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Home My WebLink AboutApplicationMayor Tammy de Weerd E IDIAN City Council Members: Keith Bird Joe Borton Luke Cavener Genesis Milam Ty Palmer Anne Little Roberts TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jacy Jones, City Clerk, by: June 21, 2016 Transmittal Date: June 16, 2016 File No.: H-2016-0052 Hearing Date: July 5, 2016 Request: Final Plat consisting of 57 Residential Lots and 4 Common Lots on 11.27 Acres of Land in the R-8 Zoning District for Chesterfield Subdivision No 4 By: Liberty Development Location of Property or Project: Generally located S/O W Pine Ave between N Black Cat Rd & N Ten Mile Rd _Ryan Fitzgerald (No FP) _Gregory Wilson (No FP) _Steven Yearsley (No FP) _ Patrick Oliver (No FP) _Rhonda McCarvel (No FP) _Tammy de Weerd, Mayor _City Council _ Sanitary Services _ Building Department/ Rick Jackson _ Fire Department _ Police Department _City Attorney _City Public Works _City Planner _ Parks Department Economic Dev. Your Concise Remarks: _Meridian School District _Meridian Post Office _Ada County Highway District _Ada County Development Services _ Central District Health _ COMPASS _Nampa Meridian Irrig. District _Settlers Irrig. District _ Idaho Power Co. _ Qwest _Intermountain Gas _ Idaho Transportation Department _Ada County Ass. Land Records Downtown Projects: _Meridian Development Corp. _ Historical Preservation Comm. South of RR / SW Meridian: _ NW Pipeline New York Irrigation District _Boise-Kuna Irrigation District Boise Project Board of Control/Tim Page City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org Hearing Date: June 79 2016 File No.: H-2016-0052 Project Name: Chesterfield No. 3 Request: Request for final plat consisting of 57 residential lots and 4 common lots on 11.27 acres of land in the R-8 zoning district, by Liberty Development. Location: The site is located south of W. Pine Avenue between N. Black Cat Road and N. Ten Mile Road, in the SE 1/4 of Section 10, Township 3N., Range 1 W. t ECENVE . MAY 0 3 7018 Planning Division DEVELOPMENT REVIEW APPLICATION (/C- WerP,,d" ate : 6 - 7-/6 STAFF USE ONLY: Project name: GR,.r Filenumber(s) 2 7? i12 F QC_:22— Assigned Planner: - i�„nn .5 k Related files: Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ❑ Administrative Design Review ❑ Preliminary Plat ❑ Alternative Compliance ❑ Private Street ❑ Annexation and Zoning ❑ Property Boundary Adjustment ❑ Certificates of Zoning Compliance ❑ Rezone ❑ City Council Review ❑ Short Plat ❑ Comprehensive Plan Map Amendment ❑ Time Extension: ❑ Comprehensive Plan Text Amendment Director/ Commission/Council (circle one) ❑ Conditional Use Permit. ❑ UDC Text Amendment ❑ Conditional Use Modification ❑ Vacation: Director/Commission (circle one) Director/ Council (circle one) ❑ Development Agreement Modification ❑ Variance gFinal Plat ❑ Other ❑ Final Plat Modification Applicant Information Applicant name: ��t.JCUi3��C!�'� Phone: S%TiS33.r4Q Applicant address: 31 t'e' (ad XiGCT Email: a�_S�La/lj City: ' State: LWc, Zip: �n z �� r Applicant's interest in property: ®Own ❑ Rent ❑ Optioned ❑ Other Owner name: Sg A� G Owner address: Email: City: State: _ Phone: Zip: Agent/Contact nnaame (e.g., architect, engineer, develoJper, representative): �!��/oCeJ.� Firm name: T CAX ota/ti z'° L� � Phone: Agent address: Email:7rs.7�iC'i�_s< i City: Zn C,-1�z G hJ State: l.0 Zip: — Primary contact is: ❑ Applicant ❑ Owner g Agent/Contact Information Location/street address: Si -ee C,e 11Aje'fa( IC6! Township, range, section: Xl k ) Assessor's parcel number(s); 5 a /0,3 1,501 t Total acreage: klzi Zoning district: Community Development x Planning Division a 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 wv♦ meridiancitv.ore/platming -1- (Rev. 0611212014) Project/subdivisionname: l h � f//F'it General description of proposed project/request: Proposed zoning district(s): _ Acres of each zone proposed: Type of use proposed (check all that apply): ® Residential ❑ Office O Commercial ❑ Employment 11 Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? 1110rtA Which irrigation district does this property lie within? %��al %/['Yz a /✓ Primary irrigation source: Secondary: Square footage of landscaped areas to be irrigated (if primacy or secondary point of conaecnon is Citywater): Residential Project Summary (if applicable) Number of residential units: .! 7 Number of building lots: ' -2 Number of common lots: !�4 Number of other lots: Li Proposed number of dwelling units (for multi -family developments only): /(J/A 1 bedroom: 2-3 bedrooms: 4 or more bedrooms: Minimum square footage of structure (excl. garage): Maximum building height: Minimum property size (s.i): !;Ce _ Average property size (s fl:.:2735-1- Gross density (Per UDC 11-1A-1): S Net density (Per UDC 11-1A-1): G. —I Acreage of qualified open space: — Percentage of qualified open space: Type and calculations of qualified open space provided in acres (Per UDC 11-3G-3B): Amenities provided with this development (if applicable): Type of dwelling(s) proposed: W Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Common/isting Other lots: Gross floor area proposed: (if applicable): Hours of operation (days and hours): Building height: Total number of parking spaces provided: Number of compact spaces provided: AntlimA73tinn Print applicant time: Applicant signature: Date: Community Development . Planning Division . 33 E. 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Chesterfield Subdivision No 4 has 57 single-family residential lots and 4 common lots. This subdivision is located on southeast corner of West Pine Avenue and North Oxwich Ave with the following parcel number S1210315011. • Chesterfield Subdivision No 4 is in compliance with the preliminary plat (PP-11-007) and meets all requirements of conditions. • Chesterfield Subdivision No 4 Final Plat is in conformance with: 1. The approved preliminary plat layout and uses 2. The uses requirements and provisions of the UDC 3. Acceptable engineering, architectural and surveying practices and local standards. Application/Modified Development Agreement/Phase one Final Plat applicable to this final plat application: Preliminary Plat PP-11-007 Modified DA DA-112082267 Thank you for your consideration if you have any question please call me at 208-871-6842 Sincerely, Kent Brown, Planner 3161 E. Springwood Dr* Meridian, Idaho 83642 ♦ Tel.: 208-871-6842 Legal Description Chesterfield Subdivision No. 4 A parcel located in the S'/z of Section 10, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at a Brass Cap monument marking the northwest corner of the SW'/<of said Section 10, from which a Brass Cap monument marking the southwest corner of the SW %<of said Section 10 bears S 0°17'52" W a distance of 2652.99 feet; Thence S 89°31'43" E along the northerly boundary of said SW Y< a distance of 2635.95 feet to a 5/8 inch diameter rebar marking the northeast corner of said SW % of Section 10; Thence S 89'31'47" E along the northerly boundary of the SE'/< of said Section 10 a distance of 335.11 feet to a 5/8 inch diameter rebar; Thence leaving said northerly boundary and along the easterly boundary of Chesterfield Subdivision No. 2 as shown in Book 105 of Plats on Pages 14432 thru 14434, records of Ada County, Idaho, S 0028'13" W a distance of 13.00 feet to a 5/8 inch diameter rebar and the POINT OF BEGINNING; Thence leaving said easterly boundary and along the southerly right-of-way of W. Pine Ave. S 89031'47" E a distance of 522.79 feet to a 5/8 inch diameter rebar; Thence leaving said southerly right-of-way S 17021'18" E a distance of 184.57 feet to a 5/8 inch diameter rebar; Thence S 22n40'27' E a distance of 83.44 feet to a 5/8 inch diameter rebar; Thence S 19017'12" E a distance of 94.89 feet to a 5/8 inch diameter rebar; Thence S 25'19'09" E a distance of 125.16 feet to a 5/8 inch diameter rebar; Thence S 39'16'13" E a distance of 100.02 feet to a 5/8 inch diameter rebar; Thence S 39n39'33" E a distance of 89.05 feet to a 5/8 inch diameter rebar; Thence S 45'22'35" E a distance of 1.76 feet to a 518 inch diameter rebar; Thence N 88°47'57" W a distance of 16.07 feet to a 5/8 inch diameter rebar; Thence S 0030'03" W a distance of 267.00 feet to a 5/8 inch diameter rebar on the northerly right- of-way of the Union Pacific Railroad; Thence N 88'47'15° W along said northerly right-of-way a distance of 445.40 feet to a 5/8 inch diameter rebar on the easterly boundary of Chesterfield Subdivision No. 3 as shown in Book 109 of Plats on Pages 15400 thru 15402, records of Ada County, Idaho; Thence along said easterly boundary the following described courses; L oI t,10 Chesterfield Subdivision 6-35 �unn wrveyinq ana conww, Job age1 off Page 1 of 2 Thence N 1 °12'45" E a distance of 100.00 feet to a 5/8 inch diameter rebar; Thence N 34n55'59" E a distance of 60.11 feet to a 5/8 inch diameter rebar; Thence N 1012'45" E a distance of 100.00 feet to a 5/8 inch diameter rebar; Thence N 88'47'15" W a distance of 373.29 feet to a 518 inch diameter rebar; Thence N 0n28'17" E a distance of 437.30 feet to a 5/8 inch diameter rebar marking the northeasterly corner of said Chesterfield Subdivision No. 3; Thence N 24°13'23" W along the easterly boundary of said Chesterfield Subdivision No. 2 a distance of 55.04 feet to a 5/8 inch diameter rebar; Thence continuing along said easterly boundary N 0028'13" E a distance of 120.00 feet to the POINT OF BEGINNING; This parcel contains 11.27 acres. Clinton W. Hansen, PLS \oNpL LA /V D Land Solutions, PC 5y sTE p April 8, 2016 0 11118 !may TE of TAN W . NP Chesterfield Subdivision No. 4 Job No. Und survwy 2 oawconamoy of Page 2 of 2 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA (name) (address) �oisL 1 (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: KENT BROWN 3161 SPRINGWOOD DR MERIDIAN ID (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 2 day SUBSCRIBED AND SWORN to before me the day and year first above ,4pa1ngqt 't,VI «Lq )j#?N (Notaary Public for Idaho) N-.Resid ng at:4-' d1IDUBMy Commission Expires: ot I9 BOF IDP�'�` 33 E Broadway Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridiancity.org MOP' ........ _...... g6lsLloexdo2nfros a:bspM Z f,{ DEPUTY Will III(IIIIIIIIIIIIIIIAIIIlIIINlllllll 21-j'D1' 0 —Ut- Flaw-Les0z2z�a WARR ,TYDEED Otdn AP.l5pT1a ' AIR VALUE RECEIVED Cmrennial DcvelopMenr, LLC, an Idaho Limited Llablilty Company, i 0e SranmdsJ, doles) hetcSygmnt, bargain, sdl andconvdy anto Liberty Development, tea.. an Idaho Corporation wfiozecurtent address ir. 36 E; Pine Mcddia.jdaho S36d3 the Srantee(s),drc follawing deaedhcd premises, in Ada Covntya Idaho, TD WIT: lice attached FM MIT A, hereby made a part hcrnrL TO HAVE AND TO HOLD the raid p,amiad. with tAch app.,ta.. untb dm said Glan-ce('), hors and -Wipt- fb.m And the mid Granmrdoes hereby covenant to and irSh the mid Orentea(s), that Liberty DevelbpmeaL Inc... an Idaho Corpnmtiaa, is the awncr in fee simple fsaid premix'; and thatcafd premises are free Rom all encumbrances Except: Current Yea Taxes, coneilmos, Wm cnanta. msbieliom, rrscrldion.,eldemcm; righu and dghrs of Way, apporml or of record. And nhPn Ceniradini Development, LLC, an Fbho Lini ted Liabiiily Company. will warrant and defend line. some Tom all lawful claims whalsncvr+. Centennial Dmminpme,µ LLC, an Idaho Limited Liability Company t Dy; Htegip Deed mcnt, LLC,aa ldahn Limatdl Liability Compan$blaaagar ofCaoRMiAl DeWapmeo6 LLC B ud.,. Sr., an.S<rotHaanlbnd Develepmrnr. LLC f' LY{ fioTA@r Off' Doted' nil'-'�o?, s9� ^ * �, ^u R Lxc _ o Limited Liability Company. xyaapp l4 SM. of Idaho I Ju Coonryaf Ada ) On lllu. dayof,�'fr>j, 3n the year 2M. Will. he�-a, i.lot se,/. a notary poblicio and for to. S.,of ldbho;pnsonallyapparod Joha h Laodq Sr,;Mxnagalar11 stand V wlnammL LLC,lawn or idrntirm Tome lot pnt ecdl nm Pa the pad, of 1, m be one oflhr nnob. ar daigna,M agmtant tM1elimired dhaa oigrm eaae 'tmed,hP nPfHo-DirynbydSt ,bilaiarybpiml<iotmycnWboLLmnpyCan., aYamnmda � im thee mmwrlaebaforraer8doiaagiBTnmPlmMimagmeni.t aonrdnanbelNafmNvelMmgmMabmersmocrtha< 11A�. Raidtngat p .l I)v .,rl N ay blic for data G +� r' glY rnmml151onexpinY eY"�?/�{�� Order No. 250730 XXHIBIT A ' C A, parcel of land being it portion of the NE `/, of thus W X and a portion of the NW �'/•_ of the SE A of Sac€l@i'�o�n 10, Township Nonh, Range I West, Boise Meridian,. City of Meridian, Ada County, ldahv, moreparticular�uydesoribed as ,r follows: #` Commencing eta 3" brass cap marking the NW comer of the SW IA of Bald Senlion.10; Thence South 69,10,36" East coincident with the North line of the NW `/. of the SW Ya a distance - of 171 1.88 feet to. a 5/8" rebar and no cap marking the NW corner of said NL• 7, of the SW Y. and the POINT OF BEG G; Thence South 8911 i"10" East coincident with the North line ofsaid NE'a of the SW V. a distance of 131i3.15 fear to a 3" brass. cap marking, the NW comer of said NW ',, of the SE Y; 'r Thence. South 89911'07" East coincident with the North line ofsaid NW v.. of the SE Aadistance of 853� i9 feet to a 5/8" rebar/cap PLS 5461 of the Westrightof way tine of the Tart Mile Drain; t Thence South 17"00'28" East coincident with. said West right of way line of the Ten Mile Drain, 198.28 let to a Sig" rebar/cep PLS 5461; ? 16u Thence South 72"19'37" East coincident with said West right of way line of the Ten Mile Drain, 83.44 fe tto a 518" rebarlcap PLS 5461; Thence South 18056'22 East coincident with Said West right of way line of the Ten Mile Drain, 94.89leert to a 518" rebar/cap PLS 5461; Thence South 2405819" East coincident with said West right of way line of the Ten Mile Drain, 125.16 set ton 518" rebar/cap PLS 5461; I Thence South 38055'23" East coincident with said West right of way line of the Ten Mile Drain, 100.02 f et to a 5/A" rebarlcap PLS 5461; Thence South 39018'43" East coincident with said Wes; right of way ilec ofu,s Ta , Mtle 05 .;d, 99,05 fe ;t to a S/8" rebar/cap PLS 5461 i Thence South 45"01'45" East coincident with said West right of way line ofthe Ted Mile Drain, 1,76 fee fto a 518" rebar/cap PLS 546); i Thcucc leaving said West right of way line of (lie Ten Mile Drain, North 88"27'07" West, 16.07 Fcet to a 1'/8"rebar/cap PLS 5461i i ''. 1 Thenca.Socth 00-5a'S3" West, z6zoo feet to a'578" rebar/cap PLS 5461 on the North right afway line a IIfhe Oregon Shortiine Railroad; ; T1.�....n N�,+6 aRay�,.gS" w4�e �olnntAanr with [he said North rich ofway lineofthe Oregon Shortiine Railroad , 2454.42 feet to a 5/8" rebar/cap PLS 5461 on the West line of said NE'/, otthe SW %; Thence North 00036'48" East coincident with the West line of said NE % of the SW'/. a distance of 848.5 feet to the POIMT OF BEGINM G, I a L VICINITY MAP 3ESTERFIELD SUBDIVISION NO. 4 A PORTION OF THE S 1/2 OF SEC. 10 T.3N., R.1W. B.M. CITY MERIDIAN, ADA COUNTY, IDAHO 2016 UNION PACIFIC RAILWAY �11111 = E Do 111111 VICINITY MAP 9 1" = 600 PACIFIC RAILWAY PROJECT SITE {— 1y4yn1� 9X� d# yaL�a e umcm Dtul PG I GFt Yg�dd.�A F 1 _N't2<.SS a V V u I I. I.n I� /L �Y ! I� — f a? .z I g-• b �i 1 $ SUgDNIS10N " i G5 Y 4M` .t;vlcr� GI{-01LARM, ti€n{ecmi:s'�y2 f ii hl ! u1 U.ENIY FMwwh)1{ 4'.G SNAW} PiiDA'Ilff . S1GR AG4MF F11 Lb�C M£. 4W) ACNFlA Bi0 IIGMFIIXF.W. T—HECRFlEI £CiibH 1(., 1 .irf r �. if tf-. 'y'+tl 5 tifP AVI! 1`IM� IIF ak" 1) flIWJ P'll£ 0 93IYJ MIT M NOW ., QF 1hERID1M., A;A WUPoTf; kiAHO zoa a t-stse we a+1 nno xiley Engineering I Inc. CIVIL ENGINEERINGjPLANNINUICALU)D April 1,4, 2016 Meridian Public Works Department 33 E Broadway Street Meridian, Idaho 83642 RE: Chesterfield Subdivision No. 4 To Whom it May Concern: on No. 4 that all et finished This letter ito elevations de certification a minimum of three (3)eld dfeetj above the highesteestabli established centgroundwater elevations, Sincerely, David A. Bailey, President ' 4242 N. Brookside Lan a lsyenId9 ho 83714 ♦ Tel.: 208-938-0013 CAJailey Engineering, Inc. CIVIL EVGINEERINGIPLANNINGICADD April 14, 2016 ibleridian Public Works Department 33 E Broadway Street Meridian, Idaho 83642 RE: Chesterfield Subdivision No. 4 To Whom it May Concern: This letter is to provide certification for Chesterfield Subdivision No. 4 that all street finished centerline elevations are set a minimum of three (3) feet above the highest established groundwater elevations. David A. Bailey, P.E. President 4242 N. Brookside Lane ♦ Boise: Idaho 83714 * Tel., 208-938-0013 www. baileyengineers. com Xailey Engineering, Inc. CIVIL ENGINEERINGIPLANNINGICADD DRAINAGE CALCULATIONS FOR: Chesterfield Subdivision No. 4 PROJECT NO: C2014-003 DATE: 04-14-2016 OWNER: Liberty Development, Inc. 9839 W. Cable Car St., Suite 101 Boise, M 83709 208-895-8858 4242 N. Brookside Lane ♦ Boise, Idaho 83714 ♦ Tel.: 208-938-0013 dbailey@balleyengineers.com Chesterfield Subdivision No. 4 consists of approximately 11.3 acres sloping gently to the Ten Mile Drain east of the project site. No significant earthwork is proposed for the site; earthwork will consist primarily of excavating surface soils to subgrade for the drive lanes. Fill will be brought into the site to allow the storm drainage system to function properly. The front half of all lots has been designed to slope towards the roadway. The back half of most lots (Type A Lots) has been designed to slope to the rear to backyard swales along the rear lot lines. The back half of other lots (Type B Lots) will be sloped to the roadway. The entirety of the drainage area from these lots has been accounted for in the drainage calculations. Drainage from the streets and the front of building lots will be caught in roadside gutters, routing storm water to catch basins at low points throughout the site. A subsurface storm drain pipe network will route storm water towards Pond 1. A splitter manhole located in the sidewalk adjacent to Pond 1 will route water first to the Pond 1 Forebay, and in larger storm events, water will be routed to the Pond 1 primary as well. Pond 1 has been designed with an underdrain system to allow infiltration through a sand lens and then outflow to the Ten Mile Drain.. The pre -development flow rate was calculated to determine the maximum allowable outfall rate of the underdrain system. The existing site of Chesterfield 4 slopes to Eight Mile Creek. For this reason, the entirety of the drainage areas from Phase 4 (Drainage areas 1-9) was used to calculate the existing outfall rate to the drain. A time of concentration of 1 hour was used with a runoff coefficient of 0.2 (NMID Policy) to determine an existing 25-year outfall rate of 0.78 cfs. The underdrain system spans across the Pond 1 forebay and primary under the sand windows. The infiltration through the sand lens was compared to the inflow through the perforations to determine the limiting flow rate in the system. The flow through the sand is lower than the flow into the perforated pipe in both basins and thus serves as the regulating factor in the system's design. Infiltration will not be sought through the bottom of the pond, as there is not 3 feet of separation to seasonal high groundwater provided in the system. Rather, an infiltration rate of 8 in/hr was used in design, as ASTM C33 filter sand will be imported as the infiltration material. The total discharge of 0.60 cfs (forebay + primary) is less than the available 0.78 cfs pre -development outfall rate. A 12" pipe at 0.05% is used to drain the ponds to the Ten Mile drain. As shown in the calculations, this pipe will be able to adequately flow the 0.60 cfs. Both basins are capable of draining 90% of the 100-year volume in less than 48 hours. The northwest portion of the development will drain to an existing drainage pond, constructed with Chesterfield No. 2. Construction of Chesterfield 3 added drainage to this pond; calculations from Chesterfield 3 are attached showing the ability of the existing drainage facility to handle this drainage. Methodoloey and Assumptions 1. Geotechnical Reports & Groundwater Monitoring from Site Consulting, LLC a. Prepared by Bob J. Arnold, P.E., b. Monitoring Well 5 is closest to Pond 1 with a high groundwater elevation of 2552.1. c. Infiltration rate i. 8 inches per hour through ASTM C-33 filter sand ii. Clay layer impermeable — Infiltration rate: 0 in/hr 2. Calculations for storm water facilities. a. Rational Method used for peak flows: Qp = CIA i. Qp = Peak flow for 100 year design storm at storm duration equal to time of concentration. 1. C = Weighted runoff coefficient based on land use (Appendix 1) a. C for single family residential use = 0.40 b. C for asphalt = 0.95 c. C for landscape/pre-development = 0.20 2. I = Rainfall intensity of design storm in inches/hour — Intensity -Duration - Frequency table (Appendix 1) 3. A = Area of drainage basin under consideration — The site is divided into basins as shown on attached drawing based on final site grading. (Appendix 2) ii. Runoff Volume Calculation 1. V=CIAT a. C = Weighted runoff coefficient b. I = Rainfall intensity for 1 hour storm i. i= 0.96 in/hr for 100-year storm ii. i= 0.69 in/hr for 25-year storm c. A = Area of drainage in acres d. T = Duration of storm e. Storage Volume i. V 100 as determined by ACHD Spreadsheet Version 8.3 (December 2015) 2. Calculations can be seen in Appendix 3 iii. Pond Calculations 1. Standard sizes a. Side Slope: 3:1 (H:V) b. 100 year water depth: 2.50 feet c. 1.0' freeboard provided when water depth exceeds 3.0 feet. d. 0.5' freeboard provided when water depth is less than 3.0 feet. 2. Time to Drain: Must drain 90% of V 100 in 48 hours a. Percolation rate: ASTM C-33 Filter Sand (See underdmin calcs): 8 in/hr 3. Calculation can be seen in Appendix 3 4. Pond Storage Volume a. As determined using Stage vs Storage function in ACHD Spreadsheet Version 8.3 (December 2015) List of Appendices: IDF CURVE AND RUNOFF COEFFICENTS — Appendix 1 DRAINAGE AREA MAP — Appendix 2 DRAINAGE CALCULATIONS — Appendix 3 GEOTECHNICAL REPORTS/GROUNDWATER MONITORING — Appendix 4 Site Consulting, LLC — Groundwater Measurements — Dated July 17, 2015 Site Consulting, LLC — Groundwater Measurements — Dated October 4, 2014 Site Consulting, LLC — Groundwater Study & Recommendations — Dated June 30, 2014 Site Consulting, LLC—R-Value Evalution—Dated June 30, 2014 CHESTERFIELD SUBDIVISION NO.3 DRAINAGE CALCULATIONS —Appendix 5 BOISE AREA INTENSITY -DURATION -FREQUENCY, WITH REVISED IDF CURVES i..rondr., lm,h.c nor hnurl Design Storm 2 5 10 25 50 100 Tc 0.17 10 min 0.69 1.15 1.45 1.85 2.20 2.58 0.25 15 min 0.59 0.97 1.22 1.56 1.86 2.18 0.33 20 min 0.49 0.81 1.01 1.30 1.54 1.81 0.42 25 min 0.43 0.71 0.89 1.14 1.35 1.58 0.50 30 min 0.41 0.67 0.85 1.08 1.29 1.51 0.58 35 min 0.34 0.56 0.70 0.90 1.07 1.25 0.67 40 min 0.31 0.51 0.64 0.82 0.98 1.15 0.75 45 min 0.29 0.48 0.60 0.77 0.91 1.07 0.83 50 min 0.27 0.45 0.56 0.72 0.85 1.00 0.92 55 min 0.26 0.43 0.54 0.69 0.82 0.96 1.00 1 hour 0.26 0.43 0.54 0.69 0.82 0.96 2.00 2 hours 0.16 0.25 1 0.31 0.39 0.46 0.54 3.00 3 hours 0.13 0.19 0.23 0.29 0.34 0.40 6.00 6 hours 0.09 0.12 0.14 0.18 0.21 0.25 12.00 12 hours 0.06 0.08 0.10 0.12 0.14 0.16 24.00 24 hours 0.04 0.06 I 0.06 I0.08 0.09 0.10 Boise Area Intensity Duration Frequency (IDF) 3.00 _. ---- 2 year 2.50 -x- 5 year -x- 10 year 2` .00 W -tr-- 25 year N L C1.50 _. __. _.. t50 year a\ 100 year y1.00 `x. c0.50 .......... ----- -�------- '-\x- 10 min 15 min 30 min 1 hour 2 hours 3 hours 6 hours 12 hours 24 hours Duration in minutes and hours P:\C2014-003 chesterfield 3 - Trilogy\400 Phase 4\Construction\Calcs\Chesterfield 4 ACHD Calcs.xlsm4/14/2016, 10:46 AM Version 8.3, December 2015 With New IDF Curves r a v w `t YI N d L lJ a� o� �gf LL m=sa co nl) (DOLnCD L() (D CO L(i CD CO Ln L Z 0000000UUUu F-0 0C)U @; W°w g�mU LOLL U� LL LL L� LL L� �- $Zam �W U) U) U) cn U U) U) Un Cf) o G (� C. CO 0 Ln U I"n ) CO 0 0 I.C)N r co lr) N C14 t N � �N Nn �4-Ln cO r 00m ( '� << <<<aaa o n o n o o n o o --- -------- - i s' lii'r ® C co Q 1 / I,y y , 4 ilitl A, I' > Q m I t� I LO a: _ 1 I I I ts �I ; t 1 11p T �i _ �- 7 - i 1 I �jr T�.� �. 1 — � r r1 tt` , 1 I , I — AND Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineers methodology must result in facilities that meet or exceed these calculations in order to be accepted. l project Name 66esterfield4 2 is area drainage basin map provided? - YES (map must be included with stormwater calculations) _.. 3 Enter Design 5torm(Im-Year or 25-Year With IN -Year Flood Route) IN 4 Enter number of storage facilities (25 maxi - ❑kkta Show MoreSubbaslns ❑ Subbasin Subbasin Subbasin Subbasin Sub710Subbasin Subbasin Sub 1 Subbasin2 3 4 5 Subbasin6 8 90 5 Area of Drainage Subbasin(SF or Acres) SF 47,339 26,199 15,315 27,880 16,668 25,018 17-73,517 47,273 Acres 5.65 6 Determine the Weighted Runoff Coefcent(C) 0.53 i0.63 058. 0.62 C=I(CSxA1)#IC2xA21a(CnxAn)j/A Weighted Av 0.57 ON I 055 -I 0.61 I -0.61 I 051 1.:: I P:\C2014-003 Chesterfield 3 -Trilogy\400 Phase 4\Constructlon\Calcs\Chesterfield 4 ACHD Caks.xlsm 4/14/2016,10:21 AM Version 9.3, December 2015 With New IDF Carves ACHD Calculation Sheet for Sizing Ponds NOTE: This worksheet is intended to be a guideline to standardize ACTED checking of drainage calculations and shall not replace the Engineer's calculation mehodology. These calculations shall establish a minimum requirement The Engineers methodology must result in facilities that meet or exceed these calculations in order to be accepted. User input inYellawcall' -, 1 Project Name [hesterfieltl4 2 Enter number of ponds (25 maxi 1 3==NumEer of Cellss Orebay�Pfmary2, Prtrrary 0*--1)- 4:.DesignSimm : IN ❑nItty 1 5`: Weighed ROwffCceffrient C :0,57 p,v Toss 6 At. A (Ayes) 5 fi5 ores 7 Apptavad Discharge Rate (if emplitable) 039ch 8 J Pond Etrebay:'. U 6,961 . fe toggle between:$reboyond➢nm,Brain, r7+tP-dmuzgmtprtntfp each .' - ��sanz SuskTZma ` ea � 91gv 9 SeleC Forebay Shape 5-ltreguh, 10Width of forebay Bottom W -200: it 1I length of Foreuay Bottom b :90A it 12 Side SlWal(H:lk H 1 - 3.00 .I13 Enter Bottom Eleeat On - 2554A3 ff 14 Enter TOP BankElevatian `255743 it Is EnMr Water Surface Elevaton(VSE) : 255693 it [, ; 2b DnUnte Batwexn Forebayano Primary 6avtn {blaekdnaj -0.00 B 13 Fnter Elevation Berm 2556.93 'R is pate, Hgh Groundwater Elevat an 255210 39 MP freeboard Requtmment 0.50 20 Freeboard P... tded RMW 21 inTii A ... far E bav( filmatona 3 'n/hr Nate fltrot nr64uredA Des g t Iafhratmn Rate,Emer 0 for no mf (tratlon bofi m slop"Ita m 0 nurJlom 22 Infiltration Area for Fbrcbav A + : 2,102 Enter a for. in4ittob. n 23 Adjusted Storage Requ ied Runoff Pere Vol ra-Dev TOmI .Max Vol 5Torm Duration itmal O Vol Discharge Discharge Regd Min Hr -in(hr Itsft' it W -0k' ft 60 1D0 96 1.93 B,o05. 1,401 1,404 2,eul I5,200 epk LglagO.eaklana V. Savad surface Volume Pnnd Pund SulfateSurface' A ea A at Saved 5-deS-de Slope Width at Length at Area A at Area A at Stage (ftt) deinw Smgukft) New Stage ["I I ITEM) StagetRl SSag rft) Stage {fly stage(fl) OVERUSE Stage,ft� m443 255443 3 00 20J D00 CJe id o C2 0 0 255493 r200C tC- n Live rtl 247i00� _ 2 4 3 3 00 00 AD Oie d SGGM 593 3 go Do d e ovl dj 3 0?_ 2556 Aa a 3 60n (0 : a C ve r c, Tb°S.CO 5,70 2 93 3 300 O D ) 0 C Ove�10e. 25o fi depthfo"t...Re: STORAGEOK noes fombay have taro'rt? 26 11me I. llt:^ forebay >-L horns 90: vn,rne at -R ho.r, m'..imum 77,377 PAC2014-003 Chesterfield 3 -Trilogy\40D Phase 4\Con,Vuction\Galt,\Che,te6ald 4 ACHD Calc,.xlsm 4/14/2016, 10:44 AM Version 8.3, December 2015 With New IDF Curves ACHD Calculation Sheet for Sizing Ponds NOTE: This worksheet is intended to he a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineers methodology must result in facilities that meet or exceed these calculations in order to be accepted. user. input in yellow cells. 1 Project Name Chesterfield 3.. Number of Cells iFOrebay4Prlmary=2, on mary Orly-1)- 2 t 4'Desgn storm 100 0iik to ov '.. - We grted RuraH Caeftiaent C 0.57 q,V Tars 6-Nee A (Acres) 5.65 Ives 7 Appmwec D Oloaree Rate d(applicable) 0.21 cis 8 2 Pr mery Treatmern5lorage Basin V 4.1]) (t' lei mtweenin)ebayadd Priroaryepnn. aoter smile onlprmtfw could .Sissauz Tess, e......Y t > SieblgeZ was suns Prfmary'.Basin rLr y a Select Primary Erin Shape -S-Irregular SO-LVdhl of Prmary:Basn Bottom W -150 -ry j .length an Prlmary:Eton Bosom L 90.0 -7t 12 -S de Sloane (H 1) ml 3.00 13 Enter Bottom Elowt on -' d554.43 : R 14 Emer op Bank Elevation F 2557A3 it YB EnorPoderSdrfdce Elevators(WSE)'. -: 2556,93 it 16.DutanceBetween Forebayand Primary Saon(blankBrod) : 0.m -ft ' 17 ENei Elevatarr Semr - 255693 - h 18 Enter High Grodrowater Flowtion= 2552.10 4t 19 Min. Freeboard: Requirement 050 20 Freeboard Provided 21 Inflcabon Area Her Pramr-w5dre,Easm lnfltrstwn?' 8 :in/hr Note: nhltraban ieusedf Ir6es gn Irfihratitip Rat, Enter 0 for no mfiltratinn bpntomslope4Y of n Ovtjlpw 22. Irmitratoq Area for Prrtoary Assn I'M $° Exner0 for iro mfil mHo I 23 Adjusted Storage Req uirad - Runoff Pr- ev Total Maa Vol Storm Duration ' total Q Vol Perc Vol plsharge DiscM1arge: <' Regtl Mn Hr in/hi- ifs fts it'hs. fts. fta 60 100 0.96 1.16 4,llJ - 750 J58 1,506 2;6]i ept - ,.,sgq a atme. p : sort.. Send : Pond Saved Sodace S mace i Area Aat Vdlum Saved Sdesipe' Widkhati� mrgthat AmeAat Area A at: I Stage (ft'j [Below SO'.(fa) New Stage lt) I'(HV) Stage(fj) Ste'sift) Stone[it'; Stage(W) OVERIDE Stage (it') 255443 - 2554.43 3..*00 900 Oven 121,W : : 0 554 3 3:000 Do 00 O d 144100. n SS 43 .DJD i OU U.0 OerP 7 118200 2555 000 0 0 0 O - id 14 00 —� 25564o _ 5b0o r Oo _ CC OVezrd P 2a25.00 r-. 3.596 255e 92 3:000 od 2930 00: [ v 4j960 Y- � 250:ftdambforstorage - STORAGE0g 25 D G �rYlsm, „ C iT have eap�s t,> YES 2611 in- to drainprlmary(smrage basin 2 5 Iwurs 9Df v : ,c 1,48 hoes miolmmm _, tl{....... P:\C2014-003 Chesterfield 3 - Trilogy\400 Phase 4\Const,ua,.n\Gals\Cheste�,eld 4 ACHD Calcs.xlsm 4/14/2016,10:43 AM Version 9 8, December 2015 With New IDF Curves 0 a a I I0 i C 0 E F Mr. Shawn Brownlee July 17, 2015 Trilogy Development Page 1 of 2 2358 South Titanium Place file # 15089C Meridian, Idaho 83642 Re: Groundwater measurements Chesterfield Subdivision West Pine Lane - Meridian, Idaho Shawn: Asper your instructions, from April 1 to July 17, 2015, SITE Consulting LLC, has measured the groundwater at your future phases of Chesterfield Subdivision on West Pine Lane in Meridian, Idaho, All data is presented in the table below. This data was also supplied to Bailey Engineering. Casing # #1 #2 #3 #6 Casing ele. 2561.9 2561.4 2562.9 >S 2561.9 4/5 2015 #1 #2 #3 #6 12.75 DRY 111 1T.7 DRY 13.45 2549.2 DRY 2551.6 2552.0 DRY 25485 4/23/2015 #1 #2 #3 03 75 $16 12,55 DRY 11.55 11.35 -9.93 11.45 2549.4 DRY 2551.4 2552.4 2550.8 2550.5 _#fr 51,012015 #1. #2 #3 .,` ,.,� C 2552,E 2550.1 2549.7 •,,, •�.. 2555.0 2550.9 2550.6 2554.5 25495 2550.5 06 11.3 2554.6 2550,E 2550.6 0 5 #6 10.3 10.65 2553A 25$1i3 .25$i.3 e ' 93412014 9/412d14 9t412014 2553,8 2552A 2553.3 .. 208-440-6276 ' bjarnoidpe@msn:tom * Post Office Box 190537 ' Boise, Idaho 83719 Y\ C/SITE ON5ULT1NG, LLC It is noted that only monitoring well MW4 in the southeast corner of the property has higher groundwater reading this year when compared to peak values from 2014. 2014 peak values are also reported in the above table. Monitoring well locations are shown on the following aerial photo. This opportunity to be of service is appreciated. Please contact our office should you require additional information or services. Respectfully Bob J. Arnolc 208.440-6276 • blarnoldpe@msn.com * Post Office eBox 190537 Boise,. Idaho83719 E ,ACONSULTING, LLC Mr. Shawn Brownlee octobPae,2of2 ge i of 2 Trilogy Development pile # 1"42C.doc 2358 South Titanium Place Meridian, Idaho 83642 Re: Groundwater measurements Chesterfield Subdivision West Pine Lane - Meridian, Idaho Shawn: As per your request, from April to October 2014, SITE has measured the groundwater at your future phases of Chesterfield Subdivision on West Pine Lane in Meridian, Idaho. All data is presented in the table below. Seasonal high groundwater was measured on 08/26/14 or 09/04/14 as highlighted in the data. Data is based on hub elevations provided by the project land surveyor. Casing#1 #2. #3 #4 #5 #6 56L9 2561A 2562.9 2553.7 2559.4 256L9 #1 #2. #3 44 #5 #6 M0 08Y 13.3 12.1 i0.0 14.6 547.9 <2552 2549.E 255L6 2549A 2547.3 #1 #2#3 #4 #5 #6 12A DRY 11.1 11A 9.4 12.5 549.5 <2552 2551$ 2552:3 2550'.0 2549.4 #1 #2 #3 #4 #5 #6 20.2 Z8 9.0 108 8.7 10.3 2551.8 2s53.7 2553.3 2552.9 2550.7 2551.1#1 9.L #2 n.9 #3 9.0 #4 10A #5 8:3 #6 10.3 2552.3 2554.5 2553.9 2553.3 2551.1 2551.E 08/26/14 #1 #2 #3 #4 #5 #6 $;7 6.5. 8.2 9.9 8.0 9.0 2554«7 2553,8 - 2551A 2552.9 09/04/14 #1 #2 43 #4 #5 #5 8.7 6A 8A 9.9 7.3 8.6 _ #11 2554.5 255+3.5 .,.: 25 :8 25521 2553.3 09/14/14 #7 8.8 7A B.0 9.9 7.5 8.7 2553.1 2554.3 2554.3 2553.8 255119 2553.2 10/03/14. #1 9.3 #2 7.2�9.7 #3 #4 10.2 #5 8.3 #6 9.6 2552.8 25543 2553.2 2653.5 255L1 2552,3 208-440-6276 " blarnoldpe@imsn.com • Post office Box 190537 " Boise, Idaho-83719 LT1NG, LLC Monitoring well locations are shown on the following aerial photo. This opportunity to be of service is appreciated. Please contact our office should you require additional information or services.. Respectfully submitted; Bob o,j,j.l,stamped,." dated eep n is on fiieat sITE4unsulti ,LLC 208-440-6276 * biarnoidpe@msn.com * Post office Box 19CS37 -* Boise, Idaho 83719 .0 Dune 30, 2014 Mr. Shawn Brownlee Page 1 of 3 Trilogy Development 14042ENGo01 2358 South Titanium Place Meridian, Idaho 83642 Re: Groundwater Study & Recommendations Chesterfield Subdivision West Pine Lane - Meridian, Idaho Shawn: As per your request, the end of March 2014, this engineer supervised installation of additional monitoring wells on the remaining undeveloped land at your Chesterfield Subdivision project. Two existing, wells were located and four additional wells were installed with a Texoma Auger Rig supplied and operated by R. P. Jones Drilling of Boise, Idaho. After drilling, a hand slotted PVC pipe was installed and then backfilled with native soils. Beginning the first week in April 2014, a groundwater monitoring program has been conducted to assist with the design of the onsite stormwater disposal system. Well measurements were initially gathered monthly but switched to weekly when the irrigation season began and groundwater started to rise. All well measurements are reported in the attached Well Data Table. As of this week (June 30, 2014) groundwater levels appear to have reach peak elevations: Bailey Engineering provided the ground surface elevation at each well. This was used to convert measured depths to the reported elevations. Data indicates that the groundwater across this site flows from south to north and slightly toward Ten Mile Creek along the east and northeast prop" lines. At this time, groundwater drops 3.4 feet between the southwest well (MW-2) and the northeast well, (MW-S). It is noted that water levels west of the sewer trunk line have increased by greater than four feet since the start of the irrigation season whale the two wells east of the truck line (and closest to Ten Mile Creek) and risen less than two feet. The trunk or the creek or a combination of the two appears to be lowering the groundwater east of the trunk line. This opportunity to be of service is appreciated. Please contact our office should you require additional information or services. Respectfully submitted: At Cr'gz� BobJ. Arnold, PE &t9TEq 208-440-6276 " bjamoidpe@msn.com * Post Office Box 190537 * Boise, Idaho $3719 SITE LILTING, LLC Well Data Table Surface .Casing Casing 'Casing Chesterfield Well If Location Elevation 'Depth Height. Elevation... #1 Center 2558.10 17.0 3.8 2561.9 #2 (OLD) SW 2558.28 9.0 3.1 2561.4 #3 SC 2559.22 14.2 3.7 2562.9 #4 SE 2560.19 17.2 3.5 2563.7 #5 (OLD) NE 2557.48 10.2 1.9 2559.4 #6 NW 2558.18 15.5 3.7 '2561.9 04/08/14 _.. #1 #2 _. #3 _. #4 #5 _.. #6 _. _.. 14.0 DRY 13.3 12.1 10.0 14.6... 2547.9 <2552 2549.6 2551.6 '2549.4 2547.3 05/08/14 12.4 'DRY 11.1 11.4 9.4.... 12.5. _.. 2549.5 <2552 '2551.8 2552.3 2550.0 2549.4 06/07/14 10.2 7.8 9.6 10.8 8.7 10.8.._ 2551.8 2553.7 2553.3 2552.9 2550.7 2551.1 06/14/14 '9.8 7.5... _ 9.3 _.. _ 10.6 8.4. 10.3. 2552.1 2553.9 2553.6 2553.1 2551.0 2551.6 _. 06/19/14 9.6 7.0 9.0 ,.. 10.5 _ 8.4 10.4 2552.4 2554.4 2553.9 2553.2 2551.0 2551.5 06/30/14 9.6 6.9 9.0 10.4 8.3.. 10.3 2552.3 2554.5 '2553.9 2553.3 2551.1 2551.6 Highest Lowest Maximum difference='.. 3.4 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE ULTING, LLC Aerial Photos with Well Locations 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE LILTING, LLC Mr. Shawn Brownlee Trilogy Development 2358 South Titanium Place Meridian, Idaho 83642 Re: R-Value Evaluation Chesterfield Subdivision West Pine Lane - Meridian, Idaho June 30, 2014 Page 1 of 3 14042ENGoo1 Shawn: Asper your request, the end of May 2014, this engineer sampled the subgrade soils from three locations across the undeveloped land at your Chesterfield development. Standard laboratory tests were used to screen the samples and select the soil most likely to generate the lowest R-Value. The selected sample was gathered from the middle of the west end of the undeveloped area. This sample was then taken to a specialty soil lab for R-Value testing. An R-Value of R = 8 was obtained. Based upon an R-Value of R = 8 the following pavement section is recommended for interior residential street. Thickness( inches) ACP 2.5 %" Roadbase 4.0 Sub Base ( pitrun) 12.0 This is a reduction of two inches of pitrun from all interior street. Subgrade materials further to the east are courser (more sand and gravel) and therefore should provided higher R-Value results for future phases of this development. This opportunity to be of service is appreciated. Please contact our office should you require additional information or services. Respectfully submitted: Bob J. Arnold, PE 208-44o-6276 * blarnoldpe@msn.com * Post office Box 190537 * Boise, Idaho 83719 SITE LTI N G, LLC DESIGN SECTION CALCULATIONS (ACHD R-Value Method) Project: Chesterfield Subdivision File No.: 14042 Pine Street - Meridian, Idaho talc By: B. Arnold Client: Trilogy Development Date: 07102/14 Design Thickness Equation: T = 0.0032 (TI) (100-11)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 By Agency GE = Gravel Equivalent R = R-Value = 8 By Soils Test GE= 21.7 Inches ACHD ACID. 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.5 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 11.8 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 12.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 12.0 inches 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC YKi#2-a-E i4 AT MA—S a.vem+rnmsH �.inwppMyannum vrt. nza G YFf*IFAIil.'* AW L4fiuiF T4F5nt4G &R-VALUE .„ ,tas nw ,ti.a* 1 A 913 3 __.. {„ (}�'�` Ear I3vr»r,, }aFr fir 2ft $4;7 ..- r Ytfa+zlw'�-tea tar E .Fut*ests�Yi ng 977 Fa^udmhun Ptlik [�gw.et 3`�a 2113 iL.Va1u @ Exudabon Pressure odnoud @ress L%;l 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 JOailey Engineering, Inc. CIVIL ENGINEERINGIPLANNING>CADD ONSITE DRAINAGE CALCULATIONS FOR; Chesterfield Subdivision No. 3 PROJECT NO: C2014-003 DATE: 03-14-2014 REVISED: 07-09-2014 DEVELOPER: LIBERTY DEVELOPMENT, INC 2358 S TITANIUM PLACE MERIDIAN, ID 83642 4242 N. Brookside Lane ♦ Boise, Idaho 83714 ♦ Tel.: 208-938-0013 www.baileyenginears.com DRAINAGE CALCULATION SUMMARY: The existing site topography is relatively flat, sloping from the southeast to northwest. Three infiltration basins with forebays (per ACHD BMP 02) were constructed in previous phases of development in Chesterfield Subdivision. Chesterfield No. 3 utilizes two of these primary storages (Pond A & Pond B) for drainage. Site drainage from previous development was re- analyzed to insure consistency in calculation and to insure that both storage ponds could provide enough runoff capacity for a 100-year storm event. The attached drainage map (Appendix 4) shows the location of the infiltration basins, as well as their contributing drainage areas. A temporary swale was designed for the temporary turnaround located at the east terminus of Newland St. After drainage areas were established, the weighted runoff coefficient for each area was determined using a runoff coefficient of C=0.95 for asphalt, and C=0.40 for single-family homes. The ACHD Calculations Spreadsheet dated 8-5-2013 was used to determine peak runoff flows and volumes, as well as to size the site's sand and grease trap as well as previously two constructed sand and grease traps. Analysis of the site's drainage system included six drainage basins, with each leading to a separate catch basin as a collection point. Drainage Areas #1A, #1B, #2A, and #213 drain to Pond A, which Drainage Areas #3A and #3B drain to Pond B. Phase 3 of Chesterfield Subdivision encompasses all of Drainage Areas #1A, #113, as well as portions of Drainage Areas #3A and #3B. Drainage Areas #2A and #2B encompass area previously constructed. Portions of Drainage Areas #3A and #3B are previously constructed as well. Drainage Area #1A and #113 are located to the northwest of Pond A. Drainage Area #IA has a total drainage area of 1.62 acres, with a weighted runoff coefficient of 0.60. Drainage Area #IA has a peak runoff discharge of 2.17 cubic feet per second (cfs) and drains to Catch Basin #113. Drainage Area #1B has a total drainage area of 1.51 acres, with a weighted runoff coefficient of 0.56. Drainage Area #113 has a peak runoff discharge of 1.88 cfs and drains to Catch Basin #113. Drainage from both Drainage Area #lA and #113 flows through Sand and Grease Trap #1 as a pre-treatment before entering Pond A. Sand and Grease Trap #1 has a 12" pipe to Pond A forebay, and a 15" pipe to the Pond A primary basin. The 15" outlet to the primary basin works as a high -flow bypass, allowing the water quality event of 1.54 cfs was used to size Sand and Grease Trap #1. Drainage Area #2A and #2B are located to the northeast of Pond A. Both drainage areas encompass areas that are previously constructed. Drainage Area #2A has an area of 0.17 acres, with a weighted runoff coefficient of 0.75. Drainage Area #2A has a peak runoff discharge of 0.29 cfs and drains to an existing catch basin. Drainage Area #2B has an area of 1.47 acres, with a weighted runoff coefficient of 0.56. Drainage Area #2B has a peak flow of 1.83 cfs and drains to double catch basins. Both Drainage Area #2A and #2B drain to an existing sand and grease trap (referred to as `Existing Sand and Grease Trap DA#2') in calculations. Sand and Grease Trap DA#2 has 12" piping to the Pond A forebay and a 15" overflow pipe to the Pond A primary. Pond A was constructed in a previous phase of Chesterfield development. The pond currently accepts water from Drainage Areas #2A and #2B. Runoff from Drainage Areas MA and #113 will be added to the existing pond volume in Phase 3 of Chesterfield development. Pond A has a forebay with a design capacity of 6,915 cubic feet. The calculated 100-year volume for the Pond A forebay is 3,899 cubic feet, so the volume provided will be adequate for the storm volume. The primary basin has a capacity of 16,864 cubic feet, with a 100-year design volume of 8,086 cubic feet. Both the primary basin and the forebay of Pond A have sand windows to allow for infiltration. The forebay has a sand window of approximately 2 ft x 150 ft, providing adequate (901/o) drainage for the forebay volume in 17.5 hours. The sand window in the primary basin is approximately 4 ft x 180 ft, and can provided adequate (901/o) drainage for the primary basin in 15.2 hours. Drainage Areas #3A and #3B drain to existing Pond B. Drainage Area #3A has a total drainage area of 1.68 acres with a weighted runoff coefficient of 0.62. Drainage Area #3A has a peak runoff flow of 2.16 cfs and drains to an existing set of catch basins. Drainage Area #3B has a total drainage area of 3.51 acres and a weighted runoff coefficient of 0.60. Drainage Area #3B has a peak runoff flow of 4.37 cfs before draining to an existing catch basin. Drainage Area #3A and #3B combine and flow through an existing set of two (2) sand and grease traps before flowing into Pond B. The high flow bypass on the second sand and grease trap allow a size check using the water quality event of 2.68 cfs. Pond B was constructed in a previous phase of Chesterfield development. The pond is designed to accept water from Drainage Area #3A and #3B. Pond B has a forebay with a 100-year design volume of 4,434 cubic feet, with a capacity of 7,738 cubic feet. The primary has a 100-year design volume of 9,195 cubic feet, and a capacity of 13,373 cubic feet. Both the primary and forebay have sand windows to allow for infiltration. The forebay has a sand window of approximately 3 ft x 114 ft, and the primary has a sand window of 7 ft x 114 ft. The sand windows allow for a 90% infiltration in the forebay in 17.5 hours, and 90% infiltration in the primary in 15.6 hours. A borrow ditch (per ACHD Detail 10) was designed to collect runoff from the temporary turnaround located at the east terminus ofNewland St. As the grade break is located at the end of Newland St, the drainage for the turnaround is independent of the rest of the site. As a sewer access road extends east from the end of the turnaround, the borrow ditch is separated into two sections — a north and south section. The north section of borrow ditch has a contributing area of 2,481 fl , as the southern portion of borrow ditch has a contributing area of 4,545 W. The borrow ditch has a cross sectional area of 12 W and is capable of providing storage for a 100-year storm. The northern borrow ditch has a 2'x6' sand window area and the southern portion of the borrow ditch has a 2'x6' sand window area. Both of these sand windows are adequate for draining 90% of storm water runoff within 24 hours. Assumptions and Methodology 1. Site Grading. a. The existing site topography is relatively flat, sloping from southeast to northwest. b. Some grading is proposed for the site to set the lot pads above the roads and to create positive drainage for the roads to the existing pond. 2. Groundwater Study & Recommendations from Site Consulting, LLC is attached (Appendix 5) a. Groundwater is expected to be found in shallow locations throughout the site. Groundwater assumptions for both Pond A and Pond B were taken from previous construction plans and As -Built drawings. 3. Plan of new or modified drainage a. Both drainage facilities (Pond A & Pond B) have been constructed in previous phases of Chesterfield development. Two sand and grease traps are existing on -site, with all necessary piping. One new sand and grease trap will be constructed in Chesterfield Phase 3. b. Currently, two (2) pipes are stubbed out from Pond A to the location of the proposed new sand and grease trap. It is, presumed that these pipes are inadequate for the conveyance of runoff from Drainage Areas #lA and #113. These pipes will be excavated and replaced with adequate piping for runoff conveyance. 4. Calculations for anticipated storm water facilities. a. Rational Method used for peak flows: Qp = CIA i. Qp = Peak flow for 100 year design storm at storm duration equal to time of concentration. 1. For pond sizing, as well as sand and grease trap calculations, a 100-year storm was used. ii. C = Runoff coefficient based on land use (Appendix 2) 1. C for single family residential use =.40 2. C for Asphalt =.95 3. Weighted C was calculated for each drainage area since only half of the lot and street were used in determining area. iii. I = Rainfall intensity of design storm in inches/hour — Zone -A Intensity - Duration -Frequency Curve, a time unique time of concentration was calculated (Appendix 1). iv. A = Area of drainage basin under consideration — The site is divided into basins as shown on attached drawing based on final site grading (Appendix 4). v. ACHD standard calculations sheet dated 8-5-13 was used in the calculations and is attached as Appendix 3. vi. Runoff volume calculation 1. Using 1.15" of rainfall per hour over the contributing area over a 1 hour duration 2. V = CIAT 3. ACHD standard calculations sheet was used to check the calculations and is attached as Appendix 3. Appendix t — IDF Curve Appendix 2- Weighted Runoff Coefficient Calculations Appendix 3- ACHD Spreadsheet Calculations Appendix 4- Drainage Area Map Appendix 5- Groundwater Study & Recommendations Appendix 6- R-Value Evaluation - End of Report - Boise Area Intensity -Duration -Frequency Intensity (inches per hour) Design 8lorm= 2 5 10 25 30 50 100 To ___ ___ __________ ----------- _____________ _______________ __________ 0.17 10 min 1.21 1.67 1.96 2.37 2.44 2.73 3,11 0.25 L min 1.02 1.41 1.66 2.00 2.06 2.30 2.62 033 20 min 0.85 1.17 1.37 1.67 1.72 1.91 2.28 0.42 25 min. 0.74 1.01 1.19 1.44 1.48 1.65 2.02 0.50 30 min 0]1 0.98 1.15 1.39 1.43 1.59 1.82 0.58 35m1n 0.59 0.81 0.95 1.14 1.18 1.31 1.50 0.67 40 min 0.54 0.74 0.87 1.05 1.08 1.20 1.37 0.75 45 min 0.50 0.68 0.81 0.97 1.00 1.11 1.26 0.93 50 min 0.47 064 0.75 0.90 0.93 1.04 1.17 0.92 55 min 0.45 0.62 0.73 0.88 0.90 1.01 1.15 1.00 1hour 0.45 0.62 0.73 0.88 0.90 1.01 1.15 2.00 2hours 0.27 0.36 0.42 0.50 0.52 0.58 0.66 3.00 3 hours 0.20 0.27 0.32 0.37 0.38 0.43 0.48 6.00 6hours 0.13 0.17 0.20 0.23 0.24 0.27 0.30 12.00 12 hours 0.08 0.11 0.13 0.15 0.16 0.18 0.19 24.00 24 hours 0.05 0.07 0.08 0.09 0.10 0.11 0.12 NOAAAtlas 2 Intensity Duration Frequency 3.5 3 fsyea 2.5 E 2-n wa }-soyar D 1.5 r\� u IL. _ � tooyer ------- 0 H 10 min 15 min 30 min 1 hour 2 hours 3 hours 6 hours 12 hours 24 hours Duration in minutes and hours Boise Area Depth -Duration -Frequency Intensity (inches per hour) Design Susan 2 j5 10 25 30 50 100 Tic ____ _________ ____ ___________--___--________ --_- 0.17 10 min 0.20 0.28 0.33 0.40 0.41 0.45 0.52 0.25 15 min 0.25 0.35 0.41 0.50 0.52 0.58 0.66 O-50 30 min 0.35 0.49 0.57 0.69 0.71 0.80 0.91 1.00 1hour 0.45 0.62 0.73 0.88 0.90 1.01 1.15 2.00 2hours 0.54 0]3 0.85 1.01 1.04 1.16 1.31 3,00 3"hours 0.61 0.80 0.95 1.12 1.15 1,29 1.45 6.00 6hours 0.80 1.00 1.20 1A0 1.44 1.60 1.80 12.00 12 hours 1.00 1.30 1.60 1.80 1.86 2.10 2.30 24.00 24 hours 1.20 1.60 2.00 2.20 2.28 2.60 2.80 ------ ��" NOAA Atlas 2 sr«, Depth -Duration -Frequency -x-s, 3 2.5 -� m c2 -tww.r 0 1.5 _`0 1 6 6 5 10 15 30 1 2 3 6 12 24 Duration in minutes and hours 3/14/2014, 3:58 PM P:\C201"03 Chesterfield 3-Trilogy\300 Phase 3\Construction\Cal4\46313834 Version 5.5, April 2013 a ,_ o n E 0 x E ¢ '� V r V ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NME-Uis worwheet 6 intended to be guideline to standardve ACIND meaxMg of damage calculations and sban not repiacetAe Engineers calculation metbndnloV. 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Compered Tc- 21.1 User -Entered To 3H310`'. 71312014, 147 PM P:\CN14 N3 Cheaterfield 3-Trilogy\30d Phase 3\Cmrd,wtimr Cal¢\1ep5699 Version 5.6, July 2013 ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE:"is association is intended to be a guMellne to standardize ANDthecking of drainage calmlrtions and shall not replacethe Engineer's calculation methodology. there nlmlatlom shall establish a minimum MoUlremem. The Eneinearss mMbodology must retain In facilities man men or exceed these calculations in order be accepted. 1 Project Name onaterfieldd:-Pond B B is area tlrainage basin map provided? Yes... (mop must be included with smrnamsermlmlations) 3 Enter Design Star- per volume(1Wyear per ACHD Pled use 4 Enter number afstorage Dualities (25 trial -`a CIIhmSM1ow came suhbasms ❑ Suhbasin subbed. 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User input in yellow cells To accept default value type = in yellow cell and point to computed cel 1 Project Name Chesterfield S&GTrap I Enter number of Sand/Grease Traps (25 max) 3 Reference for Throat widths (inch) ADS Boise Lar-ken WQU, - Vault BMP 16 1000 G 48.0 50.5 n/a 1500 G 60.0 61.5 n/a WOU1000 n/a. n/a 60 WQU1500 n/a n/a. 60 Baffle Throat Velocity Is the Vault Size Number of Peak Flow Spacing width Area (ft�) 0.5 fps Velocity S/G Traps Q-cfs inch inch max. ok? Y000 G 1R8 6.67 0.23 7/3/2014, 1:50 PM P:\C2014-003 Chesterfield 3 -Trilogy\300 Phase 3\Constrldethmmv�Ca&,s"liM AND Calculation Sheet for Sizing Ponds NOTE: This womshest is Intended to be a guideline to standardize ACHO checking of drainage calculations and shall net replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must ms st in hcilities that meet or euceed these calculation lu order to be accepted. User input in yellow cells. I To accept default value Pyre =in yellow cell and point to wmpuWd an 1 PnicesName PondA l: -3 Nh mbar of rolls l rareba1%may.2 Profs, Only J)_' 2. 4 Doct., She— 100 'Ark let (-v `------,- 5 vv 8hled lunoffcoaff—htc 058 Cr 6 at., 4vt5, 4,77 oats 7 A11101aL Dscha'be Rrsr rklcoblel ON 61 : B 2Y maN lreaM [rit/Storage Bash V. 8,086: R' ' „gl¢beWEPn fRmbOyantl Fllmory BpSlry Pnt¢I Cpb c', 'fill to, ¢uch .�AapY "n"A#a y ub,'r, roman Bars n 1 Sole, PrmaryB"M Shape 3nntangle 10Wwtb of Primary earn, ern— ce ds.o P, 11- length of Prima, 811h metal, 1.: 1800:.. it 12ISde Slopes h,Nf: H)Yr 400, fd/ft M Enter egttom IM3fl n 255450 R t 14 Enter Top Bank Elrvafmh 255714 it 15 Sole Saalet scoPacs Eleva40, W3.) 755590 1, 16Dtance Benn..en For -hay and PtlmavBasnlbiankf al 700 It 17- Erte, Elememo Boort 2537,IlF- 18 core, ofgh Gleuod,11U1 Pit'.. Z545 90 R 19-Mn Preedoard Repuereivin 050 ID'. H-aboard Platelet: a 94 21 Sand Bancon for Primary]Statol BasnfnfStratant 8 n/ht Nte If, Incte, ee4ulradf -0es gn lnflmtonAe", Eller a far no Iffilload., bmlent slap,1%or 0Rllf R,., 225arvi Wo,dow Aura to, porel, a,., 720. R° : Enter 0 for n0'fItn-on Storm Duration Icaroll. 4 Ronofr Vola d Pre-PmI Ounler'e Total dschn't, Mara Vol "it Men. Hr nJhr ha Wna . ft' 0 0.00 0` '-0.D0 0 0 0 0 10: DI1J 3.11 526 3,1330. 8D 3,0]3 95: 0,25 262 4.44 3,999 -0. 120 - 3,8]9 30 050 182 `3.02 5,526 0 240 -5,2R6 60 1C9 IS 225 8,(BB0 480120. 200 OBE 102 2,]100. 96D 6,750 3.00 BAROJ9 S,Slfi: ` D 1,49D ].0>fi 360 -500 030 0,4] ` 10,171 0 2grM -d,291 720 1200 0. 0,31 13,362 0 5760 1440. 24,00 012 0.18 15,954 0 '11,520 4,434 - Total Design toll 7,606 (f nde d 9 rE oe P d Pond 5rc suS Aea AaC vl n 5 d$16e) : Side $ape� lM1Pih at L 1h , Aa A c Aral A of Bl,.ift).� s 1 w (it) New Swge{f) (H V) Sig{i Slag-(U 5ky(ft 91L1 9N3 OVERIDE ISt, J`r) 155tl 54 255490 4A00- SH � eJG fi C bS>30 :2565 s0 5� J904 Y { ?t4 2?]50 255].a0 .1A10 J.oN] 540 I 20,,00 tG 1 r 42 _ a00 ttJepin f,r 5t01a3C 11 T 1,,._o cue 7-1 171y2 26 Thh, to draxo9marY/stof6ge'uaaln 3e% a"I .uu �B2 tours AN 7/312014, 3:35 PM P\C2014-003 Chesterneld 3-Trilogy\3W Phase 3\Construction\[ales\16835699 Version 55, April 2013 ACHD Calculation Sheet for Sizing Ponds NOTE: Thisworksheetisintendedtobea guideline. standardize ACHONeoking ofdrainageolrulall0ns and shall not replace Ibe Engirn is calculation methodology. These calculations shall establish a minimum requirement. The intimater methodology must result In hdifilhs that meet or exceed these calculations in order to be accepted. User Input In yellow tells. To accept default value type=in yellow cell and point to computed cell ]Project Name PondA- 3 Pu Oe Dais rtoiab11 ary--2. Ppmary Cnlyl) 2 4. ➢as&n 5irzm 1. link to 9:. VyegMedR em Cp2R.lerto 058 6 ken AlAtre) 417 arre5. 4 Approved OStllargn An ji F l [a) ON dt - 61-wQ Pond Feather 115Wsedmere v 3,899 Os ' Tell Beres, Fames, and pnmwyaasm, enter dmn opdpn,1fc,-mrh - m, Ht S+Xr. Females, o'SeleR Forebay Shape 3 Rectangle to witth,f Forebay 11 iom W : 30 ft il 1.ePgm of re eWv pi 611 isolir iI 11 vice Slocer(ew) x/a-� aao nRt '. 13.Emer Baitam Fire. tim 255450 R 14iFntel Top Bar-0Ehlren 25914 ft i 16 O,lers,eB,nv, men, end Ppmary Basin (blank t pal 7.00 ft `* 17:ri er11 atonPerm 253214 It 18. ffiPP, HAP Gror,,Fa, er Flevatmn 2545 to - Tt 19 Mn F,a.b Yd remlerainii ..co 2D 4,,berrd Provided 134 11 5,,d Beces, fa' Ferrer, lnfl0v en'+ 8 immi Mete rAMPANAr regL=redj Design lnf neiton Rat Enter a cur no e]eahni ,Sunen dr".2%o[ oo,giow 22 LSand Ysndw Arei, for`a,Fey Arm.- 300. 1 Pa.,.1arno antra on 23 Find Maximum Storage Required ➢arm Duration irotal > Q- Runoff Vol Perc Vel- Pre%o) Tetal. Max Vol 06chsrge Qiscbarge Read him Hr him - ers W fie Fe w fe o 0,00 0 Roo b 0 a o- a 10 : Di 3.11 3.35 2 313 }. 33 0 ` 33 2.279 -15 0.25. 262 283 2924 50 0 -50 2,824 30 030 1,82 192.. 4,071 1W 0 1. 3,971 no - 1'. - 1.15 <0,94 3.899 : 200 0 200 3,699 120 2rA 3.66. 0.25 - 6192 ADD 0 -400 T5d92 180 3.00 D.. D55 6,880 600 0... 5w 6,280 360 600 0.30 0.36 8,994 1,200. 0 1,2M 7,744 no ,12a0 0.19 0,22 11;DD9 2,400 0 2,40D' 8,609 1440 1400 '0,12 014 13,761 4;800 0 r,800 Total Deilgnvd. 8,964 Duerr ae 27 Depth.rage. salAr p 51 ihl'ee m) 1 a 1 0 'vex5 g kl Y55450 SIde5l., (NV} 'laIXl 4aG1 t.t -end Pond Wdfi t k Bhet 5 6 (fti s gcrw i0 Sr" 131 o e 29C l40 Server s dace S M 5 f Ale 111 V heme A A t AreAm S-sziF'-): B lnw 9tg (it Sin,leR OVERIDR, Sig.Ui l 14 m r __. ._...... . . —1r 30a ttdep(h £oratp�aRe Small ZS P flare mDv rY' NO m'flnra to .,,in 6rebay Js lencc 405 :e m 1-m,a.nma,n o)c I/3/2014, 3:34 PM P\C2014-003 Chesterfield 3- Trilogy\300 Phase 3\Constrmd n\Cales\36285699 Version 5 S. April 2013 ACHD Calculation Sheet for Sizing Ponds NOTE: This worksbeM is intended to be a guideline to standardize ACHD checking of drzinage calculations and shall not replace the Engineer's calculation methodology. The. almimions shall establish a minimum requirement. The Engineers methodology must result in facilities that meet or exceed these calculations in order to be accepted. J User Input In yellow tells: To accept default value Type =in yellow cell and point W computed tell 1 project Name Pontl R 3 n[ tuber ol'Cells (�Lmba/ P mary: J.r Pdydory Only it 2 4'Desg, 1W Llokto: , 5 Wegh.ee purroff Coe(2 entC 061 - 11AlArres) 519 ones is Appv,,JDcharge R,le o l up tablet... o00 Cfs e'2Pmar, Treatment/5tmage 8asn V 9,Lg5: 'y TE"I" b"Am" oime"fld inm9ty Pa.", crier dom are In'." mP 1#01 n�imffli_ TW^Jnz Y Primary Basin 9 Sete. PnmaryBasN 9hcen 3Reatahgle - 10W"firPror.,atln6oHom W— 30.0 1t IT fnrh of Former, Basn BotNn 1 1140 tr ` : Surres Ellcoo 12soe'Burto(MM fi •• foot -3ae m IevaGon 25s2 Bp x 14 Enter TLyba0l, Eierafrm 255530 it 1`t_`f",Water Such. 61.1"niW5Ef ,554.00 It 16.Oist....6etweenfvrebay ono Prmery basl0Jaime fnal 350 is ` 17 Ent rElevalwnb rm 255550f it Sd Enter Hlgo G'ourrdyvq[er eevatron 2545.801 Y m VE ieelnald R gdin m.rt 050 20 e eb.qr,l PIdtdl 1.80 21 Sand Bollom for nrlm ryt5 rage barn Eldi.filer a n/hr Nt rp@rutm, iqunedrif b sig019f Pratprr pair, t ter 0 tar no InfliCaNan :: bottom zfiup'lle or o outjlolo 22 Sand WMpw Area for Pro,,ry Ax:n. 798 rz iEnt r0lor no nfitotaa 23 Find M ximum Storage flequired 'Pre -Prof Total Max Vel Sloan Duration total - 'O RunoHVOI Per Vol Distlsarge Dlidmrge Read Mn Hr in/h,. dsW3,192 h' h'' ft' 0 `ooa o. 0.000 0 0 o10 0.12 3.11 5.99 l09 0 89. 3,49115 OT5 ` 26P:`5.05' "..3 0 133 4A3430 0.50 182.' 339:I 265 o 166.: 6,018W 4C0 - ITS r P55 532 0 532 8,663Too :.-ZW 0,66 1,22 1,.. 0 1064 'T,i03180 300 048 090 - 1596 = 0 1,596 8,0883W 6.00: 0.30 0.54 3,192' 0 3,192 ` 8,324 220 120. `0,19 `0.38 6384 '0 -.6,384 1440 2400 OII 0112 12268 0 12,769 5,324 Total Design Vol. 8,810 wen Je o4 IT'So Storage. ea nns p. Eleven s nnne card P nd s f 61 cta A aAai Volume SevedStage Sit,$to, 44dd, t�4 afi t A A 4 Ar3 A t Sta"firi Befew {RJ Rev, SC g {fIJ (tl b) : 5 8 i t 5 g {ht St g (i3 SLi 10191) OVERIOL Stage(h j ps=00 25520 +r4m on L.1 4z c 1s <eb 4000: 11 3J0 f 26 9/pYJ loontD l0ov L 1 2L' 3 bCG2 _ 510 1,6e1141m5tor ", 2006i S5I } „iOrep na, r fill, CepadRz YES 26II t d primary/ [ 3 basin bans 77jF7 90h , 24 ficitc, n"anm , 2/7/2014, 9:14AM PAUDET 003 Chesterfield 3-Trilogy\300 these 3\Conrtrurtion\C31Cs\334mm26 Version 55, April 2013 ACHD Calculation Sheet for Sizing Ponds NOTE: This wmksbeet is intended to be a guideline to Andrertlize ACHO checking of drainage calculations and shall net replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineefs methodology must result in facilities that meet or exceed these calculations in order to be accepted. User Input In yellow cells. To accept default value type = in yellow cell and point to computed cell 1 rich t Name Pona 6 2 Enter number of pneds 125 mall z 3.q1mbe1 of Call IchAbay11-112, Prini 9d1-A) 2 4IDcrec 5 100 link Iy 5 WegM1ed Puna(f Ca,fi C Ofi1 'B Aree 41Ac>< 519 ores' 9 App'orod 0so,90 Pat,(r appliahbi 000d, B S IQ Ford fareba,' 15%111 - V 4A34 it, Te]9le bifueen Fe,&,Y"dPrime, soon, c do. bad brmtjar each - {{yy 1 'Q l' a� ..ATM -`••• ,. t xmu„x r �_�.-.Y _..... ....4 SR.Si;e[ 4_._l..-b axe Rtt Ferebay 9-Solent Farhat, Shap,. 3 RecUngle. 10-Wolin fPoehapWhom WI3 5.01 IF 't. RengJsm toner, eottgm L 114.0- ft 12:5m, Sunni (IFPJ)- HfV. am L. sdft 13 Enter Rai E,1nV. it 14 Inter T,, Bank Elleanor 2555 s01 15 ERr Wilhi Smi Jevat an(VISE 255320 ft ' 6Penance Bmw F,n bayand Prmery deo di fu) 350 ft 1TEnty11—uonDoem 255550 it ad Emer nlEh Gpun,fivi Elavato0 254580 it 14I M n Feeboard kiequ rmes'v O. 20 Freeboard Proa ded. 1.80 21Sand BMtom for Farri mfluatons 8 r/hr bate nhltmhon"',noI Dee gnlmlt"Fum Rare term aor no rftradOn -bomfmslepee ,0oa*,F 2I Sand Wlndaw AM, Inc F-,b, 342 ft, C 'EmerD far no of r 23 Find Minimum Stoege Required Pre-Pro)tal targe Max Yol I Stmm Ouradon itotal 4 Runoff Vol PA. Vol - 0.ega Mn : Hr In/hr ids fr' (t' Its 0 -'0D0 Q.. 0:00 '0 0 0 0 10 0.17 3.11 381 2V30 3838 2,592 15 `-015 2cZ 321 3,325 `5]5J 3,268 30 0.50 1,11 224 4,629 114 l't 4,515 60 1C0 L L07 4,434 228 28 4,206 120 '2.. 066. 085 7,bs1 r456.50- -6,5R5 - 300 3W -D:48- -0.63 12,924 68484 ].140 360 6.00: 11 - 041 40,121 - 1,368}68 '8,803 R0 1300. 0.19 0.25 12,518 2136736 9.1R2 10 1411 0.11 016. 15648. .. 5,472- 0 s,422 : Total Oeaign Vol. 40,176 (verrde Zs P 9A me"Reon, POrQ S f e s ed serrate s use e Am, Aor Volume not 3e d "lope Wldth t t nBtK A AAt AMa Aat yyage Per) Below J 4ew Ss g (i) {H,1 : Si C ft) SaBe(hJ 4 gii SGJotft') OVEPIDE 5talivi } J� -,rn W 4) 0 4° 14 6110 la In _k. _ _ _... ... a T 350 ft room tor4mana small ti J a\ ....cape li NO 26 Trte fe diforeiey =`J} hams 9JY �e in 24Jw cvn.vm DR 2/2/2014, 9:12 AM P:\C2014 W3 Chesterfield 3- Trdogy\3W Phase 3\Construction\Gala\33416826 Version 55 April 2013 ACHD Calculation Sheet for Sand/Grease Traps NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. User input in yellow cells. To accept default value type = in yellow cell and point to computed cel 1 Project Name Chesterfield 3- Existing Sand 8, Grease Trap (DA3) Enter number of Sand/Grease Traps (25 max) 3 Reference for Throat widths (inch) ADS Boise Lar-ken WQU, Vault BMP 16 1000 G 48.0 50.5 n/a 1500 G 60.0 61.5 n/a WQU1000 n/a n/a 60 WQU1500 n/a n/a 60 BafFle Throat Velocity Is the Vault Size Number of Peak Flow Spacing width Area (ft�) 0.5 fps Veloci 7/3/2014, 1:55 PM P:\C2014-003 Chesterfield 3 -Trilogy\300 Phase 3\ConstMet®mr\traEcsk7frr73N3� ACHD Calculation Sheet for Sizing Rural Swale/Borrow Ditch NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineers methodology must result in facilities that meet or exceed these calculations in order to be accepted. User input in yellow cells. To accept default value type = in yellow cell and point to computed cell 1 Project Name Chesterfield Turnaround - South Section 2 Enter 1/2 Pavement Width +Ribbon Curb 45 ft C Factor 0.95 3 Enter Lot Runoff Width, Including Swale Width ft C Factor 0.30 4 Weighted C Runoff Coefficient 0.95 5 Rainfall Intensity (1,15 in/hr for 300-year volume) 1.15. in/hr 6 Runoff per ft V,,,,,pnrn 4.06-`ft'/ft 6 Sand Bottom for infiltration? (Note: infiltration required if S,Q%or o outflow) Design Infiltration Rate "- S m/hr 7 Sand Window Width - 2.00 ft 8 Set Swale Bottom Width b 0.00 ft 9 Set Swale Depth y -. 2:00 ft 10 Swale Side Slopes (V/H) Sxs 0.333 ft/ft 11 Calculates cross -sectional area Axs 12.00 ft' A,=y'z+by 12 1-Hr Infiltration Volume Vp„� 1.33 ft'/ft 13 Does it Have Capacity? 14 Timeto Drain 90%volume in 24-hours minimum Find sand window length 15 Length e swale/borrow ditch Runoff volume 16 Lengthof sand window to drain 9096 in 24 hrs oNi 305 hr Of( 178 ft 411ft3 12 ft Mw' a r..r..xw rrx-xe Check Swale Ron With:: Driveways 17 Enter total Swale length for one side of road 0 ft 0,0. ft' Swale storage 18 Ave slope from driveway in swale 1/z -1.000 ft/ft 19 Enter total number of driveways 0 ea - 0.0 ft' Deduct driveway slope 0 It 0.0 ft' Deduct driveway length 20 Enter total length of all driveways 21 Lost Swale length. from trees, etc. Oft 0.0 ft' Deductother 22 Length of infiltration area 0.0 ft 00 ft' 0.0 ft' Remaining swale storage '. - 23 Runoff volume - 24 Difference between runoff volume and storage 0.0 ft' yES ( Is capaatygood? 25 Time to dram 00 hr 90%volume in 24-hours minimum : OK. 7/7/2014, 11:35 AM P:\C2014-003 Chesterfield 3 -Trilogy\300 Phase 3\Constructid(AC,9 s\89(5Apt39nber 2012 ACHD Calculation Sheet for Sizing Rural Swale/Borrow Ditch NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. User input in yellow cells. To accept default value type = in yellow cell and point to computed cell 1 Project Name Chesterfield Turnaround North Section 2 Enter 1/2 Pavement Width.+ Ribbon Curb 45 it C Factor 0.95 3 Enter Lot Runoff Width, Including Swale Width it C Factor : 0.30 4 Weighted C Runoff Coefficient 0.95 5 Rainfall Intensity (1.15 in/hr for 100-year volume) 1.15'. in/hr 6 Runoff per ft Vruooe/a 4.06 " W/ft 6 Sand Bottom for Infiltration? (Note: infiltration required ifS, <1Yo or 0 outflow) Design Infiltration Rate '' S.: in/hr 7 Sand Window Width 2,00 ft 8 Set Swale Bottom Width b -0.00$ 9 Set Swale Depth y ,2,00 it 10 Swale Side Slopes (V/H) Sxs 0 333 ft/ft 11 Calculate cross -sectional area Axs 12.00 'ft' Asa =yzz+by 121-Hr. Infiltration Volume V,— 133 -:ft'/ft 13 Does it Have Capacity? 14 Time to Drain 90%volume in 24-hours minimum Find sand window length 5 Lengthof svalelborrow ditch Runoff volume - 16 Length of sand window to drain 90%. in 24 hrs OKI . 3.05 hr OK " 71 ft 224ft] 6 ft :. AM tl.'lYl"Y IIrWnY nx:nFF 17 Enter total swale length for one side of road 71 it 852.0ft' Swale storage 18 Ave. slope from driveway in swale 1/2 1.000 ft/ft 19 Enter total number of: driveways 0 ea 0.0 ft' Deduct driveway slope 20 Enter total length of all driveways 0 it 0.0 ft' Deduct driveway length 21 Lost Swale length from trees, etc. 0 ft 0.0 it' Deduct other 22 Length of infiltration area 71.0 it 23 Runoff. volume '288.5 ft' 8520 ft' Remaining Swale storage 24 Difference between runoff volume and storage 563.5 ft' YES Is capacity good? 25 Time to drain 68 hr 90%volume in 24-hours minimum - 0x' 7/7/2014, 11:33 AM P:\C2014-003 Chesterfield 3 -Trilogy\300 Phase 3\Construct! AC,;R s\896Ddog9nber 2012 ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineers methodology must result In facilities that meet or exceed these calculations in order to be accepted. 2 Is area drainage basin map provided? Yes'_' (map must he included with starmwater calculations) 3 Enter Storm Frequendy(I0year per ACHD policy) —300 S Area of Drainage Subbasin (SF or Acres) 5r Acre 6 Determine the Weighted Runoff Coefficient M C=[(C1xA1)+(CW2)+(Cm AO))/A Weighted Av Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin I Subbasin 2 3 4 5 6 T 8 9 10 4,545 '. 0.10 0.95 0.95 Calculate Overland Flow Time ofConcentration in M inutes(TC)or use 10 mm Ur'r-Calai1sa minimum 5a cp, �¢+~nioun area P TO 495 -.x.... »�+nlrNn,Am4aYaPi if.irS-it]D Re Ct 6N Sinxle-hml1Y O515n 0.54t D]5 itesWe.tut FnuralF ba5.03d uigt ercea. 99{ 000 NYMya[eM d9a P9aygoandl. i old -0.35 YrEVYd ybTd Kci1 ' (:.i0 -OAD u.amaewrd rrws A(19—dbG 2/7/2014, 11:22 AM P:\C2014-OD3 Chesterfield 3 -Trilogy\30D Phase 3\Construction\faits\8555448Ye,ion 4.2, September 2012 ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. I Project Name Chestorfield Subdivision No 3 TempomryTumaround.North Section 2 is area drainage basin map provided? - yes (map must be included with stormwater mlculotions) iW 3 Enter Storm Frequency (300-year per ACHD policy) 4 Enter number of storage facilities (10 max) 1. S Area of Drainage Subbasin(SF or Acres) 'SF Acre 6 Determine the Weighted Runoff Coefficient (C) C--[(Cl j)+(C2w12)+(CmxAn)j/A Weighted Av Subbasin Sub basin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 ] 8 9 10 21481 '... - 0.06 0.95 ] 0.95 7 Calculate Overland Flow Time of Concentration In Minutes (Tc) or use 10 min ., wOaaAaa, minimum -. -..... E0sm d.&areff (gffi n[t for 3�simis $ ]mw.fiown'#eZ4 f ro.A-n95 ri g6 ie lu 03s -036 v lu.#armly � dk0-. D.S5 -.. d rtW s urai) 035 �4N5 ., xtlwzd oy a_.. 0.7D: i^d xAiSl and Car eck�ai danr xm Alm saa��.a>t u+rd arev � a.2d -44G StrcR E ry a§ 7/7/2014,11:22 AM P:\C2014003 Chesterfield 3 -Trilogy\300 Phase 3\Construction\Calcs\85504489ersion 4.2, September 2012 LH June 10, 2014 Mr. Shawn Brownlee Page i of 3 Trilogy Development 14042ENGC41 2358 South Titanium Place Meridian, Idaho 83642 Re: Groundwater Study & Recommendations Chesterfield Subdivision West Pine lane - Meridian, Idaho Shawn: As per your request, the end of March 2014, this engineer supervised installation of additional monitoring wells on the remaining undeveloped land at your Chesterfield Subdivision project. Two existing wells were located and four additional wells were installed with a Texoma Auger Rig supplied and operated by R. P. Jones Drilling of Boise, Idaho. After drilling, a hand slotted PVC pipe was installed and then backfilled with native soils. Beginning the first week in April 2014, a groundwater monitoring program has been conducted to assist with the design of the onsite stormwater disposal system. Well measurements were initially gathered monthly but switched to weekly when the irrigation season began and groundwater started to rise. All well measurements are reported in the attached. Well Data Table. As of this week (June 30, 1014) groundwater levels appear to have reach peak elevations. Bailey Engineering provided the ground surface elevation at each well. This was used to convert measured depths to the reported elevations. Data indicates that the groundwater across this site flows from south to north and slightly toward Ten Mile Creek along the east and northeast property lines. At this time, groundwater drops 3.4 feet between the southwest well (MW-2) and the northeast well, (MW-5). It is noted that water levels west of the sewer trunk line have increased by greater than four feet since the start of the irrigation season while the two wells east of the truck line (and closest to Ten Mile Creek) and risen less than two feet. The trunk or the creek or a combination of the two appears to be lowering the groundwater east of the trunk line. This opportunity to be of service is appreciated. Please contact our office should you require additional information or services. Respectfully submitted: yi L ��C`jPy Bob J. Arnold, PE37Eq )lI 41'Z of 208-440-5276 * bjarnatdpei0msn.cam ' Post Qffice Box 190537 'r Boise, Idaho 83719 SITE NSULTING, LLC wpll nata Table 'surface '.. Casing Casing 'Casing Chesterfield well# 'Location. Elevation Depth Height Elevation #1 Center 2558.10 17.0 3.8 2561.9 #2 (OLD) SW 2558.28 9.0 3.1 2561.4 #3 SC 2559.22 14.2 3.7 2562.9 _. #4.. SE 2560.19 17.2 3.5 _. 2563.7 #5 (OLD) NE 2557.48 10.2 1.9 2559.4 #6 NW 2558.18 15.5 3.7 2561.9 04/08/14.. #1 #2 #3 #4 #5 14.0 'DRY 13.3.. _. 12.1..... 10.0__ 14.6 2547.9 <2552 2549.6. 2551.6 2549.4 2547.3 05/08/14 12.4 DRY 11.1 11.4_ 9.4 12.5. 2549.5<2552 2551.8... 2552.3 2550.0 2549.4... 06/07/14 _ 10.2 7.8 9.6 _.. 10.8 8.7 10.8. 2551.8 2553.7 2553.3. 2552.9 2550.7 2551.1 06/14/14 9.8 7.5 9.3 10.6 8.4 10.3 _ 2552.1 2553.9 2553.6 2553.1 2551.0 2551.6 06/19/14 9.6 7.0 9.0 10.5 8.4 10.4 2552.4 2554.4 2553.9. 2553.2 2551.0 2551.5 06/30/24 9.6 6.9 9.0 10.4 8.3 10.3 2552.3 2554.5 2553.9. 2553.3 2551.1 2551.6 Highest _ _ Lowest Maximum difference= 3.4 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE LILTING, LLC Aerial Photos with Well Locations 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC Mr. Shawn Brownlee Trilogy Development 2358 South Titanium Place Meridian, Idaho 83642 Re: R-Value Evaluation Chesterfield Subdivision West Pine Lane - Meridian, Idaho June 30, 2014 Page 1 of 3 14042ENG001 Shawn: As per your request, the end of May 2014, this engineer sampled the subgrade soils from three locations across the undeveloped land at your Chesterfield development. Standard laboratory tests were used to screen the samples and select the soil most likely to generate the lowest R-Value. The selected sample was gathered from the middle of the west end of the undeveloped area. This sample was then taken to a specialty soil lab for R-Value testing. An R-Value of R = 8 was obtained. Based upon an R-Value of R = 8 the following pavement section is recommended for interior residential street. Thickness ( inches) ACP 2.5 Roadbase 4.0 Sub Base ( pitrun) 12.0 This is a reduction of two inches of pitrun from all interior street. Subgrade materials further to the east are courser (more sand and gravel) and therefore should provided higher R-Value results for future phases of this development. This opportunity to be of service is appreciated. Please contact our office should you require additional information or services. Respectfully submitted: Bob J. Arnold, PE 208-440-6276 bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE LILTING, LLC DESIGN SECTION CALCULATIONS (ACHD R-Value Method) Project: Chesterfield Subdivision File No.: 14042 Pine Street - Meridian, Idaho Cale By: B. Arnold Client: Trilogy Development Date: 07102/14 Design Thickness Equation: T = 0.0032 (TI) (100-11)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 By Agency GE = Gravel Equivalent R = R-Value = 8 By Soils Test GE= 21.7 Inches ACHD ACP 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.5 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 11.8 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 12.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 12.0 inches 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC e�RW= MAI'Cf �mn~ eenuwxua.+vws.+fxmx..e+.,e.� bflryNfxi-xd n,raanwnvr w,A., Tes" NG & R-WAt%%@ il�e8�ti� 1'kR6%'Fa. women t"a1nSzuCE i 1 1 S9 7 t �? 1:xu%la%eon 4'rcasuri f�xssu} a ` ' �� di R'Vai%x8 @ EXtdaflgn Pf*l'i ttrg a Ia%uAalEw% i+ressvm di7 208-440-6276 * bjarnoldpe@msn.com * Post office Box 190537 * Boise, Idaho 83719 Parcel Map Check Report -Chesterfield 4 Client: Liberty Development, Inc 9839 W Cable Car St, Suite 101 Boise, ID 83709 Date: 4/15/2016 10:08:36 AM Prepared by: Bailey Engineering, Inc. 4242 N Brookside Ln Boise, ID 83714 Parcel Name: BLOCK 10 - BLOCK 10 LOT 18 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,245.5204' East:2,442,144.0651' Segment# 1: Line Course: S88° 47' 15.48"E North: 709,245.1589' Segment# 2: Line Course: S88° 47' 15.48"E North: 709,244.4625' Segment# 3: Line Course: S1° 12' 44.52"W North: 709,144.4848' Segment# 4: Line Course: N88° 47' 15.48"W North: 709,145.5427' Segment# 5: Line Course: Nl° 12' 44.52"E North: 709,245.5204' Perimeter: 300.000' Error Closure: 0.0000 Error North: 0.00000 Length: 17.084' East: 2,442,161.1453' Length: 32.916' East: 2,442,194.0539' Length: 100.000' East: 2,442,191.9381' Length: 50.000' East: 2,442,141.9493' Length: 100.000' East: 2,442,144.0651' Area: 5,000.00Sq.Ft. Course: NO' 00' 00.00"E East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 10 - BLOCK 10 LOT 19 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,144.4848' East: 2,442,191.9381' Segment# 1: Line Course: Nl° 12' 44.52"E Length: 100.000' North: 709,244.4625' East: 2,442,194.0539' Segment# 2: Line Course: S88° 47' 15.48"E Length: 17.084' North: 709,244.1010' East: 2,442,211.1341' Segment# 3: Line Course: S88° 47' 15AW E Length: 32.916' North: 709,243.4045' East: 2,442,244.0427' Segment# 4: Line Course: S1° 12' 44.52"W Length: 100.000' North: 709,143.4269' East: 2,442,241.9269' Segment# 5: Line Course: N88° 47' 15.48"W Length: 50.000' North: 709,144.4848' East: 2,442,191.9381' Perimeter: 300.000' Area: 5,OOO.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 10 - BLOCK 10 LOT 20 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,143.4269' East: 2,442,241.9269' Segment# 1: Line Course: Nl° 12' 44.52"E Length: 100.000' North: 709,243.4045' East: 2,442,244.0427' Segment# 2: Line Course: S88° 47' 15.48"E Length: 36.039' North: 709,242.6420' East: 2,442,280.0736' Segment# 3: Line Course: S88° 47' 15.48"E Length: 13.961' North: 709,242.3466' East: 2,442,294.0315' Segment# 4: Line Course: S1° 12' 44.52"W Length: 100.000' North: 709,142.3690' East: 2,442,291.9157' Segment# 5: Line Course: N88° 47' 15.48"W Length: 50.000' North: 709,143.4269' East: 2,442,241.9269' Perimeter: 300.000' Area: 5,OOO.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' WOVE Error North : 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 10 - BLOCK 10 LOT 21 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,142.3690' East:2,442,291.9157' Segment# 1: Line Course: Nl° 12' 44.52"E Length: 100.000' North: 709,242.3466' Segment# 2: Line Course: S88° 47' 15.48"E North: 709,240.9834' Segment# 3: Line Course: S13° 47' 15.48"E North: 709,177.9087' Segment# 4: Curve Length: 19.635' Delta: 15.0000 (d) Chord: 19.579' Course In: S76° 12' 44.52"W RP North: 709,160.0344' End North: 709,158.4476' Segment# 5: Line Course: St' 12' 44.52"W North: 709,153.5937' Segment# 6: Line Course: S46° 12' 44.52"W North: 709,140.8715' Segment# 7: Line Course: N88° 47' 15.48"W North: 709,142.3694' Perimeter: 343.049' Error Closure: 0.0005 Error North : 0.00040 Precision 1: 686,100.000 East: 2,442,294.0315' Length: 64.432' East: 2,442,358.4491' Length: 64.946' East: 2,442,373.9273' Radius: 75.000' Tangent: 9.874' Course: S6° 17' 15.48"E Course Out: S88° 47' 15.48"E East: 2,442,301.0883' East: 2,442,376.0715' Length: 4.855' East: 2,442,375.9688' Length: 18.385' East: 2,442,362.6965' Length: 70.797' East: 2,442,291.9154' Area: 7,591.16Sq.Ft. Course: N38° 58' 35.25"W East:-0.00033 Parcel Name: BLOCK 10 - BLOCK 10 LOT 22 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,242.6420' East:2,442,280.0738' Segment# 1: Line Course: N12° 06' 53.61"W North: 709,366.4362' Segment# 2: Line Course: N79° 13' 11.66"E North: 709,367.0098' Segment# 3: Curve Length: 32.725' Delta: 15.0000 (d) Chord: 32.632' Course In: N10° 46' 48.34"W RP North: 709,489.8038' End North: 709,377.2451' Segment# 4: Line Course: N64° 13' 11.66"E North: 709,379.6177' Segment# 5: Line Course: S70° 46' 48.34"E North: 709,372.5655' Segment# 6: Line Course: S25° 46' 48.34"E North: 709,315.6513' Segment# 7: Curve Length: 45.968' Delta: 11.9925 (d) Chord: 45.884' Course In: S64° 13' 11.66"W RP North: 709,220.1345' Length: 126.614' East: 2,442,253.5010' Length: 3.067' East: 2,442,256.5139' Radius: 125.000' Tangent: 16.457' Course: N7V 43' 11.66"E Course Out: S25° 46' 48.34"E East: 2,442,233.1339' East: 2,442,287.4987' Length: 3.156' East: 2,442,290.3405' Length: 18.385' East: 2,442,307.7008' Length: 63.205' East: 2,442,335.1898' Radius: 219.620' Tangent: 23.068' Course: S19° 47' 01.91"E Course Out: N76 12' 44,52"E East: 2,442,137.4286' End North: 709,272.4752' Segment# 8: Line Course: S13° 47' 15.48"E North: 709,240.9835' Segment# 9: Line Course: N88° 47' 15.4811W North: 709,242.3468' Segment# 10: Line Course: N88° 47' 15.48"W North: 709,242.6422' Perimeter: 403.940' Error Closure: 0.0010 Error North : 0.00016 Precision 1: 403,939.000 East: 2,442,350.7204' Length: 32.426' East: 2,442,358.4483' Length: 64.432' East: 2,442,294.0307' Length: 13.961' East: 2,442,280.0728' Area: 9,208.90Sq.Ft. Course: N80° 26' 59.8211W East:-0.00097 Parcel Name: BLOCK 10 - BLOCK 10 LOT 23 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,244.1010' East:2,442,211.1341' Segment# 1: Line Course: Nl° 12' 43.00"E North: 709,358.8323' Segment# 2: Line Course: N79° 13' 11.66"E North: 709,366.4368' Segment# 3: Line Course: S12° 06' 53.61"E North: 709,242.6427' Length: 114.757' East: 2,442,213.5613' Length: 40.657' East: 2,442,253.5008' Length: 126.614' East: 2,442,280.0737' Segment# 4: Line Course: N88' 47' 15.48"W North: 709,243.4052' Segment# 5: Line Course: N88° 47' 15.48"W North: 709,244.1016' Perimeter: 350.983' Error Closure: 0.0006 Error North: 0.00064 Precision 1: 584,971.667 Length: 36.039' East: 2,442,244.0427' Length: 32.916' East: 2,442,211.1341' Area: 6,529.72Sq.Ft. Course: NY 28' 02.87"W East:-0.00004 Parcel Name: BLOCK 10 - BLOCK 10 LOT 24 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,245.1589' East:2;442,161.1453' Segment# 1: Line Course: Nl° 12' 43:00"E Length: 104.136' North: 709,349.2716' East: 2,442,163.3479' Segment# 2: Line Course: N79° 13' 11.66"E Length: 51.116' North: 709,358.8323' East: 2,442,213.5618' Segment# 3: Line Course: Sl° 12' 43.00"W Length: 114.757' North: 709,244.1010' East: 2,442,211.1346' Segment# 4: Line Course: N88° 47' 15.48"W Length: 17.084' North: 709,244.4625' East: 2,442,194.0544' Segment# 5: Line Course: N88° 47' 15.48"W Length: 32.916' North: 709,245.1589' Perimeter: 320.008' Error Closure: 0.0005 Error North : 0.00003 Precision 1: 640,018.000 East: 2,442,161.1458' Area: 5,472.31 Sq.Ft. Course: N86° 55' 51.92"E East: 0.00047 Parcel Name: BLOCK 10 - BLOCK 10 LOT 25 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,246.2168' East:2,442,111.1565' Segment# 1: Line Course: Nl° 12' 43.00"E North: 709,346.1944' Segment# 2: Line Course: S88° 47' 15.48"E North: 709,345.8818' Segment# 3: Curve Length: 31.396' Delta: 11.9925 (d) Chord: 31.339' Course In: Nl° 12' 44.52"E RP North: 709,495.8482' End North: 709,348.4954' Segment# 4: Line Course: N79° 13' 11.66"E North: 709,349.2712' Segment# 5: Line Course: S1° 12' 43.00"W North: 709,245.1585' Length: 100.000' East: 2,442,113.2716' Length: 14.775' East: 2,442,128.0433' Radius: 150.000' Tangent: 15.756' Course: N85° 12' 58.09"E Course Out: S10° 46' 48.34"E East: 2,442,131.2170' East: 2,442,159.273 0' Length: 4.148' East: 2,442,163.3478' Length: 104.136' East: 2,442,161.1453' Segment# 6: Line Course: N88° 47' 15.48"W North: 709,245.5200' Segment# 7: Line Course: N88° 47' 15.48"W North: 709,246.2164' Perimeter: 304.455' Error Closure: 0.0004 Error North: -0.00036 Precision 1: 761,137.500 Length: 17.084' East: 2,442,144.0651' Length: 32.916' East: 2,442,111.1565' Area: 5,048.90Sq.Ft. Course: S9° 27' 25.89"W East:-0.00006 Parcel Name: BLOCK 10 - BLOCK 10 LOT 26 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,247.2747' East:2,442,061.1677' Segment# 1: Line Course: Nl° 12' 43.00"E North: 709,347.2523' Segment# 2: Line Course: S88° 47' 15.48"E North: 709,346.1944' Segment# 3: Line Course: S1° 12' 43.00"W North: 709,246.2168' Segment# 4: Line Course: N88° 47' 15.48"W North: 709,247.2747' Perimeter: 300.000' Error Closure: 0.0000 Length: 100.000' East: 2,442,063.2828' Length: 50.000' East: 2,442,113.2716' Length: 100.000' East: 2,442,111.1565' Length: 50,000' East: 2,442,061.1677' Area: 5,000.00Sq.Ft. Course: NO° 00, 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 10 - BLOCK 10 LOT 27 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,248.3326' East: 2,442,011.1789' Segment# 1: Line Course: Nl° 12' 43.00"E Length: 100.000' North: 709,348.3103' East: 2,442,013.2940' Segment# 2: Line Course: S88° 47' 15.48"E Length: 50.000' North: 709,347.2523' East: 2,442,063.2828' Segment# 3: Line Course: St' 12' 43.00"W Length: 100.000' North: 709,247.2747' East: 2,442,061.1677' Segment# 4: Line Course: N88° 47' 15.48"W Length: 50.000' North: 709,248.3326' East: 2,442,011.1789' Perimeter: 300.000' Area: 5,000.00Sq.Ft. Error Closure: 0.0000 Course: NO° 00, 00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 10 - BLOCK 10 LOT 28 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,249.3905' East:2,441,961.1901' Segment# 1: Line Course: Nl° 12' 43.00"E Length: 100.000' North: 709,349.3682' East: 2,441,963.3052' Segment# 2: Line Course: S88° 47' 15.48"E Length: 50.000' North: 709,348.3103' East: 2,442,013.2940' Segment# 3: Line Course: Sl° 12' 43.00"W Length: 100.000' North: 709,248.3326' East: 2,442,011.1789' Segment# 4: Line Course: N88' 47' 15.48"W Length: 50.000' North: 709,249.3905' East: 2,441,961.1901' Perimeter: 300.000' Area: 5,000.00Sq.Ft. Error Closure: 0,0000 Course: NO' 00' 00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 10 - BLOCK 10 LOT 29 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,251.4019' East:2,441,866.1475' Segment# 1: Line Course: N24° 52' 32.58"E North: 709,355.5783' Segment# 2: Curve Length: 27.085' Delta: 22.1690 (d) Chord: 26.916' Course In: N23 22' 53.02"E Length: 114.830' East: 2,441,914.4509' Radius: 70.000' Tangent: 13.714' Course: S77° 42' 11.23"E Course Out: Sl° 12' 44.52"W RP North: 709,419.8301' End North: 709,349.8458' Segment# 3: Line Course: S88° 47' 15.48"E North: 709,349.3684' Segment# 4: Line Course: S1° 12' 43.00"W North: 709,249.3908' Segment# 5: Line Course: N88' 47' 15.48"W North: 709,251.4022' Perimeter: 359.539' Error Closure: 0.0003 Error North: 0.00027 Precision 1: 1,198,466.667 East: 2,441,942.2303' East: 2,441,940.7493' Length: 22.561' East: 2,441,963.3052' Length: 100.000' East: 2,441,961.1901' Length: 95.064' East: 2,441,866.1474' Area: 7,366.06Sq.Ft. Course: N9° 30' 00.49"W East:-0.00004 Parcel Name: BLOCK 10 - BLOCK 10 LOT 30 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,355.5780' East:2,441,914.4507' Segment# 1: Line Course: S24° 52' 32.58"W North: 709,251.4017' Segment# 2: Line Course: N88° 47' 15.48"W North: 709,253.4183' Segment# 3: Line Course: NO' 28' 17.00"E North: 709,304.1716' Length: 114.830' East: 2,441,866.1473' Length: 95.313' East; 2,441,770.8557' Length: 50.755' East: 2,441,771.2732' Segment# 4: Line Course: N55° 55' 26.17"E North: 709,380.5989' Segment# 5: Curve Length: 39.745' Delta: 32.5320 (d) Chord: 39.214' Course In: N55° 54' 48.15"E RP North: 709,419.8301' End North: 709,355.5783' Perimeter: 437.049' Error Closure: 0.0008 Error North: 0.00027 Precision 1: 546,311.250 Length: 136.406' East: 2,441,884.2576' Radius: 70.000' Tangent: 20.424' Course: S50° 21' 09.41"E Course Out: S23° 22' 53.02"W East: 2,441,942.2310' East: 2,441,914.4515' Area: 11,128.64Sq.Ft. Course: N70° 14' 02.02"E East: 0.00074 Parcel Name: BLOCK 10 - BLOCK 10 LOT 31 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,3 80.5987' East:2,441,884.2568' Segment# 1: Line Course: S55° 55' 26.17"W North: 709,304.1713' Segment# 2: Line Course: NO' 28' 17.00"E North: 709,410.8227' Segment# 3: Line Course: N87° 40' 35.52"E North: 709,414.8905' Segment# 4: Curve Length: 136.406' East: 2,441,771.2725' Length: 106.655' East: 2,441,772.1500' Length: 100.337' East: 2,441,872.4045' Length: 36.701' Delta: 30.0406 (d) Chord: 36.283' Course In: N85° 57' 14.26"E RP North: 709,419.8295' End North: 709,380.5983' Perimeter: 380.099' Error Closure: 0.0004 Error North: -0.00031 Precision 1: 950,247.500 Radius: 70.000' Tangent: 18.783' Course: S19° 03' 58.79"E Course Out: S55° 54' 48.15"W East: 2,441,942.2300' East: 2,441,884.2566' Area: 7,676.44Sq.Ft. Course: S32° 57' 43.80"W East:-0.00020 Parcel Name: BLOCK 10 - BLOCK 10 LOT 32 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,414.8908' East:2,441,872.4047' Segment# 1: Line Course: S87° 40' 35.52"W Length: 100.337' North: 709,410.8230' East: 2,441,772.1502' Segment# 2: Line Course: NO' 28' 17.00"E Length: 54.892' North: 709,465.7132' East: 2,441,772.6018' Segment# 3: Line Course: S89° 31' 43.00"E Length: 100.000' North: 709,464.8904' East: 2,441,872.5984' Segment# 4: Line Course: SO' 28' 17.00"W Length: 44.487' North: 709,420.4050' East: 2,441,872.2324' Segment# 5: Curve Length: 5.519' Radius: 70.000' Delta: 4.5174 (d) Tangent: 2.761' Chord: 5.518' Course In: S89° 31' 43.00"E RP North: 709,419.8290' End North: 709,414.8900' Perimeter: 305.235' Error Closure: 0.0008 Error North: -0.00080 Precision 1: 381,543.750 Course: S1° 47' 14.37"E Course Out: S85° 57' 14.26"W East: 2,441,942.2300' East: 2,441,872.4045' Area: 5,245.54Sq.Ft. Course: SlY 48' 48.07"W East:-0.00020 Parcel Name: BLOCK 10 -BLOCK 10 LOT 33 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,464.8908' East:2,441,872.5986' Segment# 1: Line Course: N890 31' 43.00"W Length: 100.000' North: 709,465.7135' East: 2,441,772.6020' Segment# 2: Line Course: NO' 28' 17.0011E Length: 60.000' North: 709,525.7115' East: 2,441,773.0956' Segment# 3: Line Course: S89° 31' 43.00"E Length: 100.000' North: 709,524.8888' East: 2,441,873.0922' Segment# 4: Line Course: SO' 28' 17.00"W Length: 60.000' North: 709,464.8908' East: 2,441,872.5986' Perimeter: 320.000' Area: 6,OOO.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 320,000,000.000 Parcel Name: BLOCK 10 - BLOCK 10 LOT 34 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,524.8888' East:2,441,873.0922' Segment# 1: Line Course: N89° 31' 43.00"W Length: 100.000' North: 709,525.7115' East: 2,441,773.0956' Segment# 2: Line Course: NO' 28' 17.00"E Length: 50.000' North: 709,575.7098' East: 2441,773.5070' Segment# 3: Line Course: S89° 31' 43.00"E Length: 100.000' North: 709,574.8871' East: 2,441,873.5036' Segment# 4: Line Course: SO' 28' 17.00"W Length: 50.000' North: 709,524.8888' East: 2,441,873.0922' Perimeter:. 300.000' Area: S,OOO.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 10 - BLOCK 10 LOT 35 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,574.8871' East:2,441,873.5036' Segment# 1: Line Course: N89 31' 43.00"W Length: 100.000' North: 709,575.7098' East: 2,441,773.5070' Segment# 2: Line Course: NO' 28' 17.00"E Length: 50.000' North: 709,625.7081' East: 2,441,773.9183' Segment# 3: Line Course: S89° 31' 43.00"E Length: 100.000' North: 709,624.8854' East: 2,441,873.9149' Segment# 4: Line Course: SO' 28' 17.00"W Length: 50.000' North: 709,574.8871' East:. 2,441,873.5036' Perimeter: 300.000' Area: 5,000.00Sq.Ft. Error Closure: 0.0000 Coarse: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 10 - BLOCK 10 LOT 36 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,624.8854' East: 2,441,873.9149' Segment# 1: Line Course: N89° 31' 43.00"W North: 709,625.7081' Segment# 2: Line Course: NO' 28' 17.00"E North: 709,690.7069' Segment# 3: Line Course: S89° 31' 46.73"E North: 709,689.9927' Length: 100.000' East: 2,441,773.9183' Length: 65.001' East: 2,441,774.4531' Length: 87.000' East: 2,441,861.4502' Segment# 4: Line Course: S440 31' 44.86"E North: 709,676.8961' Segment# 5: Line Course: SO° 28' 17.00"W North: 709,624.8859' Perimeter: 322.388' Error Closure: 0.0006 Error North: 0.00053 Precision 1: 537,313.333 Length: 18.385' East: 2,441, 874.3431' Length: 52.002' East: 2,441,873.9152' Area: 6,415.67Sq.Ft. Course: N27° 49' 30.50"E East: 0.00028 Parcel Name: BLOCK 11 - BLOCK 11 LOT 10 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,738.2668' East:2,442,071.8631' Segment# 1: Line Course: NO° 28' 13.27"E North: 709,838.2634' Segment# 2: Line Course: S890 31' 46.73"E North: 709,837.8530' Segment# 3: Line Course: SO° 28' 13.27"W North: 709,737.8564' Segment# 4: Line Course: N890 31' 46.73"W North: 709,738.2668' Perimeter: 300.000' Error Closure: 0.0000 Length: 100.000, East: 2,442,072.6840' Length: 50.000' East: 2,442,122.6823' Length: 100.000' East: 2,442,121.9614' Length: 50.000' East: 2,442,071.8631' Area: 5,000.00Sq.Ft. Course: NO° 00, 00.00"E Error North 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 11 - BLOCK 11 LOT 11 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,737.8564' East: 2,442,121.8614' Segment# 1: Line Course: NO' 28' 13.27"E North: 709,837.8530' Segment# 2: Line Course: S89° 31' 46.73"E North: 709,837.0498' Segment# 3: Line Course: S240 36' 13.03"W North: 709,731.3233' Segment# 4: Curve Length: 29.491' Delta: 24.1385 (d) Chord: 29.273' Course In: S24° 36' 31.97"W RP North: 709,667.6813' End North: 709,737.6789' Segment# 5: Line Course: N89° 31' 46.73"W North: 709,737.8568' Perimeter: 365.279' Error Closure: 0.0004 Error North: 0.00042 Length: 100.000' East: 2,442,122.6823' Length: 97.837' East: 2,442,220.5160' Length: 116.284' East: 2,442,172.1026' Radius: 70.000' Tangent: 14.967' Course: N77° 27' 37.38"W Course Out: NO' 28' 13.27"E East: 2,442,142.9531' East: 2,442,143.5277' Length: 21.667' East: 2,442,121.9614' Area: 7,609.33Sq.Ft. Course: N1038' 54.49"W East:-0.00001 Precision 1: 913,197.500 Parcel Name: BLOCK 11 - BLOCK 11 LOT 12 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,731.3229' East:2,442,172.1022' Segment# 1: Line Course: N24° 36' 13.03"E North: 709,837.0494' Segment# 2: Line Course: S89a 31' 46.73"E North: 709,836.5455' Segment# 3: Line Course: S17° 21' 17.55"E North: 709,748.1343' Segment# 4: Line Course: S64° 13' 11.66"W North: 709,698.1248' Segment# 5: Curve Length: 48.394' Delta: 39.6110 (d) Chord: 47.436' Course In: S64° 13' 11.66"W RP North: 709,667.6806' End North: 709,731.3226' Perimeter: 433.676' Error Closure: 0.0006 Error North: -0.00029 Precision 1: 722,791.667 Length: 116.284' East: 2,442,220.5157' Length: 61.383' East: 2,442,281.8966' Length: 92.628' East: 2,442,309.5266' Length: 114.986' East: 2,442,205.9851' Radius: 70.000' Tangent: 25.209' Course: N45° 35' 08.19"W Course Out: N24° 36' 31.97"E East: 2,442,142.9522' East: 2,442,172.1018' Area: 11,998.43 Sq.Ft. Course: S58° 27' 09.23"W East:-0.00047 Parcel Name: BLOCK 11 - BLOCK 11 LOT 13 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,698.1251' East:2,442,205.9856' Segment# 1: Line Course: N64° 13' 11.66"E North: 709,748.1346' Segment# 2: Line Course: S17' 21' 17.55"E North: 709,699.3113' Segment# 3: Line Course: S64° 13' 11.66"W North: 709,652.5611' Segment# 4: Line Course: N25° 46' 48.34"W North: 709,698.1248' Perimeter: 324.229' Error Closure: 0.0007 Error North: -0.00028 Precision 1: 463,185.714 Length: 114.986' East: 2,442,309.5271' Length: 51.152' East: 2,442,324.7851' Length: 107.492' East: 2,442,227.9918' Length: 50.600' East: 2,442,205.9850' Area: 5,628.66Sq.Ft. Course: S67° 04' S9.86"W East:-0.00066 Parcel Name: BLOCK 11 - BLOCK 11 LOT 14 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,652.5616' East:2,442,227.9924' Segment# 1: Line Course: N64° 13' 11.66"E Length: 107.492' North: 709,699.3118' East: 2,442,324.7857' Segment# 2: Line Course: S17° 21' 17.55"E North: 709,680.4294' Segment# 3: Line Course: S22° 40' 26.55"E North: 709,652.3098' Segment# 4: Line Course: S64° 13' 11.66"W North: 709,607.5384' Segment# 5: Line Course: N25° 46' 48.34"W North: 709,652.5619' Perimeter: 310.691' Error Closure: 0.0003 Error North: 0.00031 Precision 1: 1,035,640.000 Length: 19.783' East: 2,442,330.6867' Length: 30.475' East: 2,442,342.4345' Length: 102.942' East: 2,442,249.7383' Length: 50.000' East: 2,442,227.9924' Area: 5,232.88Sq.Ft. Course: N4° 49' 28.61 "E East: 0.00003 Parcel Name: BLOCK 11 - BLOCK 11 LOT 15 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,607.5381' East:2,442,249.7383' Segment# 1: Line Course: N64° 13' 11.66"E North: 709,652.3095' Segment# 2: Line Coarse: S22° 40' 26.55"E North: 709,606.1055' Segment# 3: Line Length: 102.942' East: 2,442,342.4345' Length: 50.074' East: 2,442,361.7374' Course: S64° 13' 11.66"W North: 709,562.5145' Segment# 4: Line Course: N25° 46' 48.34"W North: 709,607.5380' Perimeter: 303.244' Error Closure: 0.0009 Error North :-0.00006 Precision 1: 336,937.778 Length: 100.228' East: 2,442,271.4851' Length: 50.000' East: 2,442,249.7392' Area: 5,079.25Sq.Ft. Course: S86° 16' 13.17"E East: 0.00089 Parcel Name: BLOCK 11 - BLOCK 11 LOT 16 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,562.5146' East:2,442,271.4842' Segment# 1: Line Course: N64° 13' 11.66"E Length: 100.228' North: 709,606.1056' East: 2,442,361.7365' Segment# 2: Line Course: S22° 40' 26.55"E Length: 2.892' North: 709,603.4371' East: 2,442,362.8513' Segment# 3: Line Course: S19° 17' 11.55"E Length: 57.482' North: 709,549.1811' East: 2,442,381.8372' Segment# 4: Line Course: S64° 13' 11.66"W Length: 93.571' North: 709,508.4853' East: 2,442,297.5793' Segment# 5: Line Course: N25° 46' 48.34"W Length: 60.000' North: 709,562.5135' East: 2,442,271.4842' Perimeter: 314.173' Error Closure: 0.0011 Error North :-0.00107 Precision 1: 285,611.818 Area: 5,818.90Sq.Ft. Course: S20 31' 28.47"E East: 0.00005 Parcel Name: BLOCK 11 - BLOCK 11 LOT 17 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,508.4864' East:2,442,297.5793' Segment# 1: Line Course: N64 13' 11.66"E North: 709,549.182l' Segment# 2: Line Course: S19° 17' 11.55"E North: 709,513.8735' Segment# 3: Line Course: S25° 19' 08.55"E North: 709,488.4891' Segment# 4: Line Course: S64° 13' 11.66"W North: 709,449.7313' Segment# 5: Line Course: N25° 46' 48.34"W North: 709,508.4861' Perimeter: 313.425' Error Closure: 0.0005 Error North :-0.00031 Precision 1: 626,850.000 Length: 93.571' East: 2,442,381.8372' Length: 37.408' East: 2,442,394.1928' Length: 28,082' East: 2,442,406.2023' Length: 89.115' East: 2,442,325.9569' Length: 65.249' East: 2,442,297.5789' Area: 5,904.85Sq.Ft. Course: S52° 25' 48.44"W East:-0.00040 Parcel Name: BLOCK 11 - BLOCK 11 LOT 18 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,449.7315' East:2,442,325.9574' Segment# 1: Line Course: N64° 13' 11.66"E North: 709,488.4892' Segment# 2: Line Course: S25° 19' 08.55"E North: 709,434.2510' Segment# 3: Line Course: S64° 13' 11.66"W North: 709,395.7033' Segment# 4: Line Course: N25° 46' 48.34"W North: 709,449.7315' Perimeter: 297.748' Error Closure: 0.0002 Error North : 0.00002 Precision 1: 1,488,745.000 Length: 89.115' East: 2,442,406.2027' Length: 60.002' East: 2,442,431.8631' Length: 88.632' East: 2,442,352.0526' Length: 60.000' East: 2,442,325.9575' Area: 5,332.39Sq.Ft. Course: N82° 17' 47.12"E East: 0.00018 Parcel Name: BLOCK 11 - BLOCK 11 LOT 19 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,395.7033' East:2,442,352.0525' Segment# 1: Line Course: N64° 13' 11.66"E Length: 88.632' North: 709,434.2509' Segment# 2: Line Course: S25° 19' 08.55"E North: 709,400.7364' Segment# 3: Line Course: S39° 16' 12.55"E North: 709,382.4854' Segment# 4: Line Course: S64° 13' 11.66"W North: 709,341.6757' Segment# 5: Line Course: N25° 46' 48.34"W North: 709,395.7039' Perimeter: 303.116' Error Closure: 0.0006 Error North: 0.00063 Precision 1: 505,193.333 East: 2,442,431.8629' Length: 37.076' East: 2,442,447.718 8' Length: 23.575' East: 2,442,462.6412' Length: 93.833' East: 2,442,378.1474' Length: 60.000' East: 2,442,352.0523' Area: 5,368.57Sq.Ft. Course: NI l° 58' 32.00"W East:-0.00013 Parcel Name: BLOCK 11 - BLOCK 11 LOT 20 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,341.675l' East:2,442,378.1476' Segment# 1: Line Course: N64° 13' 11,6611E North: 709,382.4848' Segment# 2: Line Course: S39° 16' 12.55"E North: 709,326.4263' Length: 93.833' East: 2,442,462.6414' Length: 72.411' East: 2,442,508.4759' Segment# 3: Line Course: S74° 23' 47.95"W North: 709,295.1296' Segment# 4: Curve Length: 45.318' Delta: 9.6303 (d) Chord: 45.265' Course In: S73° 51' 00.91"W RP North: 709,220.1352' End North: 709,337.3978' Segment# 5: Line Course: N25° 46' 48.34"W North: 709,341.6751' Perimeter: 332.668' Error Closure: 0.0000 Error North :-0.00002 Precision 1: 332,667,000.000 Length: 116.355' East: 2,442,396.4089' Radius: 269.620' Tangent: 22.713' Course: N20° 57' 53.72"W Course Out: N64° 13' 11.66"E East: 2,442,137.4287' East: 2,442,380.2134' Length: 4.750' East: 2,442,378.1475' Area: 6,159.70Sq.Ft. Course: S61 01' 11.19"W East:-0.00003 Parcel Name: BLOCK 11 - BLOCK 11 LOT 21 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,295.1292' East:2,442,396.4092' Segment# 1: Line Course: N74° 23' 47.95"E North: 709,326.4260' Segment# 2: Line Course: S39° 16' 12.55"E North: 709,323.3037' Segment# 3: Line Course: S39° 39' 32.55"E Length: 116.355' East: 2,442,508.4761' Length: 4.033' East: 2,442,511.0289' Length: 55.620' North: 709,280.4843' Segment# 4: Line Course: S76° 12' 44.52"W North: 709,246.6250' Segment# 5: Line Course: N13° 47' 15.48"W North: 709,284.3915' Segment# 6: Curve Length: 11.116' Delta: 2.3621 (d) Chord: 11.115' Course In: S76° 12' 44.52"W RP North: 709,220.1346' End North: 709 295.1290' Perimeter: 368.083' Error Closure: 0.0004 Error North: -0.00020 Precision 1: 920,210.000 East: 2,442, 546.5266' Length: 142.073' East: 2,442,408.5473' Length: 38.887' East: 2,442,399.2796' Radius: 269.620' Tangent: 5.559' Course: N14 58' 07.28"W Course Out: N73° 51' 00.91 "E East: 2,442,137.4285' East: 2,442,396.4088' Area: 6,715.83Sq.Ft. Course: S63° 26' 08.00"W East:-0.00040 Parcel Name: BLOCK 11 - BLOCK 11 LOT 22 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,246.6251' East:2,442,408.5477' Segment# 1: Line Course: N76° 12' 44.52"E North: 709,280.4844' Segment# 2: Line Course: S39° 39' 32.55"E North: 709,254.7482' Length: 142.073' East: 2,442,546.5270' Length: 33.430' East: 2,442,567.8626' Segment# 3: Line Course: S45° 22' 34.60"E North: 709,253.5119' Segment# 4: Line Course: N88° 47' 56.56"W North: 709,253.8497' Segment# 5: Line Course: SO' 30' 03.45"W North: 709,230.5516' Segment# 6: Line Course: S76° 12' 44.52"W North: 709,198.0659' Segment# 7: Line Course: N13° 47' 15.48"W North: 709,246.6252' Perimeter: 402.939' Error Closure: 0.0002 Error North: 0.00010 Precision 1: 2,014,700.000 Length: 1.760' East: 2,442,569.1153' Length: 16.070' East: 2,442,553.0488' Length: 23.298' East: 2,442,552.8451' Length: 136.309' East: 2,442,420.4637' Length: 50.000' East: 2,442,408.5476' Area: 7,248.16Sq.Ft. Course: N61° 53' 22.86"W East:-0.00018 Parcel Name: BLOCK 11 - BLOCK 11 LOT 23 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,198.0658' East:2,442,420.4639' Segment# 1: Line Course: N76° 12' 44.52"E North: 709,230.5515' Segment# 2: Line Course: SO° 30' 03.45"W Length: 136.309' East: 2,442,552.8453' Length: 93.691' North: 709,136.8640' Segment# 3: Line Course: N88° 47' 15.48"W North: 709,139.2628' Segment# 4: Line Course: N43° 47' 15.48"W North: 709,152.5351' Segment# 5: Line Course: Nl° 12' 44.52"E North: 709,157.3890' Segment# 6: Curve Length: 32.725' Delta: 15.0000 (d) Chord: 32.632' Course In: N88° 47' 15.48"W RP North: 709,160.0338' End North: 709,189.8243' Segment# 7: Line Course: N13° 47' 15.48"W North: 709,198.0658' Perimeter: 407.822' Error Closure: 0.0001 Error North: -0.00003 Precision 1: 4,078,230.000 East: 2,442,552.0261' Length: 113.372' East: 2,442,438.6795' Length: 18.385' East: 2,442,425.9573' Length: 4.855' East: 2,442,426.0600' Radius: 125.000' Tangent: 16.457' Course: N6° 17' 15.48"W Course Out: N76° 12' 44.52"E East: 2,442,301.0880' East: 2,442,422.4862' Length: 8.486' East: 2,442,420.4638' Area: 9,694.72Sq.Ft. Course: S76° 58' 07.46"W East:-0.00011 Parcel Name: BLOCK 11 - BLOCK 11 LOT 3 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,840,8904' East:2,441,752,6948' Segment# 1: Line Course: NO' 28' 13.27E Length: 20.000' North: 709,860.8897' East: 2,441,752.8590' Segment# 2: Line Course: S89° 31' 47.00"E Length: 522.789' North: 709,856.5987' East: 2,442,275.6304' Segment# 3: Line Course: S17° 21' 17.55"E Length: 21.010' North: 709,836.5452' East: 2,442,281.8974' Segment# 4: Line Course: N89° 31' 46.73"W Length: 61.383' North: 709,837.0491' East: 2,442,220.5165' Segment# 5: Line Course: N89° 31' 46.73"W Length: 97.837' North: 709,837.8523' East: 2,442,122.6828' Segment# 6: Line Course: N89° 31' 46.73"W Length: 50.000' North: 709,838.2627' East: 2,442,072.6845' Segment# 7: Line Course: N89° 31' 46.73"W Length: 50.000' North: 709,838.6732' East: 2,442,022.6862' Segment# 8: Line Course: N89° 31' 46.73"W Length: 60.000' North: 709,839.1657' East: 2,441,962.6882' Segment# 9: Line Course: N89° 31' 46.73"W Length: 50.000' North: 709,839.5762' East: 2,441,912.6899' Segment# 10: Line Course: N89° 31' 46.73"W Length: 50.000' North: 709,839.9866' Segment# 11: Line Course: N89° 31' 46.73"W North: 709,840.4792' Segment# 12: Line Course: N89° 31' 46.73"W North: 709,840.8896' Perimeter: 1,093.019' Error Closure: 0.0009 Error North: -0.00073 Precision 1: 1,214,465.556 East: 2,441, 862.6916' Length: 60.000' East: 2,441, 802.6936' Length: 50.000' East: 2,441,752.6953' Area: 10,520.51 Sq.Ft. Course: S32° 16' 17.26"E East: 0.00046 Parcel Name: BLOCK 11 - BLOCK 11 LOT 4 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,840.4799' East: 2,441,802.6931' Segment# 1: Line Course: SO' 28' 13.27"W Length: 100.000' North: 709,740.4833' East: 2,441,801.8722' Segment# 2: Line Course: N89° 31' 46.73"W Length: 50.000' North: 709,740.8937' East: 2,441,751.8739' Segment# 3: Line Course: NO° 28' 13.27"E Length: 100.000' North: 709,840.8904' East: 2,441,752.6948' Segment# 4: Line Course: S890 31' 46.73"E Length: 50.000' North: 709,840.4799' East: 2,441,802.6931' Perimeter: 300.000' Error Closure: 0.0000 Error North: 0.00000 Precision 1: 300,000,000.000 Area: 5,000.00Sq.Ft. Course: NO' 00' 00.00"E East: 0.00000 Parcel Name: BLOCK 11 - BLOCK 11 LOT 5 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,740.4833' East:2,441,801.8722' Segment# 1: Line Course: NO' 28' 13.27"E Length: 100.000' North: 709,840.4799' East: 2,441,802.6931' Segment# 2: Line Course: S89° 31' 46.73"E Length: 60.000' North: 709,839.9874' East: 2,441,862.6911' Segment# 3: Line Course: SO' 28' 13.27"W Length: 100.000' North: 709,739.9907' East: 2,441,861.8702' Segment# 4: Line Course: N89° 31' 46.73"W Length: 60.000' North: 709,740.4833' East: 2,441,801.8722' Perimeter: 320.000' Area: 6,000.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 320,000,000.000 Parcel Name: BLOCK 11 - BLOCK 11 LOT 6 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,739.9907' East:2,441,861.8702' Segment# 1: Line Course: NO° 28' 13.27"E Length: 100.000' North: 709,839.9874' East: 2,441,862.6911' Segment# 2: Line Course: S89° 31' 46.73"E Length: 50.000' North: 709,839.5769' East: 2,441,912.6894' Segment# 3: Line Course: SO' 28' 13.27"W Length: 100.000' North: 709,739.5803' East: 2,441,911.8685' Segment# 4: Line Course: N89° 31' 46.7311W Length: 50.000' North: 709,739.9907' East: 2,441,861.8702' Perimeter: 300.000' Area: 5,000.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 11 - BLOCK 11 LOT 7 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,73 9.5 803' East:2,441,911.8685' Segment# 1: Line Course: NO' 28' 13.27"E North: 709,839.5769' Segment# 2: Line Course: S89° 31' 46.73"E Length: 100.000' East: 2,441,912.6894' Length: 50.000' North: 709,839.1664' Segment# 3: Line Course: SO' 28' 13.27"W North: 709,739.1698' Segment# 4: Line Course: N89° 31' 46.73"W North: 709,739.5803' Perimeter: 300.000' Error Closure: 0.0000 Error North: 0.00000 Precision 1: 300,000,000.000 East: 2,441,962.6877' Length: 100.000' East: 2,441,961.8668' Length: 50.000' East: 2,441,911.8685' Area: 5,000,OOSq.Ft. Course: NO' 00' 00.00"E East: 0.00000 Parcel Name: BLOCK 11 - BLOCK 11 LOT 8 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,739.1698' East:2,441,961.8668' Segment# 1: Line Course: NO' 28' 13.27"E Length: 100.000' North: 709,839.1664' East: 2,441,962.6877' Segment# 2: Line Course: S89° 31' 46.73"E Length: 60.000' North: 709,838.6739' East: 2,442,022.6857' Segment# 3: Line Course: SO' 28' 13.27W Length: 100.000' North:709,738.6773' East: 2,442,021.8648' Segment# 4: Line Course: N89° 31' 46.73"W Length: 60.000' North: 709,739.1698' East: 2,441,961.8668' Perimeter: 320.000' Error Closure: 0.0000 Error North : 0.00000 Precision 1: 320,000,000.000 Area: 6,OOO.00Sq.Ft. Course: NO' 00' 00.00"E East: 0.00000 Parcel Name: BLOCK 11 - BLOCK 11 LOT 9 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,738.6773' East:2,442,021.8648' Segment# 1: Line Course: NO' 28' 13.27"E Length: 100.000' North: 709,838.6739' East: 2,442,022.6857' Segment# 2: Line Course: S89° 31' 46.73"E Length: 50.000' North: 709,838.2634' East: 2,442,072.6840' Segment# 3: Line Course: SO' 28' 13.27"W Length: 100.000' North: 709,738.2668' East: 2,442,071.8631' Segment# 4: Line Course: N89° 31' 46.73"W Length: 50.000' North: 709,738.6773' East: 2,442,021.8648' Perimeter: 300.000' Area: 5,OOO.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 13 - BLOCK 13 LOT 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,587.9189' East:2,442,113.6270' Segment# 1: Line Course: NO' 28' 17.44"E Length: 100.000' North: 709,687.9155' East: 2,442,114.4500' Segment# 2: Line Course: S89° 31' 46.73"E Length: 28.668' North: 709,687.6802' East: 2,442,143.1170' Segment# 3: Curve Length: 22.253' Radius: 20.000' Delta: 63.7496 (d) Tangent: 12.437' Chord: 21.123' Course: S57° 39' 17.53"E Course In: SO' 28' 13.27"W Course Out: N64° 13' 11.66"E RP North: 709,667.6808' East: 2,442,142.9528' End North:709,676.3792' East: 2,442,160.9622' Segment# 4: Line Course: S25° 46' 48.34"E Length: 99.062' North: 709,597.1769' East: 2,442,204.0461' Segment# 5: Line Course: N89° 31' 46.73"W Length: 90.422' North: 709,587.9191' East: 2,442,113.6271' Perimeter: 340.405' Area: 6,550.13Sq.Ft. Error Closure: 0.0003 Course: N23° 02' 13.68"E Error North: 0.00025 East: 0.00011 Precision 1: 1,134,683.333 Parcel Name: BLOCK 13 - BLOCK 13 LOT 10 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,396.6547' Segment# 1: Line Course: NO' 28' 17.44"E North: 709,496.6593' Segment# 2: Line Course: S88° 47' 15.48"E North: 709,495.8479' Segment# 3: Line Course: N79° 13' 11.66"E North: 709,498.0703' Segment# 4: Line Course: SO' 28' 17.44"W North: 709,396.4367' Segment# 5: Curve Length: 12.973' Delta: 7.4329 (d) Chord: 12.964' Course In: N6° 13' 13.99"W RP North: 709,495.8480' End North: 709,395.8703' Segment# 6: Line Course: N88° 47' 15.48"W North: 709,396.6544' Perimeter: 301.907' Error Closure: 0.0004 Error North :-0.00029 Precision 1: 754,767.500 East:2,442,092.0523' Length: 100,008' East: 2,442,092.8753' Length: 38.350' East: 2,442,131.2167' Length: 11.882' East: 2,442,142.8890' Length: 101.637' East: 2,442,142.0526' Radius: 100.000' Tangent: 6.496' Course: S87° 29' 45.27"W Course Out: S1° 12' 44.52"W East: 2,442,131.2170' East: 2,442,129.1012' Length: 37.057' East: 2,442,092.0525' Area: 5,011.18Sq.Ft. Course: S34° 10' 08.86"E East: 0.00020 Parcel Name: BLOCK 13 - BLOCK 13 LOT 11 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,396.43 70' East:2,442,142.0522' Segment# 1: Line Course: NO' 28' 17.44"E North:. 709,498.0706' Segment# 2: Line Course: N79° 13' 11.66"E North: 709,507.6059' Segment# 3: Line Course: SO' 28' 17.44"W North: 709,405.6493' Segment# 4: Line Course: S79° 13' 11.66"W North: 709,397.6128' Segment# 5: Curve Length: 7.958' Delta: 4.5595 (d) Chord: 7.956' Course In: N10° 46' 48.34"W RP North: 709,495.8480' End North: 709,396.4368' Perimeter: 305.502' Error Closure: 0.0006 Error North :-0.00022 Precision 1: 509,170.000 Length:101.637' East: 2,442,142.8886' Length: 50.980' East: 2,442,192.9689' Length: 101.960' East: 2,442,192.1299' Length: 42.967' East: 2,442,149.9212' Radius: 100.000' Tangent: 3.981' Course: 881' 29' 58.84"W Course Out: S6° 13' 13.99"E East: 2,442,131.2171' East: 2,442,142.0527' Area: 5,097.14Sq.Ft. Course: S66° 49' 22.15"E East: 0.00052 Parcel Name: BLOCK 13 - BLOCK 13 LOT 12 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,405.6496' East:2,442,192.1297' Segment# 1: Line Course: NO' 28' 17.44"E North: 709,507.6062' Segment# 2: Line Course: N79° 13' 11.66"E North: 709,516.2388' Segment# 3: Line Course: S25° 46' 48.34"E North: 709,441.0019' Segment# 4: Line Course: S19° 13' 11.66"W North: 709,423.6416' Segment# 5: Line Course: S64° 13' 11.66"W North: 709,422.2690' Segment# 6: Curve Length: 19.635' Delta: 15.0000 (d) Chord: 19.579' Course In: N25° 46' 48.34"W RP North: 709,489.8043' End North: 709,416.1278' Segment# 7: Line Course: S79° 13' 11,66"W North: 709,405.6497' Perimeter: 328.864' Error Closure: 0.0001 Length: 101.960' East: 2,442,192.9688' Length: 46.154' East: 2,442,238.3083' Length: 83.553' East: 2,442,274.6470' Length: 18.385' East: 2,442,268.5948' Length: 3.156' East: 2,442,265.7529' Radius: 75.000' Tangent: 9.874' Course: S71° 43' 11.66"W Course Out: S10° 46' 48.34"E East: 2,442,233.1340' East: 2,442,247.1620' Length: 56.021' East: 2,442,192.1297' Area: 6,770.37Sq.Ft. Course: N73° 48' 37.49"W Error North: 0.00002 East:-0.00008 Precision 1: 3,288,640.000 Parcel Name: BLOCK 13 - BLOCK 13 LOT 2 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,588.4114' East:2,442,053.6291' Segment# 1: Line Course: NO' 28' 17.44"E Length: 100.000' North: 709,688.4081' East: 2,442,054.4520' Segment# 2: Line Course: S89° 31' 46.73"E Length: 60.000' North: 709,687.9155' East: 2,442,114.4500' Segment# 3: Line Course: SO' 28' 17.44"W Length: 100.000' North: 709,587.9189' East: 2,442,113.6270' Segment# 4: Line Course: N89° 31' 46.73"W Length: 60.000' North: 709,588.4114' East: 2,442,053.6291' Perimeter: 320.000' Area: 6,OOO.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 320,000,000.000 Parcel Name: BLOCK 13 - BLOCK 13 LOT 3 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,588.9040' East:2,441,993.6311' Segment# 1: Line Course: NO' 28' 17.44"E Length: 100,000' North: 709,688.9006' East: 2,441,994.4540' Segment# 2: Line Course: S89° 31' 46.73"E Length: 60.000' North: 709,688.4081' East: 2,442,054.4520' Segment# 3: Line Course: SO' 28' 17.44"W Length: 100.000' North: 709,588.4114' East: 2,442,053.6291' Segment# 4: Line Course: N89° 31' 46.73"W Length: 30.000' North: 709,588.6577' East: 2,442,023,6301' Segment# 5: Line Course: N89° 31' 46.73"W Length: 30,000' North: 709,588.9040' East: 2,441,993.6311' Perimeter: 320.000' Area: 6,OOO.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 320,000,000.000 Parcel Name: BLOCK 13 - BLOCK 13 LOT 4 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,588.9040' East:2,441,993.6311' Segment# 1: Line Course: N89° 31' 46.73"W North: 709,589.4787' Segment# 2: Line Length: 70.008' East: 2,441,923.6254' Course: NO' 28' 17.00"E North: 709,676.4757' Segment# 3: Line Course: N45° 28' 15.14"E North: 709,689.3686' Segment# 4: Line Course: S89° 31' 46.73"E North: 709,688.9006' Segment# 5: Line Course: SO' 28' 17.44"W North: 709,588.9040' Perimeter: 332.402' Error Closure: 0.0008 Error North : 0.00003 Precision 1: 415,502.500 Length: 87.000' East: 2,441,924.3412' Length: 18.385' East: 2,441,937.4478' Length: 57.009' East: 2,441,994.4548' Length: 100.000' East: 2,441,993.6319' Area: 6,916.32Sq.Ft. Course: N87° 40' 52.9111E East: 0.00083 Parcel Name: BLOCK 13 - BLOCK 13 LOT 5 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,5 8 8.6577' East:2,442,023.6301' Segment# 1: Line Course: SO' 28' 17.44"W North: 709,528.6597' Segment# 2: Line Course: N89° 31' 42.56"W North: 709,529.4827' Segment# 3: Line Course: NO' 28' 17.00"E North: 709,589.4787' Length: 60.000' East: 2,442,023.1363' Length: 100.008' East: 2,441,923.1317' Length: 59.998' East: 2,441,923.6253' Segment# 4: Line Course: S89° 31' 46.73"E North: 709,588.9040' Segment# 5: Line Course: S89° 31' 46.73"E North: 709,588.6577' Perimeter: 320.014' Error Closure: 0.0001 Error North: 0.00002 Precision 1: 3,200,140.000 Length: 70.008' East: 2,441,993.6309' Length: 30.000' East: 2,442,023.6299' Area: 6,000.38Sq.Ft. Course: N79° 50' S4.57"W East:-0.00013 Parcel Name: BLOCK 13 - BLOCK 13 LOT 6 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,500.2570' East:2,441,922.8913' Segment# 1: Line Course: NO' 28' 1TOWE Length: 29.227' North: 709,529.4830' East: 2,441,923.1317' Segment# 2: Line Course: S890 31' 42.56"E Length: 100.008' North: 709,528.6600' East: 2,442,023.1363' Segment# 3: Line Course: NO' 28' 17.44"E Length: 60.000' North: 709,588.6580' East: 2,442,023.6301' Segment# 4: Line Course: S89° 31' 46.73"E Length: 30.000' North: 709,588.4117' East: 2,442,053.6291' Segment# 5: Line Course: S89° 31' 46.73"E Length: 60.000' North: 709,587.9192' East: 2,442,113.6271' Segment# 6: Line Course: S89° 31' 46.73"E Length: 90.422' North: 709,587.1769' East: 2,442,204.0460' Segment# 7: Line Course: S25° 46' 48.34"E Length: 78.779' North: 709,516.2388' East: 2,442,238.3084' Segment# 8: Line Course: S79° 13' 11.66"W Length: 46.154' North: 709,507.6061' East: 2,442,192.9689' Segment# 9: Line Course: S79° 13' 11.66"W Length: 50.980' North: 709,498.0708' East: 2,442,142.8886' Segment# 10: Line Course: S79° 13' 11.66"W Length: 11.882' North: 709,495.8484' East: 2,442,131.2163' Segment# 11: Line Course: N88° 47' 15.48"W Length: 38.350' North: 709,496.6598' East: 2,442,092.8749' Segment# 12: Line Course: N88° 47' 15.48"W Length: 50.004' North: 709,497.7178' East: 2,442,042.8821' Segment# 13: Line Course: N88° 47' 15.48"W Length: 50.004' North: 709,498.7758' East: 2,441,992.8893' Segment# 14: Line Course: N88° 47' 15.48"W Length: 70.014' North: 709,500.2572' East: 2,441,922.8910' Perimeter: 765.824' Error Closure: 0.0003 Error North : 0.00018 Precision 1: 2,552,746.667 Area: 20,331.58Sq.Ft, Course: N58° 47' S4.29"W East:-0.00029 Parcel Name: BLOCK 13 - BLOCK 13 LOT 7 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:709,498.7757' East:2,441,992.8894' Segment# 1: Line Course: SO' 28' 17.44"W Length: 100.008' North: 709,398.7711' East: 2,441,992.0664' Segment# 2: Line Course: N88° 47' 15.48"W Length: 50.271' North: 709,399.8347' East: 2,441,941.8066' Segment# 3: Curve Length: 31.157' Radius: 20.000' Delta: 89.2590 (d) Tangent: 19.743' Chord: 28.101' Course: N44° 09' 29.24"W Course In: NI' 12' 44.52"E Course Out: N89° 31' 43.00"W RP North: 709,419.8302' East: 2,441,942.2298' End North:709,419.9948' East: 2,441,922.2304' Segment# 4: Line Course: NO' 28' 17.00"E Length: 80.265' North: 709,500.2570' East: 2,441,922.8908' Segment# 5: Line Course: S88° 47' 15.48"E Length: 70.014' North: 709,498.7757' East: 2,441,992.8891' Perimeter: 331.715' Area: 6,918.08Sq.Ft. Error Closure: 0.0002 Error North : 0.00001 Precision 1: 1,658,575.000 Course: N87° 23' 34.86"W East:-0.00022 Parcel Name: BLOCK 13 - BLOCK 13 LOT 8 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,398.7707' East:2,441,992.0663' Segment# 1: Line Course: NO' 28' 17.44"E Length: 100.008' North: 709,498.7753' East: 2,441,992.8893' Segment# 2: Line Course: S88° 47' 15.48"E Length: 50.004' North: 709,497.7173' East: 2,442,042.8822' Segment# 3: Line Course: SO' 28' 17.44"W Length: 100.008' North: 709,397.7127' East: 2,442,042.0592' Segment# 4: Line Course: N88° 47' 15.48"W Length: 50.004' North: 709,398.7707' East: 2,441,992.0663' Perimeter: 300.025' Area: 5,000.42Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 300,024,000.000 Parcel Name: BLOCK 13 - BLOCK 13 LOT 9 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,397.7127' East:2,442,042.0593' Segment# 1: Line Course: NO' 28' 17.44"E Length: 100.008' North: 709,497.7173' East: 2,442,042.8823' Segment# 2: Line Course: S88° 47' 15.48"E Length: 50.004' North: 709,496.6593' East: 2,442,092.8751' Segment# 3: Line Course: SO' 28' 17.44"W Length: 100.008' North: 709,396.6547' East: 2,442,092.0521' Segment# 4: Line Course: N88° 47' 15.48"W Length: 50.004' North: 709,397.7127' East: 2,442,042.0593' Perimeter: 300.025' Area: 5,000.42Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 300,024,000.000 Parcel Name: BLOCK 6 - BLOCK 6 LOT 49 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 709,095.2021' East:2,442,157.5156' Segment# 1: Line Course: S1° 12' 44.52"W North: 708,995.2245' Segment# 2: Line Course: N88° 47' 15.48"W North: 708,996.2824' Length: 100.000' East: 2,442,155.3997' Length: 50.000' East: 2,442,105.4109' Segment# 3: Line Course: Nl° 12' 44.52"E North: 709,096.2600' Segment# 4: Line Course: S88° 47' 15.48"E North: 709,095.2021' Perimeter: 300.000' Error Closure:0.0000 Error North: 0.00000 Precision 1: 300,000,000.000 Length: 100.000' East: 2,442,107.5268' Length: 50.000' East: 2,442,157.5156' Area: 5,000.00Sq.Ft. Course: NO' 00' 00.00"E East: 0.00000 Parcel Name: BLOCK 6 - BLOCK 6 LOT 50 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:708,995.2245' East:2,442,155.3997' Segment# 1: Line Course: NI' 12' 44.52"E North: 709,095.2021' Segment# 2: Line Course: S88° 47' 15.48"E North: 709,094.1442' Segment# 3: Line Course: S1° 12'44.52"W North: 708,994.1666' Segment# 4: Line Course: N88' 47' 15.48"W North: 708,995.2245' Perimeter: 300.000' Error Closure: 0.0000 Length: 100.000' East: 2,442,157.5156' Length: 50.000' East: 2,442,207.5044' Length: 100.000' East: 2,442,205.3885' Length: 50.000' East: 2,442,155.3997' Area: 5,000.00Sq.Ft. Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 6 - BLOCK 6 LOT 51 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:708,994.1666' East: 2,442,205.3885' Segment# 1: Line Course: NI' 12' 44.52"E Length: 100.000' North: 709,094.1442' East: 2,442,207.5044' Segment# 2: Line Course: S88° 47' 15.48"E Length: 50.000' North: 709,093.0863' East: 2,442,257.4932' Segment# 3: Line Course: S1° 12' 44.52"W Length: 100.000' North: 708,993.1087' East: 2,442,255.3774' Segment# 4: Line Course: N88° 47' 15.48"W Length: 50.000' North: 708,994.1666' East: 2,442,205.3885' Perimeter: 300.000' Area: 5,OOO.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 6 - BLOCK 6 LOT 52 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:708,993.1087' East:2,442,255.3774' Segment# 1: Line Course: Nl° 12' 44.52"E Length: 100.000' North: 709,093.0863' East: 2,442,257.4932' Segment# 2: Line Course: S88° 47' 15.48"E Length: 50.000' North: 709,092.0284' East: 2,442,307.4820' Segment# 3: Line Course: S1° 12' 44.52"W Length: 100.000' North: 708,992.0508' East: 2,442,305.3662' Segment# 4: Line Course: N88° 47' 15.48"W Length: 50.000' North: 708,993.1087' East: 2,442,255.3774' Perimeter: 300.000' Area: 5,000.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 6 - BLOCK 6 LOT 53 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:708,992.0508' East:2,442,305.3662' Segment# 1: Line Course: NI' 12' 44.52"E North: 709,092.0284' Segment# 2: Line Course: S88° 47' 15.48"E North: 709,090.9705' Segment# 3: Line Length: 100.000' East: 2,442,307.4820' Length: 50.000' East: 2,442,357.4708' Course: S1° 12' 44.52"W North: 708,990.9929' Segment# 4: Line Course: N88° 47' 15.48"W North: 708,992.0508' Perimeter: 300.000' Error Closure: 0.0000 Error North : 0.00000 Precision 1: 300,000,000.000 Length: 100.000' East: 2,442,355.3550' Length: 50.000' East: 2,442,305.3662' Area: 5,OOO.00Sq.Ft. Course: NO' 00' WOVE East: 0.00000 Parcel Name: BLOCK 6 - BLOCK 6 LOT 54 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:708,990.9929' East: 2,442,355.3550' Segment# 1: Line Course: Nl° 12' 44.52"E North: 709,090.9705' Segment# 2: Line Course: S88° 47' 15.48"E North: 709,089.9126' Segment# 3: Line Course: S1° 12' 44.52"W North: 708,989.9350' Segment# 4: Line Course: N88° 47' 15.48"W North: 708,990.9929' Perimeter: 300.000' Error Closure: 0.0000 Error North : 0.00000 Length: 100.000' East: 2,442,357.4708' Length: 50.000' East: 2,442,407.4596' Length: 100.000' East: 2,442,405.3438' Length: 50.000' East: 2,442,355.3550' Area: 5,000.00Sq.Ft. Course: NO' 00' 00.00"E East: 0.00000 Precision 1: 300,000,000.000 Parcel Name: BLOCK 6 - BLOCK 6 LOT 55 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:708,989.9350' East:2,442,405.3438' Segment# 1: Line Course: Nl° 12' 44.52"E Length: 100.000' North: 709,089.9126' East: 2,442,407.4596' Segment# 2: Line Course: S88° 47' 15.48"E Length: 20.000' North: 709,089.4894' East: 2,442,427.4551' Segment# 3: Line Course: Sl° 12' 44.52"W Length: 100.000' North: 708,989.5118' East: 2,442,425.3393' Segment# 4: Line Course: N88° 47' 15.48"W Length: 20.000' North: 708,989.9350' East: 2,442,405.3438' Perimeter: 240.000' Area: 2,000.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision t: 240,000,000.000 Parcel Name: BLOCK 6 - BLOCK 6 LOT 56 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:708,989.5118' East:2,442,425.3393' Segment# 1: Line Course: Nl° 12' 44.52"E Length: 100.000' North: 709,089.4894' East: 2,442,427.4551' Segment# 2: Line Course: S88° 47' 15.48"E Length: 60.000' North: 709,088.2199' East: 2,442,487.4417' Segment# 3: Line Course: Sl° 12' 44.52"W Length: 100.000' North: 708,988.2423' East: 2,442,485.3259' Segment# 4: Line Course: N88° 47' 15.48"W Length: 60.000' North: 708,989.5118' East: 2,442,425.3393' Perimeter: 320.000' Area: 6,OOO.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 320,000,000.000 Parcel Name: BLOCK 6 - BLOCK 6 LOT 57 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:708,988.2423' East:2,442,485.3259' Segment# 1: Line Course: Nl° 12' 44.52"E North: 709,088.2199' Segment# 2: Line Course: S88° 47' 15.48"E North: 709,086.8624' Segment# 3: Line Course: SO' 30' 03.45"W Length: 100.000' East:. 2,442,487.4417' Length: 64.161' East: 2,442,551.5883' Length: 100.008' North: 708,986.8582' Segment# 4: Line Course: N88° 47' 15.48"W North: 708,988.2420' Perimeter: 329.572' Error Closure: 0.0004 a o Z M i W111I1I1h.I:3 Precision 1: 823,930.000 East: 2,442,550.7139' Length: 65.403' East: 2,442,485.3256' Area: 6,478.21 Sq.Ft. Course: S46° 10' 54.40"W East:-0.00030 ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: April 14, 2016 Final Plat X Project Name: CHESTERFIELD SUB NO 04 T/R/S 3N 1W 10 Parcel Number(s): Project/Plat Applicant: BAILEY ENGINEERING Phone No: 208-938-0013 City/County Agency: MERIDIAN THE FOLLOWING EXISTING STREET NAMES SHALLAPPEAR ON PLAT N BLACK CAT RD W FRANKLIN RD W PINE AVE w w w v > 0 o v 3 a c y O Proposed Street Names: coy a al ° m Comments 1 W FARLAM WAY X Post type should be "Drive" 2 N KIRKBRIDE AVE X 3 W MEADOWPINE ST X 4 W NEWLAND ST X 5 W SHEFFORD AVE A Sounds like SHEPHERD 6 7 8 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Please replace W FARLAM WAY with W FARLAM DR Please choose a new name (N/WAY) to replace W SHEFFORD AVE NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 1 of 1 \\� .V 0$�:3as88Cp rl:+&&_658&n$Anx98- m$9�'nS AB_."S &��A�WMryC `5ti 5w _=F ax38n8B.B➢_`r�z"`�£6 an z :ear _ a9nzF z&&�~ -a c8n ssesa,en^^:aga2"&:ea,A 388888 ^8888S888e=8888en8888gg sr°:a�tla�r�s%Sax€6.a ;°ga�s:'�5,,. i 6u O3C C3 Gc'u GGL G:+'-u 6.^.G`�A ^n ARP9b µ a 89 V e iy m£6mo _ JP� aP N3 nn ��£ 33 r'•No �➢ �wY Bantu; at; &8 8Ya.3 SCy „sC`2 A o m 5 19 s �+~w¢m Y ] of - a Cr s if r.ao. ss� h�®—a--��' • e g •s. 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A ee s 0 j- y a L a J ^.=i I"I I fi �I ^$ ® , I € b- -9 � �Y s�3 � Add �� C� '6 r zm • =` o{ Liao A I Ji I J ` : � I � � Haas �a �ga'saa e I$ L _ _ _ �.._ n- a fl sa Bia � 'gp" �J ao—'isi---I'"ego I ac z'ax wsdivers Ow �&0��fr�t a c e 8„IG15 oz zdxam{vn"i� vr3lnnlsnln �' g��R�fill=n�aagr�@„�1sa� 1a:w8 M.sea@5338'F Mfg rag�,9 m a g i _we7 i w� d�1°I°9 ems. $ as `= Q= A a allfl $sp^ �i6w" �aa r g�:¢3�`.a�2^£n63 iNMI. i m T,Xm s - a i s a a e ¥¥z"as. € am== =€E, • 3 . s 9MIMEw.�.�iia�coa�.�x3�uu xma�� 8➢ i.: a .. � e m r e.. _ From: Anne Kawalec To: Dale Ann Barton Subject: RE: Chesterfield Sub No 04 Date: Wednesday, April 20, 2016 1:49:57 PM Attachments: imaoe001.ono Approved. Anne Kawalec Land Records Supervisor Ada County Assessor's Office Boise, ID 83701 (208) 287-7261 "Without Geography, you're nowhere." — unkown author From: Dale Ann Barton Sent: Wednesday, April 20, 2016 12:01 PM To: Ada County Sheriff (Maps -ad dressing@ada9 11. net); Anne Kawalec; Kenny Bowers ; Ross Oyer; Terri Ricks; Travis Tyson Subject: Chesterfield Sub No 04 The Ada County Assessor is reviewing the subject project for street naming purposes. Please reply all with an email of your approval, denial or any comments within 10 business days of the transmittal date. If no response is received, it will be considered there is no objection to the recommendations made in the street name review. Thank you! Daie Ann Barton Addressing Technician Ada County Assessor 190 E. Front St. #107, Boise, ID 83702 (208) 287-7270 office (208)287-7219fax No Text Ml No Text 1 `i 3 OVERALL SITE PLAN ECALEI'•em'-0' SEE SHEET L1.1 THROUGH L1.2 FOR DETAILED 11 LANDSCAPE PLANS, SEE SHEET L2.0 FOR PLANT LIST, LANDSCAPE NOTES, AND PLANTING DETAILS ME SUBDIVISION DATA - TOTAL PARCEL - 1126 ACRES MWAQE-=� MERIDIAN CITY SELLER MERIDIAN CITY WATER CITY MERIDIAN CITY SCHOOL DISTRICT MERIDIAN FIRE DISTRICT MERIDIAN IF�IGATION ISTRICT SETTLERS IRRIGATIGN DISTRICT DEVELOPER TRILOGY DEVELOPMENT, INC. 2358 S. TITANIUM MERIDIAN, ID 83642 VICINITY MAP .Tc LANDSCAPE CALCULATIONS - ROADWAY LANDSCAPE BUFFERS W. PINE 5TREET - 20' W. PINE 5TREET: S22 FT. (15 TREES REQUIRED) (IS TREES PROPOSED) F�ESIDENTIAL SUBDIVISION TREES - WA 4CRE5 Or DEDICATED OPEN SPAGE� TOTAL COMMON AREA: .% Acws USEABLE OPEN SPACE: 28,940b SF. (bS AO) COM110N AREA PROP �D N EMBER 6 TREE5 4 TREE/Sp00 5F. COMMON/ OPEN SPACEI 4 REQUIRED, IR PROPOSED ( DOES NOT ENCODE TREES NECESSARY FOR ROAD BUFFER AREAS OR PATHWAY �E9). • PATHWAY TREES: 422 FT. OF PATHWAY O4005TJ TREES REQUIRED: 4 TREES PROP06ED:4 • MITIGATION FOR REMOVAL OF EXISTING TFZEE5 - N/A ENGINEER DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. 4242 N. BROOKSIDE LANE BOISE, ID 83642 PLANNER/CONTACT KENT BROWN KENT BROWN PLANNING SERVICES 3161 SPRINGWOOD DR. MERIDIAN, ID. 83642 208-872-6872 1 2 131 E! � 1 W. PINE STREET a•.,- GT.EER ArAMPXIMJ \ \ FW.PINE N LMEAL FEET PEtt4r61 EXllTMGrEOl W1 GFADE9 01.' P�EYIW9 STREET I � BLOCK 111 BLOCK 11 1 _ ryEE SOLID vM`_ 1 `i t A BERIMG. GRADE To BE p_ 1 snoDTH Aso wPo21 rHRditu I I II"Drti� YMTL d\a t �� A I 3 ar O O O 0 o n II II 1 - I t I G I W I 1 I I coDfawre LmcAna+w �` 1 t V � � ci I I I 9NS WMDP16 M GRAINdGE - \ L q ....-� « _. ... ... W. MEADOWPINE ST. ,. _� �a � • � � to \� \%\\\\\ ._. - __• WLIDYMTL 1 A 5 II ii� i r.EEr rr�EsMN ET ��rT ALL iE\ ¢+IF=Lmma I�" u �, III 1 I V A'2 `s %tl s• wartu.luc r� V �V�A ti�� Vt:� �J p I I ® IU CENCH GN B IA!'owr sLAE, eurancE n�iZ A A v\�� v A t �A BLOCK 72 I � o I 1 �°V A A A� ��`V I � ____. �`�— •F LI. as I � i I _ f1.. T._ T � 30 _ \+� 7 r m ----- �'° Eli +r• ____� _ �_. s A A V A OP 7 a• � I 1� I O soLlD YmrcL €N SPACE! � I €I I � � � as fEi1DMG k �'I° V � 1�-' yr I 1 v POCKE7 Ping I \� t� \"NAv vw. vv I \ I I BLOCK ' c t _ • .ti \ 12 A v Q� � A �` \ r = I Y I d • u• .1m• upODEN rTdLLls PLAcm Dri � i _ � I P.mrOpfxr I • ECLID Ymnt I I CI'. caur�*E sus, TTrovlce �©�v v � � �vL a� rHIp 'p�awNcs Tm Data rolz 1 I ( \ I I i — I m ul s W. FARLAM FINAL —PLAT — LANDSCAPE PLAN LEGEND- p �7 gcALE, vsm'-m LALL AREA - Dwarf turf Type Tall Fescue 11 o---D—� 4' H T. SOLID VINYL FENCING (SEE DETAILS) SEE SHEET L1.0 FOR OVERALL SITE _�_ 6, F1CaT. soup VINYL FENCING (SEE DETAILS) PLAN AND SHEET L2.0 FOR PLANT e' N T. CHAINLIW FENCING (SEE DETAILS) LIST, LANDSCAPE NOTES, AND DETAILS 4, HGT. WOODEN 3 RAIL FENCING (SEE DETAILS) 12 1 2 3 A e C D E F I I I H 1 " J / K M .'.. N I I I 1 I vR - 1 \\7 o L- n 49 W. FARLAM WAY r 31 J-5..-__. __ —�- -a -s s__..� - 1 l �� \ 2 KEEP T.EE9 A RN'I I , a s\ NEEP TREES A MINRNI I ' \ LF bFEET FRP'I Wl AAA /q BTO DRAIN F AILLLITIES 1 II & \ \ B1L21 DRAIN FAGLITIEB j • i zz 3 zJ O ® D 26 25 24 It w� BLOCK 10 PHASE 4 -- --- 1 _ •l. Mm 4 -- --L ill � i �re -.TI --_eE._,� 1 L BLOCK r i i� ♦ i �I �i �� I I �P 1F�EB A nmmu+ a \♦ % `� 5T 9DDR 1144FACILMES /. TRANSFER =u i STATION :.:� •:°-;: . ,,. W. NEWLAND ST-f_.. / WISTEP ......... GWE :a:::s SLIDE PO E Dft N. PMygraund EqupnRlL s r- pea ¢4b / SILO ...... L.l:R.:190.5161 931- / LeGI 4359U.9WI I 1 ]® CLIMBER '•^•: � Ferz-435319.9194 � T HEX / GLIDE `-4E•°: ROOF EmAI Beeynre�rvllPleygrandcom �'. d. I I I I I a'un �n� I I MG SLNE ROCK CLIMBER /! � 49 50 51 52 6O F11 �Twur By O c 58 BPBBLE4N ail• / l d 1 1 /MATCH EXIST ILYM � 1 I O �FENDBG VMYL 8 • TREASURETUMBLE i/ - Ul I —I TlL t i' PANELIDEQQ • BLOCK 6 BLOCK 6 ♦ N STOREERONT(GROUNO) PLAY SfRUC1UFlE E%PLORERS338-1051 N'� 9 9 FINAL -PLAT -LANDSCAPE PLAN �. WI TO I. MBTALLATICN EIE Cd'A'LEtED IN ACCORDANCE WIN MANIFACTA.ER'B ECALE: I'•30-0" SPECIE TIN 2.ALIONS ARE CONSIDERED tRIE A,D REFLECT MNAFACTR'S 4PEGFIGITICNS. B. CONTRACTOR SHALL M N I ALL FALL ZCT£ BARE MET• COOjAINATE WITH MMXFACTUF£R SEE SHEET L1.0 FOR OVERALL SIT �- PLAN AND SHEET L2.0 FOR PLANT 10 G LIST, LANDSCAPE NOTES, AND DETAILS MAC.LIN SITE MWIlUElE SIC. WULfMCaLINGOM TEL. 51' 8m0-TIL-55EG FA%: BT-36®-9i9i NL LEGEND 11 11 LAB1N AREA - DWerf Twf Type Tell Feowe TYPICAL BENCH A' WIT. 60LID VINYL FENDING (SEE DETAILS) NOTES L AT EVERGREEN, TO F'RbYIDE M0 MbTALL BENCH MODEL YIL51 6M- G PWDER COAT EVEfGREEN 91LSAOE YIOINT FER DETAIL ,B,EJ MMpFACNRERB �y—� 6' W.T. 60LID VINYL FENDING (SEE DETAILS) RECCHIENDATIONS z M ACTUER,--.-�+— 6' HIGHAINLINK FENDING IfiEE DETAIL51 T' 12 P A B C D E F G H I J K L M N 0 PLANT SCHEDULE (MDTE. ALL TREES W BE GRADE,] KEY BOTA41CdL tA`IE AHKN NN E FLA,,,I aim MATURE BILE CLA85 iRFEO AG Yar pletawlds• 'Cclurnurle' V, BaB 25TEL K' wide 4Abs 11 Golunrer l4nwey Mai la AP Aar Pleuroldm Eme1rY ]" GIB 25' IgL 25' wlcb CLASS Il Eeey &raa! mi AR A—r rap— TiaMurad' ]• BIB W rt L 30' wTM CLASO II Rod aw.r. Red Maple BN ESI nlgre ]' BIB 3H r" 25' wIM 4A0011 Povs B"o, MI-V STEM HB Mato x'Spr✓g a..ui ]• BIB wide ]5' fEL Ill LLA00I Sprag Bnaw Mawr, PD PI<m gleam 'Osaab' 6' 1gl BIB ]5' Igl 6T1' wide CONIFER 51adc N111e Spr— FP pl.,m pwgva Ell 'Col— blue' 6'-I]' h L BIB 45' Ygt ]0' wIM CONIFER Col«ado Blue BpT o. PO Ewa •argm411 'COMnnane• ]" Ba3 30' Lgl IS wide LLA00 I C Itmrar 5argmt Ora, d9 gam@. Buws Y—VaI—' YWI. 3'IgL x 3'wide (fam valvat Boxuacd BB Euon wa eleuu'CrnUeciw' S W I. o lgl x 4' wld• Dwarf Bunbg BuaA DT BSI.T. tYubergll'HaMend P'll." ] W L 3' h l x ]' aloe Nakano Pillar Barbary CK L«na —I— YCelea l' ] W L 3' hjt x 3' aide ,m.y Dogwood CO �nar• Al EalYub' 5 Eat alIgl x 6' wide Ivory tleb Dogwod CB Lolwa aortae'Il S .1. 6' llgl x 6' wide la-LI atoo la Dogwood PN %,,—.rp. opullfollae'Saewerd' 5 WI. 9' Igi 5' wrde Own- lima Nial FN mow So. Nldl(«Inle' 5 W I. 4' Igt 4' wide 56d. wet E%l W Plw pugaw'Gl000ra Ill 4' Igt 4' wIG pwerr GIWe Blue Epwc FW Flru. etrW 'It. BMg' Ill 4' Ir L 4' .1. pwer( Blw 5Mg ES.. W. Pam rcF Rau x'Tarorurc' ] W L 4' Ygl x 4' wide gaWu Malol Goutlrova Roe. S o Byrlrga pe.a Mee KT.' W Gal. WYgl 6' w1. M. pn K arm Lllec to aa,"ale r1«Id. Earma ll' ] W L V Ygt 3' aide M W. ub".I. [q I W L e 36' OG 3' 1I x ]' aide naiawagrads x awllfl«a 'Lla. pw.r( FmiFa Cxea. C/ C«cpale vaticlll.ta1WL. legreb nrmalmr n4.ri WOG 1]•igl x b•WCN EP E.IMva pa-v PASIO]Bll' I W L . 36. OG ]0' Mjt n Ial wltle PovWay WId ilaey Co momar µl Halaoalla. x wall. D. aa' I WL . 40' oG. b• 1gt x z wlM &ell. De GYe Deylllly I19 'ar-11a x T=apl. O. Oro' I W L . 4B• 0L b•'I. x Y al. Fuple Da p. Deylllly LL LaverWle ergu.afolla 'Dilly Dilly' I Wl.. 36. Oa w Nt. x W. wISS Will pill, LevNa PAH Cdlemegraua x doATfloa Kerl Foals' 1 W L . Sal OG 3' Igl . ]• .1.1 ar1 Foasb OwaK FmUs Greu PA P—r'-wr elopxvoldm'Llttle B.rn,' :g W L. 36' OL ]' Fgt. x 3' wlM Little Dwer( FoulleM Gesa ON sal'. ral 'GlaOcme' IWL.]4. OG VlgT..]'.1d. Leredane Madoa Sege t—i EhW .M txae oµnl. are Ia refenlra only and rot gxrerM1eed, um4eo—.11 valfy all qunitltlea. LANDSCAPE NOTES L All part nNalel mall raJcem to W Malmo Nla•Qynan Sferderd• for type eM •lm abun Plania all be retacM1s1 IT rot M e aeud aM INIYy LMIttor, AIR pal mtalel W n rS Gad. , or batter. 2 All .ori bob Md ymalb un la_ arm. (will to be S In dllmeta) YUII Ca covered wIN a n,I. or 3• or Mrk dlpa. Baba! •eap'v for approval by oma. 3. All lean tram Nall be al or •oddM with, lOda, Ttff Tyae Tall Feaon rFaW arat"w' le), 000rdimb wli 4. All point -rarer NV II o. ,are for a poriod of au yar begimhg at YLa data of aceatelra by Purl. Repleu ell pNrlt Meader rosd dad « rot In a FmILLy ccrdltlon was. lably wRYI W *mS aim eM apacla at ro z. ro ale c..l.r Pbrltly be4.fi11 r« !rm ere pleriLlrg bad. NUII ba z pans !ap•oil art I pen roapoN wn3r.Vew. &aYe ell 4aa per detail.. f" All aoddad era. Nall Mve 6' ortc,oaoll...... eM all plaltlrg bade mall rave I]' of tepaoil. Topwll Null 1 a bo•e, arable mrc1Y loan, Alan end Zrof frtoxic to I.. Top TCFIaY m ia, urea] •ad•, radu, 4e••, trial iYs aroa o .'a lelegoo Ion want over aiil [a ecal eras eM rot�ll Inrto by 4'. Spread. coaYpa."...—'r der to roil to e P 9re Paol A Plere nervier Nall M be eub•tlwa&,l all. unitlen ,—, a.I— al .. Salo renm of Wm Sapp. M Ir •WUIWLI— I. r..,—'al arc, Platt am-161 apoolM1M le rot evSlWb. 9 BLnb pluair3 bsM .11 ba mover edged b uaeb a .1.1 t Sala( ar e—pa ypa. m. lmmscllamly lean ya ay lapeon, « oUr aabn. on It. cmttl rron Waom—pa gxeum end dlepoa or p arena R o n Nrdvdw .Face anon Mve l,, tx a or re at r] ware) el— Al Imam and rrl-prilirld.yet— 11 ra -- Sol riWtlw eovaege err la properly ssmd r« vgNFed aura wa. All NM eW paanael bads atoll Mve Wry . calm ba all lean erme Stoll Mva pFey a gmr Jlven hmda placed I War wn zcrr. Irtlr.1 ayror Stoll be d®Igo buIIL bye .,aft d vngeal�T daagn gbeclelmL (0bp/Cwa), t,00 dam. t Stoll be praNdf', f« mvlau erd eprswel by W I.erd.mpe NWtaca berFae cry work IS Mataeaei). Corndlrnte web ware wlrF civil agl Jeag. eW wF.a. ¢. PwopAl .n delmge e.ma end Inluum waLLl ur I Aloro eM ec(IIbL pa Male 4E TtlE . IA 9EDB MbT BE FROIEGtEO FRG'I ANY ADD ALL LONTAMINATIW DIN2MG 111E CAa8TZ1ciILN Al IS A11 r�TRINYaLEB AF£ 40' wrar I, 40' IMa, AL . STANDARDS. 6. VI01(TI TRI BA K. All fencing N u'nmaT area Stoll be atal 30' fro, W 20LL M, All Seto ....1ii ey trekege arm Stoll be kept opm -ol as at all ma — RANT eMgIB Ar SAYE ELEVATIW AS WR3ERY 3' nM DErtu fF LR'�ANIC l• f NC B4K BAD 3'WAIER Iy.CH ASI'TM 6 l' IDYiWI.'I1•IRBK ItlEirtbN IBVI GRADE BA0.TroS PLANrNG eol - I&VA£D — �L Ib1E-DKaIKKErWCE nE SIZE FRYJi BN-L r, SFMB PUNTM DETAIL V ^_ At al AESo. nv,ED BRpAr . al TlQ gala, TO IMEWJAnoNAL BOGETT 6 (aIDLRILI1LT1rE STA`mA1A0, II'PFLFEPLT rAI'ED T/EEB &YYL BE REPLALEC _sa —ArrK lRN' FXdiT TO FCLE YV L_ 6tApp 16lRFE818 TO EE THE 0 Tt AT I BPTW ICY P STF fANIRALTOR 18 FEBPOibIBLE TO MWE nMT AlILL 1RF£B A.� FLNIIEp BTRAbNi NL TIAt ifET �l'fAM BIRAKMi fGR lME lER'1 L£ rME WPRIeANTT. .,STA LISSI CIIYMTIE-E STAFp 0FOWL)PWl.r rn1E TREE 1P1KL ArU TO TAoE FITTER TIE tra I ID cR FIGIR Elfllf I£TpD. EECLRE nE TIES t0 a. BTl6£6 WTM WLVANIgD NAILS, P.,l T,, fElT 3. Sa M BA051LL EELdY nE Pam! 6N-L FRIOR TO BEiTMfa TRR (TO BbNE 4, BEITLBG WILL EMIC A PEEP SOAK 1/£E TITTLE WrtMM nE FIRBi 40IKlIRO. DECIMM TFEE PLAINT RI DETAIL I Tra rAKI,a 6lREE0 b To ES rNE ffMIFALTOR'9 cpIIW 4KVEYER riff UAirRM. 10 IEeRTb14E To MNAE Mar ALL TREE. ASE PLAM® BTR4KIrt A`D MAT iHET RailBTRNGMT FOR lME Till OE. W/agLWIY. i. IIIPM 2tLER LRGN TIE [U2 dPF0.OYED EdY61 A[gNp TE T(EE igNCG AVJ BTAKE61yRG FITTER iXE 9TA•D1AIA 4R EKllrt` E:MI rETH.'O. BEfJ.Iff TIE TIER io TIE OTLKFB WM G4VMIISEp NAIL9 TO fiffYENi MOhT¢NT. 3. No WATER N SILL PEEP BELLUI TE PGOr NJ1 RLI R i0 BEf11NG IIEE (to INBIIPE E, WAK r, CCC11R) 4 OpTREE NKE WMM nE FIgT 401GYF.. COMFERous TREE PLANTING DErAL SEE SHEET L1.0 FOR OVERALL SITE PLAN AND SHEETS Mal THRU LIA FOR DETAILED LANDSCAPE PLANS 4 s' to�ENCE p_... 4' FIOFI VNYL FENCE � e' FIM VNYL FENCE 4' 3 fiN_ CEDM FENCE Qe.. m • A-]�' , I A g IP I -i'. III It� re bH ,sl a j OVERALL SITE PLAN SEE SHEET Ll.l THROUGH L1.2 FOR DETAILED LANDSCAPE PLANS, SEE SHEET L2.0 FOR PLANT LIST, LANDSCAPE NOTES, AND PLANTING DETAILS SUBDIVISION DATA - ACREAGE TOTAL PARCEL - -lib ACREO SAL MERIDIAN CITY SEWER WATER 611PPLY MERIDIAN CITY WATER CITY MERIDIAN CITY SCHOOL DISTRICT MERIDIAN FIRE DISTRICT MERIDIAN IRRIGATION DIbTRICT OETTLERS IRRIGATION DISTRICT DEVELOPER TRILOGY DEVELOPMENT, INC. 2358 S. TITANIUM MERIDIAN, ID 83642 VICINITY MAP x11 LANDSCAPE CALCULATIONS - ROADWAY LAND5CAPE BUFFERS W. PINE STREET - 20' W. PINE $TREET, 522 FT. (M TREES REQUIRED) (IB TREE5 PROPOSED) RESIDENTIAL SUBDIVISION TREES - N/A ES OF D D AT D OP N SPACE TOTAL COI'IMON AREA: .% ACRE5 USEABLE OPEN SPACE: 2a,9 b SF. (b9 AC) if•vyON AREA PROPOSED NIIM E OF TREES (I COMMON/ OPEN SPACE) 4 REQUIRED, 12 FROPOSED (NOTE: DOES NOT INCLUDE TIREES NECESSARY FOR ROAD BUFFER AREAS OR PATHWAY TREES). • PATHWAY TREES: 422 FT. OF PATHWAY (I/100FTJ TREE5 REQUIRED: 4 MEN PROP05ED:4 • MITIGATION FOR REMOVAL OF EXISTING TREES - N/A ENGINEER DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. 4242 N. BROOKSIDE LANE BOISE, ID 83642 PLANNER/CONTACT KENT BROWN KENT BROWN PLANNING SERVICES 3161 SPRINGWOOD DR. MERIDIAN, ID. 83642 208-872-6872 Im 3 Elm NF1 o0 17 on on milli on PLANT SCHEDULE INOTE: ALL TREE5 TO BE GRADE 11 KEY BOTANICAL NN1E CCTAKlI Nd'E PLPNTINS 013E FL1TUfd BILE 0.A% TREES AC Gar platanoldee iuroarle "ISwide CAB It cNamay Maple AP Mar pletemldes £"'e 7-BaB 35• ", 35' wide 4A.55 II Eay Blrael l Iapl. AR A, rdbrin Vrartered' 3" 515 35' Ig130' wloo ad II Food 9n.. F d flail BN .le nlgre ]' 515 35' YgL 15wide " A" 11 Rhin Blron M Tl STEM M' Mal,a x'Blxlrg Lrow' ]° 515 35' hjL 6' wide CLA.`..5 I Bpllg bow Gedal OD Pl. gleuu .mate• A, N, a'B ]5• I,,. W. wide CGNIFER Bledc Hllle Bpruu FP Plom pudgen in. 'Cobrado blw' 6'-1V n L BaB m' M1g1 20' .1. c IMR Lobrado Blw Bprvc P9 Roue a,.IT 'COLmnarin' ]" 5. 30' IgL I5' wlde 4ASS I Columnar Bargmt Garry BM 5ww'Gesd valy ' ] W L 3• i,l- x 3• Web Gen V.I. BOw BB Euonetou, elaWa'Canpettue 5Gal. 4'lg1. 4- mice Owen B.vnkg Bwld BT Nbrle YLxbrgll'Helndd Rllei ]Gel 3' IgL x ]' wide HaArcnd PI11er M'Oory LK Gamn-1—Y algal I' 3.L 3'V]L x3'aide man, DOguood LO Cpnle all Malfalo' 5GeL 6'n t.x 6'wTM Ivory Meb Do,ml C9 CgTue maftl ll' 5Ge1. 6'Fglx6 wltle leant, mad le Od,,. FW PI'geourp,R opullronou "wewerd' 5.1. 5' Vgl 5' wide Seams Wm Nneberk FN M. blam NI.I.u' 5 5a1. 0 I'L 4' n,de 51rd'. 0e.1 Svrvw PG Plea pwdgan YabbOM' S aa1. 4' InSL 4' wide Dwerr Gbbv 51..1. FW P,w elrAdo'BWa dvg' S GeL 4' IgL 4' wide Owen 5,ue BMg Eeetan ,Ihlu PNe R2 at x'renr , 3.1, A• hgLx 4• Wale Gatmu Mabl Gouddrnva Roes BP &yMge pau. Mee KNn' 10 Gel. e• IgL B' alas Mea Kan Kamn L,leo uE ublgele rbrade •Bramwell• ] Gel. V IgL 5• wide %rw Win wblgele CA Gp:ND C Ilea/ fiiASEEB/ PERFANIALB ubmeg.oeus x eoatlnore 'o'ivdem' 1 G L a mm' oG 3' IgL x r alto Ducar( FmYv G4e GY Cgxpeus amadatela+'L9eb' I Gal. v 3I- OG p' h L x b' Was ! IesrTM1mdr ndeeed FP Ectind �agllm PAB103911' Gel. v 36. OG 30' Iglx IB' wide PaaW+u WIA Bay CdlenOuu NH Ibnsomllle x'0tvlle as GTo' 1 Gel. v AB' OG b' N, x If wll Bblb De do Deylllly HIS HemaoGllls x Fvrila, an, GTo' I ATL a AB' OG a-". 3' wIW F1,A De Qd Dal LL LeveMule Arch..(.... Dilly Dilly' 1 GfL A W OL. ¢' l,". x to. w14 Dilly Dilly Launch PAH (AbmegrptN x Ar Iflora Earl Fc ftfw 1 dL a W 0L 3' KL x 3' tilde Karl Foasb Doerr FmV— Grew PA dim" Wn alopmaoldm'Lltdv B �' GeL v 30' OL. 3' N x 3' wIW LILU.1 Duarf Fwntax 4eu 5N UMI Ma .'Gradwmm IWLv34.OL V't,x 3'wld+ l adwru Meadow Begs Note Bhmv And f.m roulle ere I- Marco only and nol guerenosed, uwdll'e clan eM1fll wally ell gwnlHllm. LANDSCAPE NOTES L All plmM mtalel atoll cool to W Malmo Nvsaynen BNNerda nor type aM Nm alvat OR .a will be roJmdtAd If « n e awd and Laellly ,,— All plant m41e1 "' be Gade F Or LMb. ]. All pINM1Iv] b ]s eras nm mlb n lean erma (walla fa bs 3' In all., fall Ida, eovvad wllA a nlnlmad of 3' of beck dIda. tun It sadyle for approval W aver. 3. All kan or.. "it dai Awl a a w th daft Tarr Type Tell Feswe<FaWm enndWcla). coxdirl wim a All plenl matabl Noll be gaaral. nor a porlad or wa year b.- Im4g el LLn dew or e.� .— I, L4rIa. F.O.—F.O.—.11'Wrn mal vial fwmron M d dd Or t a W, raldltlm lauly wIN. name aim and apmlva et ro . b W 0amr, 5_ PblM1ng bednll I-. and pto" bad. .11 be 5 perla tApsoll eM 1 pert c m oat w1. s &. ate- ell Ines per camadl 6. All aodded arm. a 11 Ww 0" Of lopa011 and all plerlttr teM still Mve ¢' of 4 11. Tcpoll still be A too—,, MAbb,.end]L loan clean eM moo, Of boa mole,., —,I— w mWall 4, woad .dn ra, grmm, on . I.-,, a lml IMn I n enj dlina lea• a fret 513 b t0. Top ..It man .1. "it be ito d, If seating Um..brcbrca. Place VS' cmlpwl d—.111 caped Arm. eM ro1W1111. by 4'. Bprmd mope ct. eM nm grade Iop.oll a e anaolF AM ulnas gnaca, I" bebw .vfem of ma. Ad euba n efm6 b be .AAW. and 3' li plaft ] opal ilea.. T. faullxa all most and Wftba WUr'lgrTdnd' plalll tablet., 21 Vam. W arolk, pr madufecwa'. rscmmendatlat B. Ml irm—lei doll ml be .db.11luled wlWh ll axlltad pamleelcn er pvar. b 11 namm or Wu.p [Im e W. ImmOletely coin W " tcpeoll, Of OLL colt cn 6na, dmtod Ron lend opiatacn eM dlad sa of p pr o!( alto IL ogll Iprgempe eras idol, Nve an a" r- eM (3 wire, elernatle u`dergrdfd eprldLJa .tyWln uMd1 Inmm egrp eta covaege aN le prapaly ss ] fa required mtr tie®. All eMb eM paanlel beds atoll Nve drip trrlgetlm aM all lean Brae atoll bve'prey rs gar Alvr M1ade pbud m Uvlr pun zmee. Irclgeticn eyeten eHll be d®Ign bulk"a gwllried Irrigetlm drgn epmlellet rSbp/C wceicn rlewing' 4all be provided !q reNm rd approval bJ Ua Londetlpe Mdlltmt before ervJ wok b Initletm). CoadWb unto' eavna wI1F clNl aglrtalrg d'ewNg eM w'da. ¢. =-nt u ell Melnage erma a. utillur wltN Ira oaticu end eglwt ppaf n.le carcanlan. L'. SEEPAGE BFDB. BE PROTECTED . A, MD Al, CONTAHINATIGN DIIftRG THE cLNeTRk:TILII A4D MSTALLATION CF TE L II CAETi IWmiATIGN SYSTEM, N All rocvq Nall g7 wftA 11-3A-T. 6. VIBILN 1RlNGLEB A 40' X /0' PER AGHD. 57NIDARD8. K. All !soul n common era' atoll be'atbeck 30' Ron llv Ram Il. All sand .,Moue In ey he Wge ara admit be kepi cps, eM hm et ell cams. ELEVATION AS maimRT 3- IYM DEPM(F dm Ata0 I-C BAW 3' uMTER 1 Y1Ld ICR AFrRJ a Ed '.. KEEP BARC lETENTION Z. A MM 61' Aa AY RKM tRliC a Z _ 1911 GRADE CYXFILL UV - a PLMIraG BOI �L II_Ld a. BOIL Ibl' - DIG HOLE N . TIE elE do PN( BALL SHRUB PLANTM DETAL NAG L TIIE STMMdlm16addla!5TO O al fLN A-1-IRR.dma A IK4EYER THE GQIIWLTCR IB IEBP. ,IRA i0 AEI IIMT ALL TEES ARE R A41Ep BTpAlfillt MIO Taar THEE REMAN BTRAKNT rCR TIE tEW(aF rNE WaFFANIT. za AP STAmmo lift TEac6M%aO Flamo aFLVID TXETREEmR Tma TOe E 1IBIIC EITHER i1E B INp Al OR EIfI1R EIWT i'E I. BECIIRE T!E T aTOTHE BTIA'E9 WnfI Lda TM RONAILSTO ORTO IE7MTI. n UNft' M BAOFILL ESpll iaE FN'i BAII. RVdt TO BERiIG i1EE (TO NE.TE I eaaT WLL oraRl. A DEFT 90dC lr@E IWCE WITHN TE fiRTU1bW DECIDUOUS TREE PL.ANTWG DETAL i a` L n1E 9TNCIlG W 1F££B IB To CE TE f1JNiRV%iORY (XTIW IKVEl4R ilE CQARH.i IB mmB n9VIED 15LE TO madomT A1'maa AlAE RBIRAKNr A'D i,,T TIET Rai BTRAIf iFLR HIE TER(GPTIE'IWRMTI". ]. YRAP RIECER cacti TIE (OR AFFAOvED R .' ARGND TE Tf£E MIKB N.D BTMEB AOG EITHER THE BTNmARD M FK Elf r METIbO. BEO.TE TIE TUB TO THE STAKES WTI GALYbL Olm TO PfW V M .. A WATER N oA051LL EELOL TIE mm f BALL EROR TO B skid Tr£E RO maam Ib OEnLRIG WLL LCCUl a OEET sae TREE wr_E WTHM TIE FIFmT ae ICYRi. CONFEROU3 TRff PLAN W413 DETAL Ll�l n.ue SEE SHEET L1.0 FOR OVERALL SITE PLAN AND SHEETS L1.1 THRU L1.3 FOR DETAILED LANDSCAPE PLANS 4 8' HIGH CHAIN LM FENCE L/ cam•,• 4' H(Yi VNIL FENCE A W HIGH MIL FENCE WJ a—.- qe 4 3 RAL CEDAR 93)CE a x a- aNrte VNTL 3 GI j OVERALL SITE PLAN 6CgLE: I'.li-m• SEE SHEET L1.1 THROUGH L1.2 FOR DETAILED LANDSCAPE PLANS, SEE SHEET L2.0 FOR PLANT LIST, LANDSCAPE NOTES, AND PLANTING DETAILS SUBDIVISION DATA - TOTAL PARCEL - 1126 ACRES IT MERIDIAN CITY SEWER WATER SUPPLY MERIDIAN CITY WATER CITY MERIDIAN CITY SCHOOL P15TRICT MERIDIAN FIRE DISTRICT MERIDIAN IRRIGATION DISTRICT 5ETTLERe IRRIGATION DISTRICT DEVELOPER TRILOGY DEVELOPMENT, INC. 2358 S. TITANIUM MERIDIAN, ID 83642 VICINITY MAP LANDSCAPE CALCULATIONS- ROADWAT LANDSCAPE BI r" W. PINE STREET - 20' W. PINE STREET: 531 FT. (15 TREES REQUIRED) (15 TREES PROPOSED) • RESIDENTIAL SUBDIVISION TREES - WA ACRES OF DEDICATED OPEN SPACE: TOTAL COMMON AREA: .% ACRES USEABLE OPEN SPACE: 38,E40b SF. (b5 AC) CZATMON N OF TREES,. (I TREE/8,000 SF. C ON/ OPEN SPACE) 4 REQUIRED, 13 PROP05ED (NOTE: DOES NOT INCLUDE TREES NECESSARY FOR ROAD BIER ACAS OR PATHWAY TREES). • PATHWAY TREES: 422 FT. OF PATHWAY (1/100FTJ TREES REQUIRED: 4 TREES PROPOSED: 4 • MITIGATION FOR REMOVAL OF EXISTING TREES - N/A ENGINEER DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. 4242 N. BROOKSIDE LANE BOISE, ID 83642 PLANNER/CONTACT KENT BROWN KENT BROWN PLANNING SERVICES 3161 SPRINGWOOD DR. MERIDIAN, ID. 83642 208-872-6872 3 4 5 6 T 3 PLANT SCHEDULE (.a. ALL TIMES TO BE GRACE„ KET BOTA4ICAL NA^¢ Cd?5?I NAFE F-Af1. at= YIAfl BITE CLAaa iREEO AG Aco, plalaroldu 'C lumuarls' x•9aB ]5'YgL 15'wills GLA55 11 Calmar to-, Mdple AP Abor p.—ldea Ezeeba ]' am ]z''L 15' area, 4A58 II Eeey 8Ymt Maple Aft A— zrum Racketed' 21510 35' F L 3 I wide QA88 II Rs laanat Rate 1'bple 5N Bewld Tigre ]' 5a5 36' FgL 25' State 4A59 II Povm Eal M TI .7E1 M9 Na" Gao. ]' 51B la, Fgl 5' wloo CLABB w bappb PD Flaee gleam Dseeta' b' h]l 5d5 ]5' Igl W. wide G 11MR El 1 MIAs -'I— F F Flcm LwL. gto—'Colorado blue' b'-p' IgL 515 46' VgL 2tV wide ObT1lMlE Calaed0 5w Bpuce P9 Fr— urgnnll 'c ale .'a' i. am s0' 1g1. 1z' wide c aaas I calumet Bar9nnt Clmly BIH 54 Bnw Y aT Velvet' x Gal. 3' Fg{. x V wide Gees Velvet 5o. CB Bum. oue dldtw'Gwiaad c4u' 5 be 4' L jlx 4' wide DweK Boning Bu41 EST Gbsls llvbagll'HeNnwd Pllle! x Gel. S. Ygl x ]' aide HeMvxd Feller Be be IT IX Coma eaiwe %alegi' 3 GeL E. IgL n S. mbe K II.sy Dogwcad CA Gomle Abe 'Be Ire 5 Se, 6' M1gl. x b' wIG every Hole D.... be G4 Coma chime 'Neat' 5 .1. 6' h]t. x 6' wide luiM1l Rs'1-0.1v Degwood PH Plywmrpus .'Metal 'Seewerd' 8 GAL 5' Igl W wide Balms Wm NMebark PN at eblm Nidiromis' z Gal. 4' Igl 4' wide Birds Nest Smote FG clS Giol 5 Gel. 4' IgL 4' wide er,,, Duerr.Itt FL PMw eYcbus'BWe &ng' 5 Gel. 4'rat, 4' wide Duerr Blue EHg EeNan .11. FMe RR Rose x'Tarcxnra' ] GAL 4' FgL x 4' wIM ... Mrlot boud— Rose $P 5f1rge pealW "I.. Kim' 10 Gal. B' HjL 6' wide Mee p. Kcrmn LIWc WF Y Slgele 11-Ida 'IXll area ' ] caal. 3' hill, 3' wlee es Wes Bblgele c3 GRG91D cOY will PEe ALB Glamegrwua x 1.111ore 'O—caul' I Gel, s AS' OL E, rgt. x ]' area: Duerr FmW Geaa CV cormpela =, ,llarl'L B'eb' I W I, e,36' UL, IP IL]L x 5' wide Tagreb ll.mdlmrTldu 1 EP Edlaww papMm YAtaimen' I GeL • .' OG ]m' IgL x b' wide PaWbal w1e Barry CaneRcuv uu I.enrocelu. x'B411a D. Oro' I Gel.. 40. OG IB• igt x ]' able lk De Or. De ylllly IL4 4 warowit".x F1epl. D. Oral' IGel.. 40'OL. u•hall. x]'.1. Fuple De po DayIIIIB LL LaveMuk erL,otirol a billy 011ly' I Get . 36. 01 V h L x b" wlee Dilly Oilly L,a a. PM Calamagrostis x erutiriora Keri tosses' Karl Feralr Dwar! FmYv Gres IGAL.36'OL. S' hi xi'.1. PA Prnlw4m elepga.aldw'LIt4e dmxf' 1laL. a.. OL x• Igt. n 3' urake Little Bvay pour! FwxeM Gal.. BN Be1Ne rimge.e 'Cared I W L. 34' OG y ygL x ]' wkM urede.0 Mind —Sol,, Nas BIM are owe conb are for rersra only eN not garselood, tcbtettar NUH vrlry e119'aaniuuw. LANDSCAPE NOTES L All plain mtslal W II cenram b ow Marken Nuerynen BWndarM for µpal and elm scan. Mo. ell be reJ. If rot i I a soW erd MC" coo,,, —All plant mMlel "it be Gede I a beNs. ]. All ri.1 g bile eN Yee walk N lean arm. (uelle to be 3' M dlemelr) Nxll be _,,are,wish d .In. or 3' or calf dip.. dbnit mrple rer eWrwal'�I 3. All lean area. eel ..11 be .mdor .0 wIN *OR Nf Type Tall Flan (slum a.. em aAlplant mlarlel W ll bn garentmd for a period or we ymr b ]Mneg at W date or arraplenm by Out Rab LLB I ell part m!>lal readead tt drot In a real ft cm]Itl0, Enrobawl, Stith the meal rem Are epodes et To Te5 FG4mr. Fldarlll rw tree and pleMxg bats elvll be z pars bn null pn pwcompwe wlLLl.Yew Bteb ell Irm Test deaera ba n.. B. blll.oddaj e, ss clown l eve B' or tobetoxic me eM .0 prom bed. weII Mwo n' or topsmL T02,10or cal Nun So l,n lows. Tilabla.el 1 fain, time eM free or ionic If, 1.l., TO, Sell wroa wind 11.. teed, rode, grew, a ee. forolgn mtrial Place Ian 1 Nary dlnralll I a Ties ar b l0 icp loll hoe .Ib Null beconv Ir coral T Uvn ebrc peon Place VS' miromoni ova all Beeped arm, are rS etlll Inc by al be ec base S' nw grata col are s. e ootM1.cd all train gred0. l' below suM1m or w lan eM tube k erme b W ll, pw I art go N plerKbg tee anal.. &ffertzeeual end.bW. witT •ASbet plear ttenpe,]I grams OSer. parent rrattr or lreurn. 5 PIeIn nevlel Null1— be edaeuwtmt l pl-1 Ur wtlleer prl. 1. or G4ver. 8.danit rxnm of Ileac uLppllars ¢nlecled If elbeuWtiel let be err ad eM plant malaise .a dtlned le to avellebh s d'rvI plerltlrg bxb e., to Bevel edged to omte a ceett.eparaum or krl ocepe types. b. Immetlle4FJ time r¢ ey bpaoll, w olFs dbrls m elte amttl nw letdempe gaaTetlm erd dlepoee or bye "ITITSd mlgatie dmgn alp:slut (5np)caauuttlar bewyige stall be provided for ravlm I tb Lard.mp. Mated betas erly walk le Mltlal L. f crdW to wets eon— alLf civil or,., tll 6einege erme art milmm witri Ym lomucn art ablest pr r.N—rditlee. iDB MWT DE FROrEG1ED PRG1 Nat A^ ALL CLNTAlll"TION MRMG THE GGNBTRK11P1 AVD E. VIBICN Tel 044 1 EB ARE 40'% 40' r£R A AD. BTA AROB. W. All 'orl P co nar areee Null be eelbeG 20' Ron He I n. All alert w..11Mn ary ba.,. arm it be kept opal eM Ties et all times. ELEVATIO14 �; bl IIOIE - DKa HOLE TIAOE TE BRE 6 R'%lr BALL SHRUB PLANMG DEAL .aa FOLE YV ,Ml BALL r FOT FO TIME VCN HN vIBIBLE. 9' WaIER rEIFNrIP!' BEpT nl I'L1LCN cM GPrANOc I A MN OF 3' ARIA" FRLN BET TGP 6. BALL ]' AlSoE Fil GRADE H aac lLL PlJlrllei BOIL _ .yIOIBTIpQEU SAIL VOTES_ L THE BTAKMG GF TREES b HE fCMR TO M TOeba WtIW -boa E THE CCNi1,/LTg2la IBCPLµ91ELE TO MPV.E TNAT ALL Tel ARE FLANiEO BTRA.T A`D THAT TIEr Ml STRAMaM I TIE TEST of TIE IINAtAVIT. S. LLRAF pCBER GMGN ilE (P¢ MRT£O EdILL) 4¢VID THE lI� bows Tab TO NE LL9RG ON TIE afl= A TO FM EKIIT 1'EI'ICO. SEfLRE 1!E TIES TO THE aar:E9 W1H WLVdJI eb NAILe TU F 11TO! ETT. T YNTER M BT?TILL GELGW THE ,tl^U. T p4L FRI R i0 LEnMG 1RF- rt0 N&IIE NO Bll Sc WLLCfcW A DEEP 60AK 1REE 1 WCE WT1N TOE FIRDi N 141 DECUMS TREE PL.4NRNG DETAL' - L ilE BTAKIrG ci traEEB Ie i0 9E ilE canalcraea oPrlw HOJErER TVE fGT11RAClGR IB IEMPYIBLE t0 RtlRE 11Wr N1 lIt£e AIE PLNiIEO aIRAGHi AVD TNAi TIET IB'NM BTRAIWi FOR iLE iE%1 CF llE WAgtAViT. ST RS Wi CNCH ilE r R AFPR9hD EPIALI it _ r Tff 1D. TR Am TO AM , OTH TI.£ BTA Ball S TO FM EKMI METgD. BEp1RE TIIE 3E0 i0 TIE BiAKEO WTH WLVMIIZED NAILS TO F%SBii I'IPiFSEHr SEI N BAO51LL BELGVI illE POUr BgLL FRIGR t0 BETMG IiEE (tO INPJIE A. BErrLMb ALL S TLeb A. DEEP 90AC TFEE NFCE III TIM Tall... n CONIFEROUS TRM PLANRNG DETAL SEE SHEET L1.0 FOR OVERALL SITE PLAN AND SHEETS L1.1 THRU L1.3 FOR DETAILED LANDSCAPE PLANS L4 W HUH CHAIN L W FENCE / taus r1 4• HIM VINYL FBICE S' F#W MYL FENCE LP,/ sviu Ave 4' 8 RAL CEDAR FENCE t(/ Bare a'x{'.11E NA'L