 radius 2.90 Mid Ordinate 54.99 arc length 2.96 External 27-91 tangent 4400412511 Degree of Curve (arc) 54-58 chord 450141230 Degree of Curve (chord) N 48006147" N chord baring rp-apt 9 10 S 54°00' 16" Wi 130.00 4693-6955 3731.4683 INV 10 11 N 35059144" W 375.85 4997.7817 3510.5728 INV 11 12 N 89058140" E 411.26 4997.9412 3921.8328 INV 12 13 N 89053125" E 1078.17 5000.0059 5000.0008 Closure Closing line: N 07029148" E 0.01 from 13 to 1 Latitude W: 0.01 Perimetera 5623.96 Departure W: 0.00 Error of Closure: 1:947784 Area: 1550980.55 Square feet 35.6056 Acres r� Y, �14 41 THEN RECORDED RWMW To H Axfdhihy 6 AaLaoiALtex 1887 V. River St.. Stm. 108 Boike, Idt.ho 83782 1 ADA COUNp NAE ARRO ER ro, R�E. ID HO 193$ AP -9 PN 4: 24 TRUSTEE'S DEED RECORDED oREQUEST OF FEq;- tLDE _ 98 33085 FOR VALUE RECEIVED, Doris A. Frost, Trustee of the David S. and Doris A. Frost Tri4st U/A dated September 11, 1992, "Grantor", hereby REMISES, RELEASES, QUITCLAIMS and CONVEYS to Doris A. Frost, Trustee of the Decedent's Trust under the David S. and Doris A. Frost Trust U/A dated September 11, 1992, "Grantee", the following described real property situated in Ada County, State of Idaho: Commencing at the Southeast corner of Section 25, Township 3 North, Range 1 Nest of the Boise Meridian, and bearing North 1218.5 feet along the East boundary line of the aforesaid Section 25 to the real point of beginning; thence West 294 feet on a line parallel with the South boundary line of the aforesaid ` Section 25; thence North 115 feet on a line parallel to the aforesaid East boundary line to the intersection of the South boundary line of the Northeast Quarter of the Southeast Quarter of the aforesaid Section 25; thence West 815.6 feet along the South boundary line of the Northeast Quarter of the Southeast Quarter of the aforesaid Section 25; thence North 5 degrees, 20 minutes, East 746 feet to the Northeasterly bank of the Tumbler Irrigation Lateral; thence meandering along the Northeasterly ,,bank of the Tumbler Irrigation Lateral lrth 59 degrees, 45 minutes, West 529 feet and North 35 degrees, 15 minutes, 'West 384 feet to the intersection of the North boundary line of the Southeast Quarter of the afdresaid Section 25; thence East 1734.5 feet along the aforesaid North boundary line to the Northeast corner thereof; thence gouth 1448.5 feet, along the East boundary line of the Southeast Quarter of the aforesaid Section 25 to the real point of TRUSTEE'S DEED -- 1 r. El r� at .■ �'�:.�`�� :et'`-'=IY4V�i{tii?;•� ��'��r#e=k�}i'�:tii5�� u��-�rr�:�',�'��.i�.�S-�i ��ti � �`�-�'��' � .—�� — �. t r •_ 9z bwginning; containing 38.24 acres, 34 acres of which are irrigable land, together with all water rights used in connection with and appurtenant to said irrigable lands, excepting therefrom X11 existing rights of way for roads and ditches. The address of the Grantee to which tax notices may be sent is Doris A. Frost, Trustee, 4435 South Meridian Road, Meridian, Idaho 83542. TO HAVE AND TO HOLD, unto the Grantee,, its successors and assigns forever. DATED: r 1998. 'r 0. R ... .0 Doris A. Frost,. Trustee STATE OF IDAHO } } Ss. Count f County o � } On this da of �-�. y , 1398, before me, the undersigned, a Notary Public in and for said State, personally appeared Doris A. Frost, Trustee of the David S. and Doris A. Frost Trust U/A dated September 11, 1992, known or identified to me to be the person who executed the within instrument and acknowledged th5t she executed the same as such Trustee. IN WITNESS WHEREOF, my official seal, the day TRUSTEE' S' DEED - 2 I have hereunto set my hand and affixed and year first above written No y Public fd ho + Residing at. 2 * - My commission expires: ,0 ,t ct 13 2006 1:15PM Engineering Solutions 208 938 0941 a i A' FID AViT OF LEGAL INTERE§rr 1 X f STATE of mDASo j COUNTY of k & I. G. GM*ry Ha113 Si"rintrad of M & H Mvelo ment, LLC, 291 E. SD�vc, Suite' ta 200.,Irv, $361�, bs�n first duly sworupon, ooh, depose E and ray: R, 1. 'That I am the mord owrmmr of the ProPertY described cift tft atbchft and I gmt my *Mil"im ta: ]Bn nearing S01u4Pn-% LLP, 150 E. A*ens Strut, Suite B, E49W9 IdOw $3616 to submi t thep accompanying licati on(s) perkiping to thato property. 2. I a rope to inAmmm M fy, defend wd bold the Ci of h+ ' ' d. its _ �n m Io ces hartt�iess py franc any olIfim of lid i lity riuWting frarn any d i uta s to t. �ta� herein or a to the oWn- ' is contained p of prbpOty Which b the 9 u t of the applk& on , 3. I hmvby grant Pmrmifaiou to City of Merids' n suff to enter the ect `,, a of S1 _ � oPe faE the p� t"s rQated to processing said appl ir.*iooKt)- Ae lasted thisd�ir � of Y ignaturt) SUB S CR EBED AND SWORN to hafore mc the, day d ywr fitrst a, ve itren . ire yet Ab . � 0 z Fu hLco,rIdahoA*i * Residing at: ■Ij ;P• ■• •• •.■sa .� Commissins Expirm Q � `rte IV ■ 1 k � XUA 13r83Sd1 JH we Be* = i 9002 Et 130 10/0912006 11:25 FAX 208 286 9755 IDAHO INDEPENDENI BANK 90021002 10/06/2904 TMIJ 16:33 F&I 10 034 4 701 ICAMAMIC a df clutts 4NVVAf VU` 0 *11 5'. A1R+111AViT OF L$GAL IIVT6RSbT 10 WATE O! Y Q UNTY OFIA3DA y DorMt ii. Wrr t,jm� Trwww sof David S.► sunk dim A. Truft (aly) &K d* "M u ate, dpi! #Ad am tho std WNW of t �br-A mm- - -1 �, ZY p=imoulfs: � s•� � ■rw w.■ ma (addm") • �a iard "to doftd and bold to civ of mw dhn and its s Wwou. y a or L6y my dbpm m i to the mmms ce ktmard ha�alts 0r t do ray *V&fa t slldwt afft*li"m as o lwi stew emir d%o prop ft ft 1p 8U88CR1$Eb AND SWORN to NOW weft dmy twd }sus �k�b0�1� R!�► 0R OiacKy [dftj opwi IL 0� m 9 0 .Mr IDSOS Document Sent By: IDAHO .E CA F rAR w OF IW E - P110 r -A- 14 :44 Pit; rage t of n, ARTICLES OF GRGANIZA710N FXIED LIMITED LIRBIUTYCOMPANY E10FECriv, (Inslrucfiwnson UadcafaPn) :A�i kOY f 0 u1 1): 09 1 The Hama of the I Iled bM company t • � �s: . . H Developement LLC 2_ Th a str t aid nt t#le init r Skffdfke js- 3533 N. Holl Dr, Eagli,_ ld 83616 and the Hanle of t ices negi$tured agent at tho abov6 addm%!i6a. Gerald re 3� Toe mpoing add Mfor fuUs wrrsspofvden�e fa= 3533 H. t : - 4. Mana guilt of the firri ted y ny w#1 bb (PWM chock Oww" *Nn r(o orMember(s) r If rn8 n8Qe W t A to be i n dWor a man list the r _'W""(4s) arm �r �#` #last om rift rn_ . . if is#o be Uw in the n*mbdr ), f t then (a) and addres'er1 at leml 'ink r Gerald Gr>1177%. r Hall 3533 N, Hall _ e .rid 1 Daw a R.U.A Ch N Drank F i oken x. i y 0. Signioture at at l sponniOle fir tthe bnkb parr cu r � of see -, J Typed N� G . Gr e r Hall JY,��l! Ca per.lnt;enden t Signsiuro ' TOW Nam: �c C , . • L `fOV 08, 200 4 13:22C a Mw ,041� ■ �i V.:llwww,a�ccessidaho.orglpubliclsoslcorplscarch.html?ScriptForm.startstcp= docvicw ScriptForm.star... 10/11/2006 IDSDS Document Page 1 of 1 v �r �' ter. •� r.. . • w •�/ � •M �� "� � - � J�•.I w f� �N •.1w �. -^ J.`h'.!' � 'T •'�'•-0P} 'r'�JL��rr. 'a• p. y. .•.iF.� L♦�• {'_'r�[.A'�}• r► �Y Meir •1 '�• -• •� .+' •� � �� '�' � r - r r No. W 34468 Due no HIMI November ,. 6�. � � � � Annual Faun F �o: r4alliriq Address - Correct In this box. If arplicable 5E ARY OF, ATE le l • WET A M& H EL�MEW LLC E SR 1 6 Pcil Box 1301SE9 10 83720-0081D ",MAGI M. -In saw -A 0 AL� Swag NO FILING FEE IF = } ; Elv 12 9][ DUE DATE IRJ& V Zs VMM& L Lbbftmpanls. Erb 0fM .- AM AM _ � Iffivel or PQ.-- � Al *%.e.^Jpvjt 04"CNII04yp gaiot llrsj� lb fw PC ' PAW t1bb5wiC.L.0" T F .� � ti =1 tf 1 - J# i . I . . 6 _ r Tomm �--- 111 F M 1� IM T Cw 1001053 http://www.accessidaho.org/public/sos/corp/search.html?ScriptForm.startstep= docview&ScriptForm.star... 10/11/2006 O rte. � d�.�7.� -� �� ('�5 � �r�wna ZSb u�tsr-{�,��i� ^�Cat,an � �- o ;5f rY) POI -P J 1 0- �'�N to/C 7�{p� / 3a 3 �� /6G�'N /n 4�6v� "� 1"' �f/big �"g8aa�y Ti ie. IF �g C0IVIlVIITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11 -SA -SD, the apant tr applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. Applicant/agent signature Date RE: Sagewood - Reservation of Subdivision Name Page 1 of 1 Shari Stiles oil --- - -- -- - - - ��- R From: David Couch [dscouch@adaweb.net] Sent: Wednesdgy, August 23, 2006 4:27 PO To: Shari Stiles Subject:A,E: Sagewood -Resewation of Subdivision Name August 23, 2006 Shari Stiles Idaho Survey Group RE: Subdivision Name Reservation SAGEWOOD SUBDIVISION Dear Shari, H At your request, I will reserve the name "SAGEWOOD SUBDIVISION" for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. Sincerely, David J. Couch, PLS Ada County Surveyor For procedure on reserving subdivision naAU . Check out the list of subdivision names at: a -----original Message----- ? � 1 From: Shari Stiles Sent: Wednesday, August �3, � 1 o:42 To: David Couch Subject: Sagewood -- Reservation of Subdivision Name Dave: Please reserve the name of Sagewood for a project in the SE 114 of Section 25, T.3N., R.1 W. The developer is M&H Development, and surveying will be completed by Idaho Survey Group. Thank you. 10/11/2006 ASSOCIATED EARTH SURVEYS-SE-FUCSOILS EVALUATIONS - STORM DRAIN SOILS DATA - SOIL Glen H. Logan 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Cell: (208) 941-7284 Harley R. 83713 `939-8602 ' • 50-4926 MaTk E. Joluison 1886 N. Greenfield Avenue Meridian, Idaho, 83642 Phone & FAX: (208) 898-9541 Cell: (208) 869-9099 April 14, 2006 Becky McKay Engineering Solutions r 150 E. Aikens St.,, Suite B Eagle, ID 83616 RE: Soil test holes on M & H Development site On April 12'hwe described five test holes on the property located west of Meridian Road about 1/ mile north of Amity Road. The purpose of the investigation is to evaluate soil and groundwater conditions on the site and for locating storm drainage facilities. Detailed soil profile descriptions and a map showing test hole locations are attached. In each test hole a strongly cemented, nearly impermeable hardpan was present at a depth of 17 to 38 inches in all profiles. Beneath the hardpan layer is sand or sand and gravel that extend to more than 15 feet below ground level. No free water or evidence of wetness was observed in any soil profiles. PVC pipes were installed in four of the test holes to allow for levels of potential groundwater. These will be measured on a biweekly basis throughout the irrigation season. You will be provided with amid-season report in July and a final report on groundwater activity in October when irrigation activity has ceased. If you need anything additional or have questions, please call me at 850-4926. HARLEY R. NOE Professional Soil Scientist cc w/ attachments: M & H Development, 82 E. State Street., Eagle ID Associated Earth Storm Drain Test Hole Description & Evaluation sciences Inc. Date of Evaluation: 4/12/2006 Evaluated by: Mark E. Johnson, Professional Soil Scientist Requested By: M & H Development Address: 82 E. State Street Phone: 939--8466 City: Eagle - State: ID Zip: 83616 Legal Desc: Part of the SE 114 of Section 25, Township 3 North, Range 1 west., Boise Meridian, Ada County, Idaho General Desc: parcel north of 510 Amity Road, about 318 mile west of Meridian Road on Amity Road Depth color Te � Ems. Permeabili (inches) Texture Clay /o Roots mottles (in/hr)comments Hole Number & Location: 1--06 6240 common very fine, 0 to 12 10YR 212 silty clay loam 28 to 30 fine and medium none 0.2 to 0.6 firm moist few very fine, fine 12 to 34 10YR 413 silty clay loam 28 to 30 and medium none 0.2 to 0.6 firm moist 34 to 48 1 oYR 712 strongly cemented hardpan none none <0.2 vjjry dense in place extern ely gravelly 48 to 91 variegated loamy coarse sand 5 to 10 none none 6 to 10 loose 91 to 137+ 1 oYR 714 coarse sand r3 none none 15 to 20 loose General Notes: Slope 0 to 1 percent. No free water or wetness evidence to 137 inches. T Hale Number & Location: 2-06 6241 common very fine, 0 to 10 10YR 312 silty clay loam 28 to 20 fine and medium none 0.2 to 0.6 friable moist 10 to 17 1 oYR 4/3 silt loam 22 to 24 few very fine and fine none 0.5 to 1 firm moist 17 to 40+ 1 oYR 712 strongly commented hardpan none none r0.2 extremely dense in place General Notes: Slope 0 to 1 percent slope. No free water or wetness evidence to 40 inches. Unable to dig through the hardpan layer. Excavation terminated. s a Storm Drain Test Hale Description W-0 & Evaluation 4 Continuation Sheet Date of Evaluation: 4/12/2006 Project: M & H Development Hobe Number & Location: 3-06 A9d9 F Hole !dumber & Locktion: 4-06 %y 6243 0 to 9 1 oYR W3 Wky stay isem 28 to 30 wd meftim r „e 0.2 to 0.6 fri" mvid etlt loom 22 to 24 lrit! RWW few wry %*, fins sd friable mit 9 to 24 10YR 43 My oky fm 1 30 to 32 MJMW nom. 0.2 to 0.6 firm moM 24 to 38 1 oYR 5/3 #a kkM 24 to 26 low fiery free aid ohs nom 0.5 to 1 firm ffw 38 to 56 1 oYR 713 r � ar�aety d�nse�in Plane e�d�ly dar�e�e in Place eYdly- harda- h QOFO �xterr� AMY dO Wn 92 to 135+ VidUp kf onOWMrid 56 to 117+ now ctarw weld -c3 r rye 15 to 28 kme General Notes: Slope 0 to I percent. No free water or wetness evidence to more than 117 inches. F Hole !dumber & Locktion: 4-06 6243 common vKy fkvk lie oto 9 1 OYR 302 etlt loom 22 to 24 lrit! RWW 0.5 to 1 friable mit bw V" I ON a" 1A�Y to 3fi R 40 y cby Wbn 28 to 30 mad urn mono 0.2 to 9.6 1' M rte# as io fit 1 oYR 7/3 st her rye c0.2 ar�aety d�nse�in Plane 61 OD 92 1 oYR 714 eYdly- harda- h QOFO <1 AMY dO Wn 92 to 135+ VidUp kf onOWMrid c3 now 15 to 20 bore General Notes: Slope D to 1 percent. No free water or wetness evidence to 135 inches. Associated Earth Storm Drain Test Hole Description &Evaluation Sciences, Inc. Continuation Sheet Date of Evaluation: 4/12/2006 Project: M & H Development Depth Calor (inches) T Texture � Clay /o Roots Mottleshr Est.erm. Comments � Hale Number & Location: 5-06 6244 common very fine, 0 to 11 10YR 313 silt loam 22 to 24 fine and medium none 0.5 to 1 friable moist feW very fine, fine 11 to 36 1OYR 413 silty clay loam 28 to 30 and medium none 8.2 to 0.6 firm moist 36 to 47 18YR 712 strongly cemented hardpan none none <0.2 very dense in place 47 to 88 18YR 714 moderately cemented hardpan none none <0.5 moderately dense in place extremely gravelly 88 to 127+ variegated coarse sand r3 nOfle none 15 to 20 loose General Nates: Slope o to i percent. No free water or wetness evidence to more than 127 inches. 7 P a I", = R'd8 DI -art ORMOmmm SAG WOOIJ, LAiiDLAw, ALND 0 ej all -1 LVA Ll rel 61 DI :4 &1 1 A A K7401 01 L.- 0 kil w 3 1 t PrWaredfor Engineering Solutions 150 E. Aikens Street, Ste. B Eagle, ID 83616 Ottober 12, 2006 zl-ftshl roup Internationm7 lntag6W Engineering, Consteuctiam, and Ulamgememt Sofutlonl- Groupi PWWe, v ,P . x i3 a93729-0073 3 386-500 Draft TABLE OF CONTENTS EXECUTIVESUMMARY........................................................................................................................... I WiTRODUCi.IO.a...►.....r...►....................a.............................►......►.............►.►►..............................a...►•.f..... a.. 3 PROPOSEDDEVELOPMENT ............................................ �...........r.............a....................... ............r.........3 STUDY AREA CONDITIONS..................................................... ..... ....... .3 StudyArea ..►...........i....a.......rr..►►.►.rf.a..r....a........t........►../................a......................... 4.............................. 3 LandUse .................t..................r.......r........,..a....F.....+.,.....r.i....v......... ....................................,................ 3 EXISTINGCONDITIONS ...........................................................................................................................9 TrafficVolumes............................................................................................. r........................................9 RoadSystem..........................................................................................................,................................ 9 STUDYPERIOD ................................................... .................................. ....►................. Rod ................r... ........9 PROJECTEDTR.AF`FIC........................................................a................................. f.................................. I I TrafficSite ...►........................,.......................►..................................................a........a........................... I I TripGeneration.►.......►►..........►........./...........................................................................►................r. l I TripDistribution ............................................................................... ...r......►..................................■ I I BackgroundTraffic ............................................................................................................................... I I BuildOut Traffic.................................................................................................................................. I I TRAFFICANALYSIS ................................................................................................................................ 16 Capacity Analysi's and Level-of-Service............................................................... RoadwayCapacity................................................................................................................................ 18 Site Access and Circulation................................................................•..................................................I8 CONCLUSIONS......................f.............................►...........r...............r........................................................ 19 REFERENCES................................................................................................................ • ►..........................2I r F No& A RON M.WasP 1511MR1 a[ 3 t `, t5 DRAFrTIS .11� R Int . and Mamagenent Soicitims Draft EXECUTIVE SUMMARY The proposed Sagewood, Laidlaw, and Lambert subdivisions are residential deve lopmients located west of Meridian Road State Highway 6) between Amity Road and Harris Street in Meridian, Idaho. The project is expected to contain approximately 341 single-family residential units. The following are the principle conclusions of the traffic analysis for the proposed development. 1) The PPropvsed development is projected to generate an average daily traffic SOT) volume of 3,263 vehicles of which the a.m. and p.m. peak hour traffic is only 256 and 344 vehicles, respectively. 2) As a result of t* site build out, traffic on the area roadways is expocted to increase in the vicinity. Traffic on Meridian Road is eRWcted to increase by 1,955 trips per day north of victafy Road. Traffic on Victory Road east of Meridian Road may increase by 490 trips per day. Traffic on Amity Road may increase by 326 trips per day east of Meridian Road. 'Traffic may also incr*ase by 3`26 trips per day west of Meridian Road. Traffic may increase by 163 trips per day on 'Meridian road south of Amity Road. 3) The intersection of victory Road and Meridian Road is currently two-way stop controlled with the stop signs on the victory Load approaches. However, the intersection is considered signalized for this study because a traffic signal is under construction at this intersection. with s ignal ization, this intersection will operate at Level of Service (LOS) B during both peak hours for existing traffic volumes. For the 2011 Background Condition, the intersection is forecast to operate at LOS C during both peak periods. For the 2011 Build -Out Condition, the intersection is forecast to operate at LOS C during both peak hours. No improvements are necessary to accommodate background and build -out traffic volumes. 4) The Harris Street (from the west) and Rumpel Lane (from the east) intersection with Meridian Road. is two-way stop controlled with the stop signs on the Harris Street and Rumpel Lane approaches. The minor street approaches currently operate at Level of Service (LOS) D during the a.m. peak hour and LOS F during the p.m. peak hour. For the background condition, tha intersection is forecast to operate at LOS F during both peak hours. For the 2011 Build -out condition, the intersection is forecast to operate at WS F during both peak hours. Improvements are needed to accommodate tla existing, bsc&ground, and build -out traffic volumes. Approximately 10% of the peak hour traffic is due to the Sagewood, Laidlaw, and Lambert subdivisions. 5) The Amity Road and Meridian Road intersection is currently signal controlled. This intersection currently operates at LOS C during bath the a.m. and p.m. peak hours. For the 2011 Background condition, the intersection is forecast to operate at LOS F during both peak hours. For the 2011 Build -out condition, the intersection is forecast to operate at LOS F during both peak periods. Improvements are needed to aecmnnudate the background and build out traffic volumes. Approximately I % of the peau hour traffic volume is due to the Sagewood, Laidlaw, and Lambert subdivision. 6) The intersection. of the site's access with Amity Road is forecast to operate at LOS C during both the a.m. and p.m. peak hours. A left-t€irn lane and a night-tumi radius are warranted o 4he Amity Road' approaches according Lto the ACIM left -tures deceleration and vight-tarn treatnwnts nomogr"is. Also, it is recommended that the outbound (tenor) roadway provide sufficient width to allow simultaneous r;ght and left turns. The total roadway width should be a minimum of 36 feet. _ stage&n GNOUP 1 new its DRAFT `r15 IntWaW En*MNiW,, CowtnictW. ad N aS mant Soluitons Draft 7) The intersection of the site's west access with Farris Street is forecast to operate at LOS A during both the a.m. and p.m. peak hour for the build -out condition. A left -turn lame on the westbound Harris Street approach is warranted according to the left -turn demleration-lane ACHD nom o ph. Also, it is recotmmnded that the outbound (minor) roadway provide sufficient width to allow simultaneous right and left urns. The total roadway width should be a minimum of 36 feet. 8) The site's east access with Harris Street is forecast to operate at LOS B during both the a.m. and p.m. peak hour for the build -out condition. Aleft -turn lane on the westbound Harris Street approach is warranted according to the left -turn deceleration -lane ACRD nomograph. Also, it is recommended that the outbound (minor) roadway provide sufficient width to allow simultaneous right and left turns. The total roadway width should be a minimum of 36 feet. 9) The forecast daily build -out volumes (Year 2011) for all roadways in the project vicinity are lower than COMPASS' planning thresholds. The area's roadways do not require any capacity improvements to accommodate site generated traffic volumes. ia) All subdivision streets with front--on-housing have projected ADT volumes less than 1,000 vehicles per day. No problems with the internal street system have been identified in this study. Following are the transportation -related improvements needed to accommodate the traffic volumes generated by the three peoposed Sagewood, Laidlaw, and Lambert developments: 1. Install a traffle signal at the intersection of Harris Street and Meridian Read to accommodate existing, background, and bund -out traffre volumes. The Harris Road and Rumpel Lane approaches should provide separate right and left -turn lanes. The Meridian Road approaches should peovide right -turn lanes in addition to existing left -turn lanes. with improvements, the intersection is forecast to operate "below capacity" during both peak periods for the background and build -out conditions. Approximately 10% of the peak hour traffic is due to the Sagewood, Laidlaw, and Lambert subdivisions. t 2. Y m prove the infersection of Amity load and Meridiani load in order to accommodate background and build -traffic conditior4. In order to accommodate projected traffic volumes, dual left -turn lanes and exclusive right -turn lanes are needed on each approach. Two through travel lanes are needed on the eastbound and westbound approaches. Three through travel lam northbound and southbound are also necessary; with improvements, the intersection is forecast to operate at LOS C during both peak hours for the background conditions. For 2011 Build -Out condition, the intersection is forecast to operate at LOS C and LOS .D for the a.m. and p.m. peak hours, respectively. Approximately I% of the peak hour traffic volume is due to the Sagewood, Laidlaw, and Lambert subdivisions. 3. Provide left and right -turn lanes on Amity Road to accommodate site traf'flc entering at the Amity Road access. These improvements are warranted base on ACkgts left�.turn 4aceleration— lane and right -turn treatment nomographs shown in tke appendix. Amity Road is scheduled to be widened to three lames from Linder Road to Meridian Road according to the ACHD Capital YmMverhents flan (2007 Update). 4. Provide a left -tarn lww on Harris Street to accommodate site traffic entering at the West arris Street access. This turn lane is warranted based on A.CHU s left -tura ceferation-lane noimgraph shown in the appendix. s. ProWde a left -turn lane on Harnis Street to aaoommodate site traffic entering at the Vest �s Street access. This tarn lane is warranted based ow ACH's left -turn deceleration -lane nomograph shown in the appendix. ImPon Group 1 'W 3 1w pmjrts DRAFT TIS lnteytaW Enginw i% QmstrucVun, and N1arigeMent SOUtions Draft INTRODUCTION Washington Croup International (Washington Croup) has been retained to prepare a traffic impact study for the proposed Sagewood, Laidlaw, and Lambert residential developments. The project site is lwated west of Meridian Road between Amity Road and Harris Street in Meridian, Idaho. The project is expected to contain approximately 341 single-family residential units. Figure I shows the location of the project and its vicinity. The purpose of this report is to evaluate the traffic impacts resulting from the proposed development in the vicinity of the project. This study will make recommendations for improvements to the transportation system, which will mitigate any adverse impacts of the development. This report is prepared in conformance with the requirements of a major traffic impact study. In particular, t1W scope of the study includes the following: • Trip'generation of the proposed & velopment; • Trip distribution and traffic assignment of the site generated traffic; + Roadway capacity impacts on Meridian Road, Victory Road and Amity Road in the project vicinity; • Impacts of site generated traffic at SH -49" s intersection with Victory Road, Harris Street and Amity Road; • Impacts of the site generated traffic on the neva site access intersections on Amity Road and Harris Street; • Any lotential transportation mitigation measures. PROPOSED DEVELOPMENT The Sagewood, Laidlaw, and Lambert projects are proposed residential developments with approximately 341 single-family residential units. The proposed preliminary site plans for the projects are shown in Figures 2 through 2C. This transportation study assumes the development will lw completed by the year 2011. STUDY ARBA CONDITIONS Study Area The area of influence will be south Meridian. The area of primary impact will be along Meridian Road, Victory Road, Amity Road and Harris Street in the project vicinity. The intersections considered for impacts are SH -69's intersections with Amity Road, Harris Street and Victory Road. The site approaches on Amity Road and Harris Street are also considered for impacts. L.. nd Use The project area is currently used for agriculture activities. The site is proposed for residential uses in accordance with the Meridian Comprehensive plan. Intoiatud Erowed% Constrmbn, sad KIMKerWnt SbUivns 3 new piro*ts DRAFT TIS Draft EXISTING CONDITIONS Traffic Volumes Existing average daily traffic (ADT) volumes were obtained from traffic counts conducted by the Ada County Highway District (ACHD). Peak hour turning movement volumes were obtained through available data from other recent traffic studies in the area Xrformied by Washington Group. The existing daily and paak hour traffic counts near the site are summarized in Figure 3. Road System The road system in the site vicinity is described below: • Meridian Road (SH -69) is a north -south, five -lane facility classified as a principal arterial by COMPASS. The posted speed limit is 55 mph. • 'victory Road is an east -west, two-lane facility classified as a minor arterial by COMPASS. The posted speed limit is 45 mph. • Amity Road is an east -west, two-lane facility classified as a minor arterial by COMPASS. The posted speed limit is 50 mph. s Harris Street is an east --west, two-lane facility not functionally classified by COMPASS but will be treated as a collector for this study. The intersections in the site vicinity are described below: • The Victory Road and Meridian Road intersection is a two-way, stop -controlled intersection with the stop signs on Victory Road. Each Victory Road approach provides an exclusive left -- turn lane. The northbound Meridian Road approach provides two through lanes of travel with an exclusive left -turn lane. The southbound approach provides two through travel lanes with exclusive left and right -turn lanes. However, the intersection is currently un*r construction for signal installation and widenix. • The Harris Street (i�rom the west) and Rumpel Lane (from the east) approaches intep, ect Meridian Road as a two-way, stop -controlled intersection with the stop signs on the Harris Street and Rumpel Lane approaches. The minor street approaches provide one lane of travel with no additional turn lanes. The Meridian Road approaches provide two travel lanes and a center left -turn lane. • The Amity Road and Meridian Road intersection is signalized. Each Amity Road approach provides one through travel lane with arL-.g,xclusive left -turn lane. The Meridian Road approaches provide two travel lanes each direction with exclusive left -turn lanes. STUDY PERIOD The build -out year for this study will be 2011. This date was selected to allow for project approval, engineering, construction, and full developnrnt of the site. The weekday a.m. and p.m. peak hour periods were analyzed for site impacts. Typically, the a.m. peak hour occurs between 6:00 a.m. and 8:0o a.m. Typically, the p.m. peak hour occurs between 4:00 p.m. and 6:00 p.m. y.• +3 Mw r Washingtm ftoup ` �. t ConstrgpW, gvd NWagwnent{ �:J; "01;0114 Ilk im, Site traffic generation is normally estimated by procedures recommended in tin latest edition of the Trip Generation Manual (7h Ed) published by the Institute of TranspDrtagon Enginoers (ITE). Trip rates estimated in the manual are based on actual driveway traffic nwasurements, performed on different land uses nationwide, particularly in metropolitan areas. The site trip generation is obtained by applying the trip rates from the Trip Generation Manual to each of tke uses of the site development. Table 1 presents the summary of the site trip generation used in this repport. The proposed development is projected to generate an ADT of 3,263 vehicles, of which the a.m. peak hour traffic is 256 vehicles and the p.m. pe4 hour traffic is 344 vehicles. "CROMMMem I�� Table 1: Trip Generation Summary In 1,Unfts 341 Trip Generation Rate 24 -hr daily rate 9.57 7-9am peak hour ra-te 0.75 hour rate 7otaf Trips Generated 24 -hr daily trips 31263 24 -hr capture 0 24 -hr new 312 7-9am peak hour t rtps 7-9am peak capture 7-9am peak now tri 4-6pm peak hour trips 4-6pm peak capture 4-6pm punk now generated i`'s ai'' they must be distributed to geographic ori, 9 ins or destinations and 1 to particular segments of the encompassed transportation network. The trip distribution along the roadway netwcrk and turning movement percentages were based on existing traffic movement data and entneering judgment. The distribution of the site traffic along the roadway network is given in rl'gure 4 in the form of percentages of total generated traffic for the site. Figure 5 illustrates the rounded internal site traffic distribution. Figure 6 presents the forecast site traffic on the. extemal network. The Background (No -Build) traffic volumes are calculated to account for the increase in traffic on the vicinity roadways due to development and the nature growth in traffic. This study assumes the Tanana Valley, Blackrock and Compania developments will be completely built out before the final build out of this development. Therefore, Tanana Valley, Blapkr&k and Compania build out volumes were used for this study7s 2011 Background condition. The site traffic is added to the background trafffic to obtain the total build -out traffic for the year 201 L The combined values for the 2011 background peak hour*, were added to the fore -cast peak hour traffit volumes- crenerated%y the project site and are shown in Figure 7. 0 &04JP hits lonal 3 mw vwjwu DRAFT InS I I Wht htegratedEn$)TPWOONJ�, Cohstrd~, ftid MMagement SolOms R 1 1 A i'FlarMnW.N., RM" Capacity Analysis and Lavelo-of-Service A capacity analysis was performed using the latest edition of Highway Capacity Software (HCS 4.1P, based on the 2WO edition of the Highway Capacity N%nual. An intersection capacity analysis for the existing, 2011 Background, and 2011 Build -out conditions was performed. For tk background conditions, the existing traffic control was assumed to bpe in place for Year 2011 conditions except for the Meridian Road at Victory Road intersection, which assumed the signal undtr construction was complete. The results of the area's cap4pity analysis are summarized in Table 2. 1111�11 i'll PD -MI 1, lilik11;4JU T91"Irs.=_64 16 QMUP 191%emia W 3��w TIS Ajecg DRAFr integraW E*meWre, Con&uWw, and Mwagement SokAhns 0� Draft The intersection of Victory Road and Meridian Road is currently two-way stop controlled with the stop signs on the Victory Road approaches. However, the intersection is considered signalized for this study because a traffic signal is under construction at this intersection. with signalization, this intersection will operate at Level of Service (LOS) B during both p rak hours for existing traffic volumes. For the 2011 Background Condition, the intersection is forecast to operate at LOS C during both peak periods. For the 2011 Build -Out Condition, the intersection 'is forecast to operate at LOS C during bath peak hours. No improvements are necessary to accommodate background and build -out traffic volumes. The Harris Street (from the west) and Rumpe,l Lane (from the east) intersection with Meridian Road is two-way stop controlled with the stop signs on the Harris Street and Rurnpal Lane approaches. The minor street approaches currently operate at Level of Service (LOS) D during the a.m. peals hour and LOS F during the p.m. peak hour. For the background condition, the intersection is forecast to operate at LOS F durhW both peak hours. For the 2011 Build -out condition, the intersection is forecast to operate at tOS F during both pea% hours. Improvements are Meded to accommodgte the existing, background, and build -oft traffic volumes. Apitoximately 109 of the peak hour traffic is due to the Sig wood, Laidlaw, and Lamrbert, subdivisions. The Amity Road and lllleridiau Road intersection is currently signal controlled. This intersection currently operates at LOS C during both the. a.m. and p.m. peak hours. For the 2011 Background condition, the intersection is forecast to operate at LOS F during both peak hours. For the 2011 Build -out condition., the intersection is forecast to operate at LOS F during both peak periods. Improvements are needed to accommodate the background and build out traffic volumes. Approximately 1% of the peak hour traffic volume is due to the Sagewood, Laidlaw, and Lambert subdivisions. The intersection of the site's access with Amity Road is forecast to operate at LOS C during both the a.m. and p.m. peak hours. A left -turn lane and a right -turn radius are warranted on the Anuty Road approaches according to the ACHD left -turn deceleration and right -turn treatments nomographs. Also, it is recommended that the outbound (minor) roadway provide sufficient width to allow simultaneous right and left turns. The total roadway width should be a minimum of 36 feet. The intersection of the site's west access with Harris Strut is forecast to operate at LOS A during both the a.m. and p.m. peak hour for the build -out condition. A left -tum lane on the westbound Harris Strget approach is warranted according to the left -turn deceleration -lane ACHD nomogmph. Also, it is recommended that the outbound (minor) roadway provide sufficient width to allow simultaneous right and left turns. The total roadway width should be a minimum of 36 feet. The site's east access with Hams Street is forecast to operate at LOS B during both the a.m. and p.m. peak hour for the build --out condition. A left -turn lane on the westbound Harris Street approach is warranted according to the left -turn deceleration -lane ACHD nomograph. Also, it is recommended that the outbound (minor) roadway provide sufficient width to allow simultaneous right and left turns. The total roadway width should be a minimum of 36 feet. ►awlinf group InUrna.....-n-al I mw prq*0 Dp.,kFr TiT IntqXratedWnqeW,ConstmqtlQn,1 I�� V The capacity thresholds determined by COMPASS for arterial and collector streets are as follows: • A 5 -lane pfirsiple arterial (Meridian Road) is 37,000 vehicles per day at LOS E. • A 2-lans minor arterial (Victory Road) 'is 14,000 vehicles per day at LOS D. Table 3 summarizes current and projected traffic volumes on roadways near the project site. Existing ADT traffic volumes were obtained from ACHD traffic counts. V The forecast daily build -out traffic volunws for all roadways in the project vicinity are lower than COMPASS' development thresholds. The area's roadways do not require any capacity 0 improvements to accommodate site generated traffic vcdumes., All subdivision streets with front -on -housing have projected ADT volumes less than 1,000 vebicles per day. No problems with the interrial street system have been identified in this study. &UK armp InteFIM Id 3 view popicon DR&FT TrS rntegraWonstracdon, and kimpment S*ations Draft CONCLUSIONS The following are the principle conclusions of the traffic analysis for the proposed development. 1) The proposed drvelopmEent is projected to jenerate an average daily traffic (ADT) volurne of 3,263 vehicles of which the a.m. and p.m. peau hour traffic is only 256 and 344 vehicles, respectively. 2) As a result of the site build out, traffic on the area roRdways is expected to increase in the vicinity. Traffic on Meridian Road is expected to increase by 1,958 trips per day north of Victory Road. Traffic on Victory Road east of Meridian Road may increase by 490 trips per day. Traffic on Amity Road may increase by 326 trips per day east of Meridian Road. Traffic may also increase by 326 trips per day west of Meridian Road. Traffic may increase by 163 trips per day on Meridian Road south of .Amity Road. 3) The intersection of victory Road and Meridian Road is currently two-way stop controlled with the stop signs on the Victory Road approaches. However, the intersection is considered signalized for this study because a traffic signal is under construction at this intersection. with signalization, this intersection will operate at Level of Service (LOS) B during both peak hours for existing traffic volumes. For the 2011 Background Condition, the intersection is forecast to operate at LOS C during both peak periods. For the 2011 Build -Out Condition, the intersection is forecast to operate at LOS C during Nth peak hours. No improvements are necessary to accommodate background and build -out traffic volumes* 4) The Harris Street (from the west) and Rumptl Lane (from the east) intersection with Meridian Road is two-way stop controlled with the stop signs on the Harris Street and Rumpel Lane approaches. The minor street approaches currently operate at Level of Service (LOS) D during the a.m. peak hour and LOS F during the p.m. peak hour. For the background condition, the intersection is forecast to operate at LOS F during both peak hours. For the 2011 Build -out condition, the intersection is forecast to operate at LOS F during both peak hours. Improvements are weeded to accommodate the existing, background, and buildout traffic volumes. Approximately 109 of the peak hour traffic is due to the Sagewood, Laidlaw, and Lambert subdivisions. 5) The Amity Road and Meridian Road intersection is currently signal controlled. This intersection currently operates at LOS C during both the a.m. and p.m. peak hours. For the 2011 Background condition, the intersection is forecast to operate at LOS F during both peak hours. For the 92,011 Build -out condition, the intersection is forecast to oWrate at LOS F during both peak periods. Improvemrents are waded to accorrinodate the hockground and bind out trade volumes. Approximately 19b of the peak hour traffic volume is due to the Sagewood, Laidlaw, and Lambert subdivisions. 6) The intersection of the site's access with Amity Road is forecast to operate at LOS C during both the a.m. and p.m. peak hours. A left -turn lane and a right -tum radius are warranted on the Amity Road approaches according to the ACID left -turn deceleration and right -turn treatments nomographs. Also, it is recormnended that the outbound (minor) roadway provide sufficient width to allow simultaneous right and left turns. The iotTl roadway width should be a minimum. of 36 feet. 7) The intersection of the site's west access with Harris Street is forecast to operate at LOS A during both the a.m. and p.m. peak hour for the build -out condition. A left -turn laic on the westbound rris Stre4 approach is warmnted aceordigg to the I -turp deceleration -lane ACHD nomograph. Also, it is recommended that the outbnd (Anor) roadway provide sufficient 11 19 i. 1 roup 191%1W" kmnm&3 new projects DRAFT TIS - lnt*a* Egtlneedrgq Const%ognW Mi nt S4bons AL -4 Draft width to allover simultaneous right and left turns. The total roadway width should he a minimum of 36 feet. 8) The site's east access with Harris Street is forecast to operate at LDS B during both tic a.m. and p.m. peak hour for the build -out condition. A left -turn lame on the westbound Harris Stmet approach is warranted according to the Left -turn deceleration -lane ACHD nomograph. Also, it is recommended that the outbound (minor) roadway provide sufficient width to allow simultaneous right and left turns. The tofal roadway width should be a minimum of 36 feet. 9) The forecast daily build -out volumes (Year 2011) for all roadways in the project vicinity are lower than CDZiPASS' planning thresholds. The area's roadways do not require any capacity improvements to accommodate site generated traMc volumes. : o) All subdivision streets with front--on-housing have projected ADT volumes less than 1, vehicles per day. No problems with the internal. street system have been identified in this study. Following are the transportation-rela*d improvements needed to accommodate the traffic volumes generated by the three proposed Slgew ood, Laidlaw, and Lam rt clevelopments: 1. Install a traffic signal at the intersection of Barris Street and Meridian Road to accommodate exi Draft REFERENCES "Trip Generation 7th Edition," by Institute of Transportation Engineers, Washington D.C., 2003 "'Highway Capacity Manual 20W," Transportation Research Board, Washington D.C. "Tanana Valley Subdivision TIS," Washington Group International, May 2006. F A s "Blackrock and Compania TIS," Washington Group International Inc, August 2006. 21 Wa~on Owimbonal ► E%psering,i . 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We are sending you: 154 East Aikens Strftt, Suite B Eagle, ID 83616 Mow (248) 938-4980 Fax: (208) 9381 IV LETTER OF TRANSMITTAL Date: October 31, 2006 Project Name: Sagewood Subdivision Project Number: 60116 Po- ' Dated Desai !m 2 1 10-31-0 Preliminary Utilitv These are transmitted as indicated below: ForApproval Approved as Submitted Submit for Distribution For Your Information Approved as Noted Return Corrected Prints As Requested Returned for Corrections For Pre -Construction X For RdVlew and Comment Pace For Bids Due: : Resubmit for Ap l Remarks: Please pass on to thcwlanner that is looking at our application. Please call if you need any additional information of if you have any questions. Thank you. Copy to: Signed: