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Mallane Commercial Subdivision PP 00-021CITY CLERK FILE CHECKLIST Project Name: Mallane Commercial Complex File No. PP 00-021 Contact Name: Russ Hepworth / The Land Group Phone: Date Received from Planning and Zoning Department: Planning and Zoning Level: Notes: 939-4041 September 27, 2000 Hearing Date: November 14, 2000 Transmittals to agencies and others: &W- 96 �L000 Notice to newspaper with publish dates: aa- : -i and Certifieds to property owners: G •''tP, a2 D -aa Planning and Zoning Commission Recommendation: Approve �y 00 City Council Level: Transmittals to agencies and others: Fa� Notice to newspaper with publish dates: ❑ Certifieds to property owners: ❑ City Council Action: Hearing Date:�� p ! h Com, O( and ❑ Approve [] Deny ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: ❑ Approved by Council: _ ❑ Copies Disbursed: ❑ Findings Recorded Development Agreement: ❑ Sent for signatures: ❑ Signed by all parties: ❑ Approved by Council: ❑ Recorded: ❑ Copies Disbursed: Ordinance No. ❑ Approved by Council: ❑ Recorded Resolution No. Deadline: 10 days ❑ Published in newspaper: ❑ Copies Disbursed: Notes: Resolutions: Original Res / Copy Cert: Minutebook Copy Res /Copy Cert: City Clerk City Engineer City Planner City Attorney Sterling Codifiers Project File Copy Res / Original Cert: Ada County (CPAs) Applicant (non -CPAs) Recorded Ordinances O : riginal: Minutebook Copies to: City Clerk State Tax Comm. State Treasurer, Auditor, Assessor Sterling Codifiers City Attorney City Engineer City Planner Project file Applicant (it appl) Findings / Orders: Original Minutebook Copies to: Applicant Project file City Engineer City Planner City Attorney Record Vacation Findings " Recorded Development Agreements: Original: Fireproof File Copies to:Appicant Project file City Engineer City Plan ner City Attorney MAYOR Robert D. Corrie CITY COUNCIL MEMBERS Ron Anderson Keith Bird Tammy deWeerd Cherie McCandless HUB OF TREASURE VALLEY A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 (208) 888-4433 • Fax (208) 887-4813 City Clerk Office Fax (208) 888-4218 LEGAL DEPARTMENT (208) 288-2499 • Fax 288-2501 PUBLIC WORKS BUILDING DEPARTMENT (208) 887-2211 • Fax 887-1297 PLANNING AND ZONING DEPARTMENT (208) 884-5533 • Fax 888-6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission, please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: Transmittal Date: October 5, 2000 File No.: PP 00-021 November 7, 2000 Hearing Date: November 14, 2000 Request: Preliminary Plat approval of 5 building lots on 6.95 acres in a proposed C -G zone for Mallane Commercial Complex By: The Land Group, Inc. Location of Property or Project: northwest corner of Fairview Avenue and North Hickory Way Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, P/Z Richard Hatcher, P/Z Keith Borup, P/Z Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department Sanitary Service Building Department Your Concise Remarks: Fire Department Police Department City Attorney City Engineer City Planner Parks Department (Residential Applications only) Gen - 26 PP/FP/PFP - 30 AZ - 27 Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department . I R F_K E REQUEST FOR SUBDIVISION APPROVAL PRELIIVIINARV PLA ND/Ott .FINAL PLAT PLANNING AND ZONING COMMISSION TIMlt TABLE FOR SUBMISSION. 'Me subn9ssion deadline for AT,I, applications (other than Final Plats and Variances) is 5:00 p.m. of the first business day of every ;wnth. Applications must be submitted to the Phwning & Zoning ikpartmcnt, located'at 200 E. Carlton Ave., Ste. #201, Meridian. NO EXCEPTIONS WILL BE MADE. The Planning and Zoning Commission will hear the request at the monthly meeting following the month that a complete application is received by the deadline date. Incomplete appiicatioans will be returned to the applicant and will not be processed until all required applicatlon elements are completed. Applicants are encouraged to arrange for a pre -application meeting with a Planner at least ten (10) business days BEFORE the submission deadline to address any concerns or questions regarding the project. i GEN RAL INFORMATIQN 1.Nan of .A.nnexatio.n Subdivisions: rO A L LA N E C o m te efC t o L_ Cow, _11� 2. General Location: PoVXtsirj off- 5w'/y 5EY4 5e«no 6j 3. Owners of Rcaflrd:ry) L L , TEo _4- eA Address. azo we ioi Telephone: 3yti - szm 4. ;Applicant: Ti lc c ,a Nr� G,czoun znx. _ Address: t 2a s. EAr to y! .. _ . , Zip 8 I tI Telephone: S. Engineer: mike. LiimaklCA F1rM:__,,j-jk 6aN4 Greoup sNc. 6. Name and address to receive City billings- Name: c4e_t s rnA LLA, e Address� z o , w -E --,-r =D A iAo i T2) sc Tetephane:�l �l - S zoo PR.ELI- tZIAR'Y PLAT CHECKLIST: Subdivision Features I . Acres: (p . 9 -5- 2. 2. Number of building lots: 5 3. ? Number of other lots: D 4. Gross density per acre: 0, -7 Z 5. ` Net density per acre: o . 7 2 6. Zoning Classifications):�-. o 7. If the proposedd subdivision is outside the Meridian City Limits but within the jurWictional mile, what is the existing zoning classifiaatian? N f1 8. Does the plat border a potential ip"n belt? N o 9. 10. 11. Have recreational easements been provided for? N k Are there proposed recreational amenities to the City?.. WO Explail , Are there proposed dedications of common area -07 N o Explain . For future park! 7? E lain 12. What schools) service the area?_ N _[A Do you propose any agreements for future school sites?.,.,, r�1 O Explain _.., .._ 13. Are there any other proposed amities to the City?_ o Explain 14. Type o€Building (Residential, Commercial, industrial or combination): Com m err-iA . 15. ? Type of Dwelling(s) (Single Family, Duplexes, Multiplexes, othcr): 2ZAE 16. Proposed Development features: a. Minimum square footage of lot(g):, y (v ► lT y syy - 06 Ac -<- b. Minimum square footage of structure(s): c. Are garages provided for?_ N /rA -- Square: footage; .. d. Has landscaping been provided for?..�aoa�)n _l�r14 lap- D gzIOR Z:?44' Of E&CA !=Q7- Will -LSTWill trees be provided For?_%L, Will trees be maintained7__yc-s f. Are sprinkler systems provided for'? N 6 g. Are there multiple units? >4 __Type:_.. — Remarks: h. Are there special set back requirements?Explain: i, Has offstreei parking been provided for? Ygs —Explain:_ f a a-kr,"�s -moo _ -eve -t-S. (3F_ P0.ov 06n P4 /t eto c-�°cN cvT. / f7 30 OUO %'ems cozen assessor Value rage of property:...—..� � �o s � ex G�-.-.� k- Type of €inancing for development: L Were protective covenants submitted? A/0 Date: 17. Docs the proposal land lock ether property? Docs it create Enclaves'? �✓� STATEMENTS,OF COMPLIANCE- I , Streets, curbs, gutters and sidewalks are to be constructed to standards as required by Ada County Highway District and Meridian Ordinance, Dimensions will be determined by the City Engineer. All sidewalks will be five (5) feet in width. 2. Proposed use is in conformance with the City of Meridian Comprehensive Plan. 3. Development will connect to City services. 4. Development will comply with City Ordin=ces. S. Preliminary Plat will include all appropriate easements. 6. Street names must not conflict with City grid system. Z THE LAND GROUP, INC. Member of Landscape Architecture • Civil Engineering • Environmental & Site Planning 0 128 S. Eagle Road • Eagle, Idaho 83616 • Phone (208) 939-4041 . Fax (208) 939-4445 ASL A September 27, 2000 Steve Siddoway 200 E. Carlton Suite 201 Meridian, Idaho 83642 RE: Mallane Commercial Complex Mr. Siddoway: Attached is a copy of a recorded C.C.&R. document that the Mallane Commercial Complex will model. Also attached are 2-blueline and 30-11" x 17" copies of the preliminary plat landscaping plan that you requested. Please contact me if you have any questions or are in need of any additional information. Sincerely, gu-w"L -�4-ja� Russ Hepworth The Land Group, Inc. 9 0000 § | f , , | 0 000 \> `/ 2� 9\ ;- 2 / to 49 | . . § � |q|!||I| |Z" MALLANECOMMERC IAL COMPLEX N\ § ! 9 f § PRELIMINARY PLAT _ _— _ _. MERIDIAN, IDAHO THE LAND GROUP, INC. Landscape Architecture • Civil Engineering • Environmental & Site Planning 128 S. Eagle Road • Eagle, Idaho 83616 • Phone (208) 939-4041 • Fax (208) 9394445 Mallane Commercial Complex Preliminary Plat Application Located in a portion of the SWIA of the SETA of Section 5, T.3N, R.IE., Boise Meridian. The following is a summarization of the tasks and items included with this preliminary plat submittal. 1. A pre -application meeting was held with Steve Siddoway and Bruce Freckleton, City of Meridian and Russ Hepworth and Phil Hull, The Land Group, Inc. on September 8', 2000. 2. Thirty copies of the completed application are enclosed. 3. A copy of the warranty deed with ownership and consent of the recorded owners is attatched. . 4. Name and address of party to receive billings and correspondence is on the application form line 6. 5. A legal description of the property stamped by a registered land surveyor is attached. 6. Thirty copies of the 2406 plat map with all required items is attached. • 7. No variances are being requested. . 8. The development is currently under development for a Louies Italian Restaurant. The property is currently zoned L -O (Limited Office District). In conjunction with this preliminary plat application a rezone to C -G (General Retail and Service Commercial) is being proposed. The current comprehensive plan zone is Existing Urban. The proposed C -G zoning is concurrent with other commercial zoning along Fairview Avenue. An 8.5x 11 conceptual development plan is attached to give a better idea of the intended concept. . 9. The entire area scheduled for development is the area shown on the preliminary plat map attached (see item 6). This area is not a portion of a larger holding. 10. Thirty copies of the vicinity map encompassing a'h-mile radius are enclosed. Vicinity map includes existing zoning. 11. Thirty copies of an 8.5x11, 1"=300' indicating all development within 300' of any boundary is attached. The layout of the proposed development is in bold outline. A request for a list of property owners within 300 feet has been made 7 days prior to submitting the application. . 12. Traffic impact on existing adjacent roadways is anticipated to increase delays for traffic exiting onto Fairview Avenue from N. Hickory Way during peak PM periods however delays are not anticipated to be above reasonable levels of service for the period. . 13. Conceptual engineering plans have already been submitted with the Louies Italian Restaurant plans for the site. 14. Fees shall be paid when requested. 15. lie--restr-ie 16. A copy of the geotechnical report for the site is enclosed which establishes estimated groundwater levels. Please contact me if you have any questions or are in need of any additional information. Sincerely, '�� _421� Russ Hepworth The Land Group, Inc. Member of ASLA 1nOA`d1I'INfudAoNOD `i ffIdL�I00'I�'IO-dam00d11d'I'INL�I ■ orn'anox�axvz��u t r kgs 'r IN I I I I! I I F c l090 i say... z 411, asa ' O lb Pis Jia =Lm � =j€ rb jp a rc `o o o u" o o rlge gi< ■�3 • '� 1 1 O D m[[4i1b J ow�F i '�. /. `;p •ill ;I'r GII;; a �' /� to %' '' / •q L l I S u m Ld --------------- mom dao • ' i 1; l ' J �^ i in ii. m ' 111 1'1' .� o 1 I IIIIi 1 i k a s- - 1., • � � P4 ' Phi -------------- _ _-_ 1 IF EEE Ur m o III �, / •F/ -�r' v-. ..�� I I .� j .I 1.1 111 1 I ' 11 Iib y � /� 1 ` III ■] , r 1 m IiI k q �1 _ — fit \ . I ----------------- ----- 1 1 ' ' 0 3 1— I d N n LOUIESCBOISE} 20$ 342223 P-02 97021096 A PioneerCoeapaay PIONF-ER TITLE CUMPANY OF kDA COUNTY 81Ei W. Rifleman kvc / Sotse, Idaho 83704 (ZGgy �j 19 PH l 21 F E E RECCE—t.:.. C� WARRANTY DEED (CPAPORATk r-ortaa) CAPITAL :'HRISTIAN CENTER, 0 IDAHO CORPORATION, WHO ACQUIRED TITLE AS C"ITOL Ci1RISTIAIvqr CENTER, INC. , AN IDAHO CORPORATION orgastized and existing under the laws of the State of Idsho, with its ptiacipai office at $Corporation gram0r, hereby CON V EYS or GRANTS and WARRANTS TD of C011r_ty of ADA $tate of Idaho, PARTNERSHIP H AND L LIMITED PARTNERSHIP, AN IDAHO of P.O. BOK 1614, BOISE, ID 03701 grantee EY](dt TEN AND OTHER VALUABLE CONSIDERATION ----- _--_ for the surd of the f0llon,'iog described traact(s) of land in AOA C3llnty, State of Idaho: ^w DOLLARS, SEE ATTACHED EXHIBIT "A" WHICH BY THIS REFERENCE IS A PART OF INCQRFORATED HEREIN ANA [ADE Location Of above dcs.ribed propmy .1 A1R` LEE ,,'VF House No. Street _.—.-- Tht officer.; who sign this dtcd bcrtby Cartery That this deed and the transfer represented thcteby w$$ duly authorized under a resolutinu duly adopted by the board of diteCtors of the grantor at a lawful meeting duly held and attended by a quorum. in witness w5creof, the grantor rias Caused its CCrporate nitrne and seal. to be htreauto affixed by its duly authorized atffiters this 18 day Of Xarch , A,D, 1997 PI �CHRjgj,6 CENTER (CORPORATE NAME) gy" PRESIDENT Attest — SECRETARY STATE OF rou tp of ADA - On yrr„ Cltt this . �'.8, .they of..,f9_are'r. , in tut vearafi ' E C"djigkSIGNED ronal ly tt(,pr;ted known or K or tificl w me t� be (fie pctson �V70 ezecuied th7i t t c1 t oR behalf - to ate - ° stia=gTporxticn, and that such a>rporation executed the same. U19 k t C l I'll Notary Fubl(��{�'.t • •a 1.," Residing at: My cont Oussiorhl?xpires: 5-5-93 �—ti_--- File Number: P1S2816 - EKHIMIT A A PORTION CF LAND LOCATED IN THE SOUTH 1/2 OF THE SOUTHFAST 1/4 OF SECTION 5, TOWNSHIP 3 NORTH RAN3E 1 EAST, ADA COUNTY, IDAHO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 5, FROM WHICH THE SOUTH 1/4 OF SAID SAID SECTION $ BEARS NORTH 89 DEGREES 4&'53' WEST 2644,18 FEET; THENCE NORTH 69 DEGREES 48163' WEST ALONG THE SOUTHERLY BOUNDARY LINE OF SAID SECTION 5, A DISTANCE OF 1735.D2 FEET; THENCE LEAVING SAID BOUNDARY LINE NORTH 00 DEGREES 24'45" EAST, 46,90 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST FAIRVIE'N AVENUE; THENCE NORTH 89 DEGREES 35'15" WEST ALONG SAID RIGHT-OF-WAY LINE, 249.01 FEET TO THE REAL POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35'15' WEST ALONG SAID RIGHT-OF-WAY LINE, E61.11 FEET, THENCE LEAVING SAID RIGHT-OF•WAY LINE NORTH 00 DEGREES 27'36" EAST, 393.51 FEET; THENCE NORTH 43 DEGREES 21'38" EAST, 257.68 FEET TO THE POINT ON THE SOUTHERLY RIGHT-OF-WAY LIKE OF NORTH HICKORY WAY; THENCE ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING FOUR CALLS. SOUTH 76 DLOREES 04'35" EAST, 107.02 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 37 DEGREES 21'42' A RADIUS OF 370.00 FEET AND A CHORD LENGTH OF 237.02 FEET WHICH BEARS SDUTH 57 DEGREES 26'44" EAST; THENCE ALONG SAID CURVE 241.27 PEET TD THE POINT OF TANGENCY; THENCE SOUTH 38 DEGREES 45'53^ EAST, 192,89 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL ANOLE OF 21 DEGREES 10'55', A. RADIUS OF 210.00 FEET AND A CHORD LENGTH OF 77,20 FEET WHICH BEARS SOUTH 49 DEGREES 21'20, EAST; THENCE ALONG SAID CURVE 77,83 FEET; THENCE LEAVINS SAID RIGHT-OF-WAY LINE SOUTH 00 DEGREES 29'33' WE5T, 231,74 FEET TO THE POINT OF BEGINNING_ END OF LEGAL DESCRIPTION _ LOUIES CBOISE1 208 34;L.,2225 F.01 P 0. BOX 1614 BOISE, IDAHO 83101 -T- f -e b ye- "I Ve 6f ocAp -4, P C-2 kl"A', v�p,ry 4- ('-e-z-ovu- 41C4-paV"+�.e�s� gip. a b ve. State of Idaho County of Ada On Qc�� Personally appeared before me, who is personally known to me whose identity I proved on the basis of whose identity I proved on the oath/affirmation of: , a credible witness, to be the signer of the above document, and he/she acknowledged that he/she signed it. ` �e�ereeuoeee2eo. , Notary Public �aT Al? , 00 E Residing in Kuna Idaho. 'a G L My commission expires on October 2, 2003. ��a•, Q��1a o•~ J�soaerea° This Notary Certificate is prepared on a separate page and is attached to the document entitled A--�\ , c containingpages, and is attached to the document by means of aep 1y ZUUU I2:4dPM ENGINEERING NW No -u655 P. E, North W 10221 West Emerald, Suite 140 Project No. 00-026-01 LLC Boise, Idaho 83704 ANGEL PARK LOT 1 DESCRIPTION (208) 376-5000 - Fax (208) 376-5556 Date: 09-19-00 A parcel of land being Lot 1, Block I of Angel Park Development Subdivision, as same is shown on the plat thereof recorded in Book 73 of Plats at Page 7551 and 7552, of Ada County Records, lying in the SW 1/4 of the SE 1/4 of Section 5, T. 3 N., R. 1 B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the 1/4 comer common to Sections 5 and 8 of said T.3N., R.1 E., from which the section corner common to Sections 4, 5, 8 and 9 of said T. 3N., R.1 E., bears South 89048'53" East, 2644.16 feet distant; Thence from said 1/4 comer, North 0°27' 14" East on the North-South mid- section line, 55.14 feet to the southwest corner of said Lot 1, said point being the REAL POINT OF BEGINNING; Thence continuing on said mid-section line and the westerly lot line of said Lot 1, North 0027'14" East, 388.86 feet; Thence leaving said mid-section line North 43°22'30" East on the northwesterly lot line of said Lot 1, 257.72 feet; Thence on the Northerly lot line of said Lot 1 for the following four courses, South 76107'35" East, 106.95 feet to a point of curve; Thence 241.27 feet on the arc of a curve to the right, said curve having a radius of 370.00 feet, a central angle of 37°21'42" and a chord distance of 237.02 feet which bears South 57°26'44" East; Thence South 38045'53" East, 192.86 feet to a point of curve; Thence 77.63 feet on the arc of a curve to the left, said curve having a radius of 210.00 feet, a central angle of 21 010'54" and a chord distance of 77.19 feet which bears South 49°21 '20" East to the northeasterly most corner of said Lot 1; Thence leaving said northerly lot line, South 0°29'33" West on the easterly lot line of said Lot 1, 227.62 feet to a point on the southerly lot line of said Lot 1; ANGEL PARK LUT f DESC.doc Page 1 of 2 Sep .19 2000 11:48PM ENGINEERING NW No 0655 P. 3/3 Thence North 89032'34" West on said southerly lot line, 661.11 feet to the real point of beginning. Containing 6.9 acres more or less. PREPARED BY: Engineering NorthWest, LLC s. James R. Washburn, PLS ANGEL PARK LOT I DESC.doc Page 2 of 2 LOUIE'S RESTAURANT PROPERTY OWNERS WITHIN 300' CAPITOL CHRISTIAN CENTER INC 2760 E FAIRVIEW AVE MERIDIAN ID 83642-0000 COOK SEAN M & COOK SHANNON L 2580 E APRICOT CT MERIDIAN ID 83642-7331 JONES ARNOLD & JONES MARILYN EVA 2602 E APRICOT CRT MERIDIAN ID 83642-0000 HUBER BRET L & HUBER VICTORIA G 2624 E APRICOT CT MERIDIAN ID 83642-7338 NIELSEN DAVID S & NIELSEN KELLY D 2646 E APRICOT CT MERIDIAN ID 83642-7338 HAMMOND RUSSELL M & HAMMOND JEANNE R 2643 E APRICOT CRT MERIDIAN ID 83642-0000 E APRICOT CRT SULLIVAN JERRY D & SULLIVAN DONNA K 2567 E APRICOT CT MERIDIAN ID 83642-7331 NYMAN DONNA K 2521 E APRICOT DR MERIDIAN ID 83642-7330 MARTSENYUK BOGDAN L & MARTSENYUK GALINA F 2593 E APRICOT CT MERIDIAN ID 83642-7331 HINSHAW RONALD C & HINSHAW ALI M 2619 E APRICOT CT MERIDIAN ID 83642-7338 HARTWELL MARK A & HASKINS-HARTWELL ENRIQUETA M 2635 E APRICOT CRT MERIDIAN ID 83642-0000 SMITH JANET L KLASSEN PHILIP C 2534 E GRAPEWOOD AVE MERIDIAN ID 83642-0000 WALL CLINTON R & WALL STACY G 2518 E GRAPEWOOD DR MERIDIAN ID 83642-7335 BATCHELOR ROBERT W 2472 E GRAPEWOOD DR MERIDIAN ID 83642-7334 POVLSEN ERIC T & POVLSEN BETH M 2490 E GRAPEWOOD DR MERIDIAN ID 83642-7334 DOVE MEADOWS HOMEOWNERS ASSOC 9550 BETHEL CT BOISE ID 83709-0000 E APRICOT DR MCDONALD DAVID J & MCDONALD ANGELA D 2579 E GRAPEWOOD DR MERIDIAN ID 83642-7335 M AND L LIMITED PARTNERSHIP PO BOX 1614 BOISE ID 83701-0000 2500 E FAIRVIEW AVE HILL DALE W & HILL SHIRLEY A 2561 W GRAPEWOOD DR MERIDIAN ID 83642-0000 DITTMAN AARON C & DITTMAN JANALEE 2543 E GRAPEWOOD DR MERIDIAN ID 83642-7335 THIEME DAN C & IRIS N AND THIEME WILLIAM C & MARGARET 2529 E GRAPEWOOD DR MERIDIAN ID 83642-7335 SCHMITH NANCY L 2465 E GRAPEWOOD DR MERIDIAN ID 83642-7334 BROWN CORY L 2487 E GRAPEWOOD DR MERIDIAN ID 83642-7334 GRANT COREY WAYNE & TAYLORGRANTNANCY 2505 E GRAPEWOOD DR MERIDIAN ID 83642-7335 EWING SARA L 1500 ELDORADO ST STE 4 BOISE ID 83704-8565 2230 E FAIRVIEW AVE BOISE PAVING & ASPHALT CO PO BOX 5814 BOISE ID 83705-0814 2680 E FAIRVIEW AVE HOPPE STEVEN K 2325 E FAIRVIEW AVE MERIDIAN ID 83642-5705 CORTABITARTE JESS J CORTABITARTE AGUEDA 739 E PARKCENTER BLVD APT 132 BOISE ID 83706-6529 2365 E FAIRVIEW AVE WRIGHT THOMAS T & JUDITH L PO BOX 2727 BOISE ID 83701-2727 2555 E FAIRVIEW AVE WALLACE INVESTMENTS LP PO BOX 7524 BOISE ID 83707-0000 2655 E FAIRVIEW AVE BEWS EDWARD L BEWS SHIRLEY G 5204 N SORRENTO CIR BOISE ID 83704-2347 2755 E FAIRVIEW AVE W 0 0 0 w 0 0 co 0 0 N 0 0 D G m D G m 0 c rn X m -I n c X Z =fib C Co 0 Wox�� A74p� A V A 0 fi A v n m n 0 .� 1 M m a O zO CZ MM M O O jo D 2 mZ0 002 AO m=M m 2 O m o�y A M > D Z X CITY OF MERIDIAN "Hub of Treasure Valleys" 33 E. Idaho Meridian, Idaho 83642 888-4433 VUJLUIIICI J Order No. Date Z aon t Name 65 M L tA(7ti D Phone: SOLD BY CASH C.O.D. CHARGE ON ACCT. MDSE. RETD. PAID OUT /17`4 I =fib C Co 0 Wox�� A74p� A V A 0 fi A v n m n 0 .� 1 M m a O zO CZ MM M O O jo D 2 mZ0 002 AO m=M m 2 O m o�y A M > D Z X CITY OF MERIDIAN "Hub of Treasure Valleys" 33 E. Idaho Meridian, Idaho 83642 888-4433 VUJLUIIICI J Order No. Date Z aon t Name 65 M L tA(7ti Address M t� Phone: SOLD BY CASH C.O.D. CHARGE ON ACCT. MDSE. RETD. PAID OUT /17`4 I Z fywh x113 X2. jo IZG I I I I � I I Ar t d--73 I I I I I I I I I All claims and returned goods MUST be accompanied by this bill. TAX 0012368 Byceived _ TOTAL Q 1 i SZ GS -202-2 PRINTED IN U.S.A. PNINTEO WITH � Q SOY INK C�6tU MATERIALS %0 TESTING & INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Sorts INVESTIGATION REPORT PROPOSED COMMERCIAL DEVELOPMENT LOUIE'S PIZZA &ITALIAN RESTAURANT FAIRVIEW AVENUE MERIDIAN, IDAHO Owner c/o The Land Group 128 South Eagle Road Boise, Idaho 83616 Ph: (208) 939-4041 MTI File Number B00104g 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@cvberhiqhway.net www.cvberhighway.net/-mti a / . / e. mi No INI a ,f]fAZ7fNN�• ' _� e`46 8 ` 9-gyr - '°'� � = r %� 1 - .'al RR • t � °rA� � = x.°cr.m r. g °r'a (�,� °prr., r`` °moi, I • - 1 g A, .y r rq,.,�` I �r' t „ r. � � 1 �•°crr,�`• 4 rI rr` pQ ^r r 1 1 R 1 ° �yy, 'ryq I r I: ,r ♦ r 4 '�P.,q� 9 °4r a' i i ,> ♦_ I 'ry 1 �Ai i °r,°. � 4 ` ' I � y,r ��h N3 ' ` � S-' q i a9►, 1�' .r ! I � g 'r/� -1 ' 1 °rlkrr y�. r,r � �� ..,, m •_"-, I'1, . g _ _•v� °'y I _ •'''+ �°'r. ay4 r (>� :'•'. 1 q �' /m, .. a � , N- / � `'r .l ' ,Q � g,"y - `�:• 9` o l i I Y 20 g � � I r� rM1q P �'•'� ' •fir' ' '., f � � ,:, � 4� � � � q, i 3 I I _ 1 VICINITY MAP KTA CpMATERIALS �-. February 25. 2000 TESTING & INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\admi n-2\c-drive\data\2000report\000-300\b00 104g\geotech.doc Mr. Mike Liimakka The Land Group 128 South Eagle Road Eagle, Idaho 83616 (208) 939-4041 Re: Subsurface Soils Investigation Proposed Commercial Development Louie's Pizza & Italian Restaurant NWC Fairview Avenue & North Hickory Way Meridian, Idaho Gentlemen: In compliance with your instructions, we have conducted a soils exploration and foundation evaluation for the above mentioned development. The results of this investigation, together with our recommendations, are to be found in the following report. We have provided three copies for your review and distribution. The fieldwork for this investigation was conducted on 11 February 2000. During our exploration, eight test pits were advanced and soil samples submitted for laboratory testing from the project site. The data have been carefully analyzed to evaluate pertinent geotechnical conditions. Provided geotechnical, groundwater and construction recommendations are listed in the table of contents. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions. We would be pleased to continue our role as geotechnical engineers during the project implementation. MTI also has great interest in providing materials testing and special inspection services during the construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. We appreciate this opportunity to be of service to you and we look forward to working with you in the future. If you have any questions please call us at (208) 376-4748. FES /A- , loee�;l Philip B. DeVol Staff Geologist Respectfully Submitted, Materials Testing & Inspection, Inc David O. Cram, P.E. General Manager S, QRD o �l KEVIN L. o c2 SCHROEDER 0 d 6 t 964 * i _ sTgTEOF,DP�/ & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com CpMATERIALS ^ rebruary 25, 2000 TESTING & Page # 2 of 32 NSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\admin-2\c-drivc�data\2000report\000-300\b00 104g\geotech.doc TABLE OF CONTENTS PREAMBLE............................................................................................................................1 EXECUTIVESUMMARY.........................................................................................................3 INTRODUCTION................................................................................................................... 5 ProjectDescription...............................................................................................5 Authorization............................................................................. ........................5 Purpose..................................................................................................................5 Scope..........................................:...........................................................................5 Warranty and Limiting Conditions....................................................................6 General............................................................................................ ................... 6 DESCRIPTIONOF SITE.........................................................................................................7 SiteLocation..........................................................................................................7 GeneralGeology Of Area.....................................................................................7 Site Topography, Drainage And Vegetation......................................................7 Site Climatology And Geochemistry...................................................................8 GeoseismicSetting................................................................................................8 SUBSURFACECONDITIONS...................................................................................................8 GeneralNotes........................................................................................................8 SOILSEXPLORATION...........................................................................................................9 Drilling And Sampling Procedures.....................................................................9 Laboratory Testing Program...............................................................................9 Description Of Foundation Materials.................................................................9 SoilsSurvey Review..............................................................................................10 Volatile Organic Scan...........................................................................................10 SITEHYDROLOGY................................................................................................................11 GeneralNotes........................................................................................................11 Water Level Measurements.................................................................................11 HydraulicConductivity........................................................................................12 LATERAL EARTH PRESSURES..............................................................................................12 FOUNDATION, SLAB AND PAVEMENT DISCUSSION AND RECOMMENDATIONS ..................14 GeneralNotes........................................................................................................14 Foundation Design Recommendations................................................................15 FloorSlab-On-Grade...........................................................................................15 Recommended Pavement Sections......................................................................16 CONSTRUCTION CONSIDERATIONS.....................................................................................18 Earthwork.............................................................................................................18 StructuralFill........................................................................................................19 Backfill...................................................................................................................19 Excavations...........................................................................................................20 GroundwaterControl...........................................................................................20 GENERALCOMMENTS.........................................................................................................20 APPENDIX...........................................................................................................................21 GENERALNOTES...................................................................................................22 TESTPIT LOGS.......................................................................................................23 PAVEMENT THICKNESS DESIGN............................................................................31 COpyaiylTr 0 2000 MATERIALS TESTING & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS C February 25, 2000 & TESTING Page # 3 of 32 1W INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\admin-2\c-drive\data\2000report\000-300\b00 104g\geotech.doc Subsurface Soils Investigation Proposed Commercial Development Louie's Pizza & Italian Restaurant Meridian, Idaho EXECUTIVE SUMMARY The following is a brief summary presented with conclusions and recommendations for the proposed development. This summary must be read in conjunction with the entire accompanying report for proper interpretation of the overall investigation. Subsurface Conditions: During our exploration, eight test pits were advanced and soil samples submitted for laboratory testing from the project site. Evidence from test pits suggests that shallow soils on-site generally consist of dark brown clayey sand through the upper 1 to 2 feet and underlying light brown to brown clayey sand. Brown elastic silt with sand was encountered between the depths of 1.0 to 3.5 feet in test pits near the northern end of the Louie's Restaurant structural footprint and in the western side of the property. Mottled weak calcium carbonate cementation can be expected within this soil. In the northeastern portion of the property, brown silty sand with weak calcium carbonate cementation was encountered beneath the surficial clayey sand. Evidence suggests that the total section of these soils generally extends to a depth ranging between 2 and 6 feet. Brown silty sand with gravel (4" to 6" minus and rounded) was encountered across the site beneath the above mentioned soils. In three of the test pits, the upper 2 feet (approximately) of this soil exhibited cohesive/clayey qualities. Groundwater Conditions: Water was encountered at depths ranging from 10.5 to 12.5 feet. Piezometers in the area suggest that annual high groundwater levels may be (approximately) 5 feet higher than these depths. These annual highs likely occur (because of irrigation) in the late summer/early fall. Wet Weather Conditions: During periods of wet weather, surficial clayey sand soils may potentially exhibit significant rutting and pumping under construction traffic. During these periods, construction on the site may become very difficult, if not impossible. Structural Fill: Sand and gravel, 6 inch minus, 70% passing 3/4" size, less than 12% passing #200 size. Building Foundations: Bearing pressure of 1,000 psf at 2 feet below surface on clayey sands of silts. Alternative bearing pressures of 3,000 psf at 4 feet below surface on silty sands or compacted structural fill. COpygigkr © 2000 MATERIAls TES71Nq & INSPECriON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS February 25, 2000 cc TESTING V Page # 4 of _2 Air INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\adm in-2\c-drive\data\2000report\000-300\bo0104g\geotech.doc Drainage: Seepage beds for on-site disposal of water should not be finished in relatively cohesive/clayey layers (if encountered) within the silty sand with gravel soils. Pavement: 4.0 inches structural sub -base (pit run) no truck access areas, 6.0 inches structural sub -base truck access areas; 4.0 inches crushed aggregate base in all areas; 2.5 inches asphaltic concrete in all areas; sub- base thicknesses should be increased by 6.0 inches during wet subgrade soil conditions. COpymghT © 2000 AMTERWs TESTiNq & INspEC iON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS February 25, 2000 CC TESTING v Page # 5 of 32 INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\adm i n-2\c-drive\data\2000report\000-300\b00104g\geotech.doc INTRODUCTION This report presents the results of a geotechnical investigation and analysis in support of data utilized in the design of structures as defined in Chapter 18 of the 1994 and 1997 Uniform Building Code. Information in support of groundwater and stormwater issues pertinent to the practice of Civil Engineering is included. Observations and recommendations relevant to the earthwork phase of the project are also presented. The premise for this report is as follows: Project Description: The proposed development is in the city of Meridian, Ada County, Idaho, and in the SWI/4, SWI/4, SEI/4, of Section 5 Township 3 North Range 1 East, Boise Meridian. The project will consist of five lots zoned for commercial development. Current plans include a Louie's Pizza and Italian Restaurant on one of the five lots. On-site disposal of surface runoff is planned. Differential settlements are limited to 1/2 inch. Loads of 2,000 pounds per lineal foot for wall footings and 40,000 pounds for columns were assumed for settlement calculations. Retaining walls are not anticipated as part of the project. Authorization: Authorization to perform this exploration and analysis was in the form of a written authorization to proceed dated 7 February 2000, from Mr. Mike Liimakka of The Land Group, representing the owners. Purpose: The purposes of this foundation exploration and analysis are: • to determine the various soil profile components and their engineering characteristics for use by the design engineers and/or architects in preparing or verifying the suitability of the foundation design and placement • preparing site drainage designs • indicating issues pertaining to earthwork construction. Scope: The scope of this investigation included a review of geologic literature and existing available geotechnical studies of the area; a review of available environmental reports; a reconnaissance of the immediate site; a subsurface exploration; field and laboratory testing; and an engineering analysis and evaluation of the foundation materials. COpynighT © 2000 MATERiA[S TESTING & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti*mti-id.com www.mti-id.com MATERIALS February 25, 2000 cp TESTING & Paye # 6 of 32 INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering Cl Construction Materials Testing ❑ Special Inspections \\admin -2\c -d rive\data\2000report\000-300\b00 104g\geotech. doc Warranty and Limiting Conditions: The field observations and research reported herein are considered sufficient in detail and scope to form a reasonable basis for the purposes cited above. MTI warrants that the findings and conclusions contained herein have been promulgated in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology, only for the site described in this report and only for the project described in this report. No other warranties are implied or expressed. Any comments in this report concerning onsite conditions and/or observations, including soil appearances and odors, are provided as general information and is not intended to describe, quantify or evaluate any environmental concern or situation. These engineering methods have been developed to provide the client with information regarding apparent or potential engineering conditions relating to the subject property within the scope cited above and are necessarily limited to the conditions observed at the time of the site visit and research. The report is also limited to the information available at the time it was prepared. In the event additional information is provided to MTI following the report, it will be forwarded to the client in the form received for evaluation by the client. There is a distinct possibility that conditions may exist which could not be identified within the scope of the investigation or which were not apparent during the site investigation. This report was prepared for the use of the property owners (at the time of the report) and their retained design consultants ("Client"). Conclusions and recommendations presented in this report are based upon the agreed-upon scope of work outlined in the report and the Contract for Professional Services between Client and Materials Testing and Inspection, Inc. ("Consultant"). Use or misuse of this report, or reliance upon the findings hereof by any parties other than the Client, is at their own risk. Neither Client nor Consultant make any representation of warranty to such other parties as to the accuracy or completeness of this report or the suitability of its use by such other parties for any purpose whatever, known or unknown to Client or Consultant. Neither Client nor Consultant shall have any liability to, or indemnifies or holds harmless third parties for any losses incurred by the actual or purported use or misuse bf this report. No other warranties are implied or expressed. General: Any revision in the plans for the proposed structure from those enumerated in this report should be brought to the attention of the soils engineer so that he may determine if changes in the foundation recommendations are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the attention of the soils engineer. COpwigkT © 2000 MATERWs TESTINq & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS TESTING & INSPECTION February 25, 2000 Pate # 7 of 32 ❑ Environmental_ Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\adinin-2\c-dri ve\data\2000repo rt\000-300%001048\geotech.doc DESCRIPTION OF SITE Site Location: The proposed development site is located within the eastern portion of the City of Meridian, Idaho, west of the junction of Fairview Avenue and Eagle Road. Access to the site is gained by traveling Interstate -84 to Eagle Road (exit #46). Follow Eagle Road northward for approximately 1.5 mile to its intersection with Fairview Avenue. The proposed development site exists as an open parcel north of Fairview Avenue approximately 0.4 mile west of this junction. The location is depicted in the site map plates included in the Appendix. General Geology Of Area: The subject site is located within the Boise Valley which is directly underlain by a thick sequence of alluvial sands and gravels typically deposited on basalt formations. These sediments are loosely named the Boise River Gravels and were deposited as river floodplain and stream overwash from the Boise River. These gravel deposits tend to have imbricated well-rounded clasts, poor sorting and crude stratification of beds of gravel and lenses of cross -bedded sand suggesting deposition in braided channels. The Boise River Gravels consist of unconsolidated clay, silt, sand, gravel, and cobbles. These gravels have been subdivided into smaller units based on their age and are exposed as distinct alluvial terraces. Five of these terraces are well exposed in the Boise area and range in age from Middle Pleistocene to Holocene (Recent) (0 - 0.9 million years ago). The site lies on the Whitney Terrace, the second terrace above the currently defined floodplain. Geologic data published for the area indicated that bedrock is typically encountered at a depth of approximately 100 feet beneath the soil surface (Othberg and Stanford, 1992). Site Topography, Drainage And Vegetation: The proposed development site currently exists as a relatively flat vacant field. The field was used in the past for agricultural purposes. Remnant corrugations/furrowing from this usage remain evident. Fill material has been deposited in several areas across the site. A relatively large pile of this material is located near the northern end of the proposed structural footprint of Louie's Pizza and Italian Restaurant. Material in this pile is primarily topsoil likely removed during construction on a nearby lot. Debris (trash) was encountered scattered across the site. Regional drainage is to the northwest toward the Boise River. Stormwater drainage for the site is achieved primarily by percolation through surficial clayey sand soils. Municipal drainage facilities in the site vicinity consist of those present along North Hickory Way. Vegetation across the site consists primarily of grasses and weeds. Copynigflfr © 2000 MATERIALS TeSTINgf & INSPECTiON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com CoMATERIALS TESTING & INSPECTION February 25, 2000 Page # 8 of 32 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Ins --tions \\admin-2\c-drive\data\2000report\000-300\b00104g\geotech.doc Site Climatology And Geochemistry: Average precipitation is on the order of 10-12 inches per year. The annual average temperature ranges from 20 ° F to 91 ° F with extremes ranging from -4 ° F to 102 ° F. The average wind speed ranges to 11 mph in the spring with a prevailing direction from the SE. Soil in the area is primarily derived from siliceous materials and exhibits low electro -chemical potential for corrosion of metals or concretes. Local aggregates are generally appropriate for all Portland Cement and Lime Cement mixtures. The State Transportation Department has adopted anionic asphalt cements. The pH of surface waters, groundwaters and soils in the region typically range from 7 to 9. No indication of abnormal geochemical conditions was noted at the site. Nominal frost penetration is typically on the order of 6 inches, with extremes ranging to 3 feet. Geoseismic Setting: This project site is located within a "Zone 2B Area" as per the 1994 and 1997 edition of the Uniform Building Code. All building structures on this project should be designed as per the U.B.C. requirement for such a seismic classification. The investigation did not reveal any characteristics particularly susceptible to seismic hazards. The incidence and anticipated acceleration of seismic activity in the area is low. The total depth of the dense soils is considered as less than 200 feet. Soils on the site are classed type Sp in accordance with Chapter 16 Section V of the 1997 U.B.C., with a site coefficient of S, for the 1994 U.B.C. SUBSURFACE CONDITIONS General Notes: The field exploration to determine the engineering characteristics of the foundation materials included a reconnaissance of the project site and investigation by test pit. Each test pit site was located in the field by means of normal taping procedures from on-site features of known locations and is presumed to be accurate to within a few feet. Upon completion of the investigation each test pit was filled in with loose excavated materials. These loose areas may need to be re -excavated and compacted prior to constructing structures over them. Copyuiglff © 2000 MATWAIS TE54NC, & INSPEC 0N, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS TESTING & INSPECTION February 25. 2000 Page # 9 of 32 ❑ Environmental Services ❑ Geotechnical Engineering_❑ Construction Materials Testing ❑ Special Ins --tions \\admin-2\c-drive\data\2000report\000-300\b00104g\geotech.doc SOILS EXPLORATION Exploration and Sampling Procedures: Samples were obtained from representative soil strata encountered in the test pits. The samples obtained were classified in the field by a geologist, identified according to test pit number and depth, placed in sealed containers and transported to the laboratory for additional testing. These materials have been further described in detail in the logs provided in the Appendix. The results of the field and laboratory tests are also presented in the logs. It is recommended that these logs not be used for estimating quantities due to highly interpretive results. Laboratory Testing Program: Along with the field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the foundation materials necessary in analyzing the behavior of the proposed building structure. The laboratory testing program included Atterberg Limits Tests - ASTM designation D-4318, and Grain Size Analysis - ASTM designation C-117, C-136. A bulk sample for California Bearing Ratio (CBR) value determination - ASTM designation D-1883 - was collected near projected roadways. All phases of the laboratory testing program were conducted according to applicable ASTM Specifications and the results of these tests are to be found in the accompanying logs located in the Appendix. Description Of Foundation Materials: Surficial soils across the site have been disturbed by past agricultural use. Based on typical plow depths, this disturbed depth should be considered to be between 1.5 and 2.0 feet in depth from the existing surface. The following soils were generally encountered during exploration: 0 Dark brown clayey sand - This soil was encountered through the upper 1 to 2 feet of each test pit. This soil was classified in the field as slightly moist and of dense relative density. Organic materials were encountered generally through the upper 3 inches of this soil. Material sampled from 0 to 1.4 feet in depth (lab test ID -A) in test pit 1 is typical of this soil. • Light brown to brown clayey sand - This soil was encountered between the Surficial clayey sand and the silty sand with gravel soils in test pits 1, 2, 5, and 8. Field classification identified this soil generally as slightly moist, and of dense to very dense relative density. Samples on between the depths of 1.0 and 2.5 feet (lab test ID -B) and between 2.5 and 4.0 feet (lab test ID -C) in test pit 2 are typical of this soil. CopyRigkr © 2000 AMR:RwIs Tmnvq & INSpEcrloN, INC - 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS .� c k�ebruary 25, 2000 & CP TESTING Page = 10 of .2 INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\admin-2\c-drive\data\2000report\000-300\b00 104g\ aeotech. doc • Brown elastic silt with sand - This soil was encountered between the depths of 1.0 and 3.5 feet in test pits 3 and 4. This soil was classified in the field as slightly moist and of stiff consistency. Mottled weak calcium carbonate cementation (caliche) was encountered throughout this layer. Layering of weak (caliche) cementation was generally encountered through the lower 6 inches of this layer. Material sampled from 1.0 to 3.5 feet in depth (lab test ID -D) in test pit 4 is typical of this soil. • Brown silty sand - This soil was generally encountered in a 2 to 3 foot thickness beneath the surficial clayey sand in test pits 6 and 7. This soil was classified as slightly moist and dense. Weak calcium carbonate cementation was encountered throughout this layer. • Brown silty sand with gravel - This soil was encountered at depth in each test pit. The top of this soil layer was encountered at depths ranging from 2.5 to 5.5 feet. Rounded cobbles encountered ranged in size to 6 inches. Evidence from the test pits suggests that this soil generally exists at shallower depths in the southeastern portion of the property, and at greater depths in the northern portion (see test pit logs in the Appendix). In test pits 1, 2, and 8, the upper 2 feet (approximately) of this soil were observed to exhibit cohesive/clayey qualities. For optimal drainage, it should be verified that seepage beds for on-site disposal of water are not finished in a layer as such. Test pit sidewalls exhibited minimal indication of collapse through cohesive soils and moderate propensity for collapse while excavating through deeper silty sand with gravel soils. Soils Survey Review: A review of the United States Department of Agriculture (USDA) Soils Conservation Service Soils Survey of Ada County Area ,Idaho, indicates the Purdam silt loam soil type to be characteristic of the site area. Specific characteristics, as defined by the USDA, are listed below. Purdam silt loam: Moderately permeable, runoff is slow, erosion hazard is slight. Volatile Organic Scan: No environmental concerns were identified prior to commencement of the investigation. Therefore, soils obtained during on-site activities were not assessed for volatile organic compounds by portable photoionization detector (PID). No samples obtained during our exploration activities exhibited any odors or discoloration typically associated with this type of contamination. No groundwater encountered during these same activities exhibited any coloration from like contamination. Copyaigl,r © 2000 MATEF S TMNG & INSpecnoN, INC - 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com CVMATERIALS .� February 25, 2000 TESTING & Page# 11 of32 INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\admin-2\c-drive\data\2000repo n\000-300\b00104g\geotech.doc SITE HYDROLOGY General Notes: Existing surface drainage conditions are defined in the Site Description. Information provided in this section is limited to observations made at the time of the investigation. Regional and/or local ordinances may require information beyond the scope of this report. Water Level Measurements: Groundwater was encountered at depths ranging from 10.5 to 12.5 feet in test pits 1, 2, 3, and 5 during the investigation. Groundwater levels in the site vicinity are likely controlled in large part by local irrigation activity. Therefore, these groundwater levels are likely highest during the late summer/early fall irrigation season. The extent to which groundwater levels rise on a seasonal basis is difficult to specify. However, data from MTI installed piezometers (monitoring wells) in the Meridian area suggest that groundwater levels may rise on a seasonal basis on the order of 5 feet from those observed during exploration. Based on observations in test pits, and knowledge of the area, the likelihood of encountering groundwater during construction is considered low. However, the following groundwater data should be noted in the design of on-site drainage systems. Test pit surface elevations above are approximated in reference to an iron rod with plastic cap (stamped "FLSI PLS 7612") found in the southeastern corner of the property. An elevation of 100.0 feet is assigned to this point for reference. Further, it should be noted that depths given in the above table can be measured with relative accuracy during excavation and should be treated with greater confidence than the approximated elevations. COpynigkT © 2000 Mnmtids TEsnNq & INsPECriON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com Test pit 1 Test pit 2 Test pit 3 Test pit 5 Surface elevation (ft.) 98.3 97.6 98.3 99.5 Depth to groundwater (ft.) 10.5 10.5 11.0 12.5 Groundwater elevation (ft.) 87.8 87.1 87.3 87.0 Test pit surface elevations above are approximated in reference to an iron rod with plastic cap (stamped "FLSI PLS 7612") found in the southeastern corner of the property. An elevation of 100.0 feet is assigned to this point for reference. Further, it should be noted that depths given in the above table can be measured with relative accuracy during excavation and should be treated with greater confidence than the approximated elevations. COpynigkT © 2000 Mnmtids TEsnNq & INsPECriON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com lddm AM MATERIALS tvTESTING & INSPECTION February 25, 2000 Page # 12 of 32 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\adm in -2\c-d r i ve\data\2000 repo rt\000-300\b00104g\geotech.doc Hydraulic Conductivity: Soil permeability --a measure of the ability of a liquid to move through a soil --was not tested in the field. In this report this parameter is approximated by soil type and gradation. Within the shallow clayey sand soils, hydraulic conductivity values ranging between 4 and 12 inches per hour can generally be expected. Elastic silt with sand soils, such as those encountered in test pits 3 and 4, typically exhibit hydraulic conductivity values ranging between 2 and 6 inches per hour. Hydraulic conductivity within silty sand soils, such as those encountered beneath the surficial clayey sand in test pits 6 and 7, can generally be expected to range between 4 and 12 inches per hour. Coherent layering of calcium carbonate cementation (caliche) within any of these soils will likely significantly inhibit (and possibly prohibit) vertical movement of water. Silty sand with gravel soils, such as those encountered at depth in each test pit, will generally exhibit hydraulic conductivity values approaching 24 inches per hour. For maximum drainage potential, it should be verified that seepage beds are not finished in relatively cohesive/clayey layers of the silty sand with gravel soil. Within these layers, hydraulic conductivity is likely significantly less than the previously stated 24 inches per hour. LATERAL EARTH PRESSURES The following recommendations should be used in dealing with lateral earth pressures. The following lateral earth pressures are presented as Rankine's states of plastic equilibrium. For lateral forces on a gravity block, a sliding frictional coefficient of 0.4 is appropriate under typical conditions. A state of plastic equilibrium is one in which the subject material is considered to be 1) homogeneous and unbounded and 2) at the point of incipient instability. This state is evaluated upon the basis of unit weight, mechanical properties and the definition of instability. An in-depth presentation of these forces can be found in Terzaghi and Peck, 1948, Soil Mechanics in Engineering Practice, John Wiley & Sons (pub.). For the purpose of this report, it is assumed that native soils will be the material of concern regarding lateral earth pressures. This is not appropriate for any structures intended to support an imported soil mass, except as indicated below. Furthermore, changes in natural soil moisture, such as can be imposed by site stormwater systems, can change the values listed below. Below grade restrained walls, such as basement walls, should be designed with at rest pressures. Active pressures are used for conditions where the wall moves or rotates away from the soil mass at failure. Passive pressures are used for conditions where the wall moves toward the soil mass at failure. Copyniglir © 2000 MATWAlS TESnNq & INSPEC iON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS February- 25, 2000 TESTING & Page # 13 of 32 Cp INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\admin-2\c-drive\data\2000repo rt\000-300\b00 104g\geotech.doc MTI perceives that the soils of interest for lateral earth pressures will be those soils encountered hetwaP„ three and ten il Leet in depth. For those soils the following values should be used: Soil Type: Sandy Silt Dry Unit Weight: 102 pcf Internal Friction Angle: 26 Bouyant Unit Weight: 65 pcf Depth From 3 feet to 10 feet Natural Void Ratio: 0.7 Natural Moisture: 16% At rest lateral earth pressure: 59 pounds per cubic foot Kn= 0.5 Active lateral earth pressure: 46 pounds per cubic foot Ka= 0.4 Passive lateral earth pressure: 303 pounds per cubic foot Kp= 2.6 The values listed in the previous table are for drained conditions. For saturated conditions the values listed below will prevail: Soil Type: Saturated Sandy Silt Dry Unit Weight: 102 pcf Internal Friction Angle: 26 Bouyant Unit Weight: 65 pcf Depth From 3 feet to 10 feet Natural Void Ratio: 0.7 Natural Moisture: 28 % At rest lateral earth pressure: 95 pounds per cubic foot Ko= 0.5 Active lateral earth pressure: 83 pounds per cubic foot Ka= 0.3 Passive lateral earth pressure: 324 pounds per cubic foot Kp= 2.6 Compacted imported structural material, such as that used to backfill the soil side of walls, is expected to demonstrate the following characterkticc- Soil Type: Compacted Sandy Gravel Dry Unit Weight: 128 pcf Internal Friction Angle: 35 Bouyant Unit Weight: 83 pcf Depth From 0 feet to 20 feet Natural Void Ratio: 0.4 Natural Moisture: 5 % At rest lateral earth pressure: 81 pounds per cubic foot KY,= 0.6 Active lateral earth pressure: 36 pounds per cubic foot Ka= 0.3 Passive lateral earth pressure: 496 pounds per cubic foot Kp= 3.7 Should another material be used in the backfill, MTI should be consulted for correct lateral earth pressure values. Only drained conditions are presented for backfill. Copyriigtg © 2000 AMrERials TESTINq & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS February 25, 2000 TESTING & Page tt 14 of =2 Cp INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing 0 Special Inspections \\admin-2\c-drive\data\2000report\000-300\b00 104g\geotech.doc The preceding values are presented for idealized conditions relating to simple shallow structures. For complex structures, deep structures, or for structures with remarkable perimeter landscaping, a soils engineer should be retained as part of the design team in developing appropriate project design parameters and construction specifications. MTI recommends that any retained/restrained soil mass be drained. This can be accomplished by installing wall and toe drains in all soil -supporting walls. In areas where there is potential for significantly high soil moistures in the supported soil mass, the installation of drains in the soil mass is recommended. Particular consideration of roof drain effluent and irrigation water must be made. FOUNDATION, SLAB AND PAVEMENT DISCUSSION AND RECOMMENDATIONS General Notes: Various foundation types have been considered for the support of the proposed building structure. Two requirements must be fulfilled in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain stability; and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the superstructure. The allowable settlement is usually exceeded before bearing capacity considerations become important; thus, the allowable bearing pressure is normally controlled by settlement considerations. Considering the subsurface conditions and the proposed construction, it is recommended that the structure be founded upon conventional spread footings and continuous wall footings. Settlements should not exceed 3/4 inch if the following design and construction recommendations are observed. Copynighr © 2000 MATEF s TFsriNq & INSpeaiON, INC 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIAL SS ^ February 25, 2000 TESTING `T Page # 15 o£32 Co NSPGCTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\ad min-2\c-drive\data\2000report\000-300\b00 104g\geotech.doc Foundation Design Recommendations: On the basis of the data obtained from the site and the test results from the various laboratory tests performed, MTI recommends that the following guidelines be used for the net allowable soils bearing capacity. Footing Depth ASTM D 1557 Subgrade Compaction Net Allowable Soils Bearing Capacity Alternative 1: 2.0 feet and greater bearing on Not Required 1,000 lbs/ft2 competent native, undisturbed clayey sand and/or silt, or compacted common fill* Alternative 2: 4.0 feet and greater bearing on Not Required 3,000 lbs/ft2 competent native silty sand or compacted structural fill (bearing on silty sands at 4.0 foot depth) L�va.V. LV1VL lV 111V u1a%,Ua01V11 U11 FLIM 3121U5 for runner comment on existing till. The footings should be proportioned to meet the stated bearing capacity and/or the Uniform Building Code 1997 minimum requirements. Total settlement should be limited to 3/4 inch total with differential settlement of 1/2 inch. Any objectionable soil type encountered at the bottom of footing excavations should be removed and replaced with structural fill. Any excessively loose or soft spots or areas that are encountered in the footing subgrade will require over -excavation and backfilling with structural fill. In order to minimize the effects of any slight differential movement that may occur due to variations in the characters of the supporting soils and any variations in seasonal moisture contents, it is recommended that all continuous footings be suitably reinforced to make them as rigid as possible. For frost protection, the bottom of external footings should be 30 inches below the finished grade. Floor Slab -On -Grade: Before the placing of concrete floors on the site, or before any floor supporting fill is placed, any organic, loose or obviously compressive materials must be removed. The remaining subgrade should be treated in accordance with Earthwork guidelines and other Construction Considerations presented later in this report. Areas of excessive yielding should be excavated and backfilled with structural fill. CopyvigkT © 2000 MATERIALS TESTINgT & INSPECTiON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com VjAdIIIIIIII MATERIALS TESTING & INSPECTION February 25, 2000 Pate 4' 16 of 32 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\admi n-2\c-drive\data\2000report\000-300\b00104g\geotech.doc Fill used to increase the elevation of the floor slab should meet the requirements for structural fill. Refer to the section on structural fill for requirements. Before placing any material in support of the floor slab on grade, the compaction of any existing common fill must be verified. Existing common fill 4 feet or more below the floor slab granular mat (drainage fill course) must be compacted to a minimum 90% of the maximum density as determined by ASTM D 1557. All fill materials above this elevation must be compacted to a minimum 95% of the maximum density as determined by ASTM D 1557. For existing common fill less than 4 feet below the granular mat, demonstration of the required compaction for the upper 1 foot shall suffice provided that no yielding material or soft spots are encountered in attaining the required compaction. A free draining granular mat (drainage fill course) should be provided below slabs on grade. This should be a minimum of four inches in thickness and properly compacted. The mat should consist of a sand and gravel mixture generally complying with ASTM D 1241 Type 1 Gradation A aggregate. No less than 70% of this aggregate shall pass the 3/4 inch screen and no more than 10% of the aggregate shall pass the #200 screen. The maximum aggregate size shall be no more than 1/3 the mat thickness. A moisture retarder should be placed beneath all floor slabs to minimize potential ground moisture effects on floor coverings. The granular mat shall.be compacted to not less than 95% of the maximum density as determined by ASTM D 1557. Recommended Pavement Sections: MTI has made assumptions for traffic loading variables based -on the character of the proposed construction. The Client should review these assumptions to make sure they reflect the intended use and loading of the pavements both now and in the future. As requested, a bulk sample of the near -surface soils was collected for CBR testing. The sample was collected from 0 to 1.2 feet in test pit 8 and is classified as a clayey sand. The resulting CBR value for this sample is 8, with a swell of 0.055 inches (1.2%). The following thicknesses are MINIMUM THICKNESSES for assured pavement function. Depending on site conditions, additional work may be required to support construction equipment. The results of the test are graphically depicted in the appendix. CopyRigk © 2000 MATERIAls TESTING & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS TESTING & INSPECTION February 25, 2000 Page # 17 of 32 ❑ Environmental Services ❑ Geotechnical En2ineering ❑ Construction Materials Testing ❑ Special Ins --tions \\ad m i n-2\c-drive\data\2000report\000-300\b00 104g\geotech.doc Flexible Pavement Sections The A.A.S.H.T.O. design method has been used to calculate the following pavement sections. Calculation sheets provided in the Appendix indicate the soils constant, traffic loading, traffic projections and material constants used to calculate the pavement sections. MTI recommends that all materials used in the construction of Asphaltic Concrete Pavements meet the requirements of the State of Idaho Transportation Department (ITD) Standard Specification for Highway Construction. Construction of the pavement section should be in accordance with these specifications and should adhere to the guidelines recommended in the section on Construction Consideration. Pavement Section Component I Driveways and Parking, Truck Access Driveways and Parking, No Truck Access Asphaltic Concrete 2.5 Inches 2.5 Inches Crushed Aggregate Base 4.0 Inches 4.0 Inches Structural Sub -Base 6.0 Inches 4.0 Inches Compacted Subgrade Not Required Not Required Aggregate Base Material complying with ITD Standard Specifications for Highway Construction sections 303 and 703 for aggregates. Structural Subbase Any material complying with the requirement for granular structural fill in the Soils Report EXCEPT that the maximum material diameter is no more than 2/3 of the component thickness. *Note: Sub base sections should be increased 6 inches (beyond those given above) during periods in which wet subgrade soil conditions prevail. Common Pavement Section Construction Issues The subgrade upon which the above pavement sections are to be constructed must be properly stripped, compacted (if indicated), inspected and proof rolled. Proof rolling of the subgrade soils should be accomplished with a heavy rubber -tired fully loaded tandem axle dump truck. Existing common fill on the site must demonstrate the indicated compaction prior to placing any material in support of the pavement section. MTI anticipates that pavement areas will be subject to moderate traffic. MTI does not anticipate any pumping material to become evident during compaction, but clays and silts with a moisture content well above the optimum moisture indicated in the proctor tests may tend to pump. All pumping or soft areas must be removed and replaced with structural fill. All fill material and compacted native subgrades in support of the pavement section must be compacted to not less than 95% of the maximum dry density indicated by ASTM D698 for flexible pavements and by ASTM D 1557 for rigid pavements. Aggregates comprising the pavement section should be compacted to 95% of the maximum dry density indicated by ASTM D698 for flexible pavements and by ASTM D 1557 for rigid pavements. If a material placed as a pavement section component cannot be tested by usual compaction testing methods, compaction of that material shall be approved by observed proof rolling. Proof rolling used to demonstrate compaction shall be done with a loaded ten -wheel dump truck or equivalent. Minor deflections from proof rolling for flexible pavements are allowable. Deflections from proof rolling of rigid pavement support courses should not be visually detectable. Copynighr O 2000 MATEainls TESnNq & INSPEC7iON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS TESTING & INSPECTION February 25, 2000 Page # 18 of 32 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Ins --tions \\admin-2\c-drive\data\2000report\000-300\b00104g\geotech.doc MTI recommends that rigid concrete pavement be provided for heavy garbage receptacle parking. This will eliminate damage caused by the considerable load of the containers transferred into the small steel wheels and subsequently into the asphaltic concrete. Rigid concrete pavement should consist of Portland Cement Concrete Pavement (PCCP) generally adhering to ITD specifications for Urban Concrete. PCCP shall be 6 inches thick on a 2" drainage fill course (see the section on floor slabs on grade) and should be reinforced with 6X6 L9X1.9 Welded Wire Fabric. Control joints shall be on 12 foot centers or less. CONSTRUCTION CONSIDERATIONS Earthwork: Recommendations in this report are based upon all structural elements of the project being founded on competent native clay -silt -sand mixtures or compacted structural fill. All structural areas should be stripped to an elevation that exposes these soil types. Excessively organic, deleterious materials, and/or disturbed soils generally undergo high volume changes when subjected to loads. This is detrimental to subgrade behavior in the area of pavements, floor slabs, structural fills and foundations. It is recommended that all organic and/or disturbed soils, if encountered, be removed to depths of three inches (minimum), and wasted or stockpiled for later use. Stripping depths should be adjusted in the field to assure that the entire root zone and/or disturbed zone (plow depths) and/or topsoil is removed, prior to placement and compaction of structural fill materials. Exact removal depths should be determined during grading operations by a qualified geotechnical representative, and should be based upon subgrade soil type, composition, and firmness or soils stability. After the existing subgrade soils are excavated to design grade, proper control of the subgrade conditions (i.e., moisture content) and the placement and compaction of new fill (if required) should be overseen by a representative of the soils engineer. The recommendations for structural fill presented within this report can be utilized to minimize the volume changes and differential settlements that are detrimental to the behavior of footings, and floor slabs. Enough density tests should be taken to monitor proper compaction. For structural fill beneath building structures, one in-place density test per lift for every 1,000 square feet is recommended. In parking and driveway areas this can be decreased to one test per lift for every 2,000 square feet. Copynigln © 2000 MATERIALS TESTiNG & INsprcTiON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com (0 MATERIALS TESTING & INSPECTION February 25, 2000 Page # 19 of 32 ❑ Environmental Services ❑ Geotechnical En ineerin ❑ Construction Materials Testing ❑ Special Ins ections \\ad m i n-2\c-drive\data\2000report\000-300\b00 1049\geotech.doc Structural Fill: Soils suitable for use as structural fill are those classified as GW, GP, GM, SW, SP, SM and ML in accordance with the Unified Soil Classification System (ASTM D2487). Granular soils are those classified as GW, GP, SW and SP. Structural fill is defined as follows. Granular structural fill should consist of a 6 inch minus select, clean, granular soil with no more than 30% oversize (greater than 3/4") material and no more than 12 % fines (less than #200) and placed in layers of not more than 9 inches in thickness. Prior to the placement of structural fill materials, all surfaces must be prepared as outlined in the Earthwork section above. Each layer of structural fill should be compacted to a minimum density of 95 % of the maximum dry density as determined by ASTM designation D-1557 (for rigid structures) or D-698 (for flexible pavements). For structural fill below footings, the area of the compacted backfill must extend outside the perimeter of the footing for a distance equal to the thickness of the fill between the bottom of the foundation and the underlying soils, or five feet, whichever is less. The use of silty soils (USCS designation of GM, SM and ML) as structural fill is acceptable but not recommended. These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort difficult to control. Should it be economically desirable to use a silty material for structural fill, lift thicknesses should not exceed 6 inches (loose) and the fill moisture should be closely monitored at both the working elevation and the elevation of material already placed. After placement, this material must be protected from degradation resulting from construction traffic or subsequent construction. Backfill: Backfill materials shall ascribe to the requirements of structural fill EXCEPT that the maximum material size shall be 4 inches or 20% of the smallest backfill zone dimension. All backfill should be compacted in accordance with the specifications for structural fill, except in those areas where it is determined that future settlement is not a concern, such as planter areas. In nonstructural areas, such as planter areas, all backfill must be compacted to a firnl condition. Backfill placed against structures shall be of a character and shall be placed in a manner that conforms to the recommendations for the material that comprise that structure. In no case shall material greater than 2 inches in diameter bear directly on that structure. Placing oversized material against rigid surfaces interferes with proper compaction. Copyaighr © 2000 Mnreaials TesriNq & INspecrioN, Inc. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS &F TESTING & INSPECTION February 25, 2000 Page # 20 of 32 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Ins --tions \\admin -2\c -d ri ve\data\2000repo rt\000-300\b00104g\geotech.doc Excavations: Shallow excavations required for construction of foundations 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 1 foot vertical to 1 foot horizontal. Shallow calcium carbonate (caliche) cemented fine grained soils may cause difficulties during foundation development and utility placement. For deep excavations, the native granular soils cannot be expected to remain in position. These materials can be expected to fail, and collapse into any excavation thereby undermining the upper materials. This is especially true when working at depths near the water table. Proper care must be taken to protect personnel and equipment. During the subsurface exploration, test pit sidewalls exhibited minimal indication of collapse through cohesive soils and moderate propensity for collapse while excavating through deeper silty sand with gravel soils. Care must be taken so that all excavations made for the foundations are properly backfilled with suitable material compacted according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from these excavations. Groundwater Control: Groundwater was encountered in the investigation, but is anticipated to be below the depth of all construction. It is recommended that runoff caused by wet weather be directed away from all open excavations. Any onsite silty or clayey soils can be expected to become soft and pump if subjected to excessive traffic after becoming wet during periods of wet weather. This can be avoided by constructing temporary or permanent driveway sections should wet weather be forecast. GENERAL COMMENTS When the plans and specifications are complete, or if significant changes are made in the character of the proposed structure, a consultation should be arranged to review them regarding the prevailing soil conditions. Then, it may be necessary to submit supplementary recommendations. It is recommended that the service of a qualified soils engineering firm be engaged to test and evaluate the soils in the footing excavations before concreting to determine that the soils meet the compaction requirements. Monitoring and testing should also be performed to verify that suitable materials are used for structural fills and that they are properly placed and compacted. Cop)*i* © 2000 MATERWs TESTING & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS &F TESTING & INSPECTION February 25. 2000 Page # 21 of 32 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\adm in -2\c-d ri ve\data\2000repo rt\000-300\b00 104g\geotech. doc APPENDIX GENERAL NOTES GEOTECHNICAL TEST PIT LOGS PAVEMENT THICKNESS DESIGN SITE MAP PLATES COPyaighT © 2000 MATERfAlS TESTING & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com CIOMATERIALS TESTING & INSPECTION February 25, 2000 Page # 22 of 32 ❑ Environmental Services ❑ Geotechnical En ineerin ❑ Construction Materials Testing ❑ S ecial Ins ections \\admin-2\c-drive\data\2000repo rt\000-300\b00 104g\geotec h. doc GEOTECHNICAL GENERAL NOTES SOIL PROPERTY SYMBOLS N: Standard "N" penetration: Blows per foot of a 140 pound hammer falling 30" on a 2" O.D. SS. Qu: Unconfined compressive strength, tons/ft2 Qp: Penetrometer value, unconfined compressive strength, Ton/ft2 Qc: Cone Penetrometer value, unconfined compressive strength, pounds/int V: Vane value, ultimate shearing strength, lbs/ft2 M: Water content, % LL: Liquid limit, % PI: Plasticity index, % D: Natural dry density, lbs/ft3 WT: Apparent groundwater level at time noted after completion. DRILLING AND SAMPLING SYMBOLS SS: Split -Spoon - 1 3/8" I.D., 2" O.D., except where noted. ST: Shelby Tube - 3" O.D., except where noted. AU: Auger Sample. DB: Diamond Bit. CB: Carbide Bit. Bulk: Bulk Sample. GS: Grab Sample. Non -Cohesive Soils Very Loose Loose Medium Dense Dense Very Dense RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Standard Penetration Cohesive Soils Resistance <4 Very Soft 11 4-10 Soft 10-30 Firm (Medium Stiff) 30-50 Stiff >50 Very Stiff Hard PARTICLE SIZE Boulders 8 in. + Coarse Sand Cobbles 8 in. - 3 in. Medium Sand Gravel 3 in. - 5 mm Fine Sand 7446 W. Lemhi St., Boise, ID 83709 E -Mail mti@mti-id.com Standard Penetration Resistance <2 2-4 4-8 8-15 15-30 >30 5 mm - 0.6 mm Silts 0.074 mm - 0.005 mm 0.6 nun - 0.2 mm Clays 0.005 mm & Smaller 0.2 mm - 0.074 mm COPgarclTr © 2000 MATERIALS TESTING & INSPECTION, INC. 208 376-4748 Fax 208 322-6515 www.mti-id.com MATE RIALS ^ February 25, 2000 gL TESTING & Page "t 23 of 32 NW INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\adm in -2\c-d ri ve\data\2000report\000-300%00104g\geotech.doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test pit Log #: ONE Date Advanced: 2/11/00 Logged By: Philip B. DeVol Excavated By: Struckman's Backhoe Services Location: See Following Site Plan Depth to Water Table: 12.0 Feet Depth to Bottom Of Hole: 10.5 Feet Depth Field Description Sample Sample Depth USCS Lab Test (Feet) - Type (From -To) Type ID #100 Dark Brown Clayey Sand, A 21.8 34 15 0-1.4 Slightly Moist, Stiff, GS 0-1.4 SC A Organic Materials through Upper 3 Inches Brown Clayey Sand, 1.4-2.5 Slightly Moist, Dense SC Brown Silty Sand with 2.5-12.0 Gravel, Slightly Moist to SM Wet, Dense, Rounded Granitic Cobbles to 4 Inches in Size, Relatively Cohesive through Upper 2 Feet of Layer Lab Test ID M LL PI Sieve Analysis - % - - #4 #10 #40 #100 #200 A 21.8 34 15 98 97 86 63 46.8 CopyRighT © 2000 MATERUIts TESTINCI & INSpECRON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS 11114' Feb,t,atv 25, 2000 TESTING & Page _' 24 of 32 INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering 0 Construction Materials Testing ❑ Special Inspections \\admin-2\c-dri ve'\data\200oreport\000-300\boo 104o\geotech.doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test pit Log #: TWO Date Advanced: 2/11/00 Logged By: Philip B. DeVol Excavated By: Struckman's Backhoe Services Location: See Following Site Plan Depth to Water Table: 10.5 Feet Depth to Bottom Of Hole: 11.3 Feet Depth Field Description Sample Sample Depth Qc USCS Lab Test (Feet) - Type (From -To) #40 Type ID B Dark Brown Clayey Sand, 34 13 100 96 73 0-1.0 Slightly Moist, Stiff, C 20.9 100 SC 99 97 Organic Materials through 59 35.3 Upper 3 Inches Light Brown Clayey Sand, 1.0-2.5 Slightly Moist, Very Dense GS 1.0-2.5 200+ SC B Brown Clayey Sand, 2.5-4.0 Slightly Moist, Very Dense GS 2.5-4.0 150 SC C Brown Silty Sand with 4.0-11.3 Gravel, Slightly Moist to SM Wet, Dense, Rounded Granitic Cobbles to 6 Inches in Size, Relatively Cohesive through Upper 2 Feet of Layer Lab Test ID M LL PI Sieve Analysis - % - - #4 #10 #40 #100 #200 B 12.6 34 13 100 96 73 55 43.9 C 20.9 40 12 99 97 88 59 35.3 CopyRigkr © 2000 WwRiAls TEsnNq & INspECnoN, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com As MATERIALS '� cc i+ebruary 2j, 2000 & co TESTING Page INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\adm i n-2\c-drive\data\2000report\000-300\b00 104g\geotech.doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test pit Log #: THREE Date Advanced: 2/11/00 Logged By: Philip B. DeVol Excavated By: Struckman's Backhoe Services Location: See Following Site Plan Depth to Water Table: 11.0 Feet Depth to Bottom Of Hole: 12.0 Feet Depth (Feet) Field Description USCS Type Dark Brown Clayey Sand, 0-1.0 Slightly Moist, Stiff, SC Organic Materials through Upper 3 Inches Brown Elastic Silt with 1.0-3.5 Sand, Slightly Moist. Stiff. MH CopWiGkr © 2000 MATERinls RsnNG & INSPECriON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS cp C February 25, 2000 TESTING & Page = CoMATERIALS TESTING & INSPECTION February 25, 2000 Page # 27 of 32 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Ins ections \\admin-2\c-drive\data\2000report\000-300\b00104g\geotech.doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test pit Log #: FIVE Date Advanced: 2/11/00 Logged By: Philip B. DeVol Excavated By: Struckman's Backhoe Services Location: See Following Site Plan Depth to Water Table: 12.5 Feet Depth to Bottom Of Hole: 13.5 Feet Depth I Field Description USCS (Feet) Type Dark Brown Clayey Sand, 0-2.0 Slightly Moist, Stiff, SC Organic Materials through Upper 3 Inches Light Brown Clayey Sand, 2.0-4.0 Slightly Moist, Very Dense SC Brown Clayey Sand, 4.0-5.5 Slightly Moist, Very Dense SC Brown Silty Sand with 5.5-13.5 Gravel, Slightly Moist to SM Moist, Dense, Rounded Granitic Cobbles to 4 Inches in Size COPYRigkT © 2000 MATERiAk TESTING & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS February 25, 2000 TESTING C � Page # 28 of 32 INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\ad m in -2\c-d rive\data\2000repo rt\000-300\b00 104g\geotech.doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test pit Log #: SIX Date Advanced: 2/11/00 Logged By: Philip B. DeVol Excavated By: Struckman's Backhoe Services Location: See Following Site Plan Depth to Water Table: Not Encountered Depth to Bottom Of Hole: 4.5 Feet Depth Field Description USCS (Feet) Type Dark Brown Clayey Sand, 0-1.2 Slightly Moist, Stiff, SC Organic Materials through Upper 3 Inches Brown Silty Sand, Slightly 1.2-4.1 Moist, Dense, Weak SM Calcium Carbonate Cementation Brown Silty Sand with 4.1-4.5 Gravel, Slightly Moist to SM Moist, Dense, Rounded Granitic Cobbles to 4 Inches in Size Coprigln © 2000 MATEaiAls TEsnNC & INSpECnON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS C F=ebruary 25, 2000 V TESTING Page # 29 of 32 INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\ad m in -2\c-d ri ve\data\2000repo rt\000-300\b00104g\geotech.doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test pit Log #: SEVEN Date Advanced: 2/11/00 Logged By: Philip B. DeVol Excavated By: Struckman's Backhoe Services Location: See Following Site Plan Depth to Water Table: Not Encountered Depth to Bottom Of Hole: 4.2 Feet Depth Field Description USCS (Feet) Type Dark Brown Clayey Sand, 0-1.3 Slightly Moist, Stiff, SC Organic Materials through Upper 3 Inches Brown SiltySand, Slightly g Y 1.3-3.3 Moist, Dense, Weak SM Calcium Carbonate Cementation through Upper 1 Foot of Layer Brown Silty Sand with 3.3-4.2 Gravel, Slightly Moist to SM Moist, Dense, Rounded Granitic Cobbles to 3 Inches in Size COprigl r © 2000 MATERWLS TESTING & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS TESTING & INSPECTION February 25, 2000 Page # 30 of 32 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\admin-2\c-drive\data\2000report\000-300\b00104g\geotech.doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test pit Log #: EIGHT Date Advanced: 2/11/00 Logged By: Philip B. DeVol Excavated By: Struckman's Backhoe Services Location: See Following Site Plan Depth to Water Table: Not Encountered Depth to Bottom Of Hole: 3.0 Feet Depth Field Description Sample Sample Depth USCS (Feet) Type (From -To) Type Dark Brown Clayey Sand, 0-1.2 Slightly Moist, Stiff, Bulk 0-1.2 SC Organic Materials through Upper 3 Inches Brown Clayey Sand, 1.2-2.6 Slightly Moist, Very Dense SC Brown Silty Sand with 2.6-3.0 Gravel, Slightly Moist to SM Moist, Dense, Rounded Granitic Cobbles to 3 Inches in Size, Relatively Cohesive through Upper 2 Feet of Layer CopyaigkT © 2000 MATErswts TESTING & INSPECTiON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com 191111111111111 CIOMATERIALS TESTING & INSPECTION February 25, 2000 Page # 31 of 32 ❑ Environmental Services ❑ Geotechnical En ineerin ❑ Construction Materials Testing ❑ Special Ins ections \\admi n-2\c-drive\data\2000report\000-300\b00104g\geotech. doc AASHTO PAVEMENT THICKNESS DESIGN PROCEDURES CopyRlCrirr © 2000 MAiER1A15 TESTINCT & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com Pavement Section Design Location: Proposed Louie's Restaurant Development, No Truck Access Average Daily Traffic Count: 300 All Lanes & Both Directions Design Life: 20 Years % of Traffic in Design Lane: 100% Terminal Seviceability Index (Pt): 2.5 Level of Reliability: 95 Subgrade CBR Value: 8 Subgrade Mr: 12,000 Calculation of Design 18 kip ESALs Daily Growth Load Design Traffic Rate Factors ESAL's Passenger Cars: 125 2.0% 0.0008 887 Buses: 0.1 2.0% 0.6806 604 Panel & Pickup Trucks: 25 2.0% 0.0122 2.705 2 Axle, 6 Tire Trucks: 0 2.0% 0.1890 0 Concrete Trucks: 0.1 2.0% 4.4800 3,973 Dump Trucks: 0 2.0% 3.6300 0 Tractor Semi Trailer Trucks: 0 2.0% 2.3719 0 Double Trailer Trucks 0 2.0% 2.3187 0 Heavy Tractor Trailer Combo Trucks: 0 2.0% 2.9760 0 Average Daily Traffic in Design Lane: 150 Total Design Life 18 kip ESAL's: 8,168 Actual Log (ESAL's): 3.912 Trial SN: 1.80 Trial Log (ESAL's): 4.603 This must be equal to or greater than the Actual Log (ESAL's) Pavement Section Design SN: 2.01 This Number must be equal to or greater than the trial SN Design Depth Structural Drainage Inches Coefficient Coefficient Asphaltic Concrete: 2.50 0.42 n/a Asphalt Treated Base: 0.00 0.25 n/a Cement Treated Base: 0.00 0.17 n/a Crushed Aggregate Base: 4.00 0.14 1.0 Pit Run Aggregate Subgrade: 4.00 0.10 1.0 Special Aggregate Subgrade: 0.00 0.09 0.9 CopyRlCrirr © 2000 MAiER1A15 TESTINCT & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com MATERIALS TESTING & INSPECTION --141 February 25, 2000 Page # 32 of 32 ❑ Environmental Services ❑ Geotechnical En ineen 0 Construction Materials Testing ❑ S pi ecial Ins ections \\admin-2\c-drive\data\2000report\000-300\b00 1049\geotech.doc AASHTO PAVEMENT THICKNESS DESIGN PROCEDURES Pavement Section Design Location: Proposed Louie's Restaurant Development, Truck Access Areas Average Daily Traffic Count: 300 All Lanes & Both Directions Design Life: 20 Years of Traffic in Design Lane: 100% Terminal Seviceability Index (Pt): 2.5 Level of Reliability: 95 Subgrade CBR Value: 8 Subgrade Mr: 12,000 Calculation of Design 18 kip ESALs Daily Growth Load Design Traffic Rate Factors ESAL's Passenger Cars: 125 2.0% 0.0008 887 Buses: 0.1 2.0% 0.6806 604 Panel & Pickup Trucks: 25 2.0% 0.0122 2,705 2 Axle, 6 Tire Trucks: 0 2.0% 0-1890 168 Concrete Trucks: 0.1 2.0% 4.4800 3,973 Dump Trucks: 0 2.0% 3.6300 0 Tractor Semi Trailer Trucks: 1 2.0% 2.3719 21,035 Double Trailer Trucks 0 2.0% 2.3187 0 Heavy Tractor Trailer Combo Trucks: 0 2.0% 2.9760 Average Daily Traffic in Design Lane: 151 0 Total Design Life 18 kip ESAL's: 29,371 Actual Log (ESAL's): 4.468 Trial SN: 2.00 Trial Log (ESAL's): 4.870 This must be equal to or greater than the Actual Log (ESAL's) Pavement Section Design SN: 2.21 This Number must be equal to or greater than the trial SN Design Depth Structural Drainage Inches Coefficient Coefficient Asphaltic Concrete: 2.50 0-42 n/a Asphalt Treated Base: 0.00 0.25 n/a Cement Treated Base: 0.00 0.17 n/a Crushed Aggregate Base: 4.00 0.14 1.0 Pit Run Aggregate Subgrade: 6.00 0.10 1.0 Coarse Aggregate Base: 0.00 0.12 0.9 COpyRigkr © 2000 MATeRA Tr STING & INSpECriON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E -Mail mti@mti-id.com www.mti-id.com Topographic Map Plate 1 Materials 74awe Lwhshd W OWIo 83109 co Testing & rA)3W48 FAXjY08)MaI5 Inspection E@crsAr.►�r Proposed Louie's Pizza & Italian Restaurant Meridian, Idaho Drawing NO. B00104geo Date: 8 February 2000 Drawn By: PBD wovemaie, Idaho W3WIS7.6 10 FOOT CONTOUR INTERVAL 1963 Photorevised 1979 Sec. 6, T3N, RIE rv1 1 *410 ..� z Zm HAZE � Vicinity p ini Ma / Fairview Avenue and Eagle Road m w 076 aC Karnes Lateral c J'/off Z - MCMILIA_N RD — < 2 W BUNKER L O I I N < WR H TER � N _ c S P Ath lough IN o� COME A K STAR LN -? 55 1p 1 M < F EDOM L \ W `Qr g A P a ral� -IJ 9 � � Nourse Lateral Nourse o m z � o c E E � jj to Es M E Ai th Sl i EK ilk ��'--- E czi th Slough E fate al K L-- CreasonL E E z �. 1 w y 11 Property LR 55 LN N Cloverdale --r <1 z z! z I z ARL1 DNIy E8 E DRIFTWOO <' Mrdin z� I r- `— NLU a < o n C MERCIAL 0: > EIeaf4 00 W EI WER ` !z fpr ® U O D Z< TAYLOR _.;z �s KIN !D \, -� _ D FRAN P -LA N LIN i� PANVV HOP L \ z� z x m Y F < ° A Mag 14.00 \\\\.__ ~ \ x o ` o < o WH —' R Thu Feb 2411:50 2000 z N MAGIC VI Scale 1:31,250 (at center) 1 1Y� M _*AL LN u�i aj10 CAp LLA ` - r 55 2000 FEet 1000 Meters e 44 0 ONYX •! r .....�._.__ D �` ` `> Local Road n Z O< o E O ERLAND RD I 55 WOVE OVERLAND R = M > Major Connector ,Q Aa', State Route 69 69 oc Interstate/Limited Access I \�Q \ tfj rn m �p ' �s r Ride 0 1998 DeI orm . Street A na r o^ Site Plan with Test Pit Locatioliis m -W-5 M►, Plate 3 \ �\ mTP-4 3 m . ' I i PROPOSED B RM BUILDING TP -2 m i mTP-7 PROPOSED i BUILDING ' l TP -1 m I m • BERM ------ L . ------------.....- - - --- -- - - -- -� FOUND IRON ROD & PLASTIC CAP—� "FLSt PLS 7612" ASSIGNED ELEV. => 100.0 FEET Materials Testing & Inspection 7446 West Lenity Street BOISE, DAHO 83709 (208) 3764148 FAX (208) 3226615 E4AL4TTIVYBEPoiGWAY.PET Proposed Louie's Pizza & Italian Restaurant Meridian, Idaho Drawing NO.600104geo Date: 8 February 2000 Drawn By: PBD Legend N W E S All Locations Approximate NOT TO SCALE Test Pit Locations m WHITE PETERSON WHITE, PETERSON, MORROW, GIGRAY, ROSSMAN, NYE & ROSSMAN, P.A. KEVIN E. DINRJS CHRISTOPHER S. NYE JULIE KL&N F1scHER PHILIP A. PETERSON WM. F. CROMY, III ERIC S. ROSSMAN BRENT J. JOHNSON TODD A. RossMAN D. SAMUEL, JOHNSON DAVID M. SwARTLEY LARRY D. MOORE TERRENCER. WHITE** WILLIAM A. MORROW NICHOLAS L. WOLLEN WILLIAM F. NICHOLS* *Also admitted m OR ** Also admitted in WA To: Staff Applicant Affected Property Owner(s) Re: Application Case No. ATTORNEYS AT LAW 200 EAST CARLTON AVE., Su1TE 31 POST OFFICE Box1150 MERIDIAN, IDAHO 83680-1150 TEL (208)288-2499 FAX (208) 288*2501 E -MAR,: @wPPMG.com January 29, 2001 PP -00-021 GU�d NA VTA OFFICE 5700 E FRANKLIN RD., STE. 200 NAMPA, IDAHO 83687-8402 TEL.208) 466-9272 FAX ( 08) 4664405 PLEASE REPLY TO MERIDIAN OFFICE RECEIVED FEB -1 2001 CITY OF MERIDIAN FINDINGS AND RECOMMENDATIONS OF PLANNING AND ZONING COMMISSION Staff, Applicant and/or Affected Property Owner(s): Please note that these Findings and Recommendations of the Planning and Zoning Commission shall be presented to the 'City Council at the public hearing on the above referenced matter by the Planning and Zoning Administrator. Due to the volume of matters which the City Council must decide, and to insure your position is understood and clear, it is im ortant to have a consistent format by which matters are presented at the public hearings be�ore the City Council. The City Council strongly recommends: That you take time to carefully review the Findings and Recommendations of the Planning and Zoning Commission, and be prepared to state your position on this application by addressing the Findings and Recommendations of the Planning and Zoning Commission; and That you carefully complete (be sure it is legible) the Position Statement if you disagree with the Findings and -Recommendations of the Planning and Zoning Commission. The Position Statement form for this application is available at the City Clerk's office. It is recommended that you prepare a Position Statement and deliver it to the City Clerk prior to the hearing, if possible. If that is not possible, please present your Position Statement to the City Council at the hearing, along with eight (8) copies. The copies will be presented to the Mayor, Council, Planning and Zoning Administrator, Public Works and the City Attorney. If you are a part of a group, it is strongly recommended that one Position Statement be filled out for the group, which can be signed by the representative for the group. Very ly yours, City Attorney's Office IY/ BEFORE THE PLANNING AND ZONING COMMISSION IN THE MATTER OF THE ) Case No. PP -00-021 REQUEST FOR PRELIMINARY ) PLAT FOR THE MALLANE ) RECOMMENDATION TO CITY COMMERCIAL COMPLEX, ) COUNCIL THE LAND GROUP, ) RECEIVED Applicant ) > FEB -1 2001 CITY OF MERIDIAN 1. The property is approximately 6.95 acres in size and is generally located at the northwest corner of Fairview and N. Hickory in Meridian, Idaho. 2. The owner of record of the subject property is M&L Limited Partnership of Boise. 3. The Applicant is The Land Group of Eagle, Idaho. 4. The subject property is currently zoned L -O. However, there is an application before the City Council for a rezone to C -G. The zoning of C -G is defined within the City of Meridian's Zoning and Development Ordinance Section 11-7-2IC 5. The subject property is within the city limits of the City of Meridian. 6. The entire parcel of the property is included within the Meridian Urban Service Planning Area as defined in the Meridian Comprehensive Plan. 7. The Applicant proposes to develop the subject property in the following manner: commercial complex. RECOMMENDATION TO CITY COUNCIL - 1 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 8. There are no significant or scenic features of major importance that affect the consideration of this application. RECOMMENDATION The Meridian Planning and Zoning Commission hereby recommends to the City Council of the City of Meridian that they approve the preliminary plat as requested by the Applicant for the property described in the application, subject to the following: Adopt the Planning and Zoning Administrator and Assistant City Engineer Recommendations as follows: 1.1 Any existing irrigation/drainage ditches crossing the property to be included in this project shall be tiled per City Ordinance. The ditches to be piped should be shown on the site plans. Plans will need to be approved by the appropriate irrigation/drainage district, with written confirmation of said approval submitted to the Public Works Department. No variances have been requested for tiling of any ditches crossing this project. 1.2 Any existing domestic wells and/or septic systems within this project will have to be removed from their domestic service per City Ordinance. Wells may be used for non-domestic purposes such as landscape irrigation. 1.3 Off-street parking shall be provided in accordance with City of Meridian Zoning and Development Ordinance (Ord. 11-13). 1.4 Paving and striping shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance (Ord. 11-13- 4) and in accordance with Americans with Disabilities Act (ADA) requirements. 1.5 A drainage plan designed by a State of Idaho licensed architect or RECOMMENDATION TO CITY COUNCIL - 2 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP engineer is required and shall be submitted to the City Engineer for all off-street parking areas. All site drainage shall be contained and disposed of on-site. 1.6 Outside lighting shall be designed and placed so as not to direct illumination on any nearby residential areas and in accordance with City Ordinance Section 11-13-4.C. and 12-5-2.M. 1.7 All signage shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance (Ord. 11-14). No temporary signage, flags, banners or flashing signs will be permitted. 1.8 Provide five -foot -wide sidewalks in accordance with City Ordinance (Ord. 12-5-2.K). 1.9 All construction shall conform to the requirements of the Americans with Disabilities Act. 1.10 Submit letter from the Ada County Street Name Committee, approving the subdivision and street names. 1.11 Coordinate fire hydrant placement with the City of Meridian Public Works Department. 1.12 Assessment fees for water and sewer service are determined during the building plan review process. 1.13 Sanitary sewer service to this site will be via extensions from existing mains installed in adjacent developments. Subdivision designer to coordinate main sizing and routing with the Public Works Department. 1.14 Water service to this site will be via extensions from existing mains installed in adjacent developments. Applicant will be responsible to construct the water mains to and through this proposed development. Subdivision designer to coordinate main sizing and routing with the Public Works Department. 1.15 Outside lighting shall be designed and placed so as to not direct illumination on any nearby residential areas and in accordance with City Ordinance Section 11-13-4.C. RECOMMENDATION TO CITY COUNCIL - 3 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1.16 Underground year-round pressurized irrigation must be provided to all landscape areas on site. Applicant shall submit hook-up and design details based on the proposed landscaping. Due to the size of landscaped area, primary water supply connection to the City's mains will not be allowed. Applicant shall be required to utilize any existing surface or well water for the primary source. If City water is proposed as a secondary source, developer shall be responsible to pay water assessments for the entire common open area. 1.17 Applicant has not indicated whether the pressurized irrigation system within this development is to be owned and maintained by an association or the Nampa & Meridian Irrigation District. If the system is being proposed as a private system, plans and specifications for the irrigation system shall be reviewed by the Public Works Department as part of the development plan review process. A draft copy of the pressurized irrigation system O&M manual shall be submitted prior to plan approval. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water. If a creek or well source is not available, a single -point connection to the culinary water system shall be required. If a single -point connection is utilized, the developer shall be responsible for the payment of assessments for the common areas prior to signature on the final plat by the Meridian City Engineer. 1.18 Applicant shall be required to provide sidewalks along Hickory Way and Fairview Avenue as per the City Subdivision Ordinance 12-5-2. The landscape plan submitted with the plat shows detached sidewalks along Hicicory Way and Fairview Avenue. Staff supports this configuration. 1.19 The Comprehensive Plan designates Fairview Avenue as an entryway corridor. As such, staff recommends the Fairview landscape buffer be a minimum of 35 -feet in width beyond the required ACHD right-of-way and constructed by the developer as a condition of the plat. The landscape buffer shall be placed within a permanent landscape easement beyond the future right-of-way and designated as such on the plat. 1.20 Hickory Way is a collector road. As such, staff recommends a landscape buffer a minimum of 20 feet in width beyond the required right-of-way along Hickory Way and constructed by the developer as a condition of the plat. The landscape buffer shall be placed within a permanent RECOMMENDATION TO CITY COUNCIL - 4 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP landscape easement beyond the future right-of-way and designated as such on the plat. 1.21 Meridian Subdivision &_ Development Ordinance # 12-4-7 requires a minimum 20 -foot wide screen between incompatible development features, including commercial adjacent to residential. The fact that this is also a rezone application allows the City to place increased requirements on the proposed subdivision. Therefore, staff recommends increasing the required buffer to 25 feet minimum adjacent to Dove Meadows Subdivision, based on the standards of the draft landscape ordinance. 1.22 A preliminary landscape plan was submitted with the application. Staff supports the conceptual number and placement of trees within the street buffers, with detached meandering sidewalks and sodded berms. The proposed conifer trees within the street buffers should be replaced with deciduous tree species. Also, the landscape plan does not include the buffer required adjacent to Dove Meadows Subdivision (note conifers may be used in the buffer between land uses). A revised, detailed landscape plan shall be submitted for review and approval with the Final Plat application. A letter of credit or cash surety will be required for the improvements prior to City signature on the Final Plat. 1.23 A condition of the current CUP as well as the original plat of the property is to "build a masonry block wall with a ten -foot -wide planting strip adjacent to all residential areas in lieu of the 20 -foot wide planting strip." The draft landscape ordinance allows the City to require a wall in addition to the buffer between incompatible land uses to further mitigate noise and/or unsightly uses. The proposed concept plan shows the back side of a large retail building (that could potentially include loading docks, trash enclosures, etc.) adjacent to the existing residences. Therefore, staff recommends requiring a masonry block wall adjacent to all residential areas in addition to the 25 -foot landscape buffer. 1.24 Each lot will be required to meet their own individual parking requirements within the boundaries of their own lot. Staff notes that Louie's restaurant is required to have 51 parking spaces and 52 spaces are shown within the boundaries of their proposed lot, and would be in compliance with this requirement. All lots within the subdivision shall have an ingress -egress cross access agreement. RECOMMENDATION TO CITY COUNCIL - 5 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP Adopt the Recommendations of the Ada County Highway District as follows: 1.25 Dedicate 60 -feet of right-of-way from the centerline of Fairview Avenue abutting the parcel by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required permits), whichever occurs first. 1.26 Utility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. 1.27 The existing driveway on Fairview Avenue, located approximately 500 - feet west of Hickory Way is approved with this application. 1.28 Construct driveways on Hickory Way to align with existing driveways on the east side of Hickory Way. Pave the driveways their full width of 24 to 30 -feet and at least 30 -feet into the site beyond the edge of pavement of Hickory Way with 15 -foot curb radii. 1.29 Provide a $3,200 deposit to the Public Rights -of -Way Trust Fund for a share of the signal at Hickory Way and Fairview Avenue, prior to the issuance of any building permits on this site. 1.30 Provide a recorded cross access easement for all of the lots within the subdivision, and to the outparcel to the east to use this parcel for access to the public streets prior to issuance of a building permit (or other required permits). This access agreement was recorded on the plat for Angel Park Subdivision, and should also be noted on the current plat. 1.31 Construct a 5 -foot wide concrete sidewallc on Hickory Way abutting the entire site. Coordinate the location and elevation of the sidewalk with District staff. 1.32 Construct a 5 -foot wide concrete sidewalk on Fairview Avenue abutting the entire site. Locate the sidewalk 2 -feet within the right-of-way. Coordinate the location and elevation of the sidewalk with District staff. 1.33 Other than the access point specifically approved with this application, direct lot or parcel access to Fairview Avenue is prohibited. Lot access restrictions, as required with this application, shall be stated on the final plat. RECOMMENDATION TO CITY COUNCIL - 6 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1.34 Other than the access points specifically approved with this application, direct lot or parcel access to Hickory Way is prohibited. Lot access restrictions, as required with this application, shall be stated on the final plat. Z:\Work\M\Meridian\Meridian 15360M\Recommendations\PP021Mallane.wpd RECOMMENDATION TO CITY COUNCIL - 7 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP PP 00-021 February 16, 2001 MERIDIAN CITY COUNCIL MEETING February 20, 2001 APPLICANT The Land Group, Inc. ITEM NO. 16 REQUEST PP of 5 building lots on 6.95 acres for proposed Mallane Commercial Complex - NWC of Fairview Avenue and North Hickory Way AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: CITY SEWER DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: SANITARY SERVICE COMPANY CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IDAHO POWER: US WEST: INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: COMMENTS See attached Recommendations OTHER: Contacted: .�,� W�-y Date: a� (�l Phone: j �0 Materials presented at public meetings shall become property of the City of Meridian. ,;..A vuv-IZ)-uu i:aorm, ADA COUNTY HIGHWAY DISTRICT Planning and Development Division Development Application Report rays i NOV 15 2000 City of City CIL �e idiae Prelimini,ary Plat -- Mallane Commercial Complex n/w/c Fairview Avenue/Hickory Way 5 -lots MPP00-021 / IRZ00-007 This application has been referred to ACk-W by the City of Meridian for review and comment. Mallaneis a 5 -lot commercial subdivision on 6.95 -acres. The applicant is also requesting a rezone from L -O to G -G. The is located at the northwest corner of Fairview Avenue and Hickory Way. This development could generate up to 2,000 additional vehicle trips per day based on the Institute of TranspoXtation Engineers Trip Generation manual. In 1997 the Commission reviewed and approved Angel Park Subdivision. This application is for a re- subdivision of Lot 1, Block 1, of the Angel Park Subdivision. Roads irihpacted by this development: Fairview Avenue Hickory Wray Eagle Road ACRD Commission Date — November 15, 2000 - 7:00 p.m. NOV 15 '00 12:43 Mallanexmm Page 1 -Mo oar, 1- __ - 9 r NOV 15 100 12:43 ')PP PPP II 1. 11 ji NOV 15 100 12:43 ')PP PPP i r nC,1-rr Facts wind Findings: A. GeneralInformation Owner— M&L Limited'Partnership Applicant — The Land Group I1 -O - Existing zoning L -G - Requested zoning 6,95 - Acres 5' - Proposed building lots 0 - Total lineal feet of proposed public streets 2b5 -Traffic Analysis Zone (TAZ) West Ada - Impact Fee Service Area 14eridian - Impact Fee Assessment District NUVIIJ-UU irage :7 incipal arterial affic count of 30,081 on 5-9-00 Existing Level of Service Existing plus project build -out Level of Service 0 -feet of frontage -feet existing night -of -way (50 -feet north from centerline) 0 -feet required right -of --way (60 -feet from centerline) __/ Avenue is improved with four thru-lanes and a center turn lane with no curb, gutter or abutting the site. [lector with bike lane designation ,ffic count of on )-feet of frontage feet existing right-of-way (30 -feet from centerline) additional right-of-way required Way is improved with a 36 -foot street section with curb, gutter and sidewalk. incipal arterial •affic count of 35,041 on 5-9-00 Existing Level of Service Existing plus project build -out Level of Service feet of frontage le Road is improved with four thru-lanes and a center turn lane. ti NOV 15 '00 12:43 Mallaimcmm Nage Z ' )MC 000 -A -- .. i.o�rvi, rage 4/d Macaw. r B. Ori October 30, 2000, the: District Planning and Devulupment stall inspecLud this site and "7 ev'luated the transportation system in the vicinity. On November 3, 2000, the staff met as the District's "Technical Review Committee and reviewed the impacts of this proposed development onthe District's transportation system. l'he results of that analysis constitute the following Facts an41 Findings and recommended Site Specific Requirements. C. Utility street cuts in pavement less than five years old are not allowed unless approved in writing bythe District. Contact Construction Services at 387-6280 (with file numbers) for details. D. Wrath the original approval of Angel Park Subdivision, one driveway was permitted on Fairview Avienue, located approximately 500 -feet west of Hickory Way. That driveway has been » coistructed, and should be approved with this application. E. Driveways on Hickory Way should align or offset a minimum of 125 -feet from any existing or prdposed driveways on either the east or west side of Hickory Way. The applicant is proposing to onstruet two driveways, and both align with driveways on the east side of Hickory Way that serine a church. i F. Groveled driveways abutting public streets create maintenance problems due to gravel being tra�ked onto the roadway. In accordance with past action by the District the applicant should be re!,ilred to pave the driveways their full width and at least 30 -feet into the site beyond the edge of Pavement of Hickory Way with 15 -foot curb radii. G. Diltrict policy states that direct access to arterials and collectors is normally restricted and that the"developer shall try to use combined access points. In accordance with District policy the applicant should be required to provide a recorded cross access easement for all of the lots within the'subdivision, and to the outparcel to the east to use this parcel for access to the public streets prier to issuance of a building permit (or other required permits). This access agreement was recorded on the plat for Angel Park Subdivision, and should also be noted on the current plat. H. Asa requirement of the Angel Park Subdivision, the applicant was required to construct a 5 -foot wide concrete sidewalk abutting the entire frontage of Fairview Avenue. The sidewalk was neper constructed, and the applicant supplied a Letter of Credit to the District. When the Letter expired, the money was retained by ACHD. The applicant should be required to construct a 5- food wide concrete sidewalk along Fairview Avenue, After the sidewalk has been constructed, theapplicant may request reimbursement from the District, for an amount not to exceed the original Letter of Credit. I. Ani proposed landscape islands/medians within the public right-of-way dedicated by this plat sh*ld be owned and maintained by a homeowners association. Notes of this should be required on the final plat. J. In order to reduce trips to and from this development it is recommended that Tenants occupying theproposed building be required to provide an Alternative Transportation Program for employees and provide an annual report to ACHD on employee participation. Commuteride staff will coordinate the Alternative Transportation Program with the applicant. For more information contact Pat Nelson at 387-6160. ti NOV 15 100 12:44 ^xao 000 �ncn Mallane.cnun Page 3 Nage 5/8 r K. In order to reduce trips to' -and from this development, it is recommended that the tenants oc;upying the proposed building(s) be required to participate in any Transportation Management Association (TMA) or Transportation Management Organization (TMO) that is formed with a F, bovrndary that includes this site or is adjacent to this development. (T ransportation Management Association (TMA) or Transportation Management Organization 4� 10) is formed with a coordinator that works as a liaison between businesses and private and puplic transportation providers to increase the use of alternative transportation and other trip redlluction measures (shuttle buses, bus pass programs, vanpools, carpools, bicycle and walking enhancements). An annual survey will be required of the TMA/TMO to monitor participation in alt0-native transportation programs and forwarded to the ACRD Commuteride Office. L. Baked on development patterns in this area and the resulting traffic generation, staff anticipates that the transportation system will be adequate to accommodate additional traffic generated by this proposed development with the requirements outlined within this report. SpeciatRec-ommend ation to the City of Meridian and the Applicant: 1. In order to reduce trips to and from this development it is recommended that tenants occupying the proposed building be required to provide an Alternative Transportation Program for employees and provide an annual report to ACRD on employee participation. Commuteride t' stiff will coordinate the Alternative Transportation Program with the applicant. For more irl ormation contact Ms. Pat Nelson at 387-6160. 2. To order to reduce trips to and from this development, the tenants occupying the proposed bpilding(s) should be required to participate in any Transportation Management Association (IMA) or Transportation Management Organization (TMO) that is formed with a boundary t4at includes this site or is adjacent to this development. The folldwing Site Specific Requirements and Standard Requirements must be met or provided for prior' to ACHD approval of the final plat: Site Specific Requirements: I 1. Dedicate 60 -feet of right-of-way from the centerline of Fairview Avenue abutting the parcel by rOeans of recordation of a final subdivision plat or execution of a wan-anty deed prior to i*ance of a building permit (or other required permits), whichever occurs first. Allow up to 39 business days to process the right-of-way dedication after receipt of all requested material. The owner will be compensated for all right-of-way dedicated as an addition to existing right- ot way from available impact fee revenues in this benefit zone, if the owner submits a letter of Y a0plication to the impact fee administrator prior to breaking ground, in accordance with Section i of ACHD Ordinance # 193. -t 2. Ukility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. Contact Construction Services at 387-6280 (with file numbers) for dtails. Mallane.mun Pagc 4 i NOU 15 '00 12:44 rs.4 6�. ire �P I� 3 4 5. J-uu I:�erna; Page 6/8 'the existing driveway on Fairview Avenue, located approximately 500 -feet west of hickory Way is approved with this application. Qonstrvct driveways on Hickory Way to align with existing driveways on the east side of hickory Way. Pave the driveways their full width of 24 to 30 -feel and at least 30 -feet into the site beyond the edge of paverrient of Hickory Way with l 5 -foot curb radii. -ecorded cross access casement for all of the lots within the subdivision, and to the o the east to use this parcel for access to the public streets prior to issuance of a :rmit (or other required permits). This access agreement was recorded on the plat for Subdivision, and should also be noted on the current plat. 6. Construct a 5 -foot wide concrete sidewalk along Fairview Avenuc abutting the entire site. Ooordinate the location and elevation of the sidewalk with District staff. After the sidewalk has b6en constructed, the applicant may request reimbursement from the District, for an amount not ttli exceed the original Letter of Credit. 7. Other than the access point specifically approved with this application, direct lot or parcel access to Fairview Avenue is prohibited. Lot access restrictions, as required with this application, shall be stated on the final plat. 8. Other than the access points specifically approved with this application, direct lot or parcel access to Hickory Way is prohibited. Lot access restrictions, as required with this application, sial] be stated on the final plat. Standard Requirements: f l . A request for modification, variance or waiver of any requirement or policy outlined herein shall be made in writing to the ACHD Planning and Development Supervisor. The request a request snaii ne sunmittea to the ,District no later than 9.00._a.m. on the day scheduled for ACIID Commission action. Those items shall be rescheduled for discussion with the Comrnission on the next available meeting agenda. bequests submitted to the District after 9:00 a.m. on the day scheduled for Commission action db not provide sufficient time for District staff to remove the item from the consent agenda and roport to the Commission regarding the requested modification, variance or waiver. Those mems will be acted on by the Commission unless removed from the agenda by the Commission. 2. After ACHD Commission action, any request for reconsideration of the Commission's action shall be made in writing to the Planning and Development Supervisor within six days of the action and shall include.a minimum fee of $110.00. The request for reconsideration shall YPa M u�49 waa JIYL avai,aaic LO t,ne t ommisslon at the time of its original decision The request for reconsideration will be heard by the District Commission at the next regular meeting of the i Mallanexmm Page 5 a NOU 15 '00 12:45 -uu I .otJrvi; Nage 7/8 r C'nmmission. if the Commission agrees to reconsider the action, the applicant will be notified >mL'HI of the date and time of the Commission meeting at which the reconsideration will be heard. µ.,..• 3. Pilyment of applicable road impact fees are required prior to building construction in �.w.: accordance with Ordinance #193, also known as Ada County Highway District Road impact Fie Ordinance. 4. All design and construction shall be in accordance with the Ada County Highway District Pblicy Manual, ISPWC Standards and approved supplements, Construction Services ptocedures and all applicable ACED Ordinances unless specifically waived herein. An e0gineer registered in the State of Idaho shall prepare and certify all improvement plans. 5. The applicant shall submit revised plans for staff approval, prior to issuance of building permit (fir other required permits), which incorporates any required design changes. 6. Construction, use and property development shall be in conformance with all applicable rgquirements of the Ada County Highway District prior to District approval for occupancy. Y 7. It is the responsibility of the applicant to verify all existing utilities within the right-of-way. Existing utilities damaged by the applicant shall be repaired by the applicant at no cost to ACHD. The applicant shall be required to call DIGLINE (1-800-342-1585) at least two full boo business days prior to breaking ground within ACHD right-of-way. The applicant shall contact ACHD Traffic Operations 387-6190 in the event any ACHD conduits (spate or filled) are compromised during any phase of construction. 8. leo change in the terms and conditions of this approval shall be valid unless they are in writing a�d signed by the applicant or the applicant's authorized representative and an authorized representative of the Ada County Highway District. The burden shall be upon the applicant to obtain written confirmation of any change from the Ada County Highway District. 9. 4ny change by the applicant in the planned use of the property which is the subject of this a0plication, shall require the applicant to comply with all rules, regulations, ordinances, plans, ok other regulatory and legal restrictions in force at the time the applicant or its successors in interest advises the Highway District of its intent to change the planned use of the subject p�operty unless a waiver/variance of said requirements or other legal relief is granted pursuant t6 the law in effect at the time the change in use is sought. ti Mallane.cmm Page 6 NOV 15 '00 12:45 -)Pq pap coca -- 4Uv J-uu I . 3tfrm; rage cid Conclusion of Law: i 1. ACHD requirements are intended to assurc that the proposed use/development will not place an undue burden on the existing vehicular and pedestrian transportation system within the vicinity impacted by the proposed development. i 4hould you have any questions or comments, please contact the Planning and Development ]Division at 387-6170. Submitted by: Commission Action: Plannini and Development Staff ........ NOV 15 '00 12=45 Mallane.cmm Nage 7 NOTICE OF HEARING NOTICE IS HEREBY GIVEN pursuant to the Ordinances of the City of Meridian and the Laws of the State of Idaho, that the City Council of the City of Meridian will hold a public hearing at the Meridian City Hall, 33 East Idaho Avenue, Meridian, Idaho, at the hour of 6:30 p.m. on February 20, 2001, for the purpose of reviewing and considering the application of The Land Group for Preliminary Plat approval of 5 building lots on 6.95 acres in a proposed C -G zone for proposed Mallane Commercial Complex generally located at the northwest corner of Fairview Avenue and North Hickory Way. A more particular description of the above property is on file in the City Clerk's office at Meridian City Hall, 33 East Idaho Avenue, and is available for inspection during regular business hours, Monday through Friday, from 8:00 a.m. to 5:00 p.m. A copy of the application is available upon request. Any and all interested persons shall be heard at said public hearing, and the public is welcome and invited to submit testimony. Oral testimony may be limited to three (3) minutes per person. Written materials may be submitted seven (7) days prior to the above hearing date so that all interested parties may examine them prior to the hearing. DATED this 19th day of January, 2001 WILLIAM G. BERG, JR., VTVCLERK �i it r� rrrrr, PUBLISH 2"d and 16th of February, 2001. r AL s "f t4 t � � 0 0 Q w 0 0 c) 0 0 cc 0 0 N 0 0 m rt a w The Idaho Statesman P.O. Box 40, Boise, Idaho 83707-0040 LEGAL ADVERTISING PROOF OF PUBLICATION Account # DTI# Identification Amount: 064514 380190 NOTICE OF HEARING $86.52 Ordered by: P.O. # Rate Run Dates NT DEC. 29, 2000, JAN. 12, 2001 CITY OF MERIDIAN Number of Lines 33 EAST IDAHO ST. 58 MERIDIAN, ID 83642 Affidavit Legal # 1 9185 LEGAL NOTICE JANICE HILDRETH, being duly sworn, deposes and says: That she is the Principal PUBLIC HEARING NOTICE IS HEREBY GIVEN pursuant Clerk of The Idaho Statesman, a daily newspaper printed and published at to the Ordinances of the City of Meridian Boise, Ada County, State of Idaho, and having a general circulation therein, and and the Laws of the State of Idaho that the Planning and zoning Commission of the which said newspaper has been continuously and uninterruptedly published in City of Meridian will hold a public hearing at the Meridian City hall, 33 East Idaho said County during a period of twelve consecutive months prior to the first Street, Meridian, Idaho,the hour7:00ublication of the notice, a co of which is attached hereto: that said notice p.m. on January 18, 20011,, for the purpose e P PY of reviewing and considering the applica- was published in The Idaho Statesman, in conformity with Section 60-108, tions of: . The Land Group, Inc.,`for Preliminary Idaho Code, as amended for: TWO Plat approval of 5 building lots on 6.95 acres in an L -O zone for the proposed Mallane Commercial Complex generally consecutive weekly =single located at the northwest corner of Fair- Y S111 9 view Avenue and North Hickory Way; = BRS Architects for rezone of 8.88 acres from R-4 to L -O for St. ;-Alphonsus consecutive dally Fx odd skip Regional Medical Center AmbulatoryInSertl Care Center; furthermore,' the applicant insertion(s) ) also requests a Conditional Use Permit for a Planned Development in a proposed beginning with the issue of: DECEMBER 2 9 2000 L -O zone for proposed St. Alphonsus Regional `Medical Center generally and ending with the issue of: JANUARY 12 2001 located on the southeast corner of Cherry Lane and Ten Mile Road; . 11 Treasure Valley Engineers, Inc; for Conditional Use Permit to construct a new office / warehouse building in a floodplain for Big D Builders generally located at j King Street and Baltic Place; -r erin-4 `° Le" and associates Engineg for STATE OF IDAHO ) annexation and zoning of 8.15 acres from RT to R-4 for proposed Staten Park Subdi-, )SS vision; furthermore the applicant also requests Preliminary Plat approval of 24 COUNTY OF ADA building lots and 5 other lots on 8.15 acres in a -proposed- R-4 zone for proposed On this 12 day of JANUARY in the year of 2001 Staten Park Subdivision generally located before me, a Nota Public, personally east of Black Cat Road and south of Ustick Notary P y appeared before me Janice Hildreth Road; known or identified to me to be the person whose name subscribed to the Janet Torgensen for a Conditional Use Permit for a child care center for 24 chil- within instrument, and being by me first duly sworn, declared that the state- dren in an R-15 zone for proposed ABC Club Daycare and Preschool located at ments therein are true, and acknowledged to me that she executed the same. 650 West Broadway; 1 Hubble Engineering for annexation and zoning of 5.4 acres from RT to R-8 for a proposed Planned Unit Development for proposed Kodiak Development generally located west of Meridian Road one-half Notary Public for Id o mile south of Overland Road Residing at: Boise, Idaho Pub. Dec 29, 2000 Jan.12 2001 9185��•. '�' .. ,:....,..�,-_,.,...��...,_ .... I�y�Od�iirAl�srlHftpcpires: %41. lot •TA 'y: :* •• PUBLIC :SO ••••••••••••1��,��,,, Shelby Ugarriza From: Kristy Vigil [vigilk@ci.meridian.id.us] Sent: Friday, January 19, 20019:41 AM To: Shelby Ugarriza (E-mail) Before 1 forget to tell you again in the Mallane PP file there are some new drawings to give to the City Council the applicant submitted last week. When they called and asked how many I told them enough for City Council also. The P&Z Dept. and the Building Dept. already have them they were in their item packets for the meeting this week (Jan. 18). Thank you, Kristy Y �d oHvcli ,mvium'3 iim mM.e •nom cR ....77 �� X� IdY�IO� IdI�2I�NII�IO� ffNV I I�Y�I oru'anoxE) arrv�alu poj a� C eau �• N tia a0 ! G arc. ®. II� Il II, F b b iP■� �1 yy� i GE a tl� O u s � :W< 66 W a o pi � 0i�i'6sad a mrca YES W 94 c N. N. A n a m J �bco�t r. I *I Position Statement Case No. PP -00-021 Name of Applicant: The Land Group To: Meridian City Council From: Meridian Planning & Zoning Staff I have reviewed the Findings and Recommendations of the Planning & Zoning Commission with which I disagree as follows: The following Findings and/or Recommendations should be deleted: x'1.15 The following Findings and/or Recommendations should be modified: ,1.18: Applicant shall be n'quind to provide sidewalks along Hickory Wlay and Faihiew Avenue as per the City Subdivision Ordinance 12-5-2. The following Findings and/or Recommendations should be added: Recommendation / A note shall be on the face of the plat that requires a Conditional Use Permit be obtained for the development of each lot. Dated the day of 12001. Signed: Copy served upon Applicant, Planning & Zoning Department, Public Works Department and City Attorney. Received in the record: -/-/ By: William G. Berg, Jr., City Clerk BEFORE THE PLANNING AND ZONING COMMISSION IN THE MATTER OF ) Case No. PP -00-021 THE REQUEST FOR ) PRELIMINARY PLAT ) RECOMMENDATION TO FOR THE MALLANE ) CITY COUNCIL COMMERCIAL ) COMPLEX, ) THE LAND GROUP, ) Applicant 1. The property is approximately 6.95 acres in size and is generally located at the northwest corner of Fairview and N. Hickory in Meridian, Idaho. 2. The owner of record of the subject property is M&L Limited Partnership of Boise. 3. The Applicant is The Land Group of Eagle, Idaho. 4. The subject property is currently zoned L -O. However, there is an application before the City Council for a rezone to C -G. The zoning of C -G is defined within the City of Meridian's Zoning and Development Ordinance Section 11-7-2K. 5. The subject property is within the city limits of the City of Meridian. 6. The entire parcel of the property is included within the Meridian Urban Service Planning Area as defined in the Meridian Comprehensive Plan. 7. The Applicant proposes to develop the subject property in the following manner: commercial complex. 8. There are no significant or scenic features of major importance that affect the consideration of this application. RECOMMENDATION RECOMMENDATION TO CITY COUNCIL - 1 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1. The Meridian Planning and Zoning Commission hereby recommends to the City Council of the City of Meridian that they approve the preliminary plat as requested by the Applicant for the property described in the application, subject to the following: Adopt the Planning and Zoning Administrator and Assistant City Engineer Recommendations as follows: 1.1 Any existing irrigation/drainage ditches crossing the property to be included in this project shall be tiled per City Ordinance. The ditches to be piped should be shown on the site plans. Plans will need to be approved by the appropriate irrigation/drainage district, with written confirmation of said approval submitted to the Public Works Department. No variances have been requested for tiling of any ditches crossing this project. 1.2 Any existing domestic wells and/or septic systems within this project will have to be removed from their domestic service per City Ordinance. Wells may be used for non-domestic purposes such as landscape irrigation. 1.3 Off-street parking shall be provided in accordance with City of Meridian Zoning and Development Ordinance (Ord. 11-13). 1.4 Paving and striping shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance (Ord. 11-13-4) and in accordance with Americans with Disabilities Act (ADA) requirements. 1.5 A drainage plan designed by a State of Idaho licensed architect or engineer is required and shall be submitted to the City Engineer for all off-street parking areas. All site drainage shall be contained and disposed of on-site. 1.6 Outside lighting shall be designed and placed so as not to direct illumination on any nearby residential areas and in accordance with City Ordinance Section 11-13-4.C. and 12-5-2.M. 1.7 All signage shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance (Ord. 11-14). No temporary signage, flags, banners or flashing signs will be permitted. 1.8 Provide five -foot -wide sidewalks in accordance with City Ordinance (Ord. 12-5-2.K). 1.9 All construction shall conform to the requirements of the Americans with Disabilities Act. RECOMMENDATION TO CITY COUNCIL - 2 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1. 10 Submit letter from the Ada County Street Name Committee, approving the subdivision and street names. 1.11 Coordinate fire hydrant placement with the City of Meridian Public Works Department. 1.12 Assessment fees for water and sewer service are determined during the building plan review process. 1.13 Sanitary sewer service to this site will be via extensions from existing mains installed in adjacent developments. Subdivision designer to coordinate main sizing and routing with the Public Works Department. 1.14 Water service to this site will be via extensions from existing mains installed in adjacent developments. Applicant will be responsible to construct the water mains to and through this proposed development. Subdivision designer to coordinate main sizing and routing with the Public Works Department. 1.15 Outside lighting shall be designed and placed so as to not direct illumination on any nearby residential areas and in accordance with City Ordinance Section 11-13-4.C. 1.16 Underground year-round pressurized irrigation must be provided to all landscape areas on site. Applicant shall submit hook-up and design details based on the proposed landscaping. Due to the size of landscaped area, primary water supply connection to the City's mains will not be allowed. Applicant shall be required to utilize any existing surface or well water for the primary source. If City water is proposed as a secondary source, developer shall be responsible to pay water assessments for the entire common open area. 1.17 Applicant has not indicated whether the pressurized irrigation system within this development is to be owned and maintained by an association or the Nampa & Meridian Irrigation District. If the system is being proposed as a private system, plans and specifications for the irrigation system shall be reviewed by the Public Works Department as part of the development plan review process. A draft copy of the pressurized irrigation system O&M manual shall be submitted prior to plan approval. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water. If a creek or well source is not available, a single -point connection to the culinary water system shall be required. If a single - point connection is utilized, the developer shall be responsible for the payment of assessments for the common areas prior to signature on the final plat by the Meridian City Engineer. RECOMMENDATION TO CITY COUNCIL - 3 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1. 18 Applicant shall be required to provide sidewalks along Hickory Way and Fairview Avenue as per the City Subdivision Ordinance 12-5-2. The landscape plan submitted with the plat shows detached sidewalks along Hickory Way and Fairview Avenue. Staff supports this configuration. 1.19 The Comprehensive Plan designates Fairview Avenue as an entryway corridor. As such, staff recommends the Fairview landscape buffer be a minimum of 35 -feet in width beyond the required ACHD right-of-way and constructed by the developer as a condition of the plat. The landscape buffer shall be placed within a permanent landscape easement beyond the future right-of-way and designated as such on the plat. 1.20 Hickory Way is a collector road. As such, staff recommends a landscape buffer a minimum of 20 feet in width beyond the required right-of-way along Hickory Way and constructed by the developer as a condition of the plat. The landscape buffer shall be placed within a permanent landscape easement beyond the future right-of-way and designated as such on the plat. 1.21 Meridian Subdivision & Development Ordinance #12-4-7 requires a minimum 20 -foot wide screen between incompatible development features, including commercial adjacent to residential. The fact that this is also a rezone application allows the City to place increased requirements on the proposed subdivision. Therefore, staff recommends increasing the required buffer to 25 feet minimum adjacent to Dove Meadows Subdivision, based on the standards of the draft landscape ordinance. 1.22 A preliminary landscape plan was submitted with the application. Staff supports the conceptual number and placement of trees within the street buffers, with detached meandering sidewalks and sodded berms. The proposed conifer trees within the street buffers should be replaced with deciduous tree species. Also, the landscape plan does not include the buffer required adjacent to Dove Meadows Subdivision (note conifers may be used in the buffer between land uses). A revised, detailed landscape plan shall be submitted for review and approval with the Final Plat application. A letter of credit or cash surety will be required for the improvements prior to City signature on the Final Plat. 1.23 A condition of the current CUP as well as the original plat of the property is to "build a masonry block wall with a ten -foot -wide planting strip adjacent to all residential areas in lieu of the 20 -foot wide planting strip." The draft landscape ordinance allows the City to require a wall in addition to the buffer between incompatible land uses to further mitigate noise and/or unsightly uses. The proposed concept plan shows the back side of a large retail building (that could potentially include loading docks, trash enclosures, etc.) adjacent to the existing residences. Therefore, staff recommends requiring a masonry block wall adjacent to all residential areas in addition to the 25 -foot landscape buffer. RECOMMENDATION TO CITY COUNCIL - 4 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1.24 Each lot will be required to meet their own individual parking requirements within the boundaries of their own lot. Staff notes that Louie's restaurant is required to have 51 parking spaces and 52 spaces are shown within the boundaries of their proposed lot, and would be in compliance with this requirement. All lots within the subdivision shall have an ingress -egress cross access agreement. Adopt the Recommendations of the Ada County Highway District as follows: 1.25 Dedicate 60 -feet of right-of-way from the centerline of Fairview Avenue abutting the parcel by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required permits), whichever occurs first. 1.26 Utility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. 1.27 The existing driveway on Fairview Avenue, located approximately 500 -feet west of Hickory Way is approved with this application. 1.28 Construct driveways on Hickory Way to align with existing driveways on the east side of Hickory Way. Pave the driveways their full width of 24 to 30 -feet and at least 30 -feet into the site beyond the edge of pavement of Hickory Way with 15 -foot curb radii. 1.29 Provide a $3,200 deposit to the Public Rights -of -Way Trust Fund for a share of the signal at Hickory Way and Fairview Avenue, prior to the issuance of any building permits on this site. 1.30 Provide a recorded cross access easement for all of the lots within the subdivision, and to the outparcel to the east to use this parcel for access to the public streets prior to issuance of a building permit (or other required permits). This access agreement was recorded on the plat for Angel Park Subdivision, and should also be noted on the current plat. 1.31 Construct a 5 -foot wide concrete sidewalk on Hickory Way abutting the entire site. Coordinate the location and elevation of the sidewalk with District staff. 1.32 Construct a 5 -foot wide concrete sidewalk on Fairview Avenue abutting the entire site. Locate the sidewalk 2 -feet within the right-of-way. Coordinate the location and elevation of the sidewalk with District staff. 1.33 Other than the access point specifically approved with this application, direct lot or parcel access to Fairview Avenue is prohibited. Lot access restrictions, as required with this application, shall be stated on the final plat. RECOMMENDATION TO CITY COUNCIL - 5 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1.34 Other than the access points specifically approved with this application, direct lot or parcel access to Hickory Way is prohibited. Lot access restrictions, as required with this application, shall be stated on the final plat. Z:\Work\M\Meridian\Meridian 15360M\Recommendarions\PP021Mallane.wpd RECOMMENDATION TO CITY COUNCIL - 6 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP January 16, 2001 PP 00-021 MERIDIAN PLANNING & ZONING MEETING January 18, 2001 APPLICANT The Land Group ITEM NO. 5 REQUEST Preliminary Plat approval of 5 building lots on 6.95 acres for proposed Mallane Commercial Complex Northwest corner of Fairview Avenue and North Hickory Way AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: COMMENTS See previous Item Packet See attached comments CENTRAL DISTRICT HEALTH: Y(1 NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IL�COhr� A 0 vcut � IDAHO POWER: VIA fG, US WEST: HI INTERMOUNTAIN GAS: PTFY?) \ftp BUREAU OF RECLAMATION: r `I" i" OTHER: See attached Drawinas Contacted: VtC 441�o� Date: -1t _i9i Phone: q,,3�",' O j Materials presented at public meetings shall become property of the City of Meridian. Ada Countujwic],4w oUiJ tNCCt Judy Peavey -Derr, President 318 East 37th Street Dave Bivens, Vice President Garden City, Idaho 83714-6499 Marlyss Meyer, Secretary Phone (208) 387-6100 Sherry R. Huber, Commissioner Fax (208) 387-6391 Susan S. Eastlake, Commissioner E-mail: tellus@achd.ada.id.us December 1, 2000 p G B ED TO: Chris Mallane DEC - 9 2000 M & L Limited Partnership MY OF MERIDIAN 620 West Idaho Boise, ID 83701 FROM: Christy Richardson, Principal Development Analyst Planning & Development SUBJECT: Preliminary Plat: 5 -lot Commercial Subdivision n/w/c Fairview Ave/Hickory Way On November 29, 2000, the Commissioners of the Ada County Highway District (hereafter called "District") took action on the preliminary Plat as stated on the attached staff report. In order that the Final Plat may be considered by the District for acceptance, the Developer shall cause the following applicable standard conditions to be satisfied prior to District certification and endorsement: 1. Drainage plans shall be submitted and subject to review and approval by the District. 2. If public street improvements are required: Prior to any construction within the existing or proposed public right-of-way, the following shall be submitted and subject to review and approval by the District. a. Three complete sets of detailed street construction drawings prepared by an Idaho registered professional Engineer. b. Execute and Inspection Agreement between the Developer and the District together with initial payment deposit for inspection and/or testing services. C. Complete all street improvements to the satisfaction of the District, or execute a Surety Agreement between the Developer and the District to guarantee the completion of the construction of all required street improvements. 3. Furnish a copy of the Final Plat showing street names as approved by the Local Government Agency having such authority together with the payment of fee charged for the manufacturing and installation of all street signs. IN 4. If Public Right -of -Way Trust Fund deposit is required, make the deposit to the District in the form of cash or cashier's check for the amount specified by the District. 5. Furnish easements, agreements and all other datum or documents as required by the District. 6. Furnish Final Plat drawings together with the plat and plan review fees for District acceptance and endorsement. The final plat must contain the signed endorsement of the Owner and the Land Surveyor's certification. 7. All of the material must be submitted to District staff two -weeks prior to Commission review of the final plat. 8. Approval of the plat is valid for one year. The Commission will consider an extension of one year if requested within 15 -days prior to the expiration date. Please contact me at (208) 387-6170, should you have any questions. Cc: Planning & Development Chron/File Planning & Development Services -City of Meridian Construction Services — John Edney Drainage- Chuck Rinaldi The Land Group, Inc. 128 S Eagle Rd. Eagle, ID 83616 ADA COUNTY HIGHWAY DISTRICT Planning and Development Division Development Application Report Preliminary Plat — Mallane Commercial Complex n/w/c Fairview Avenue/Hickory Way 5 -lots MPP00-021 /MRZ00-007 This application has been referred to ACHD by the City of Meridian for review and comment. Mallane is a 5 -lot commercial subdivision on 6.95 -acres. The applicant is also requesting a rezone from L -O to C -G. The site is located at the northwest corner of Fairview Avenue and Hickory Way. This development could generate up to 2,000 additional vehicle trips per day based on the Institute of Transportation Engineers Trip Generation manual, depending on the specific uses. This application is before the Commission as a request of the applicant regarding a site specific requirement to construct a sidewalk on Hickory Way. Roads impacted by this development: Fairview Avenue Hickory Eagle Road ACHD Commission Date —November 29, 2000 - 7:00 p.m. REGULAR AGENDA ITEM W ORR r Mallanexnun Page l • R III Mil -J= 0 Am� 'c)HVCI'NVTClr'dgA AV'1'1VfUd9DNOD Xg-id]NOZ) TVID'd3WWOO 3IIVW Om iu Off III fait 40 z • X111,11 L: H 11 U F I n oil Q:v ----------- .......... ............ . ........... d I A Facts and Findings: A. General Inforination Owner — M&L Limited Partnership Applicant — The Land Group L -O - Existing zoning C -G - Requested zoning 6.95 - Acres 5 - Proposed building lots 2,000 - New trips generated 0 - Total lineal feet of proposed public streets 265 - Traffic Analysis Zone (TAZ) West Ada - Impact Fee Service Area Meridian - Impact Fee Assessment District Fairview Avenue Principal arterial Traffic count of 30,081 on 5-9-00 C -Existing Level of Service D -Existing plus project build -out Level of Service 660 -feet of frontage 98 -feet existing right-of-way (50 -feet north from centerline) 120 -feet required right-of-way (60 -feet from centerline) Fairview Avenue is improved with four thru-lanes and a center turn lane with no curb, gutter or sidewalk abutting the site. Hickory Way_ Collector with bike lane designation Traffic count of on 740 -feet of frontage 60 -feet existing right-of-way (30 -feet from centerline) No additional right-of-way required Hickory Way is improved with a 36 -foot street section with curb, gutter and no sidewalk. Eagle Road Principal arterial Traffic count of 35,041 on 5-9-00 E -Existing Level of Service E -Existing plus project build -out Level of Service 0 -feet of frontage Eagle Road is improved with four thru-lanes and a center turn lane. Mallanexim-n Page 2 B. In 1996 the Commission reviewed and approved Angel Park Subdivision. This application is for a re -subdivision of Lot 1, Block 1, of the Angel Park Subdivision. C. On August 5, 1996, ACHD staff reviewed MCU -21-96, a conditional use permit for two restaurants on this site. The applicant is the same as the current applicant for this subdivision. The applicant was required to: • Comply with the requirements of Angel Park Subdivision. (site specific #1) • Provide a $3,200 deposit to the Public Rights -of -Way Trust Fund for this development's share of the cost of a traffic signal at the intersection of Fairview Avenue and Hickory Way, prior to issuance of any required permits or District approval of a final plat. (site specific #5) The road trust was not provided to ACHD at that time. There is currently one restaurant under construction on this site today. With this application the applicant should be required to provide a $3,200 deposit to the Public Rights -of -Way Trust Fund for a share of the signal, prior to the issuance of any building permits on this site. D. Utility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. Contact Construction Services at 387-6280 (with file numbers) for details. E. With the original approval of Angel Park Subdivision, one driveway was permitted on Fairview Avenue, located approximately 500 -feet west of Hickory Way. That driveway has been constructed, and should be approved with this application. F. Driveways on Hickory Way should align or offset a minimum of 125 -feet from any existing or proposed driveways on either the east or west side of Hickory Way. The applicant is proposing to construct two driveways, and both align with driveways on the east side of Hickory Way that serve a church. G. Graveled driveways abutting public streets create maintenance problems due to gravel being tracked onto the roadway. In accordance with past action by the District the applicant should be required to pave the driveways their full width and at least 30 -feet into the site beyond the edge of pavement of Hickory Way with 15 -foot curb radii. H. District policy states that direct access to arterials and collectors is normally restricted and that the developer shall try to use combined access points. In accordance with District policy the applicant should be required to provide a recorded cross access easement for all of the lots within the subdivision, and to the outparcel to the east to use this parcel for access to the public streets prior to issuance of a building permit (or other required permits). This access agreement was recorded on the plat for Angel Park Subdivision, and should also be noted on the current plat. L As a requirement of the Angel Park Subdivision, the applicant was required to construct a 5 -foot wide concrete sidewalk abutting the entire frontage of Hickory Way. The developer of the Angel Park Subdivision did not construct the sidewalk and instead posted a letter of credit. That developer let the Letter of Credit expire, and the sidewalk was never constructed. Mallanexnim Page 3 When purchasing this property the current applicant had been told that if the Letter of Credit expired, ACHD would construct the sidewalk. When the Letter of Credit expired, the money was retained by ACRD. ACED has not constructed the sidewalk, and typically when a letter of credit expires, ACHD does not construct the improvements unless the site is located within a project in the Five Year Work Program. With this application, the applicant should be required to construct a 5 -foot wide concrete sidewalk on Hickory Way abutting the site. After the sidewalk has been constructed, the applicant may request reimbursement from the District, for an amount not to exceed the original Letter of Credit. There have been similar circumstances with other subdivisions and projects when a Letter of Credit had expired. In those instances the applicant was required to construct the improvements, and was reimbursed the amount of the Letter of Credit, but an amount not exceeding the cost of the improvements. The applicant appealed this item to the Commissioners at the meeting on November 29, 2000. The Commissioners upheld staff's recommendation to require the construction of sidewalk, but gave the applicant two weeks to request reconsideration of this item if the bid for sidewalk comes in at a much higher price than the letter of credit (approximately $12,500). The applicant should be required to construct a 5 -foot wide concrete sidewalk on Fairview Avenue abutting the entire site. The sidewalk should be located 2 -feet within the right-of-way. Coordinate the location and elevation of the sidewalk with District staff. K. Any proposed landscape islands/medians within the public right-of-way dedicated by this plat should be owned and maintained by a homeowners association. Notes of this should be required on the final plat. L. In order to reduce trips to and from this development it is recommended that Tenants occupying the proposed building be required to provide an Alternative Transportation Program for employees and provide an annual report to ACHD on employee participation. Commuteride staff will coordinate the Alternative Transportation Program with the applicant. For more information contact Pat Nelson at 387-6160. M. In order to reduce trips to and from this development, it is recommended that the tenants occupying the proposed building(s) be required to participate in any Transportation Management Association (TMA) or Transportation Management Organization (TMO) that is formed with a boundary that includes this site or is adjacent to this development. A Transportation Management Association (TMA) or Transportation Management Organization (TMO) is formed with a coordinator that works as a liaison between businesses and private and public transportation providers to increase the use of alternative transportation and other trip reduction measures (shuttle buses, bus pass programs, vanpools, carpools, bicycle and walking enhancements). An annual survey will be required of the TMA/TMO to monitor participation in alternative transportation programs and forwarded to the ACHD Commuteride Office. Mallane.cmm Page 4 N. Based on development patterns in this area and the resulting traffic generation, staff anticipates that the transportation system will be adequate to accommodate additional traffic generated by this proposed development with the requirements outlined within this report. Special Recommendation to the City of Meridian and the Applicant: In order to reduce trips to and from this development it is recommended that tenants occupying the proposed building be required to provide an Alternative Transportation Program for employees and provide an annual report to ACHD on employee participation. Commutende staff will coordinate the Alternative Transportation Program with the applicant. For more information contact Ms. Pat Nelson at 387-6160. 2. In order to reduce trips to and from this development, the tenants occupying the proposed building(s) should be required to participate in any Transportation Management Association (TMA) or Transportation Management Organization (TMO) that is formed with a boundary that includes this site or is adjacent to this development. The following Site Specific Requirements and Standard Requirements must be met or provided for prior to ACHD approval of the final plat: Site Specific Requirements: Dedicate 60 -feet of right-of-way from the centerline of Fairview Avenue abutting the parcel by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required pennits), whichever occurs first. Allow up to 30 business days to process the right-of-way dedication after receipt of all requested material. The owner will be compensated for all right-of-way dedicated as an addition to existing right- of-way from available impact fee revenues in this benefit zone, if the owner submits a letter of application to the impact fee administrator prior to breaking ground, in accordance with Section 15 of ACHD Ordinance #193. 2. Utility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. Contact Construction Services at 387-6280 (with file numbers) for details. 3. The existing driveway on Fairview Avenue, located approximately 500 -feet west of Hickory Way is approved with this application. 4. Construct driveways on Hickory Way to align with existing driveways on the east side of Hickory Way. Pave the driveways their full width of 24 to 30 -feet and at least 30 -feet into the site beyond the edge of pavement of Hickory Way with 15 -foot curb radii. 5. Provide a $3,200 deposit to the Public Rights -of -Way Trust Fund for a share of the signal at Hickory Way and Fairview Avenue, prior to the issuance of any building permits on this site. Mallane.cnvn Page 5 "'1 � 6. Provide a recorded cross access easement for all of the lots within the subdivision, and to the outparcel to the east to use this parcel for access to the public streets prior to issuance of a building pen -nit (or other required permits). This access agreement was recorded on the plat for Angel Park Subdivision, and should also be noted on the current plat. 7. Construct a 5 -foot wide concrete sidewalk on Hickory Way abutting the entire site. Coordinate the location and elevation of the sidewalk with District staff. After the sidewalk has been constructed, the applicant may request reimbursement from the District, for an amount not to exceed the original Letter of Credit. The applicant has two weeks from the date of Commission action (November 29, 2000) to request reconsideration of this requirement. Construct a 5 -foot wide concrete sidewalk on Fairview Avenue abutting the entire site. Locate the sidewalk 2 -feet within the right-of-way. Coordinate the location and elevation of the sidewalk with District staff. 9. Other than the access point specifically approved with this application, direct lot or parcel access to Fairview Avenue is prohibited. Lot access restrictions, as required with this application, shall be stated on the final plat. 10. Other than the access points specifically approved with this application, direct lot or parcel access to Hickory Way is prohibited. Lot access restrictions, as required with this application, shall be stated on the final plat. Standard Requirements: 1. A request for modification, variance or waiver of any requirement or policy outlined herein shall be made in writing to the ACHD Planning and Development Supervisor. The request shall specifically identify each requirement to be reconsidered and include a written explanation of why such a requirement would result in a substantial hardship or inequity. The written request shall be submitted to the District no later than 9:00 a.m. on the day scheduled for ACHD Commission action. Those items shall be rescheduled for discussion with the Commission on the next available meeting agenda. Requests submitted to the District after 9:00 a.m. on the day scheduled for Commission action do not provide sufficient time for District staff to remove the item from the consent agenda and report to the Commission regarding the requested modification, variance or waiver. Those items will be acted on by the Commission unless removed from the agenda by the Commission. 2. After ACHD Commission action, any request for reconsideration of the Commission's action shall be made in writing to the Planning and Development Supervisor within six days of the action and shall include a minimum fee of $110.00. The request for reconsideration shall specifically identify each requirement to be reconsidered and include written documentation of data that was not available to the Commission at the time of its original decision The request for reconsideration will be heard by the District Commission at the next regular meeting of the Commission. If the Commission agrees to reconsider the action, the applicant will be notified of the date and time of the Commission meeting at which the reconsideration will be heard. Mallane.cnun Page 6 Payment of applicable road impact fees are required prior to building construction in accordance with Ordinance 4193, also known as Ada County Highway District Road Impact Fee Ordinance. 4. All design and construction shall be in accordance with the Ada County Highway District Policy Manual, ISPWC Standards and approved supplements, Construction Services procedures and all applicable ACHD Ordinances unless specifically waived herein. An engineer registered in the State of Idaho shall prepare and certify all improvement plans. The applicant shall submit revised plans for staff approval, prior to issuance of building permit (or other required permits), which incorporates any required design changes. 6. Construction, use and property development shall be in conformance with all applicable requirements of the Ada County Highway District prior to District approval for occupancy. It is the responsibility of the applicant to verify all existing utilities within the right-of-way. Existing utilities damaged by the applicant shall be repaired by the applicant at no cost to ACHD. The applicant shall be required to call DIGLINE (1-800-342-1585) at least two full business days prior to breaking ground within ACHD right-of-way. The applicant shall contact ACHD Traffic Operations 387-6190 in the event any ACHD conduits (spare or filled) are compromised during any phase of construction. No change in the terms and conditions of this approval shall be valid unless they are in writing and signed by the applicant or the applicant's authorized representative and an authorized representative of the Ada County Highway District. The burden shall be upon the applicant to obtain written confirmation of any change from the Ada County Highway District. 9. Any change by the applicant in the planned use of the property which is the subject of this application, shall require the applicant to comply with all rules, regulations, ordinances, plans, or other regulatory and legal restrictions in force at the time the applicant or its successors in interest advises the Highway District of its intent to change the planned use of the subject property unless a waiver/variance of said requirements or other legal relief is granted pursuant to the law in effect at the time the change in use is sought. Conclusion of Law: ACHD requirements are intended to assure that the proposed use/development will not place an undue burden on the existing vehicular and pedestrian transportation system within the vicinity impacted by the proposed development. Should you have any questions or comments, please contact the Planning and Development Division at 387-6170. Submitted by: Planning and Development Staff Commission Action: November 29, 2000 Mallanexnun Page 7 HUB OF TREASURE VALLEY MAYOR LEGAL DEPARTMENT Robert D. Corrie A Good Place to Live (208) 288-2499 • Fax 288-2501 CITY OF MERIDIAN PUBLIC WORKS CITY COUNCIL MEMBERS BUILDING DEPARTMENT Ron Anderson 33 EAST IDAHO (208) 887-2211 • Fax 887-1297 MERIDIAN, IDAHO 83642 Keith Bird (208) 888-4433 • Fac (208) 887-4813 PLANNING AND ZONING Tammy deWeerd City Clerk Office Fax (208) 888-4218 DEPARTMENT Cherie McCandless (208) 884-5X3 • Fax 888-6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT-P4�0JL��TS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian Plann nd� and Zoning Commission, please submit your comments and recommendations to Meridian City Hall`s Attn: Will Berg, City Clerk, by: November 7, 2000 Transmittal Date: October 5, 2000 Hearing Date: File No.: PP 00-021 November 14, 2000 Request: Preliminary Plat approval of 5 building lots on 6.95 acres in a proposed C -G zone for Mallane Commercial Complex By: The Land Group, Inc. Location of Property or Project: northwest corner of Fairview Avenue and North Hickory Way Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, P/Z Richard Hatcher, P/Z Keith Borup, P/Z Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department Sanitary Service Building Department Fire Department Police Department City Attorney City Engineer Your Concise Remarks Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department /0 zT__ &® City Planner Parks Department (Residential Applications only) Gen - 26 PP/FP/PFP - 30 AZ - 27 MAYOR Robert D. Corrie CITY COUNCIL MEMBERS Ron Anderson Keith Bird Tammy deWeerd Cherie McCandless HUB OF TREASURE VALLEY A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 (208) 888-4433 • Fax (208) 887-4813 City Clerk Office Fax (208) 888-4218 LEGAL DEPARTMENT (208)'_S8-2.199 • Fax 288-2501 PUBLIC WORKS BUILDING DEPARTMENT (208)887-2211 • Fax 887-1297 PLANNING AND ZONING DEPARTMENT (208) 884-5533 • Fax 888-6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission, please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: Transmittal Date: October 5, 2000 File No.: PP 00-021 November 7, 2000 Hearing Date: November 14, 2000 Request: Preliminary Plat approval of 5 building lots on 6.95 acres in a proposed G -G zone for Mallane Commercial Complex Bv: The Land Group, Inc. Location of Property or Project: Wav Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, P/Z Richard Hatcher, P/Z Keith Borup, P/Z Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C f— Water Department Sewer Department Sanitary Service Building Department Fire Department Police Department City Attorney City Engineer City Planner Parks Department (Residential Applications only) northwest corner of Fairview Avenue and North Hickory Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District ,Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department Gen - 26 PP/FP/PFP - 30 AZ - 27 1?_ECE;TVET) ocr i s z000 CITY OF 3ERIDL9N C99.*rDEPARTMENT CENTRAL CENTRAL DISTRICT HEALTH DEPARTMENTDISTRICT Return to: HEALTH Environmental Health Division LlBoise ❑ Eagle ❑ Garden City Rezone # ,Meridian Conditional Use # ❑ Kuna J:5_re1iminar / Final / Short Plat �6� �� ❑ ACZ ❑ Star ❑ 1. We have No Objections to this Proposal. o C T 2 6 2000 ❑ 2. We recommend Denial of this Proposal. MY OF MERIDIAN ❑ 3. Specific knowledge as to the exact type of use must be provided before we can comment on this Proposal. ❑ 4. We will require more data concerning soil conditions on this Proposal before we can comment. ❑ 5. Before we can comment concerning individual sewage disposal, we will require more data concerning the depth of: ❑ high seasonal ground water ❑ waste flow characteristics Cl or bedrock from original grade ❑ other ❑ 6. This office will require a study to assess the impact of nutrients and pathogens to receiving ground waters and/or surface waters. ❑ 7. This project shall be reviewed by the Idaho Department of Water Resources concerning well construction and water availability. 8. After writte approval from appropriate entities are submitted, we can approve this proposal for: central sewage ❑ community sewage system ❑ community water well ❑ interim sewage central water ❑ individual sewage ❑ individual water 9. The following plan(s) must be submitted to and approved by the Idaho Department of Health & Welfare, Division of vironmental Quality: Division sewage community sewage system EJ water CJsewage dry lines central water 10. Run-off is not to create a mosquito breeding problem. ❑ 11. This Department would recommend deferral until high seasonal ground water can be determined if other considerations indicate approval. ❑ 12. If restroom facilities are to be installed, then a sewage system MUST be installed to meet Idaho State Sewage Regulations. ❑ 13. We will require plans be submitted for a plan review for any: ❑ food establishment ❑ swimming pools or spas ❑ child care center ❑ beverage establishment ❑ grocery store J 14. S e?-_L,4-722cll" ST ��,� i C/� /l�L.�u� Er�� Date: zV/ 00 /�/ \ll Pn,l- Reviewed By: Review Sheet CDHD 9100 Ikc CENTRAL •• DISTRICT PWHEAETH DEPARTMENT MAIN OFFICE - 707 N. ARMSTRONG PL. - BOISE, ID 83704-0825 - (208) 375-5211 • FAX 32'-81`. c To prevent and treat disease and disability; to promote healthy lifestyles; and to protect and promote the health and quality ol' our em-ironnhent. STORM WATER MANAGEMENT RECOMMENDATIONS It is recommended that storm water be pre-treated through a grassy swale prior to discharge to the subsurface to prevent impact to ground water and surface water quality. The engineers and architects involved with the design of this project should obtain current best management practices for storm water disposal and design a storm water management system that is preventing groundwater and surface water degradation. Manuals that could be used for guidance are: State of Idaho Catalog of Stormwater Best Management Practices For Idaho Cities and Counties. Prepared by the Idaho Division of Environmental Quality, July 1997. Stormwater Best Management Practices Guidebook. Prepared by City of Boise Public Works Department, January 1997. Ada / Boise County Office 707 N. Armsrong PI. Boise, ID 83704 Enviro. Health: 327-7499 Family Planning: 327-7400 Immunizations: 327-7450 Senior Nutrition: 327-7460 WIC: 327-7488 FAX: 327-8500 Serving Valley, Elmore, Boise, and Ada Counties Ada -WIC Satellite Office 1606 Robert St. Boise, ID 83705 Ph. 334-3355 FAX: 334-3355 Elmore County Office 520 E. 8th Street N. Mountain Home, ID 83647 Enviro. Health: 587-9225 Family Health: 587-4407 WIC: 587-4409 FAX: 587-3521 Valley County Office 703 N. 1 st Street P.O. Box 1448 McCall, ID. 83638 Ph. 634-7194 FAX: 634-2174 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: November 7, 2000 Transmittal Date: October 5, 2000 Hearing Date: File No.: PP 00-021 November 14, 2000 Request: Preliminary Plat approval of 5 building lots on 6.95 acres in a proposed C -G zone for Mallane Commercial Complex By: The Land Group, Inc. Location of Property or Project: northwest corner of Fairview Avenue and North Hickory Way Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, P/Z Richard Hatcher, P/Z Keith Borup, P/Z Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department >C- Sewer Department Sanitary Service Building Department Fire Department Police Department City Attorney City Engineer City Planner Parks Department (Reside Gen - 26 PP/FP/PFP - 30 AZ - 27 Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department Ynur Cnncise Remarks: IRWE'v'ED N 0 V - 1 2000 CITY OF MERIDIAN HUB OF TREASC RE VALLEY LEGAL DEPARTMENT MAYOR A Good Place to Live(_ - 08) 288-2499 •Fax 288-25.,�Ol Robert D. Corrie CITY OF MERIDIAN PUBLIC WORKS CITY COUNCIL MEMBERS BUILDING DEPARTMENT Ron Anderson 33 EAST IDAHO (208) 887-2211 • Fax 887-1297 MERIDIAN, IDAHO 83642 Keith Bird (208) 888-4433 •Fax (208) 887-4813 PLANNING AND ZONING Tammy deWeerd Cit Clerk Office Fax (208) 888-4218 y DEPARTMENT (208) 884-5533 • Fax 888-6854 Cherie McCandless TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission, please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: November 7, 2000 Transmittal Date: October 5, 2000 Hearing Date: File No.: PP 00-021 November 14, 2000 Request: Preliminary Plat approval of 5 building lots on 6.95 acres in a proposed C -G zone for Mallane Commercial Complex By: The Land Group, Inc. Location of Property or Project: northwest corner of Fairview Avenue and North Hickory Way Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, P/Z Richard Hatcher, P/Z Keith Borup, P/Z Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department >C- Sewer Department Sanitary Service Building Department Fire Department Police Department City Attorney City Engineer City Planner Parks Department (Reside Gen - 26 PP/FP/PFP - 30 AZ - 27 Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department Ynur Cnncise Remarks: IRWE'v'ED N 0 V - 1 2000 CITY OF MERIDIAN 11/10/2000 08:13 SANITARY SERVICE 2088885052 SAN ,.•. PAGE 01 OR 01' TRCA,5URE V.1 UEY A Gia>d Place to Live Py �z Koh'm 0. Come CITY OF M i •,RIDIA11 CIT)' COL'`MEMBERS 33 CAST IDAHO � dU• I T aw°D r AlCIL `?- Kon Andcrsoll kCilh BirdMERIDIAN, IllAHO 83642 '1 837.13I 3 i''OS) SSS--t-F i •Fax (206) Tsmm\ dcwe�!rd City Clerk Office Fax (20S) SSS 4218 ,l Chcnc McCandlcss 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: November 7, 2000 Transmittal Date: October 5, 2000 Hearing Date: November 14, 2000 File No.: PP 00-021 Request: Preliminary Plat approval of 5 building lots on 6.95 acres in a proposed C -G, zone for Mallane Commercial Complex By: The Land Group, Inc Location of Property or Project: northwest corner of Fairview Avenue and North Hickory Way Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, P/Z Richard Hatcher. P/Z Keith Borup, P/Z Robert Corrie, Mayor Ron Anderson. C/C Tammy deWeerd, GIC Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department —Sanitary Service Building Department Fire Department Police Department City Attorney --T City Engineer City Planner Parks Department (Residential Applications only) Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department Your . ♦.• ' Gey .:c OD/FO(OFO _ 3O AZ • 27 � C�WED NOV 1 02000 CITY OF MERIDIAN NOV 10 '00 07:21 2088885052 PAGE.01 November 9, 2000 PP -00-021 MERIDIAN PLANNING & ZONING MEETING November 14, 2000 APPLICANT The Land Group ITEM NO. $ REQUEST Preliminary Plat approval of 5 building lots on 6.95 acres for proposed Mallane Commercial Complex AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IDAHO POWER: US WEST: COMMENTS See Attached See Attached See Attached See Attached See Attached See Attached INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: OTHER: See attached from Sewer Deoartment Contacted: Date: t*� Phone: JM' 7v L// Materials presented at public meetings shall become property of the City of Meridian. MEMORANDUM: November 6, 2000 To: Planning & Zoning Commission/Mayor & City Council From: Bruce Freckleton, Senior Engineering Technician NQ vo Steve Siddoway, Planner 4Citty 8 Z00� Re: MALLANE COMMERCIAL COMPLEXOf 41 k 0461 0 - Request for Rezone of 6.95 Acres from L -O to C -G by The Land Group/M&L g Limited Partnership (File RZ-00-007) - Preliminary Plat of 5 lots on 6.95 Acres by The Land Group/M&L Limited Partnership (File PP -00-021) We have reviewed this submittal and offer the following comments, as conditions of the applicant. These conditions shall be considered in full, unless expressly modified or deleted by motion of the Meridian City Council: APPLICATIONS SUMMARY The subject property has been the subject of three previous Conditional Use Permits. In 1992, the property was originally annexed and zoned L -O by Capital Christian Center, with a CUP for a Planned Development incorporating offices and apartments on the subject parcel. In 1995, the CUP was modified by Fred Lotridge to permit a Planned Commercial Development (PD -C) with a central plaza space. In 1996, Louie's Restaurant applied for a third CUP because the site plan layout did not conform to the approved PD -C, and restaurants require a CUP in the L -O zone. Earlier this year, Louie's Restaurant was granted a Certificate of Zoning Compliance (CZC) and Building Permits based on the 1996 CUP, and is currently under construction on a portion of the subject property. The applicant is now proposing to rezone the entire property C -G to allow commercial uses and also proposing to plat the property into separate lots, so each lot can be under separate ownership. Staff feels that this proposal represents a significant modification of the CUP currently in force on the site. Therefore, if the rezone and plat are approved, submittal of a new CUP for the property as a whole, to approve the new conceptual site plan and to modify the existing CUP(s) should be required. RZ00-M, PR00-021 MallaneCommmialComplex.RZPP.doc ^-� HUB OF TREASURE VALLEY LIAYOR A Good Place to Live LEGAL DEPARINIEN'T Robert D. Corrie CITY OF MERIDA ('.A8) 288-299 • Fax 238-.x.501 COLNCIL IEEMBERS PUBLIC WORKS Ron Anderson 33 EAST IDAHO BUILDD� G DEPARMNIEZ�TT (208) 387-"11 •Fax 887-1297 Kei[h Bird MERIDIAN, IDAHO 836+2 Tanmw deWeerd (208) 888-4433 • FAX (208) 887-4813 PLANNILNG HIND ZONTING City City Qerk Office Fax (208) 888-4218 DEP--UM, EENT Cherie McCandless 881-5533 - FAX 888-6854 MEMORANDUM: November 6, 2000 To: Planning & Zoning Commission/Mayor & City Council From: Bruce Freckleton, Senior Engineering Technician NQ vo Steve Siddoway, Planner 4Citty 8 Z00� Re: MALLANE COMMERCIAL COMPLEXOf 41 k 0461 0 - Request for Rezone of 6.95 Acres from L -O to C -G by The Land Group/M&L g Limited Partnership (File RZ-00-007) - Preliminary Plat of 5 lots on 6.95 Acres by The Land Group/M&L Limited Partnership (File PP -00-021) We have reviewed this submittal and offer the following comments, as conditions of the applicant. These conditions shall be considered in full, unless expressly modified or deleted by motion of the Meridian City Council: APPLICATIONS SUMMARY The subject property has been the subject of three previous Conditional Use Permits. In 1992, the property was originally annexed and zoned L -O by Capital Christian Center, with a CUP for a Planned Development incorporating offices and apartments on the subject parcel. In 1995, the CUP was modified by Fred Lotridge to permit a Planned Commercial Development (PD -C) with a central plaza space. In 1996, Louie's Restaurant applied for a third CUP because the site plan layout did not conform to the approved PD -C, and restaurants require a CUP in the L -O zone. Earlier this year, Louie's Restaurant was granted a Certificate of Zoning Compliance (CZC) and Building Permits based on the 1996 CUP, and is currently under construction on a portion of the subject property. The applicant is now proposing to rezone the entire property C -G to allow commercial uses and also proposing to plat the property into separate lots, so each lot can be under separate ownership. Staff feels that this proposal represents a significant modification of the CUP currently in force on the site. Therefore, if the rezone and plat are approved, submittal of a new CUP for the property as a whole, to approve the new conceptual site plan and to modify the existing CUP(s) should be required. RZ00-M, PR00-021 MallaneCommmialComplex.RZPP.doc Mayor, Council and P& November 6, 2000 Page 2 LOCATION The property is generally located on the north side of Fairview Avenue and the west side of Hickory Way. It is designated as Existing Urban in the Comprehensive Plan. SURROUNDING PROPERTIES North — Dove Meadows Subdivision, zoned R-8 and L -O. South — Food Services of America in the Treasure Valley Business Center, zoned I -L, is situated across Fairview Avenue from the site. East — Capital Christian Center, zoned L -O, is across Hickory Way to the East. West — Vacant land zoned RT in Ada County. GENERAL REQUIREMENTS (Both Applications) I. Any existing irrigation/drainage ditches crossing the property to be included in this project shall be tiled per City Ordinance. The ditches to be piped should be shown on the site plans. Plans will need to be approved by the appropriate irrigation/drainage district, with written confirmation of said approval submitted to the Public Works Department. No variances have been requested for tiling of any ditches crossing this project. 2. Any existing domestic wells and/or septic systems within this project will have to be removed from their domestic service per City Ordinance. Wells may be used for non- domestic purposes such as landscape irrigation. 3. Off-street parking shall be provided in accordance with City of Meridian Zoning and Development Ordinance (Ord. 11-13). 4. Paving and striping shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance (Ord. 11-13-4) and in accordance with Americans with Disabilities Act (ADA) requirements. 5. A drainage plan designed by a State of Idaho licensed architect or engineer is required and shall be submitted to the City Engineer for all off-street parking areas. All site drainage shall be contained and disposed of on-site. 6. Outside lighting shall be designed and placed so as not to direct illumination on any nearby residential areas and in accordance with City Ordinance Section 11-13-4.C. and 12-5-2.M. 7. All signage shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance (Ord. 11-14). No temporary signage, flags, banners or flashing signs will be permitted. 8. Provide five -foot -wide sidewalks in accordance with City Ordinance (Ord. 12-5-2.K). 9. All construction shall conform to the requirements of the Americans with Disabilities Act. RZ-00.007, PP -00-M I Wlane Commercial Complex-RZYRdoc February 16, 2001 VAR 01-003 MERIDIAN CITY COUNCIL MEETING February 20, 2001 APPLICANT Wild Shamrock LLP ITEM NO. 17 REQUEST Variance for a time extension for the recordation of the final plat for Merchants Plaza Subdivision fka First Meridian Plaza Subdivision - e/o Meridian Road and s/o Gem Street AGENCY COMMENTS CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY See attached Recommendations CITY POLICE DEPT: no comment CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: no remarks CITY SEWER DEPT: no comment MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: See attached comments SANITARY SERVICE COMPANY CENTRAL DISTRICT HEALTH: no objections to the proposal NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IDAHO POWER: US WEST: i INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: OTHER: Contacted: �cL(� j��yy�C� Date: ,-�V /0 Phone: —7Cad-q Materials presented at public meetings shall become property of the City of Meridian. S�Uri IkenSrner ACHD Ada County Highway District -y , --y—vii, r I CJ1UCl 11 318 East 37th StrPat v�", �' vwC rieswunt Garden City ID 83714-6499 Sherry R. Huber, 2nd Vice President Phone (208) 387-6100 Susan S. Eastlake, Commissioner FAX (208) 387-6391 David E. Wynkoop, Commissioner E-mail: tellus@ACHD.ada.id.us TO: Wild Shamrock LLP February 13, 2001 RECEIVED 12301 W. Explorer, #240 Boise, Idaho 83713 FEB 15 2001 CITY OF MERIDIAN SUBJECT: VAR -01-003 Time Extension e/o Meridian Road, s/o of Gem Street The Ada County Highway District (ACRD) staff has received and reviewed the application and site plan for the item referenced above. ACHD does not have any site improvement requirements at this time. The ACHD Commission will not hear this item unless the site plan is changed in such a manner as to require Commission review. ACHD policy requires that before any improvements of any kind are constructed or installed within the public right- of-way, a permit or license agreement permitting the improvements must be obtained. All future design plans and construction shall be in accordance with the Ada County Highway District Policy Manual, ISPWC Standards and approved supplements, Construction Services procedures and all applicable ACHD Ordinances unless specifically waived in writing by the District. Contact Ms. Joyce Newton for payment of possible road impact fees prior to building construction in accordance with Ordinance #193, also known as the Ada County Highway District Road Impact Fee Ordinance. If you have any questions, please feel free to contact me at (208) 387-6177. Sincerely, Andrea Tuning Development Analyst Cc: Planning & Development/Chron/Project File Planning & Development Services City of Meridian Earth Tech Brian Iverson 1299 N. Orchard Street, #301 Boise, Idaho 83706 Mayor, Council and P& November 6, 2000 Page 3 REZONE COMMENTS (File RZ-00-007) 1. The legal description submitted in the application appears to meet the requirements of the City of Meridian and State Tax Commission. 2. The subject lot can be adequately served by public facilities, and the proposed uses will allow for orderly expansion of the city limits. 3. A Development Agreement will be required as a condition of rezone. 4. Staff has reservations about the proposed C -G zone. It would potentially allow more intense uses adjacent to existing Dove Meadows Subdivision than were intended in the previously approved Planned Developments. The applicant should provide the Planning & Zoning Commission with a proposed list of permitted and prohibited uses, based on the applicant's vision for the commercial complex, for consideration as part of the Development Agreement. 5. As a condition of the rezone, the proposed commercial complex should be required to be submitted as a Planned Commercial Development, as a modification of the existing Conditional Use Permit on the subject property. Rezone Recommendation Staff recommends approval of the rezone to the requested C -G zone, with an approved list of permitted and prohibited uses to be included in the Development Agreement. PRELIMINARY PLAT COMMENTS (File PP -00-021) 1- Submit letter from the Ada County Street Name Committee, approving the subdivision and street names. Make any corrections necessary to conform. 2. Coordinate fire hydrant placement with the City of Meridian Public Works Department. 3. Assessment fees for water and sewer service are determined during the building plan review process. 4. Sanitary sewer service to this site will be via extensions from existing mains installed in adjacent developments. Subdivision designer to coordinate main sizing and routing with the Public Works Department. 5. Water service to this site will be via extensions from existing mains installed in adjacent developments. Applicant will be responsible to construct the water mains to and through this proposed development. Subdivision designer to coordinate main sizing and routing with the Public Works Department. 6. Outside lighting shall be designed and placed so as to not direct illumination on any nearby residential areas and in accordance with City Ordinance Section 11-13-4.C. RZ-00-007, PP -00.021 Mallane Commercial Complex1UPP.doc Mayor, Council and P& November 6, 2000 Page 4 7. Underground year-round pressurized irrigation must be provided to all landscape areas on site. Please submit hook-up and design details based on the proposed landscaping. Due to the size of landscaped area, primary water supply connection to the City's mains will not be allowed. Applicant shall be required to utilize any existing surface or well water for the primary source. If City water is proposed as a secondary source, developer shall be responsible to pay water assessments for the entire common open area. 8. Applicant has not indicated whether the pressurized irrigation system within this development is to be owned and maintained by an association or the Nampa & Meridian Irrigation District. If the system is being proposed as a private system, plans and specifications for the irrigation system shall be reviewed by the Public Works Department as part of the development plan review process. A draft copy of the pressurized irrigation system O&M manual must be submitted prior to plan approval. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water. If a creek or well source is not available, a single -point connection to the culinary water system shall be required. If a single -point connection is utilized, the developer shall be responsible for the payment of assessments for the common areas prior to signature on the final plat by the Meridian City Engineer. 9. It is staff s understanding that the applicant is appealing ACHD's requirement to provide sidewalks along Hickory Way (at their 11/29 meeting). Staffs position is that regardless of ACHD's decision, the applicant should be required to provide sidewalks along Hickory Way and Fairview Avenue as per the City Subdivision Ordinance 12-5-2. The landscape plan submitted with the plat shows detached sidewalks along Hickory Way and Fairview Avenue. Staff supports this configuration. 10. The Comprehensive Plan designates Fairview Avenue as an entryway corridor. As such, staff recommends the Fairview landscape buffer be a minimum of 35 -feet in width beyond the required ACHD right-of-way and constructed by the developer as a condition of the plat. The landscape buffer shall be placed within a permanent landscape easement beyond the future right-of-way and designated as such on the plat. 11. Hickory Way is a collector road. As such, staff recommends a landscape buffer a minimum of 20 feet in width beyond the required right-of-way along Hickory Way and constructed by the developer as a condition of the plat. The landscape buffer shall be placed within a permanent landscape easement beyond the future right-of-way and designated as such on the plat. 12. Meridian Subdivision & Development Ordinance #12-4-7 requires a minimum 20 -foot wide screen between incompatible development features, including commercial adjacent to residential. The fact that this is also a rezone application allows the City to place increased requirements on the proposed subdivision. Therefore, staff recommends increasing the required buffer to 25 feet minimum adjacent to Dove Meadows Subdivision, based on the standards of the draft landscape ordinance. RZ-00-007, PP -00.021 Mellen Commercial Complex.RZPP.doc Mayor, Council and P&. November 6, 2000 Page 5 13. A preliminary landscape plan was submitted with the application. Staff supports the conceptual number and placement of trees within the street buffers, with detached meandering sidewalks and sodded berms. The proposed conifer trees within the street buffers should be replaced with deciduous tree species. Also, the landscape plan does not include the buffer required adjacent to Dove Meadows Subdivision (note conifers may be used in the buffer between land uses). A revised, detailed landscape plan shall be submitted for review and approval with the Final Plat application. A letter of credit or cash surety will be required for the improvements prior to City signature on the Final Plat. 14. A condition of the current CUP as well as the original plat of the property is to "build a masonry block wall with a ten -foot -wide planting strip adjacent to all residential areas in lieu of the 20 -foot wide planting strip." The draft landscape ordinance allows the City to require a wall in addition to the buffer between incompatible land uses to further mitigate noise and/or unsightly uses. The proposed concept plan shows the back side of a large retail building (that could potentially include loading docks, trash enclosures, etc.) adjacent to the existing residences. Therefore, staff recommends requiring a masonry block wall adjacent to all residential areas in addition to the 25 -foot landscape buffer. 15. Each lot will be required to meet their own individual parking requirements within the boundaries of their own lot. Staff notes that Louie's restaurant is required to have 51 parking spaces and 52 spaces are shown within the boundaries of their proposed lot, and would be in compliance with this requirement. All lots within the subdivision shall have an ingress - egress cross access agreement. 16. If possible, respond in writing to the each of the comments contained in this memorandum, prior to the scheduled November 14, 2000 hearing by the Meridian Planning and Zoning Commission. Preliminary Plat Recommendation Staff recommends approval of the preliminary plat with the above conditions. COMPREHENSIVE PLAN ANALYSIS The 1993 Comprehensive Plan contains a variety of goals and policies relevant to this application. The following sections most directly apply to the proposed project and are repeated here for the Council and Commission's consideration during the hearing process. Goal 3 is "to encourage the kind of economic growth and development which supplies employment and economic self-sufficiency for existing and future residents, reduces the present reliance on Boise and strengthens the City's ability to finance and implement public improvements, services, and its open space character." RZ-00-007' PP -00.021 NUIene Commerml ComplexRZPP.doc Mayor, Council and P&. November 6, 2000 Page 6 Goal 8 is "to establish compatible and efficient use of land through the use of innovative and functional site design." Economic Development 1.1 The City of Meridian shall make every effort to create a positive atmosphere that encourages... commercial enterprises to locate in Meridian. 1.3 The character, site improvements and type of new commercial or industrial developments should be harmonized with the natural environment and respect the unique needs and features of each area. Land Use 2.3U Protect and maintain residential neighborhood property values, improve each neighborhood's physical condition and enhance its quality of life for residents. 4.8U Encourage commercial uses, offices and medical -care uses to locate in the Old Town district, business parks, shopping centers and near high-intensity activity areas, such as freeway interchanges. Transportation 1.4U Monitor and coordinate the compatibility of the land use and transportation system. 1.20U Encourage proper design of residential neighborhoods to ensure their safety and tranquility. Community Design 5.2 Ensure that all new development enhances rather than detracts from the visual quality of its surroundings, especially in areas of prominent visibility. 6.5U Establish land -use designations that reflect the character of existing neighborhoods. RZr00-007' PP -00.02I Manana Commercial Complex.RZPP.doc ,IUB OF TREASURE VALLEY MAYOR LEGAL DEPARTMENT Robert D. Corrie A Good Place to Live , CITYOF MERIDIAN (_O8) PUBLIC WORKS88-2499 - Fax 8 SOl CITY COUNCIL MEMBERS BUILDING DEPARTMENT Ron Anderson 33 EAST IDAHO Keith Bird MERIDIAN, IDAHO 83642 (208) 887-2211 • Fax 887-1297 Tammy deWeerd (208) 888-4433 • Fax (208) 887-4813 IkANNING AND ZONING Cherie McCandless City Clerk Office Fax (208) 888-4218 ARTMENT (2 ax 888-6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT Ft@CTS 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: November 7, 2000 Transmittal Date: October 5, 2000 Hearing Date: November 14, 2000 File No.: PP 00-021 Request: Preliminary Plat approval of 5 building lots on 6.95 acres in a proposed C -G zone for Mallane Commercial Complex By: The Land Group, Inc. Location of Property or Project: northwest corner of Fairview Avenue and North Hickory Way Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, P/Z Richard Hatcher, P/Z Keith Borup, P%Z Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department Sanitary Service Building Department Fire Department y_ Police Department City Attorney City Engineer —City Planner -. Parks Department (Residential Applications only) Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department Gen - 26 PP/FP/PFP - 30 AZ - 27 BEFORE THE PLANNING AND ZONING COMMISSION IN THE MATTER OF ) THE REQUEST FOR ) PRELIMINARY PLAT ) FOR THE MALLANE ) COMMERCIAL ) COMPLEX, ) THE LAND GROUP, ) Applicant Case No. PP -00-021 RECOMMENDATION TO CITY COUNCIL 1. The property is approximately 6.95 acres in size and is generally located at the northwest corner of Fairview and N. Hickory in Meridian, Idaho. 2. The owner of record of the subject property is M&L Limited Partnership of Boise. 3. The Applicant is The Land Group of Eagle, Idaho. 4. The subject property is currently zoned L -O. However, there is an application before the City Council for a rezone to C -G. The zoning of C -G is defined within the City of Meridian's Zoning and Development Ordinance Section 11-7-2K. 5. The subject property is within the city limits of the City of Meridian. 6. The entire parcel of the property is included within the Meridian Urban Service Planning Area as defined in the Meridian Comprehensive Plan. 7. The Applicant proposes to develop the subject property in the following manner: commercial complex. 8. There are no significant or scenic features of major importance that affect the consideration of this application. RECOMMENDATION RECOMMENDATION TO CITY COUNCIL - 1 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1. The Meridian Planning and Zoning Commission hereby recommends to the City Council of the City of Meridian that they approve the preliminary plat as requested by the Applicant for the property described in the application, subject to the following: Adopt the Planning and Zoning Administrator and Assistant City Engineer Recommendations as follows: 1.1 Any existing irrigation/drainage ditches crossing the property to be included in this project shall be tiled per City Ordinance. The ditches to be piped should be shown on the site plans. Plans will need to be approved by the appropriate irrigation/drainage district, with written confirmation of said approval submitted to the Public Works Department. No variances have been requested for tiling of any ditches crossing this project. 1.2 Any existing domestic wells and/or septic systems within this project will have to be removed from their domestic service per City Ordinance. Wells may be used for non-domestic purposes such as landscape irrigation. 1.3 Off-street parking shall be provided in accordance with City of Meridian Zoning and Development Ordinance (Ord. 11-13). 1.4 Paving and striping shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance (Ord. 11-13-4) and in accordance with Americans with Disabilities Act (ADA) requirements. 1.5 A drainage plan designed by a State of Idaho licensed architect or engineer is required and shall be submitted to the City Engineer for all off-street parking areas. All site drainage shall be contained and disposed of on-site. 1.6 Outside lighting shall be designed and placed so as not to direct illumination on any nearby residential areas and in accordance with City Ordinance Section 11-13-4.C. and 12-5-2.M. 1.7 All signage shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance (Ord. 11-14). No temporary signage, flags, banners or flashing signs will be permitted. 1.8 Provide five -foot -wide sidewalks in accordance with City Ordinance (Ord. 12-5-2.K). 1.9 All construction shall conform to the requirements of the Americans with Disabilities Act. RECOMMENDATION TO CITY COUNCIL - 2 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1.10 Submit letter from the Ada County Street Name Committee, approving the subdivision and street names. 1.11 Coordinate fire hydrant placement with the City of Meridian Public Works Department. 1.12 Assessment fees for water and sewer service are determined during the building plan review process. 1.13 Sanitary sewer service to this site will be via extensions from existing mains installed in adjacent developments. Subdivision designer to coordinate main sizing and routing with the Public Works Department. 1.14 Water service to this site will be via extensions from existing mains installed in adjacent developments. Applicant will be responsible to construct the water mains to and through this proposed development. Subdivision designer to coordinate main sizing and routing with the Public Works Department. 1.15 Outside lighting shall be designed and placed so as to not direct illumination on any nearby residential areas and in accordance with City Ordinance Section 11-13-4.C. 1.16 Underground year-round pressurized irrigation must be provided to all landscape areas on site. Applicant shall submit hook-up and design details based on the proposed landscaping. Due to the size of landscaped area, primary water supply connection to the City's mains will not be allowed. Applicant shall be required to utilize any existing surface or well water for the primary source. If City water is proposed as a secondary source, developer shall be responsible to pay water assessments for the entire common open area. 1.17 Applicant has not indicated whether the pressurized irrigation system within this development is to be owned and maintained by an association or the Nampa & Meridian Irrigation District. If the system is being proposed as a private system, plans and specifications for the irrigation system shall be reviewed by the Public Works Department as part of the development plan review process. A draft copy of the pressurized irrigation system O&M manual shall be submitted prior to plan approval. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water. If a creek or well source is not available, a single -point connection to the culinary water system shall be required. If a single - point connection is utilized, the developer shall be responsible for the payment of assessments for the common areas prior to signature on the final plat by the Meridian City Engineer. RECOMMENDATION TO CITY COUNCIL - 3 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1. 18 Applicant shall be required to provide sidewalks along Hickory Way and Fairview Avenue as per the City Subdivision Ordinance 12-5-2. The landscape plan submitted with the plat shows detached sidewalks along Hickory Way and Fairview Avenue. Staff supports this configuration. 1.19 The Comprehensive Plan designates Fairview Avenue as an entryway corridor. As such, staff recommends the Fairview landscape buffer be a minimum of 35 -feet in width beyond the required ACHD right-of-way and constructed by the developer as a condition of the plat. The landscape buffer shall be placed within a permanent landscape easement beyond the future right-of-way and designated as such on the plat. 1.20 Hickory Way is a collector road. As such, staff recommends a landscape buffer a minimum of 20 feet in width beyond the required right-of-way along Hickory Way and constructed by the developer as a condition of the plat. The landscape buffer shall be placed within a permanent landscape easement beyond the future right-of-way and designated as such on the plat. 1.21 Meridian Subdivision & Development Ordinance #12-4-7 requires a minimum 20 -foot wide screen between incompatible development features, including commercial adjacent to residential. The fact that this is also a rezone application allows the City to place increased requirements on the proposed subdivision. Therefore, staff recommends increasing the required buffer to 25 feet minimum adjacent to Dove Meadows Subdivision, based on the standards of the draft landscape ordinance. 1.22 A preliminary landscape plan was submitted with the application. Staff supports the conceptual number and placement of trees within the street buffers, with detached meandering sidewalks and sodded berms. The proposed conifer trees within the street buffers should be replaced with deciduous tree species. Also, the landscape plan does not include the buffer required adjacent to Dove Meadows Subdivision (note conifers may be used in the buffer between land uses). A revised, detailed landscape plan shall be submitted for review and approval with the Final Plat application. A letter of credit or cash surety will be required for the improvements prior to City signature on the Final Plat. 1.23 A condition of the current CUP as well as the original plat of the property is to "build a masonry block wall with a ten -foot -wide planting strip adjacent to all residential areas in lieu of the 20 -foot wide planting strip." The draft landscape ordinance allows the City to require a wall in addition to the buffer between incompatible land uses to further mitigate noise and/or unsightly uses. The proposed concept plan shows the back side of a large retail building (that could potentially include loading docks, trash enclosures, etc.) adjacent to the existing residences. Therefore, staff recommends requiring a masonry block wall adjacent to all residential areas in addition to the 25 -foot landscape buffer. RECOMMENDATION TO CITY COUNCIL - 4 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1.24 Each lot will be required to meet their own individual parking requirements within the boundaries of their own lot. Staff notes that Louie's restaurant is required to have 51 parking spaces and 52 spaces are shown within the boundaries of their proposed lot, and would be in compliance with this requirement. All lots within the subdivision shall have an ingress -egress cross access agreement. Adopt the Recommendations of the Ada County Highway District as follows: 1.25 Dedicate 60 -feet of right-of-way from the centerline of Fairview Avenue abutting the parcel by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required permits), whichever occurs first. 1.26 Utility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. 1.27 The existing driveway on Fairview Avenue, located approximately 500 -feet west of Hickory Way is approved with this application. 1.28 Construct driveways on Hickory Way to align with existing driveways on the east side of Hickory Way. Pave the driveways their full width of 24 to 30 -feet and at least 30 -feet into the site beyond the edge of pavement of Hickory Way with 15 -foot curb radii. 1.29 Provide a $3,200 deposit to the Public Rights -of -Way Trust Fund for a share of the signal at Hickory Way and Fairview Avenue, prior to the issuance of any building permits on this site. 1.30 Provide a recorded cross access easement for all of the lots within the subdivision, and to the outparcel to the east to use this parcel for access to the public streets prior to issuance of a building permit (or other required permits). This access agreement was recorded on the plat for Angel Park Subdivision, and should also be noted on the current plat. 1.31 Construct a 5 -foot wide concrete sidewalk on Hickory Way abutting the entire site. Coordinate the location and elevation of the sidewalk with District staff. 1.32 Construct a 5 -foot wide concrete sidewalk on Fairview Avenue abutting the entire site. Locate the sidewalk 2 -feet within the right-of-way. Coordinate the location and elevation of the sidewalk with District staff. 1.33 Other than the access point specifically approved with this application, direct lot or parcel access to Fairview Avenue is prohibited. Lot access restrictions, as required with this application, shall be stated on the final plat. RECOMMENDATION TO CITY COUNCIL - 5 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP 1.34 Other than the access points specifically approved with this application, direct lot or parcel access to Hickory Way is prohibited. Lot access restrictions, as required with this application, shall be stated on the final plat. Z:\Work\M\Meridian\Meridian 15360M\Recommendations\PP02IMallane.wpd RECOMMENDATION TO CITY COUNCIL - 6 PRELIMINARY PLAT - MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP The Land Gro Inc. Landscape Architecture - Site Planning LETTER OF TRANSMITTAL I 128 S. Eagle Rd. • Eagle, Idaho 83616 • (208) 939-4041 = FAX (208) 939-4445 Date: January 11, 2001 Architect Job No.: To: CITY OF MERIDIAN Job Name: MALLANE COMMERCIAL COMPLEX PHONE: FAX: Attention: CITY CLERK Enclosures include the following: Via: ❑ Copy of Letter ❑ Submittal Data ❑ Specifications ❑ Samples ❑ Change Order ❑ Prints ❑ Attached ❑ Under Separate Cover ❑ Other ❑ Shop Drawings ❑ Plans ❑ DHL ❑ Fax ❑ Fed-X ❑ Regular Mail ❑ UPS Copies "Date No. Description 25 11 x 17 CONCEPTUAL LAYOUT FOR MALLANE COMMERCIAL COMPLEX THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For Acceptance ❑ Furnish as Submitted ❑ Resubmit Copies for Acceptance ❑ Prints Returned After ❑ For Your Use ❑ Furnish as Noted ❑ Submit Copies for Distribution Loan to Us ❑ As Requested ❑ Returned for Corrections ❑ Return Corrected Prints ❑ FOR BIDS DUE ❑ For Review and Comment ❑ Rejected - See Remarks ❑ Return Prints After Use REMARKS: RECEIVEDL14 U) JAN 11 2001 JAN 11 cc: cc: Signature Russ Hepworth, EIT Type or Print Name & Title: If enclosures are not as noted, kindly notify us immediately. NOTICE OF HEARING NOTICE IS HEREBY GIVEN pursuant to the Ordinances of the City of Meridian and the Laws of the State of Idaho that the Planning and Zoning Commission of the City of Meridian will hold a public hearing at the Meridian City hall, 33 East Idaho Street, Meridian, Idaho, at the hour of 7:00 p.m. on January 18, 2001, for the purpose of reviewing and considering the applications of: The Land Group, Inc., for Preliminary Plat approval of 5 building lots on 6.95 acres in an L -O zone for the proposed Mallane Commercial Complex generally located at the northwest corner of Fairview Avenue and North Hickory Way; BRS Architects for rezone of 8.88 acres from R-4 to L -O for St. Alphonsus Regional Medical Center Ambulatory Care Center; furthermore, the applicant also requests a Conditional Use Permit for a Planned Development in a proposed L -O zone for proposed St. Alphonsus Regional Medical Center generally located on the southeast corner of Cherry Lane and Ten Mile Road; Treasure Valley Engineers, Inc., for a Conditional Use Permit to construct a new office / warehouse building in a floodplain for Big D Builders generally located at King Street and Baltic Place; Leavitt and Associates Engineering for annexation and zoning of 8.15 acres from RT to R-4 for proposed Staten Park Subdivision; furthermore the applicant also requests Preliminary Plat approval of 24 building lots and 5 other lots on 8.15 acres in a proposed R-4 zone for proposed Staten Park Subdivision generally located east of Black Cat Road and south of Ustick Road; Janet Torgensen for a Conditional Use Permit for a child care center for 24 children in an R-15 zone for proposed ABC Club Daycare and Preschool located at 650 West Broadway; Hubble Engineering for annexation and zoning of 5.4 acres from RT to R-8 for a proposed Planned Unit Development for proposed Kodiak Development generally located west of Meridian Road one-half mile south of Overland Road; PUBLISH December 29th, 2000 and January 12th, 2001 RUcErvED NOV 13 2000 CITY OF MERIDIAN November 9, 2000 To Whom It May Concern: We are returning the enclosed piece of mail to you, as Community Property Management is no longer the vendor for Dove Meadows Home Owner's Association. We do not know who you need to forward this information to, but please delete the 9550 Bethel Court address from your records. Of. ** TX CONFIRP— iON REPORT ** DATE TIME TO/FROM 15 12/11 1308 PUBLIC WORKS 16 12/11 13:13 208 888 6854 —talcou ,tetI AS OF DEC 11 '00 13:18 PAGE.01 CITY OF MERIDIAN MODE MIN/SEC PGS CMD# STATUS OF --S 04'29" 012 072 OK EC --S 04'55" 012 072 OK ci�icuur,� �� tract Judy Peavey -Derr, President 318 East 37th Street Dave Givens, Vice President Garden City, Idaho 83714-6499 Marlyss Meyer, Secretary Phone (208) 387-6100 Sherry R. Huber, Commissioner Fax (208) 387-6391 Susan S. Eastlake, Commissioner E-mail: tellus@achd.ada.id.us December 1, 2000 PXCE'VED TO: Chris Mallane DEC — 9 2000 M & L Limited Partnership 620 West Idaho CITY OF MERIDIAN Boise, ID 83701 FROM: Christy Richardson, Principal Development Analyst Planning & Development SUBJECT: Preliminary Plat: 5 -lot Commercial Subdivision n/w/c Fairview Ave/Hickory Way On November 29, 2000, the Commissioners of the Ada County Highway District (hereafter called "District") took action on the preliminary Plat as stated on the attached staff report. In order that the Final Plat may be considered by the District for acceptance, the Developer shall cause the following applicable standard conditions to be satisfied prior to District certification and endorsement: 1. Drainage plans shall be submitted and subject to review and approval by the District. 2_ If public street improvements are required: Prior to any construction within the existing or proposed public right-of-way, the following shall be submitted and subject to review and approval by the District. a. Three complete sets of detailed street construction drawings prepared by an Idaho registered professional Engineer. b. Execute and Inspection Agreement between the Developer and the District together with initial payment deposit for inspection and/or testing services. C. Complete all street improvements to the satisfaction of the District, or execute a Surety Agreement between the Developer and the District to guarantee the completion of the construction of all required street improvements. 3_ Furnish a copy of the Final Plat showing street names as approved by the Local Government Agency having such authority together with the payment of fee charged for the manufacturing and installation of all street signs. WHITE PETERSON WHITE, PETERSON, MORROW, GIGRAY, ROSSMAN, NYE & ROSSMAN, P.A. JuL>EKLEINFiscBER CHRISTOPB RS. NYE Wm. F. GIORAY, III PH11P A. PETERSON BRENT J. JOHNSON ERIC S. RoswAN D. SAMUEL JOHNSON TODD A. RosaLkN WILLIAM A. MoRRow DAviD M. SwARTLEY WII.LIAM F. NICHOLS* TERRENCER. WHITE* - *Also admitted in OR ** Also admitted in WA To: Staff Applicant Affected Property Owner(s) Re: Application Case No. ATTORNEYS AT LAW 200 EAST CARLTON ME., SUIT% 31 POST OFFICE Box1150 MERIDIAN, IDAHO 83680-1150 TEL (208)288-2499 FAx (208) 288*2501 E -AUL: @wPPMc.coM December 7, 2000 PP -00-021 NAIvWA OFFICE 104 9TH Av& SOUTH POST OFFICE BOX 247 NAMPA, (IDAHO 83653-0247 466-9272 FAX (308) 4664405 PLEASE REPLY TO MERIDIAN OFFICE PXcF,rvED DEC 14 2000 CITY OF MERIDIAN FINDINGS AND RECOMMENDATIONS OF PLANNING AND ZONING COMMISSION Staff, Applicant and/or Affected Property Owner(s): Please note that these Findings and Recommendations of the Planning and Zoning Commission shall be presented to the 'City Council at the public hearing on the above referenced matter by the Planning and Zoning Administrator. Due to the volume of matters which the City Council must decide, and to insure your position is understood and clear, it is im ortant to have a consistent format by which matters are pre-- d at the public hearings be ore the City Council. The City Coun,0 1. That the Findings and Recon. 6--t- • Commission, and be ppreppay ` -)n by addressing the Finding f Zoning Commission; and! 2. That yo ible) the Position Stateme tecommendations of the Pl 3sition Statement form for ark's office. It is recommendea City Clerk prior to the hearing, if Statement to the City Council a. presented to the Mayor, Council, City Attorney. If you are a part Statement be filled out for the grog Iy/ d deliver it to the nt your Position he copies will be Works and the mat one Position the representative for the group. BEFORE THE PLANNING AND ZONING COMMISSION IN THE MATTER OF THE REQUEST FOR PRELIMINARY PLAT FOR THE MALLANE COMMERCIAL COMPLEX, THE LAND GROUP, INC. Applicant Case No. PP -00-021 RE"IvED DEC 14 2000 CITY OF MERIDIAN RECOMMENDATION TO CITY COUNCIL 1. The property is approximately 6.95 acres in size and is generally located at the northwest corner of Fairview and N. Hickory, in Meridian, Idaho. 2. The owner of record of the subject property is M&L Limited Partnership of Boise. 3. The Applicant is The Land Group, Inc. of Eagle, Idaho. 4. The subject property is currently zoned L -O. However, there is an application before the City Council for a rezone to C -G. The zoning of G -G is defined within the City of Meridian's Zoning and Development Ordinance Section 11-7-2 K. 5. The subject property is within the city limits of the City of Meridian. 6. The entire parcel of the property is included within the Meridian Urban Service Planning Area as defined in the Meridian Comprehensive Plan. 7. The Applicant proposes to develop the subject property in the following manner: commercial complex. RECOMMENDATION TO CITY COUNCIL - 1 PRELIMINARY PLAT -MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP, INC. 8. There are no significant or scenic features of major importance that affect the consideration of this application. RECOMMENDATION The Meridian Planning and Zoning Commission hereby recommends to the City Council of the City of Meridian that they deny the preliminary plat as requested by the Applicant for the property described in the application since the application for rezone was denied due to the Commission finding that the request was not compatible with surrounding uses. Z:\Work\M\Meridian\Meridian 15360M\Mallane Commercail Complex RZ007 PP021\PP021 Mallane.wpd RECOMMENDATION TO CITY COUNCIL - 2 PRELIMINARY PLAT-MALLANE COMMERCIAL COMPLEX BY THE LAND GROUP, INC. NOTICE OF HEARING NOTICE IS HEREBY GIVEN pursuant to the Ordinances of the City of Meridian and the Laws of the State of Idaho, that the Planning and Zoning Commission of the City of Meridian will hold a public hearing at the Meridian City Hall, 33 East Idaho Street, Meridian, Idaho at the hour of 7:00 p.m. on January 18, 2001, for the purpose of reviewing and considering the application of The Land Group, Inc., for Preliminary Plat approval of 5 building lots on 6.95 acres in an L -O zone for the proposed Mallane Commercial Complex generally located at the northwest corner of Fairview Avenue and North Hickory Way. A more particular description of the above property is on file in the City Clerk's office at Meridian City Hall, 33 East Idaho Street, and is available for inspection during regular business hours. A copy of the application is available upon request. Any and all interested persons shall be heard at said public hearing and the public is welcome and invited to submit testimony. DATED this 18th day of December, 2000 /57 WILLIAM G. BER/GG, JR., C LERK off PUBLISH December 29th, 2000 and January 12th, 2001. r SM NOTICE OF HEARING NOTICE IS HEREBY GIVEN pursuant to the Ordinances of the City of Meridian and the Laws of the State of Idaho, that the Planning and Zoning Commission of the City of Meridian will hold a public hearing at the Meridian City Hall, 33 East Idaho Street, Meridian, Idaho at the hour of 7:00 p.m. on November 14, 2000, for the purpose of reviewing and considering the application of The Land Group, Inc., for a rezone of 6.95 acres from L -O to C -G for the proposed Mallane Commercial Complex; Furthermore, the applicant also requests Preliminary Plat approval of 5 building lots on 6.95 acres in a proposed C -G zone generally located at the northwest corner of Fairview Avenue and North Hickory Way. 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X. = n CD G � N O (D O � a O CD 0 _ O CD y 3 c O c0 a Capital Christian Center Sean & Shannon Cook Arnold & Marilyn Jones 2760 E. Fairview Ave. 2580 E. Apricot Ct. 2602 E. Apricot Ct. Meridian, Id 83642 Meridian, Id 83642 Meridian, Id 83642 Bret & Patricia Huber 2624 E. Apricot Ct. Meridian, Id 83642 Jerry & Donna Sullivan 2567 E. Apricot Ct. Meridian, Id 83642 Ronald & Ali Hinsaw 2619 E. Apricot Ct. Meridian, Id 83642 Clinton & Stacy Wall 2518 E. Grapewood Dr. Meridian, Id 83642 David & Angela McDonald 2579 E. Grapewood Dr. Meridian, Id 83642 Aaron & Janalee Dittman 2543 E. Grapewood Dr. Meridian, Id 83642 Cory Brown 2487 E. Grapewood Dr. Meridian, Id 83642 Boise Paving and Asphalt PO Box 5814 Boise, Id 83705 David & Kelly Nielson 2646 E. Apricot Ct. Meridian, Id 83642 Donna Nyman 2521 E. Apricot Ct. Meridian, Id 83642 Mark Hartwell 2635 E. Apricot Ct. Meridian, Id 83642 Robert Batchelor 2472 E. Grapewood Dr. Meridian, Id 83642 M and L Limited Partnership PO Box 1614 Boise, Id 83701 Dan & Iris Thieme 2529 E. Grapewood Meridian, Id 83642 Russell & Jeanne Hammond 2643 E. Apricot Ct. Meridian, Id 83642 Bogdan & Galina Martsenyuk 2593 E. Apricot Ct. Meridian, Id 83642 Janet Smith Philip Klassen 2534 E. Grapewood Ave. Meridian, Id 83642 Eric & Beth Povlsen 2490 E. Grapewood Dr. Meridian, Id 83642 Dale & Shirley Hill 2561 W. Grapewood Dr. Meridian, Id 83642 Nancy Schmith Dr. 2465 E. grapewood Dr. Meridian, Id 83642 Corey Grant & Nancy Taylor - Grant 2505 E. grapewood Dr. Meridian, Id 83642 Steven Hoppe 2325 E. Fairview Ave. Meridian, Id 83642 Sara Ewing 1500 Eldorado St. Ste 4 Boise, Id 83704 Jess & Agueda Cortabitarte 739 E. Park Center Blvd. #132 Boise, Id 83706 Thomas & Judith Wright Wallace Investments LP Edward & Shirley Bews PO Box 2727 PO Box 7524 5204 N. Sorrento Cir. Boise, Id 83701 Boise, Id 83707 Boise, Id 83704