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Application Materials
E IDA ILA v Development Application Transmittal Link to Project Application: Teakwood Place Subdivision (H-2020-0006) Transmittal Date: 2-27-2020 Hearing Date: April 2, 2020 Assigned Planner: Joe Dodson To view the City of Meridian Public Records Repository, Click Here The above "Link to Project Application"will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding,please reference the file number of the project. If responding by email,please send comments to city. c�gmeridiancit�org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk's Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433JEmail: cityclerk(aDmeridiancity.org C,-,(fB IDIF I - Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request, unless exempt from disclosure by law. Hearing Date: April 2, 2020 File No.: H-2020-0006 Project Name: Teakwood Place Subdivision Request: Annexation&zoning of 7.35 acres of land with an R-8 zoning district and preliminary plat consisting of 28 building lots and 5 common lots, by Hesscomm Corp. Location: The site is located approximately 1/4 mile east of S. Eagle Road, fronting on E. Victory Road, in the NW 1/4 of the NW 1/4 of Section 29, Township 3N.,Range 1E. ECEIVE JAB! 2 1 220 ` EIDIAN4v; _ �_ Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ON PrQjert name: •eaku10od acz File number( s) : cy NZ Ass' gncd PIanner: Jo � p h. Related files:_ Type of Review Requesi-ted (check all that apply ) ❑ Accessory Usc (check curtly 1 ) ❑ Final Plat Modification Daycare ❑ Landscape Plan Modification ❑ Home Occupation IN Preliminary plat ❑ Home Occupationflnstruciion for 7 or more ❑ Private Street ❑ Administrative Design Rcview ❑ Property Boundary Adjustment ❑ Alternative Compliance ❑ Rezone 91 Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension ( check only I ) ❑ City Council Review ❑ Director ❑ Comprehensive flan .Map Arrmendtnent ❑ Commission d Comprehensive Plan Text Amendment ❑ UW Text Amcndment 11 Conditional Use Permit ❑ Vacation (check only 1 ) Conditional Use Modification (: heck only 1 ) ❑ Director ❑ m Director C7 Commission Cl Commission ❑ Varian= v Development Agreement N'Iodification ❑ Other _ ❑ Final Plait Applicant Information Applicant name. : Hesscorr m Corp Bruce Hessing Phone : $- 769- 4054 Applicant address : 6700 Linder Road Email . hesscommcorpQgmail . com City. . hAeriiliat7 --- State: _ ID dip ; $ 48 Applicants interest in property : ❑ 0%M ❑ Rent M Optioned ❑ Other Owner narne : Charles ,and Vickie Richardson lsl�cme : Owner address: 1835 E . Victory Road Email : City : Meridian 1 . State: ID Z S AgentlContact name (e. g. , architect, engineer, developer, repro ntative) ; Dan Lardle Hum name : Leavitt Asscivates Engineers , Inc _ Phone . 8 3 - 03 3 agent address, 1324 fist Street South Email : , ,�►5 : � ,�, � rta � nc � City : t�C m as - _ State: ID 83651 P= Primary contact is : C1 .Applicant ❑ Owner ❑ Agent) Contact Subject Property Information Locatiorle'street address : 1835 Y qqry Township, range, section . T3N R9E SEC 29 Assessor' s parcel number( s): 5112922330 Total acreage: 7 . 35Zoning district : _ RUT COrnrnunity Development ■ Planning Division a 3 3 } . Broadway Avenue, Ste. lU'? Meridian. Idaho $3&1,? Phow 2084848 5533 1 ax : 208488-4854 Project/subdivision name: _Victory Gammons Geneml description of proposed prajee- request, Annexation , Rezone, and phased residential subdivision Proposed zoning disuict( s) : R'8 __— Acres of each zone proposed : 735 _ 'type of use proposed (check all that apply ) % 00 Residential ❑ Office ❑ Commercial ❑ Employment ❑ industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Nampa & Meridian Irrigation District Which irrigation district does this property lie within? Nampa & Meridian Irrigation District Primary irrigation sources Surface Secondary : City of Meridian Square footage of landscaped areas to be irrigator! (if lynm . nr n �ry mint 4fconn ivn ig Cite �vtcr) : Residential Project Surnmar}' ( if applicable ) N umber of residential trait ; : L8 Number of building lots : - 28 Number of c.onunon lots : 5 Number of other lots . Proposed number of dwelling units (four multi= family developments only) . 1 bedroom : 2-3 bedrooms : 4 or more bedrooms : Mmimmum square footage of- structure (excl . garage) . Maximum building height , ,--- - N inirnum property size ( s. f) : 4 , 909 sf Average property size ( s . f. ) : Gross density (Per UDC I I s 1 Am 1 ): 3 -95 Net density ( Per UDC 11 - I Am 1 )_ - 5 , 64 Acreage of qualified open space : . . 2�0 V _ 79ac ,t _ _ Percentage of qualified open space : 101 % Type and calculations of qualified open space provided in acres (Per t.TDC I i -3G -313 ) : I R = 0 .rid 1 /") MctoDj BtIffer = f, 01jar. I R with .5' PaihwaV 0 19 je Amenities provided with this development ( if applicable ) : PathWay Type of dwelling( s) proposed : 9) Singtc,faitiily Detached ❑ Single- family Attached 0 Townhouse ❑ Duplex ❑ Multi - fatiuly ❑ Vertically Integrated ❑ Other Nou - residential Project Summary ( if applicable) Nlumber of building lots: Common lots : tither lots : Gross floor area. pnw)po --- — __ — Existing ( if applicable). - - Hours of operation ( days and hours ) : _ Building height: Total number of parking spaces provided : ' umber of compact spaces provided : Authorization Print applicant name : ' Ok . Applicant signature : ; `' -' --=- ' ' _ [?ate . ` f Commu iity De%sclopment . Planning Division ■ 33 U; Broad%ay Avenur. :Stc. 102 Meridian. ldatxi 83641 Phone : 62084$4 5533 Fax : 208488 =6854 10. Ij ; ir 'i � If. . . , Ir ! r. VLuvr' nin ! LEAVITT ENGINEERING Structural / Civil / Materials Handling / Planners / Surveyors February 25 , 2020 City of Meridian Planning and Zoning Commission 33 E . Broadway Avenue Meridian, Idaho 83642 RE : Teakwood Place Subdivision, Annexation, Rezoning and Preliminary Plat Dear Planning and Zoning Commissioners , We are requesting the annexation and rezoning of one parcel . This parcel is within the impact area and contiguous with city bounds on the north, south and west . We also request to rezone the parcel from Ada County ' s RUT zone to the city ' s R- 8 zone . The R- 8 zoning is compatible with the city ' s comprehensive plan and matches the adjacent subdivisions on the north ( Sageland Subdivision) and west (Tradewinds Subdivision) . We are also requesting Preliminary Plat approval of Teakwood Place Subdivision . Teakwood Place Subdivision is an infill subdivision of approximately 7 . 3 5 acres within the proposed R- 8 zone . Teakwood Place ' s preliminary plat divides 7 . 35 acres into a total of 32 lots , 28 residential lots and 4 common lots . This density equates to 3 . 81 units/acre . Teakwood Place will provide an a common lot for extending the city ' s multi use pathway next to 8 Mile Creek in the future . We are proposing this project be developed in two phases . Phase 1 will be the connection to Fathom Street containing 5 . 10 acres . Phase 2 will be developed in the future and contains an existing home , and 5 accessory structures to remain until Phase 2 development . The existing home is occupied by the owner of the acreage and it is their desire to continue to occupy the home , accessory structures , continue existing utility connections/infrastructure and maintain the existing entrance off of Victory Road . Upon the development of Phase 2 , the Victory Road access and structures will be abandoned , removed and platted into 7 lots , 4 residential and 3 common lots . This project will be served by city water and sewer through extension of city infrastructure . Pressurized irrigation will be provided by Nampa & Meridian Irrigation District by connecting to existing infrastructure and upgrading Pump Station # 50 in Tuscany Lakes Subdivision . All infrastructure will be installed in accordance with the city ' s policy prior to signature of the final plat . Engineering the World / Licensed in all 50 States 1324 1st Street So . , Nampa , ID 83651 208 .463 . 0333 Fax : 208 .463 . 9040 leavittengineers . com LEAVITT ENGINEERING Structural / Civil / Materials Handling / Planners / Surveyors ACHD does not require any additional right- of-way for E . Victory Road or a traffic impact study for this development . We respectfully request the approval of the annexation, rezoning and preliminary plat for Teakwood Place Subdivision . Teakwood Place should prove to be a complimentary addition to its neighboring subdivisions while adding to the city ' s infrastructure and provide future interconnectivity . Kind Regards , 4a�� � CZZ;6� � Dan Lardie Engineering the World / Licensed in all 50 States 1324 1 st Street So. , Nampa , ID 83651 208 .463 . 0333 Fax : 208 .463 . 9040 leavittengineers . com EXHIBIT DESCRIPTION FOR TEAKWOOD PLACE SUBDIViSION ANNEXATION A parcel of land located in the NW 1 /4 of the IOW 1 4/ of Section 29 , T . 3N . , R . I E . , B . M . , Ada County , Idaho more particularly described as follows . Commencing at the NW corner of said Section 29 from which. the N114 carver of said Section 29 bears North 89 ° 59`41 " East , 2 , 680 , 68 feet ; thence along the North boundary line of said Section 29 North 89 59 '41 " Eastr 620 , 22 feet to the REAL POINT OF BEGINNING ; thence continuing along said North boundary line Nofth 89° 59'41 " East , 328 . 84 feet to a point on the approximate centerline of Eight Mile Laterals thence along the approximate centerline of Eight Kle Lateral the following 2 courses and distances .1 thence leaving said North boundary line South 04 ° 36 ' 20 " East , 80 . 22 feet ; thence South 39 " 10120 " East ; 71 , 96P feet ; thence leaving said centerline South W1 1 ' 2.9 " East , 781 . 92 feet to a point on the northeasterly boundary line of Tuscany Lakes Subdivision No . 2 as filed in Book 94 of Plats at Pages 11 , 351 through 11 , 354 , records of Ada County , Idaho ; thence along said northeasterly boundary line North 73013` 33" West ., 429 . 37 feet to the northerly most corner of said Tuscany Lakes Subdivision No , 2 ; thence along the East k:ioundary line of Tradewinds Subdivision No . 1 as filed in Book 106 of Plats at Pages 14 , 594 through 14 , 596 , records of Ada Counter ., Idaho and the southerly extension thereof North 00 " 11 ' 26" West , 263 , 65 feet to the NE corner of Lot 6 : Black 2 of said Tradewinds Subdivision No , 1 , said point also being on the South boundary line of Lot 5 , Black 2 of said Tradewinds Subdivision No . 1 ; thence along said South boundary line North 89 `159 ' 41 East , 21 . 7 9 feet ; thence along the East boundary line of said Tradewinds Subdivision No , 1 and the, northerly extension thereof North G0 ° 11 ' 29" West , 532 . 67 feet to the REAL POINT OF BEGINNING . Containing 327 , 836 square feet or 7 . 53 acres , more or less . INS cL 7729 � 5 . E . MGTORY RD, BASIS , OF BEARING 5 . 19 & 20 S89 `59 41 W 2680 . 68 amm _ 1 ,/4 � S_ 20 5 . 30 S . 29 6, 2 � _ 22 N89 *59 ' 41 " E 3284843 r 1731 . 62 ' S , 29 RP06 I i S4436 ' 20 " E BLOCK 1 80 . 22 ' Gj (D S39 *10220 " E ` . 71 . 96 ' z awah J a 'Lon I s I BLOCK 2 1835 E . ACTORY RD , I i 327836 s . f . r 7 . 53 o . c . CL I 1 5_L1 J L IJ NE 0 103 4 �W��y 0 11 � G i 0 r N89 .59 ' 41 " EE + I � z 7729 0 Q � o (p, *s) 11a 0 II ' 0 -JOL C ; cn w � � Li L < r � NEW ft"NOWNWIN4 � I r �+ 0CA rl ` wft� IV kts soft 3 ? ' ti IDAHO EXHIBIT DRAWING FOR 10 - 324 W EMERALD 51 SHEET "4. SURVEY B418E . tDAQ 3764 TEAKWOOD PLACE SUBDIVISION ANNEXATION ,� �zue7saa-as�o R O U P L L C LOCATED iN THE NW 4F THE NW OF SECTION 29, T. 3N. , R. tE. . B.M. . � DATE ADA CCAJN�, WHO 2/25/2420 REVISED DESCRIPTfON FOR TEAKWOOD PLACE SUBDIVISION -PRASE 1 A parcel of land located in the NW 114 of the Wil 1 /4 of Section 29 , T. 3N . , R . 1E . 1 E . M . , Ada County , Idaho more particularly described as fellows ; Commencing at the NW corner of said Section 29 from which the N1f4 comer of said Section 29 bears North 89 ° 59 ' 41 " East , 2 , 680 . 68 feet; thence along the North boundary line of said Section 29 North 89 ° 59 '41 " East , 620 , 22 feet to the REAL POINT OF BEGINNING thence continuing along said North boundary line North 89 " 5941 " East , 30 . 00 fleet ; thence leaving said North boundary lane South 001129 " East , 181 . 94 feet ; thence North 89048 ' 81 " East , 13 . 56 feet ; thence 150 . 25 feet along the arc of a curve to the right , said curve having a radius of 98 . 50 feet , a central angle of 8723 ' 50 " and a long chard which bears South 4 ►" 29 ' 35 " East , 136 . 10 feet : thence North 89048 ' 33 " East , 100 . 10 feet ; thence South 00011 ' 27 " ' East , 180 , 00 feet , thence North 89 `' 48 ' 33 " East , 24 . 72 feet ; thence 31 . 42 feet alc) nq the arc of a curve to the left , said curve having a radius of 2: 0 , 00 feet , a central angle of 90 ° 00'100 " and a long chard which bears North 44 " 48 ' 33 " East , 28 , 28 feet ; thence North 00 " 11 ' 2 F ' ° West , 21 . 50 feet ; thence North 89 `' 48 ' 33 " East , 47 . 00 feet ; thence South 00 " 11 ' 27 ' 0 East , 21 . 50 feet , thence 31 . 42. feet along the arc of a curve to the left , said curve having a radius of 20 . 00 feet , a central angle of 90000 ' 00" and a bong chord which beam South 45 ° 11 ' 27 " East , 28 . 28 feet , thence North 89 " 48 ' 33 " East , 26 . 50 feet ; thence South 00011 ' 29" East . 462 . 84 feet to a paint on the northeasterly boundary line of Tuscany Lakes Subdivision Na , 2 as Bled ilv -#i Book 94 of Plats at Pages 11 , 351 through 11 , 354 , records of Ada County , Idaho ; thence along said northeasterly boundary line North 73 ' 13 ' 33 " West , 420 . 37 feet to the n .� rther '. y most corner of said Tuscany Lakes Subdivision No . 2 ; Page 1 of 2 thence along the East boundary line of Tradewinds Subdivision No . 1 as filed in Book 106 of Plats at Pages 14 , 594 through 14 , 596 , records of Ada County , Idaho and the southerly extension thereof North 001 V26" West, 263 . 65 feet to the NE corner of Lot f , Ir Black 2 of said Tradewinds Subdivision No . 1 , said point also being on the South boundary line of Lot 5 , Block 2 of said Tradewinds Subdivision No . 1 ; thence along said South boundary line North 89 ° 5,9 ' 41 East , 21 . 79 feet ; thence along the East boundary line of said Tradewinds Subdivision No . 1 and the northerly extension thereof North 00011 ' 29 " West , 532 _ 67 feet to the REAL POINT OF BEGINNING, Containing 5 . 10 acres , more or less . lot ZL OF G C Page 2 of 2 REAL POINT BASIS OF BEARING OF BEGINNING N89 '59 ' 41 " E 268CY66 ' �� 1 �4 5 . � So 20 S , .30 S . 29 620422 ' TLI 20M46 ' S. 29 I 1 i I0 t�7o .j to N 1 � 1 I LL2 Zal N � 1 - 100 , 10 ti tt as (A � . Oo West O a � 6 I + im L z I Cn loom foo L4 ' L8 1 L3 � c I TEAKWOOD PLACE SUB . — PHASE 1 i i 5 . 10 ACRES 1 I � Y 6 � to I to cn rn En 4' I cr; I � , ENS Most 240 JM NO• IDAHO FXHIBCT DRA, WICsd FOR 19-324 SURVEY ��1 w � 3ST TEAKWOOD PLACE UB . � PHA E 1 �E� �o. 80166 , IQ4NQ B3T0+1 12M 846-0510 GROUP , LLC LOCATED IN THE Nw u OF THE Nw )4 OF SECTION 29 Mot DATE T. 3N. , KiEt B. Mto ADA COUNT'(. IDAHO 11 /21 /2019 I i 1 CURVE TABLE CURVE RADIUS LENGTH CHORD, [FIST . CHORD BRG . (DELTA 01 98 . 50 150 . 25 136 , 10 S46 '29 ' 35" E 87023150" C2 20 , 00 31 . 42 28. 28 N44'433" E 90000400 " C3 20 . 00 31 . 42 28 . 28 S45'11 ' 27 "E 90100 ' 001, LINE TABLE LINE LENGTH BEARING L1 30. 00 N89 "59 ' 41 " E L2 1158 N89 "48' 31 " E I_ 21 . 79 N89 '59141 of L4 24472 N89 `48330E L5 21 . 50 N0111027 " W LC 47. 00 N' 89 " 49 ' 33 " E L7 21 , 50 STI1 ' 2r 'rE L8 26 . 50 N 89 '48' 33 '" E pile i CL 7 7 2 A (P 7 �7 511A Z° Q OEM Y G ' _ _ _ .roe wa. I DAHO EXHIBIT DRAWING FOR 19 324 SURVEY DO,SF,Y eAHO83 ?04 TEAKWOOD PLACE SUB . - PHASE 1 SHEET No . f3C7•$E . it14H0 99 i G4 12(M ts�a• a� .rd GROUP , L LC LOCATED IN THE NW 4 OF THE NW u OF SECTION 28 DWG. DATE T, 3N . , RviE„ 6.M , . ADA COUNTY, IDAHO 11 f21 /2019 REVISED DESCRIPTION FOR TEAKWOOD PLACE SUBDIVISIOWPHASE 2 A parcel of land located in the NW 1 /4 of the NW 1 /4 of Section 29 , 73N . , R . 1E . , B . M . , Ada County . Idaho more particularly described as follows : Commencing at the NW corner of said Section 29 from which the N 1 /4 corner of said Section 29 bears North 89 " 59 ' 41 " East , 2 , 680 . 68 feet ; thence along the Borth t 'Un. dary line of said Section 29 Borth 89 � 59 ' 41 " East , 650 . 22 feet to the REAL POINT OF BEGINNING thence continuing along said North boundary (line North 89059 ' 41 " East , 258 . 71 feet ; thence leaving said North boUndary line Sopiuth 04 " 36 ° 20 " East , 95 . 88 feet ; thence South 39 ° 10 ' 20i" East , 133 . 84 feet ; thence South 00 ' ' 1 1 ' 31 " East , 255 . 49 feet ; thence South 89 ° 48' 33 " West , 26 . 50 feet; thence 31 . 42 feet along the arc of a cur/ e to the left , said curve having a radius of 20 . 00 feet , a central angle of 90 ' 00' 00it and a long chord. which bears North 45 ' 11 ' 27 " West , 28 . 28 feet ; thence North 00011 ' 27 " West , 21 , 50 feet : thence South 89048' 33" West , 47 . 00 feet ; thence South 00 `l11 ' 27" East , 21 . 50 feet ; thence 31 . 42 feet along the arc of a curve to the left , said curve having a radius of 20 . 00 feet , a central angle of 90 * 00' 00 " and a long chord which hears South 44048 ' 33 " West , 28 . 28 feet , thence South 89a48' 33 " West , 24 - 72 feet ; thence North 00 ° 11 ' 27 " West , 180 . 00 feet ; thence South 89u48 ' 33 " West , 100 . 10 feet ; thence 150 . 25 feet along the arc of a curve to the right , said curve having a radius of 98 . 50 feet , a central angle of 87 * 23 ' 50" and a long chord which gears North 46 ° 29 ' 35 " West , 136 . 10 feet ; thence South 8904831 " West , 13 . 56 feet ; 4 thence North 00 ' 11 ' 29 "' %fVest , 181 . 94 feet to the REAL POINT OF BEGINNING . � L Containing 2 . 36 acres , more or lessoil 4f 7729 OF � +t, ' Y ' r REAL POINT BASIS OF BEARING OF @EGININJI 1G N89 '59 ' 41 " E 288Or68 ' E . VICTORY RD , S . 19 S. 20 _ - ,� _ N89_1 ,. E 258 . 71 ' 1 ,/4 S , 20 S , 30 7 S . 29 , 650 , 22 ' _ _ _ _ MINIMS - 1771 , 75 S . 29 � rn co z" r*i N z Fi _ ' a . I ` i TEAKWOOD PLACE SUB . — PHASE 2 � � 2 . 36 ACRES 8 4 7729 '' 17 .t t� ;;o S89 "48' 33 " W I '. of ' Y G . LINE TABLE rcn o c ' ' LINE LENGTH BEARIN m mmaiI L1 13, 56 589a4 a .3 ; , .�A� 1 04 w � L2 24. 72 S89 *48133 L3 21 . 50 S011127 " E � L4 �i L4 47000 S8904833" W uri LEI II L5 21 . 50 N0 `11 ' 27 " W lf� 1 . 6 26 . 5O S89 ' 48' 33 " W L2 jr L5 �J J CURVE TABLE ' Q U CURVE RADIUS LENGTH CHORD DIST. CHORD BRG . DELTA tJ') C1 98s50 150 . 25 136 . 10 N46 * 29 ' 35 " W 87 '23 ' 50 " C2 20. 00 31 . 42 28 , 28 544048133 " W 90 '00 ' 00 " r C3 MOO 3142 28 . 28 N4511 ` 27" W 94'00' Oa" /� JOB No, DAHO EXHIBIT DRAWING FOR' u 19-324 9966 SURVEY MSE4 . AP4003704MERAW TEAKWOOD PLACE IJB , - PHASE 2 SHEET NIX e�xse , Ia�wa e� 7a !tom GROUP , L LC LOCATED IN n,E raw 4 OF THE NW 4 OF SECTION 21) DWG, DAIS TIM , RiE„ Bo , ADA COUNTY, I © AHO 2/25 /2020 n89 ' 59'41 "e 0 - cr x oc �T ,n i I L CD lb Q � j 3 4� ENS �� �G 7729 �7.4It,, v, n � r RY G . Teakwood Place Subdivision Annexation Closure Sheet 2 /25/2020 Scale : 1 inch = 120 feet File : Tract 1 . 7 . 5261 Acres ( 327838 Sq , Feet ) , Closure : n00 . 0000e 0 . 00 f1► . ( 11654829 ) , Perimeter= 2501 ft . 131 n89 . 5941 a 328 .84 08 nOO . 1129w 532 . 87 012 s04 . 3620e 80. 22 03 s39 . 1020e 7 t -96 04 &011 . 1129e 781 , 92 05 n73 . 1333w 420. 37 06 nOO . 1126w 263 . 65 ,717 n89 . 5941 e 21 . 79 John O . Fitzgerald (ISB # 1050 ) OCT 111999 FITZGERALD & FITZGERALD P . O . Box 427 Meridian, Idaho 83680 Telephone: (208 ) 8884461 Facsimile : (208 ) 88 & 3969 IN THE DISTRICT COURT OF THE FOURTH JUDICIAL DISTRICT OF THE STATE OF IDAHO , IN AND FOR THE COUNTY OF ADA CHARLES H . RICHARDSON and ) VICKIE R. RICHARDSON , husband ) and wife, ) Case No . CV OC 9903607D Plaintiffs , ) DEFAULT JUDGMENT } RtCORDED • REQUEST 0�` VS * ) ► DA GGUNTY RECORDER 60 STAN WYATT and ETHEL WY ' � VIE NAVARFtO ATT, FEE ' LDEPUTY 2* ) ' ` ac� , � E husband and wife , JOHN DOE WATTS and ) 99102811 MARY LOU WATTS , husband and wife , )1999 OC 20 Ali $& 50 AND ANY AND ALL UNKNOWN HEIRS ) ,To �- OF THE ABOVE NAMED PARTIES AND j ALL PERSONS CLAIMING AN ) INTEREST TO THE SAID PROPERTY } WHETHER BY POSSESSION , COLOR ) OF TITLE, INCLUDING BUT NOT ) LIMITED TO ANY HEIR, DEVISEE , ) SIICCESSCR OR ASSIGN TO ; HE ) FOLLOWING DESCRIBED REAL ) PROPERTY : j } BEGINNING AT A POINT ON THE ) NORTHERN BOUNDARY OF THE ) NORTHWEST QUARTER OF THE ) NORTHWEST QUARTER, SECTION 29 , ) TOWNSHIP 3 NORTH , RANGE I EAST, ) BOISE MERIDIAN , ADA COUNTY , ) IDAHO , WHICH IS SOUTH 89 DEGREES ) 49 ' EAST 620 . 22 FEET ALONG SAID ) NORTHERN BOUNDARY OF THE ) NORTHWEST CORNER OF SAID ) DEFAULT JUDGMENT — Page 1 . Page 1 of 4 12/18/2019 11 : 18 AM NORTHWEST QUARTER OF THE } NORTHWEST QUARTER OF SAID ) SECTION 29 , AND WHICH POINT WILL ) BE KNOWN AS THE REAL POINT OF ) BEGINNING . THENCE SOUTH 89 ) DEGREES 49 ' EAST 380 . 28 FEET ) ALONG SAID NORTHERN BOUNDARY ) TO A POINT, THENCE DUE SOUTH } 920 . 34 FEET ALONG A LINE PARALLEL ) TO THE WESTERLY BOUNDARY OF ) SAID NORTHWEST QUARTER ) NORTHWEST QUARTER OF SAID ) SECTION 29; TO A POINT, THENCE ) NORTH 73 DEGREES 04 ' WEST 420 . 08 ) FEET ( FORMERLY 424 . 66 FEET) TO A ) POINT, THENCE NORTH 0 DEGREES 02 ' ) WEST 263 . 79 FEET TO A POINT , ) THENCE SOUTH 89 DEGREES 49 ' EAST ) ALONG A LINE PARALLEL TO SAID ) NORTHERN BOUNDARY 21 . 56 FEET TO ) A POINT, THENCE DUE NORTH ALONG ) A LINE PARALLEL TO SAID WESTERN ) BOUNDARY 532 . 61 FEET TO THE REAL ) POINT OF BEGINNING . ) EXCEPT : } THAT PORTION FALLING WITHIN THE ) BOUNDS OF THE FOLLOWING ) DESCRIBED PARCEL : ) A PORTION OF THE NORTHWEST ) QUARTER OF SECTION 29 , TOWNSHIP ) 3 NORTH , RANGE I EAST, BOISE ) MERIDIAN , DESCRIBED AS FOLLOWS : ) STARTING �,T A POINT CN SECTIOI'J ) LINE COMMON TO SECTION 20 AND ) 29 , AND 999 . 2 FEET EAST OF SECTION ) CORNER COMMON TO 19120 , 30 AND ) 29 , THENCE SOUTH 4 DEGREES 36 ' ) EAST 60 . 7 FEET, THENCE SOUTH 39 ) DEGREES 10 ' EAST 333 . 1 FEET, ) THENCE SOUTH 30 DEGREES 14 ' EAST ) 276 . 1 FEET, THENCE SOUTH ALONG ) QUARTER MILE LINE 178 . 7 FEET, ) THENCE NORTH 30 DEGREES 14 ' ) WEST 423 . 5 FEET, THENCE NORTH 39 } DEGREES 10 ' WEST 354 . 1 FEET, ) THENCE NORTH 4 DEGREES 36 ' WEST ) DEFAULT JUDGMENT Page 2 . Page 2 of 4 12/18/2019 11 : 18 AM 95 . 9 FEET TO SECTION LINE , ) THENCE EAST ALONG SECTION LINE ) 90 . 3 FEET TO POINT OF STARTING ) AND EXCEPT ANY PORTION LYING ) WITHIN VICTORY ROAD, } Defendants . } This matter having come before this Court and the Court having entered the Default of the Defendants , save and except WESTERN UNITED LIFE ASSURANCE % OMPAIJY , a corporation , based upon Defendants ' failure to answer or otherwise respond to the Complaint tiled on the above- entitled matter; IT IS HEREBY ORDERED , ADJUDGED AND DECREED as follows : 1 . That CHARLES H . RICHARDSON and VICKIE R . RICHARDSON , husband and wife . are granted and hereafter possesses a fee simple interest on the following described real property . BEGINNING AT A POINT ON THE NORTHERN BOUNDARY OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 29 , TOWNSHIP 3 NORTH, RANGE I EAST, BOISE MERIDIAN , ADA COUNTY , IDAHO, WHICH IS SOUTH 89 DEGREES 49 ' EAST 620 . 22 FEET ALONG SAID NORTHERN BOUNDARY OF THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29 , AND WHICH POINT WILL BE KNOWN AS THE REAL POINT OF BEGINNING . THENCE SOUTH 89 DEGREES 49 ' EAST 380 . 28 FEET ALONG SAID NORTHERN BOUNDARY TO A POINT, THENCE DUE SOUTH 920 . 34 FEET ALONG A LINE PARALLEL TO THE WESTERLY BOUNDARY OF SAID NORTHWEST QUARTER NORTHWEST QUARTER OF SAID SECTION 29 , TO A POINT, THENCE NORTH 73 DEGREES 04 ' WEST 420 . 08 FEET ( FORMERLY 424 . 66 FEET) TO A POINT, THENCE NORTH 0 DEGREES 02 ' WEST 263 . 79 FEET TO A POINT , THENCE SOUTH 89 DEGREES 494 EAST ALONG A LINE PARALLEL TO SAID NORTHERN BOUNDARY 21 . 56 FEET TO A POINT , THENCE DUE NORTH ALONG A LINE PARALLEL TO SAID WESTERN BOUNDARY 532 . 61 FEET TO THE REAL POINT OF BEGINNING . EXCEPT : DEFAULT JUDGMENT — Page 3 . Page 3 of 4 12118/2019 11 : 18 AM THAT PORTION FALLING WITHIN THE BOUNDS OF THE FOLLOWING DESCRIBED PARCEL : A PORTION OF THE NORTHWEST QUARTER OF SECTION 29 , TOWNSHIP 3 NORTH , RANGE 1 EAST, BOISE MERIDIAN , DESCRIBED AS FOLLOWS : STARTING AT A POINT ON SECTION LINE COMMON TO SECTION 20 AND 29 , AND 999 . 2 FEET EAST OF SECTION CORNER COMMON TO 191 X 30 AND 29, THENCE SOUTH 4 DEGREES 36 ' EAST 60 . 7 FEET, THENCE SOUTH 39 DEGREES 10 ' EAST 333 . 1 FEET, THENCE SOUTH 30 DEGREES 14 ' EAST 276 . 1 FEET, THENCE SOUTH ALONG QUARTER MILE LINE 178 . 7 FEET, THENCE NORTH 30 DEGREES 14 ' WEST 423 . 5 FEET, THENCE NORTH .39 DF.GR.EES 10 ' WEST 354 . 1 FEET, THENCE NORTH 4 DEGREES 36 ' WEST 95 . 9 FEET TO SECTION LINE , THENCE EAST ALONG SECTION LINE 90 . 3 FEET TO POINT OF STARTING AND EXCEPT ANY PORTION LYING WITHIN VICTORY ROAD , 2 . All adverse claims , save and except the interest of WESTERN UNITED LIFE ASSURANCE COMPANY , a corporation , of any Defendants and all person claiming under said Defendants to the foregoing decreed fee simple interests are extinguished ; 30 Defendants and all other persons claiming under Defendants are hereby permanently enjoined from asserting; any estate , right , title , claim , lien or interest in and to said granted fee simple interests on the parcels of the real property ; and 4 . This DEFAULT JUDGMENT specifically excludes the interest of WESTERN UNITED LIFE ASSURANCE COMPANY , a corporation . Dated This &av of October , 1999 , KATHRYN A. ST10 :1 LLd11 KATHRYN A . STICKLEN ' - District Judge 14tti a � D DEFAULT JUDGE_ 1ENT - P;-ge 4 . Page 4 of 4 12/ 18/2019 11 : 18 AM AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) } COUNTY OF ADA ) (name) (address) (city) (state) being first duly sworn upon, oath, depose and say : i . That I am the record owner of the property desen" bed on the attached, and I grant my permission to : F1194 S� /_� ( (name) (address) to submit the accompanying application(s) pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and its employees harmtcss from any- claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application . s'. ; 'I hereby= grant permission to City of ?Meridian staff to enter the subject property for the purpose of site inspections related to processing said applications) . Dated this IQ day of . 20L1 (Signature) .. SUBSCRIBED AND SWORN to before me the day and year first above PAMEI A DRAPER (Notary Public for Idaho) -- --- - _ O , ARY PUBLIC - _ - — Rcs� tit Ar-.- -- - - - - - - - TAT OFD - _. _ _ - :- - - — - - - 1My Commission E. pires : _ 1- I W up � I < Coromuiut� i3t clo t7ct�i $ Ptanamcr ITNision s 3i B. Broad;tro_ Avena~ Stz. 10? Mendtm Idrhii A3642 -1140 E VICTORY RD At Ow I. u (� S1129223300 1835 E VICTOW I, . ,. MERIDIAN . ID 836 O42 _ 01 M, C O E Ue4...: C O ¢ " 0 co C O 'a 7 N O U Title : CCD TES VICINITY MAP LEAVITT ENGINEERS , INC . N N N O Owner: Project: STRUCTURAL * CIVIL HESSCOM CORP VICTORY COMMONS SURVEYING 6700 N . LINDER ROAD Job Number: Scale : m 10 MERIDIAN , ID 83646 1 200 � ( 208 ) 789-4064 IDesignedy: Drawn y : ec a y: 1324 FIRST STREET SOUTH, NAMPA, IDAHO 83651 PHONE (208)4634333/463-7670 FAX (208)463-9040 VIA) S 4 �- 14A) C rfy � ORS CITY OF MERIDIAN Pwci -APPLICA.TZON MEETING NOTES Project/Subdivision Name : L1ynwp� E• y1zwpy RD . Date : .6?17qllq Applicants )/Contact( s) : 1_6WII' g &3 �L . - / ) A nl City Staff : Kevin , Bill ,rat A4 4 1Z y g y 5,o1T I oe fd6 )A) Location : Size of Property : �4. ' Comprehensive Plan FLUM Designation : /'- /JA C3 - a e& . Acw.1 Existing Use : XeSjtogx"41} / _ Existing Zoning : Proposed Use : Proposed Zoning : �Z - 1P Surrounding Uses : Rg� � d� �1 -� &V Street Buffer( s ) and /or Land Use Buffer( s ) : 2 P ociv! Open Space/Amenities/ Pathways : .f-T L44 8 _ �-llc �z< Avr r41Vl Access/Stub Streets : 5724g 97TZ T �to rA5r Pip Waterways/ Floodplain /Topography/ Hazards : History : Additional Meeting Notes : - Po 17 l04 R/?v�e7z� IIJ7�/ZN4jL A"e OkLy OtVE" HORS w/ 150 &*, A)D442 DWLZ� a X) ! 4 4U-�l SCv0ZV 5712 yLcliA eww l-L �-�77/1 J S 6= " Ts'*-�c- 71 - A AXEx 770lU r ' g f tiC/ LE� LO+T&-A-L� - G L/0 0 1A) 6 LW 1) 4TLjelZ 01:JT- RAA cQ- A Z.y 2 00 CG 01 LrQ/ 7r2 C. & 714! ok) L7 S L { tP � lN57rPofn /,7 t4ne, ) mo w/ 17' % WP 7T /�/V APsouV D J 41'0 P Al2s ll()C S14rA ) 5 A- I oV o 6o K4 /p /z/ Note: A Traffic impact Study (TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays & expedite the hearing process, applicants are encouraged to submit the TiS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s) at the City. Please contact Mindy Wallace at 387. 6178 or Christy Little at 387- 6144 at ACHD for information in regard to a TIS, conditions, impact fees and process. Other Agencies/ Departments to Contact: : , Ada County Highway Dist . (ACHD ) Nampa Meridian Irrigation Dist . ( NMiD ) f Public Works Department ❑ Idaho Transportation Dept . ( ITD) ❑ Settler' s Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department , Jay ❑ Central District Health Department ❑ Fire Department ❑ Other : Application ( s ) Required , ❑ Administrative Design Review ❑ Conditional Use Permit Modification /Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat 12' Annexation ❑ Final Plat ❑ Time Extension Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment - Text ,9[ Preliminary Plat ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other Notes : 9) Applicants are required to hold a neighborhood meeting in accord with UDC 91 - 5k5C prior to submittal of all application requiring a public hearing (except for a vacation or short plat) ; and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC I9 - 5k5D. 3 (except for UDC text amendments, Comp Plan text amendments, and vacations) . The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan . Any subsequent changes to the UDC and/or Comp Plan may affect your submittal andlor application . This pre -application meeting shall be valid for four (4) months . Neighborhood Meeting Sign Up Sheet — ADA County Pro ' ecto Victory Commons Subdivision Locato' ona, End of Fathom — On site Dated October 30 , 2019 TI omco 6 : 30 p . m . ATTENDEES . V0 ? ILIt Ille� / q Aiklt .� ne J vtVN to lye COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC ) 11 - 5A- 5D , the applicant for all 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 Community Development ■ Planning Division ■ 33 E . Broadway Avenue, Ste . 102 Meridian, Idaho 83642 Phone : 20 & 884 - 5533 Fax : 20 & 88 &6854 www. meridianci , . orWplanning Dan Lardie From : noreply@meridiancity . org Sent : Tuesday, November 19 , 2019 3 : 28 PM To : dl@leavittengineers . com ; tricks@ meridiancity . org ; rbeecroft@meridiancity . org Subject : Address Verification Complete Address verification is complete for record LDAV- 2019 - 0744 Project : Victory Commons Subdivision Parcel ( s ) : S112922330 Lot : null Block : null Subdivision : null Comments : Parcel verification City of Meridian 33 E . Broadway Ave . , Meridian , Idaho 83642 Phone : 208 - 88 &4433 www , meridiancity . org All e - mail messages sent to or received by City of Meridian e - mail accounts are subject to the Idaho law, in regards to both release and retention , and may be released upon request , unless exempt from disclosure by law . ZCONSITE Post Office Box 190537 - Boise , Idaho 83719 site . consulting . idaho@gmaii . com - 208 -440 =6276 5 LTJ P LLB Mr . Dan Lardie December 18 , 2019 Leavitt & Associates Engineers , Inc . Page 1 of 16 1324 1st Street South File 19401 =A Nampa , Idaho 83651 R Geotechnical Recommendation Report Subdivision 'i4e wvcD /4 /P 1835 East Victory Road Meridian , Idaho Dan : As per your authorization , this consultant has prepared the following Geotechnical Evaluation & Recommendation Report for your proposed residential subdivision to be constructed on a single parcel at 1835 East Victory Road in Meridian , Idaho . Please see the following executive summary for items of concern . Based on the results of our investigation and evaluation , we believe the property is acceptable , from a geotechnical perspective , for the proposed subdivision . The construction and civil engineering recommendations presented within this report are to be incorporated into the project plans and specifications and adhered to during design and construction . Recommendations are provided for the design and construction of earthwork , foundations , slab on grade concrete , flexible pavements , storm water disposal and inspection and compaction testing requirements . We appreciate this opportunity to be of service and we look forward to working with you during the design and construction of this project . Should you have any questions or require additional information , please contact our office at your convenience . Respectfully submitted ; Bob J . Arnold , PE SITE Consulting , LL . ,%ONAL FH �GtSTEA OF �pP OHO J. ARC Geotechnical Services / Soil Testing & Inspection Services SITE Post Office Box 190537 - Boise , Idaho 83719 site . consulting . idaho@gmail . com - 208 -440 =6276 CONSUNG ,LTI LLB EXECUTIVE SUMMARY • Groundwater was encountered in both test pits at seven feet below the ground surface . It is believed this perched water is situated atop a very dense sand and gravel layer that contains clay fines . This is supported by well logs for neighboring properties , adjacent to the west and two lots to the east , that indicate the static groundwater is 22 & 27 feet deep . These logs are in the Appendix . • It is anticipated that the perch water is shallower when recharged during the irrigation season . This is based upon the property being located between Ten - Mile Creek and the Eight Mile Lateral and an extensive system of shallow drainage ditches across the subject property . There is also a seasonal pond , located in the northwest corner of the property that is visible in Google Earth historical aerial photos . Dewatering may be required for construction utilities more than six feet below the existing ground surface . • Lean clay soil is present on the surface . • Bedrock was not encountered in test pits that extended up to seven feet deep . The referenced IDWR well logs indicate that no bedrock is present . • Standard foundations are acceptable for residential construction . • ACHD ' s standard pavement section 2 . 5 ' HMA , 4 " of 3/ " base and 14 " of subbase is appropriate for this site due to the depth of the surface layer of sandy lean clay . • Due to the deeper gravel formation containing clay fines , a percolation rate of p = 4 in / hr . with a drain time of less than 12 hours is recommended for design . It is anticipated that drainage facilities will need to be extended to 9 - 10 feet deep . Perched groundwater may impact storm water design and construction . cv Geotechnica/ Services / Soil Testing A Inspection Services Post Office Box 190537 - Boise , Idaho 83719 site . consulting . idaho@gmail . com - 208 -440 =6276 ZCON2SULTINGo LLC INTRODUCTION PURPOSE AND SCOPE This report presents the results of a Geotechnical Evaluation performed for a proposed residential subdivision to be constructed on a single parcels on East Victory Road in Meridian , Idaho . Parcel information is as follows : # Ada Count # Address Acres 1 S1129223300 1 1835 East Victory Road 7 . 35 Access to the property will be gained from Victory Road and from a stub street ( East Fathom Street) within Tradewinds Subdivision to the west . Tuscany Lake Subdivision is to the south , a rural farm property to the east and Victory Road to the north . The Eight Mile lateral cuts across the northeast corner of the property . The purpose of this investigation was to evaluate the subsurface soil conditions and provide recommendations for building foundations and civil construction . The field investigation included subsurface exploration by means of a rubber tire mounted backhoe operated by an independent contractor . During excavation of the test pits , logs were generated , and soil samples were gathered . Soil samples were returned to our in - house soil laboratory for testing . After the field investigation and laboratory testing was completed , all available field and laboratory test data was reviewed , the provided design information was evaluated , and this report was prepared . This report summarizes our findings , and recommendations regarding the geotechnical aspects of the project . AUTHORIZATION E - mail authorization to proceed with this geotechnical investigation was received from the client on October 11 , 2019 . Authorization to proceed and the use of the recommendations provided herein indicate the client' s acceptance of the scope of work , warranty , limitations , and general conditions provided herein and within the submitted M proposal . Geotechnical Services / Soil Testing & Inspection Services SIT E Post Office Box 190537 - Boise , Idaho 83719 Z / S p site . consulting . idaho@gmail . com - 208 -440 -6276 CONSU LTI IVY LLB RESEARCH & BACKGROUND GENERAL A home and numerous outbuildings are present on the subject property . Plans indicate the home is to remain and all other structures will be demolished . The rest of the property is pastureland . Historical aerial photos available on Google Earth reveal that the property has historically been pastureland with no evidence of former building structures or improvements beyond those now present . FIELD INVESTIGATION Two test pits were advanced to depths of approximately seven feet below the existing ground surface . Sloughing soils prevented deeper exploration . During excavation , samples were recovered from the spoil piles as excavation was performed . These samples were sealed in plastic bags , labeled , and returned to the laboratory for evaluation and analysis . In the laboratory , sieve analysis (ASTM Test Method C136 - 93 ) , Moisture Content (ASTM Test Method 2216 - 92 ) and Liquid Limit , Plastic Limit and Plasticity Index (ASTM Test Method D 4318 - 93 ) testing were performed on selected samples . Tests were performed in general accordance with the cited ASTM test methods . All test results are included in the Test Pit Logs located in the Appendix . OBSERVED CONDITIONS Both test pits were similar with approximately 4 ' of brown , moist , loose , sand / clay soil present on the surface . This layer contains a shallow rootzone/organic layer that is 6 - 8 inches deep . Below this surface layer additional silt sand soils were encountered that extend to the gravel contact at 6 . 0 feet deep . Water was perched atop the sand and gravel layer at six feet . The top of the sand and gravel layer included clay fines . These may be contributing to perched groundwater . This layer is very dense and difficult to excavate . Excavation was halted after penetration this layer one foot . Monitoring wells were installed in both test pits . lqt Geotechnica/ Services / Soil Testing & Inspection Services S Post Office Box 190537 - Boise , Idaho 83719 site . consulting . idaho@gmail . com - 208 -440 =6276 CON U LTI NG , LLB DESIGN & CONSTRUCTION RECOMMENDATIONS General Earthwork It is noted that this engineer provided geotechnical engineering services on the adjacent Tradewinds Subdivision , located to the west of this property . The entire Tradewinds development was filled with 2 .4 feet of structural fill to improve drainage and clearance above the perched groundwater . All native soils that are free of organic matter and expansive clays are acceptable for use as fill . After proper grubbing , the native lean clay , silty sand or sandy silt , and all soils containing gravel removed from the right of ways can be utilized as structural fill to fill residential lots . Removal of the majority of the organic materials will require grubbing of 4 - 6 inches of surface soils . This is required in all areas to receive structural fill . Deeper excavation may be required along irrigation ditches , at the existing pond , and where large trees and soft wet areas are present . The depth of grubbing is to be adjusted and inspected during construction to ensure that organic materials are properly removed from beneath future pavements and structural fills . Inspection by the project geotechnical engineer should confirm that all organic material is removed . Structural fills less than three feet deep are to be compacted to 95 % of the maximum dry density by ASTM D698 , Standard Proctor . For deeper fills , such as ditch backfill , and fill intended to contain rerouted irrigation canals or storm water runoff , fill materials are to be compacted to 100 % of the maximum dry density . If structural fill is to be placed on residential lots or building pads , the fill is to extend laterally outside foundations a distance equal to the depth of structural fill . Granular structural fill should be placed beneath future slab on grade concrete including driveways , patios , and sidewalks . Compaction testing to confirm proper compaction is recommended . Visual inspection is also required to confirm stability and the lack of soft , deflecting , or rutting areas . Fill can pass compaction tests and still be rejected if it fails visual inspection . Ln v Geotechnica/ Services / Soil Testing & Inspection Services SITE Post Office Box 190537 - Boise , Idaho 83719 site . consulting . idaho@gmail . com - 208 -440 =6276 ZCI �ONSU LTI N � LLB Excavations Shallow excavations and trenches that do not exceed four feet in depth may be constructed with side slopes approaching vertical . Below this depth it is recommended that slopes not exceed a vertical to horizontal ratio of one to one . The ability of soils to maintain a vertical or near vertical slope over any extended period can be quite variable . This information is provided for planning purposes . It is our opinion that maintaining safe working conditions is the responsibility of the contractor . Jobsite conditions such as soil moisture content , weather condition , earth movements and equipment type , and operation can all affect slope stability . All excavations should be sloped or braced as required by applicable local , state , and federal requirements . Dewatering may be required if construction overlaps the irrigation season . Pavement Section Due to the presence of clay surface soils , ACHD ' s maximum pavement section of 2 . 5 ' HMA , 4 . 0 %% base , and 14 . 0 " subbase is recommended . Materials meeting the requirements of ISPWC & ACHD are required for all work within this project . Storm Water Based upon a shallow depth to seasonal high groundwater , storm water should be addressed with surface detention or drainage facilities . Percolation rates through the near surface soils can be expected to be quite variable based upon clay and silt content and inplace density at the point of injection . For design purposes a perc rate of P = 3 in . / hr . and a drain time of less than 12 hours is recommended . It is to be confirmed that any cemented layer present at the injection site is penetrated at the time of construction . Confirmation of perc rate at the time of construction by field testing is recommended . Geotechnica/ Services / Soil Testing & inspection Services S ' TE Post Office Box 190537 - Boise , Idaho 83719 site . consulting . idaho@gmail . com - 208 -440 -6276 04000 CON ULTING , LLC Residential Foundation System The proposed single -family residential structures may be supported on conventional , continuous , and isolated pad foundations founded upon the native soils or upon structural fill extending to these soils . Based upon proper placement and compaction of structural fill , bearing pressures of up to 1500 psf are allowed for foundations founded on the native soils or upon properly placed and compacted structural fill . Either crawlspaces or slab on grade floors are acceptable but slab on grade floors will eliminate the possibility of water accumulating in crawlspaces . If clay soil , wet soil or deflection soil is present at the foundation support elevation a geotechnical engineer should be retained for site specific recommendations . Foundation drains are required within this development . Roof runoff is not to route through foundation drains . Foundation embedment depth is to be at least 24 inches below outside adjacent grade . Foundation outside crawlspaces are to be sealed / waterproofed with brush or spray on foundation mastic . No basement is allowed without lot specific geotechnical /groundwater study . Slab on Grade Concrete Care must be taken so that all excavations below both interior and exterior slab on grade concrete are properly backfilled in accordance with the structural fill recommendations . Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall . Testing is to confirm that compaction has been achieved . Areas of excessive yielding should be excavated and backfilled with structural fill . Any fill used to increase the elevation of slab on grade concrete should meet the requirement for structural fill . Concrete pavements should be placed atop a mat of at least four inches of granular structural fill materials . Mat material should all pass a 3/4 - inch sieve and should contain less than seven percent passing the # 200 sieve . The mat shall be compacted to the requirement for structural fill . Requiring slab on grade floors would eliminate possible water in crawlspace concerns in the future . Geotechnicai Services / Soil Testing 8 inspection Services SITE Post Office Box 190537 - Boise , Idaho 83719 site . consuIting . idaho@gmail . com - 208 -440 -6276 ZCON2SULTING , LLC Underground Utilities It is not anticipated that large excavators or small backhoes will experience any difficulties excavating the onsite materials encountered on the property . No bedrock formation was encountered on the subject property . As indicated , dewatering of utility trenches may be required . Inspection & Testing A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations . For mass filling , field nuclear moisture - density testing shall be performed on each lift of compacted fill , one each filled residential lot or building pad . Trench backfill and right of ways are to be tested to ACHD and / or ISPWC requirements . It is noted that structural fill can pass compaction tests and still be unacceptable if pumping , rutting , or deflecting under vehicle or foot traffic . Contractor Inspections This report has been prepared with the intent to provide specific design information to the developer and the civil engineering consultant . It is not intended to act as any contractors " Due Diligence " or subsurface inspection prior to estimating construction costs or actual construction . With permission , the contactor ( s ) can utilize the onsite wells for their own evaluation of groundwater . 00 v Geotechnical Services / Soil Testing & Inspection Services Post Office Box 190537 - Boise , Idaho 83719 SITE C T site . consulting . idaho@gmail . com - 208 -440 =6276 ULIt/ONSULING , LLC General Comments After the plans and specifications for construction are completed , it is recommended that this consultant be provided the opportunity to review the final design and specifications . This review will confirm that the earthwork recommendations have been properly interpreted and implemented . At that time , it may be necessary to submit supplementary recommendations . This review is a part of this service and will not result in additional invoicing unless additional research and recommendations are needed . Testing and inspection services are recommended herein . Proper quality control during construction is required to confirm materials and methods and thereby obtain a desirable finished product . Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm proper demolition , subgrade grubbing , subgrade stability , and proper placement and compaction of fills . Any deviations from the herein described subsurface conditions must be brought to the attention of this consultant . This report has been prepared for the exclusive use of the client and their retained design consultants . Findings and recommendations within this report are for specific application to the proposed construction described herein and apply only to the property identified . Client may duplicate this report as needed or additional copies will be provided upon proper client authorization . Appendix Follows Ol v Geotechnical Services / Soil Testing & Inspection Services S Post Office Box 190537 - Boise , Idaho 83719 site . consulting . idaho@gmail . com - 208 -440 =6276 ZCON2SULTINGo LLC APPENDIX Preliminary Plat Aerial Photo Test Pit Logs ( 2 ) Soil Log Legend Abbreviations and Acronyms Adjacent Well Logs ( 2 ) 0 Geotechnical Services / Soil Testing & lnspecGon Services S ' TE Post Office Box 190537 IN Boise , Idaho 83719 site . consulting . idaho@gmail . com - 208 -440 =6276 LTI ZCONSULTING , LLC PRELIMINARY PLAT n BJO[ 91 WLE Iq?4i BWt n P+tt B.a4 1U R"" _ C. WVRv pO,D---���------777}}}—_sss_ _ •. �.,. it a - - ,' t it . ., .� : i 99 — — . • '� j _ - _ NOROtt o _ . ,. i I4 it v i r It a . 1 - x - - I - - - II I o Z i aQ anno j ivall n4 all4 i w Near IN IW Vale IN Pill Olt — ' Rip d 0 , l jii y �\ oil cy +i>.• ¢ R . 04 W 4 air - .N64 v ,t u / q L , �a LEAVITT S. ASSOCIATES VICTORY COMMONS IS ENGINEERS , INC . VICTORY COMMONS STRUCTURAL ' CML NE33COYY CORP. 000aao W Kwmsw YMDYAI BTBON. LIROER ROAD SURVEYING ' ' rq wrt A'/ x3fiVmM 1/ERIOIANa 10 &M46 _ REVISIONS PHONE 12M) ?V%4064 In M - Supplied by client Geotechnica/ Services / Soil Testing & Inspection Services SSITE Post Office Box • Boise , • • 83719 ite . consulting . idaho@gmaii . comi ZCON2SULTINGoULTIt AERIAL PHOTO Victory Rc � E Victo , R01E Vi t Rd Vi to E Vic Rd _ Oil 835 Victory • E Fatfioni � t �r rr �. . � z ,2 ph AIL t �' wO t � � ••14 � .. �y i i East Victory ' • • Meridian , • • from Iandprodata . com all Inspecigon Services Post Office Box 190537 - Boise , Idaho 83719 site . consulting . idaho@gmail . com - 208 -440 -6276 ZC0112SULTINGI LLC TEST PIT LOG Test Pit : TP - 1 File # : 19401 -A Client : Leavitt & Associates Date Excavated . 11 / 25/ 19 Project : Victory Commons Excavated By : Aspen Creek Const . Location : SE Corner Logged By . J . Meusch , PM - SITE DEPTH SOILS DESCRIPTION feet 1 . 0 " 3/4" 1 /2" 3/8 " # 4 # 10 # 40 # 100 #200 % M LL PI 0 . 0 -4 . 0 Brown/Tan , Moist, Firm , Sandy , Lean Clay ( CL) With Root Zone / Organic Layer 6 - 8 " 3 . 0 100 97 89 78 . 4 28 . 3 27 10 4 . 0 -6 . 0 Brown/Tan , Wet, Firm , Sand , Silt 6 . 0-7 . 0 Brown/Tan , Saturated , Firm , Silty , and , with Gravel & Cobble 6 . 5 100 98 97 85 40 19 13 . 8 18 . 3 NP NP Bottom of Excavation @ 7 . 0 7 . 0 Ground Water Encountered Monitoring Well in Place TEST PIT LOG Test Pit . TP -2 File # : 19401 -A Client : Leavitt & Associates Date Excavated : 11 /25/ 19 Project : Victory Commons Excavated By : Aspen Creek Const . Location . Center at West Side Logged By : J . Meusch , PM - SITE DEPTH SOILS DESCRIPTION feet 1 . 0" 1 3/4" 1 1 /2 " 3/8 " # 4 # 10 # 40 # 100 #200 % M LL PI 0 . 0 -4 . 0 Brown , Moist, Firm , Clayey , Sand ( SC ) with Root Zone / Organ c La er 6 -8 " 3 . 0 17 1 1 100 95 85 65 48 . 8 19 . 2 25 8 4 . 0 -6 . 0 Brown/Tan , Wet, Firm , Silty , Sand SM 5 . 0 I = I 1 100 98 72 60 48 . 5 18 . 8 25 6 6 . 0-7 . 0 Brown /Tan , Saturated , Firm , Sand , Gravel , Cobble Bottom of Excavation @ 7 . 0 7 . 0 Ground Water Encountered Monitoring Well in Place m Geotechnical Services / Soil Testing & Inspection Services SITE Post Office Box 190537 - Boise , Idaho 83719 Z/C site . consulting . idaho@gmail . com - 208 -440 -6276 OI�ISIJ LTI t LI SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES MAJOR DIVISIONS TYPICAL DESCRIPTIONS COARSE GRAVEL & < 5% - #200 GW Wellorgraded gravel , gravelmsand mixture , little or no fines . GRAINED GRAVELLY GP Poorly graded gravel , gravel sand mixture, little or no SOILS SOILS fines < 50 % - # 200 1< 50% we #4 1 5 =12% 4200 GM Silty gravel , gravel -sand -silt mixtures 12 % - # 200 GC Clayey gravel , gravel -sand -clay mixtures SAND & SANDY < 5% - #200 SW Wellmagraded sand , gravelly sand , little or no fines . SOILS 50% # 4 SP Poorly graded sand , gravelly sand , little or no fines - WEEN 12 % - #200 SM Silty sand , sand -silt mixtures SC Clayey sand , sand -clay mixtures FINE SILTS AND INORGANIC ML Inorganic silt and very fine sand , rock flour, silty or GRAINED CLAYS cla a fine sand or clayey silt with slight plasticity SOILS LL < 50 % CL Lean clay - low to medium plasticity , gravelly clay , sandy MENE > 50% - #200 clay , silty clay ORGANIC OL Organic silt and organic silty clay of low plasticity SILTS AND INORGANIC MH Elastic silt, micaceous or diatomaceous fine sand or silty CLAYS soil . LL MENNEEN ME> 50% CH Fat clay - high plasticity ORGANIC OH Organic clay -med . or high plasticity : organic silt HIGHLY ORGANIC SOILS PT Peat, humus , swamp soil with high organic content ABBREVIATIONS AND ACRONYMS STM American Society for Testing and Materials IBC International Building Code ISPWC Idaho Standard for Public Works Construction IDWR Idaho Department of Water Resources NP Non - Plastic PCC Portland Cement Concrete P Test Pit USCS Unified Soil Classification System pcf Pounds per Cubic Foot psf Pounds per Square Foot sf Tons per Square Foot psf/f Pounds per Square Foot / Foot rod Geotechnica/ Services / Soil Testing & Inspection Services SITE Post Office Box 190537 - Boise , Idaho 83719 �-^ site . consulting . idaho a�gmail . com - 208 -440 -6276 ZCONSULTING , LL1.. Adjacent Well Logs f IDAHO DEPARTMENT OF WATER RESOURCES Use Typewriter or 1 WELL DRILLER 'S REPORT Ball Pant Pen 1 . DRILLING PERMIT NO. ..R2 - 91 — -4f389 _ _ 11 . WELL TESTS; O91 t Other IDWR Ne ._-- - - a Pump ❑ Bailer MAir t7 Artesian2. OWNER: - --- - - - vwewm+n r>.■,emrn to rn. Name _ _. TORRY McAI. VAIN ` lug Address.. - P--Tw�om IM 19017 5 City BOISg State_jjtip 83T19 3. LOCATION OF WELL by legal description* Temp. Bottom hole temp.on: Water puedry test or comments :Sketch reap location mug agree w th written wcswn. " 12. LITHOLOGIC LOG : (Deecraw repairs or abandonment) wowea. TwP. -3 North IX or south O a.. rrm To Ramarb: unwbpy. Wstar GuYtry a Tarnpa.ene Y M n E P40• —1- East rX or west ❑ RRN FILL 1171111111T _ t3ov t Lot _ Cot 'ri�j ` �"" FIRM TnpqnTIA -�►DA- - ---- s Address of Well Site , �y 8QLSB _ Him g ,1>�,,1c'p l yFl —g2m RAND - --- RRX -SAND TAAV Na 4. PROPOSED USE: Domeetic O Municipal O Mortttor �j ImgsWn D Thermal O In)aNion ❑ OpW _ URN SAND iF 5. TYPE OF WORK Z( New Was ❑ Mod*y or Repair ❑ Rs0aWnWg ❑ Apendorynent 6. DRILL METHOD ❑ Mud Rotary CJAIr Rotary F1 Cable p Other - — UN A _`- 7. SEALING PROCEDURES srALd16XTF" PTpc AyourT ,, MG SA [Il VQ IFAr.y1 rrorw Ta [taw AV Was drive shoo used? Y N U Was drive shoe seal tested? Y 0N2 tow? S. CASINGILINER:own" v-- — - - rdn To UVA" Cos" lMt Yra\t�C 'hfiO�Aurn . 24dA CASCEWEED , . . ❑ ❑ ❑ 13 ❑ ❑ Length of Headppe-- S • Length of Tartpipa 9. PERFORATIONS/SCREENS U Perforations _Method AScreens Screen TyPs TCr . 4CMIDrt - __ ComplatedDepth_j Jj.! FE AY TOP OF CASINO..rabi.) r To 5a Sim "u�Mr a...r. ►rr..rr Data : Started �[Z 3� ��-- - - Completed 9 / 2 A / 9 0 13. ORILLER'S CERTIFICATION 238 24u ❑ UWe certify that art minimum wet axwrtichon swdar a were oorttpiiad with at .� the time the rig was removed. Firm Name SeO . S . WELLDRILLING Firm (Id' 12 10. STATIC WATER LEVEL OR ARTESIAN PRESSURE: R below ground Artesian pressure ib. Firm ant +� Date 9 — 2'PqY Depth flow encountered _ _- ..it Describe access port or am control devices — - - -- Supmvieor 0 Operator (1 , sOP...fprl FORWARD WHITE COPY TO WAFER RESOURCES L N t]A ct3 Geotechnica/ Services / Soil Testing & Inspection Services SIT E Post Office Box 190537 - Boise , Idaho 83719 site . consulting . idaho@gmail . com - 208 -440 = 6276 CONSULING ,TLLC Form 238-7 IDAHO DEPARTMENT OF WATER RESOURCES 6/07 2 WELL DRILLER ' S REPORT 1 . WELL TAG N0 . D 0006M 12 STATIC WATER LEVEL and WELL TESTS: G:& y Pamd No 115"t S f3Co yU $(Q Depth trsl . a,el cr ztnksed ltJ) Zr sect wrier lewd (q 31' Wda right or agedron wed t W sta letup ('F) 59 Bull= hole lam ('F) 59 2 OWNER pascroe acom pon Sanitary Wefl Cap Uddsl% Russ Wall best Test rmlhod: mim 11M E VI*ry Rd. aaedow, � Dwherge a Test dream FhvM uy Meddlan state Id zp ma MMAes Puna cabr Air a m 3. WELL LOCATION: 120 200 90 ❑ ❑ ® ❑ Nip 3 North ® or South ❑ Rye 1 Fasst ® or West ❑ sec 29 NW N NW 114 IN e� we sons WSW Quality teat of WeaaferNlK Gov I Lot canN Ada 13. LITNOLOGIC LOG anWor mom or abandonment Lai 42 ' 34.516 (Day. and Dem al mirKft) Bore long 116 ' 22363 (Day. and Dedirwl mnAes) Da From To Remerla, lYdon a dmdVeon of rrpwe a Water Addren d Wel Side Same n atandorsnen( wawa seorp Y N City Mwkum Lot. Ba Srb- Norm San Gravel3 Boulders 46 USE: 0 town Clay — — ® Domestic ❑ Munepal ❑ WAm ❑ lmptm ❑ Thermd ❑ Intemn o' 30 sand, Grav ens ❑ otm 0' Brown ClayX Sa�trips clay - 5. TYPE OF WORK dredc a/ net apply (RepJarrment ek ( -0 Brown clay ® New well ❑ Rqk mwnt wel ❑ MoNy moaap wet eavin Sand CtW -. Aland mect Other _ Stick town 8 DRILL METHOD: 6' 1 Sand/water ® All Rotary ❑ Mud Rotary ❑ C" ❑ 01hu T. SEALING PROCEDURES SewW4*W Fmw roe be or * Plerwwg Bent chips 50 0 22b S 6. CASIWUNER DieraeR From To Gapd Sda" AWsel CUM U rw Thaeded Welded Ir 1.5 135 250 Steel ® ❑ ❑ ❑ ❑ ❑ ❑ s ❑ ❑ ❑ ❑ Was dnve shoe used? Y N Shoe D*Ns) 139 9. PERFORATIONSISCREENS: PanYahons ❑ Y ® tJ Method — Aarwtactuedamen ❑ Y ® N Type _ Meow or irtaletim Fmmn To1e sbidn tJunEairlin tAdaret CrrpaSdaAr► - - Mmsuada 136' Larger of Henoppa Length of Tape Date Started BM2012 Conroelad Bf9t2012 Pecker ❑ Y ® N Ttpo 14. DRILLER'S CERTIFICATION 10, FILTER PACK: VW* om ih that all minimum "I construc4om :sandards were ca ood with at Frerr sralenY Ron To b n n Prevnrs n.eod the tine the rip wall removed. ca r per,y tJame CanAda Well Drilling 3 Pump Co No 304 l or -Prarcpet oriw Ead Skinner >l12012012 11. 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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 . This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re - used by someone else . Sincerely, Y � t , Glen Smallwood Surveying Technician 'I Ada County Development Services 200 W . Front St . , Boise , ID 83702 ; ' ( 208 ) 287 - 7926 office ( 208 ) 287 - 7909 fox From : Dan Lardie < dlardie@leavittengineers . com > Sent : Tuesday, February 4, 2020 7 : 48 AM To : Sub Name Mail < subnamemail@adacounty . id . gov > Subject : RE : [ EXTERNAL] RE : Victory Commons Subdivision Name Reservation Teakwood Place is the name that he wants to run with . Reservation is greatly appreciated . I look forward to receiving it . I am trying to get it over to the city before noon . Dan From . Sub Name Mail < subnamemail@adacounty . id . gov > Sent : Monday, February 3 , 2020 3 : 40 PM Too ' Dan Lardie ' < dlardie@leavittengineers . com > Subject : RE : [ EXTERNAL] RE : Victory Commons Subdivision Name Reservation 1 I � l • r .; L f I Lr` ' } 4 pp \ - I $oil 4 Is SON rid i \ � j 4 1, 1 ' J t t ` } is ;I i �14 I 4 I tE 1 1 I � ; � 4 ' � O ` I •f pp rLL s' - all r ppp ' _ I rr lb Im rC l Ir1 , 1 1 `t pe 00 9 ' L i . T 4: Q7O ,r , S IIIIIIIINK b f ' I � a r tj i t I 3 1 � t• r m0 I I too ku { +; : 4wia ! I � t i bit ;