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ApplicationHearing Date: June 7, 2016 File No.: H-2016-0053 Project Name: Brinegar Prairie No.1 Request: Request for final plat consisting of 46 residential lots and 10 common lots on 11.9 acres of land in the R-8 zoning district, by Challenger Development, LLC. Location: The site is located at 2220 N. Ten Mile Road on the east side of N. Ten Mile Road, north of W. Cherry Lane, in the SW'/4 of Section 02, Township 3N., Range 1W. ECEIVE MAY 0 5 2016 n,v: Planning Division DEVELOPMENT REVIEW APPLICATION STAFF: USE: ONLY: Project name: File number(s): Assigned Planner: J6 1% "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 ❑ Certificate 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 F Final Plat ❑ Other ❑ Final Plat Modification Information Applicant name: Phone: A --- Applicant address: , 6csi6& G l.�i Z, 7 /nf/ Email:.S44d 1 p� i City: 06nege State:iZip: Applicant's interest in property: ❑ Own ❑ Rent 13 Optioned ❑ Other ` Owner name:eCr1e/n 77 %wn/ �,rirn/ p ner<vlh. A�6ir nT Phone: Owner address:,�W g37 ca C', 21<&- r/0/ Email:ctib.f8rY1 City: %des State: Zip: Sf7i%O q Agent/Contact name (e.g., architect, engineer, developer, representative): OA f Ai T 005.Aac&�A) Fhin name: &e&%,&v6C.JkI f/ kjx,r ate. Phone:97/ f / GYi Agent address: d316'T-CK>JC� 4 CO City: State: Zip: oje y2 Primary contact is: ❑ Applicant ❑ Owner B Agent/Contact Information Location/street address: ;Z;gaQ ICA) %rii�f �j Township, range, section:3XV //a GC�. Assessor's parcel number(s): /�l97.2 %T./ Total acreage: / Zoning district: Community Development a Planning Division z 33 E. Broadway Avenue, Ste. 102 Meridian,. Idaho 83642 Phone: 208-884-5533 Fax: 208.888-6854 www.meridiancitv.ore/nlamdne 4- (Rev. 06112/2014) Project/subdivision name: _AJl General description ofproposed projecirequest. %i�014i 1 4t"In%_Zk 'Y /Comma)! Proposed zoning district(s): Acres of each zone proposed: /1. 7 Type of use proposed (check all that apply): A Residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Which irrigation district does this property lie within? Primary irrigation source: Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: Number of common lots: Number of building lots: `7 / Number of other lots: Proposed number of ellingunits (for ulti-family developments only): 1 bedroom: 2-3 bedrooms: 4 or more be ooms: Minimums a footage of s[ruc a (excl. garage): Maxim building height: Minimum property Average property size (s.f): L257 Gross density (Per UDC ll -IA -1): Acreage of qualified open space: Net density (Per UDC 11-1A-1): Percentage of qualified open space: Type and calculations of qualified open space provided in acres (Per UDC 1 Amenities provided with this development (if applicable): - Type of dwelling(s) proposed: ❑ Single-family Detached 0 Duplex ❑ Multi -family,, ❑ Vertically Integrated Non-residential Pro Number of building lots: _ Gross floor area proposed: Hours of operation (days and hours): Total number of parking spaces provided: Authorization Print applicant name: Applicant signature:. ❑ Single-family Attached 0 Townhouse ❑ Other lots: Other lots: Existing (if applicable): Building height: of compact spaces provided: Community Developments Planning Division . 33 E. Broadway Avenue,. Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 wwtiv.meridiaucitv.orm/nlannine -2- (Rev. 0611212014) KENT BROWN PLANNING SERVICES May 5, 2016 Meridian City Council 33 E. Broadway Ave Meridian, ID 83642 RE: Final Plat Applications for Brinegar Prairie Subdivision No. 1 Dear Mayor and City Council: On behalf of Challenger Development, please accept this request for final plat approval. Brinegar Prairie Subdivision No 1 has 48 single-family residential lots and 8 common lots. This subdivision is located on southeast comer of West Chateau Drive and North Ten Mile Road with the following parcel number S1202325661. • Brinegar Prairie Subdivision No 1 is in compliance with all requirements and of conditions H- 2015-0046. Brinegar Prairie Subdivision No 1 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. 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 Project No. 15-256 DESCRIPTION FOR BRINEGAR PRAIRIE SUBDIVISION NO. 1 April 14, 2016 A parcel of land located in the SW 1/4 of Section 2, T.3N., R.1 W., B.M., Meridian, Ada County, Idaho more particularly described as follows: Commencing at the SW corner of said Section 2, from which the W1/4 corner of said Section 2 bears North 00°18'48" East, 2642.98 feet; thence along the West boundary line of said Section 2 North 00°18'48" East, 1,322.54 feet; thence leaving said West boundary line South 88056'55" East, 42.04 feet to a point on the East right-of-way line of N. Ten Mile Road, said point being the REAL POINT OF BEGINNING; thence along said East right-of-way line the following 4 courses and distances: thence North 01'44'39" East, 319.25 feet; thence North 00°18'48" East, 417.08 feet; thence North 45°34'37" East, 15.19 feet; thence North 00°18'48" East, 22.17 feet to a point on the South boundary line of Kentfield Manor Subdivision as filed in Book 68 of Plats at Pages 6913 and 6914, records of Ada County, Idaho; thence along said South boundary line South 89°05'53" East, 717.85 feet; thence leaving said South boundary line South 00°54'07" West, 143.00 feet; thence South 13°14'43" West, 51.18 feet; thence South 00°17'24" West, 378.14 feet; thence North 88°56'55" West, 178.81 feet; thence South 01°03'05" West, 200.00 feet to a point on the North boundary line of Sunburst Subdivision No. 4 as filed in Book 62 of Plats at Pages 6217 and 6218, records of Ada County, Idaho; thence along said North boundary line North 88°56'55" West, 542.48 feet to the REAL POINT OF BEGINNING. Containing 11.90 acres, more or less. , Page 1 of 1. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA I,�9 � It h Z a u dlir 39 w. Z'641r lad iS � (name) (address) �t (city) (state) being first duly sworn upon, oath, depose and say: I. 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 � -z- SUBSCRIBED SUBSCRIBED AND SWORN to before me the day and year first above written. (Notary Public for Idaho) N!a_R� Residing at: 6 t 1 pV8 L1C = My Commission Expires: 33 E Broadway Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 0 Facsimile: (208) 888-6678 • Website: www.raeridiancity.org VICINITY MAP EGAR PRAIRIE SUBDIVISION NO.1 A PORTION OF THE SSP 1/4 OF SEC. 2 T.3N., R.IW. B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO 2016 N W. CHERRY LANE NAVD-88 DATUM VICINITY MAP 1" = 600 �`1Q/�E IDIAN Community Development "^�••�••'�� Parcel Verification Date: 12/21/15 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Brinegar Prairie Subdivision Parcel Number: S1202325661 T/R/S: 3N 1W 02 Acres: 22.140 Property Owner: Brinegar Investments LP 1925 N. Locust Grove Rd. Meridian, ID 83646 Address Verification Rev: 04/23/12. ADA COUNTY STREET NAME COMMITTEE STREET NAME EVALUATION Evaluation Date: February 11, 2016 Project Name: Township/Range/Section: Parcel Number: BRINEGAR PRAIRIE SUB 3N 1W 02 S1202325661 City/County Agency: MERIDIAN Project/Plat Applicant: Bailey Engineering Phone No: 208-938-0013 Preliminary Plat Final Plat X The street name comments listed below are made by the member of the ADA COUNTY STREET NAME COMMITTEE (Under thedirection of the Ada County Assessor) regarding this. development/project in accordance with the Ada County Street Name Ordinance: 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. W CHATEAU DR f• Proposed street names: `1WBIRDIE ST ✓ '2 N HOYLE AVE '3 W JANELLE ST '4 N MORELLO AVE if: . SIN MORELLO PL_✓_ 6 W SAND ALWOODST✓ - 7 N SWAINSON AVE -/ 8 N SWAINSON PL J ' 9 1 N WARWICK AVE ✓ . N TEN MILE RD (Please spell as two words) r• Core Street Recommended for denial Approved Denial -Reason code pg 2 :i 1 Please make the following changes or corrections: Please replace dead end segment of N MORELLO AVE with N MORELLO PL , Please replace N SWAINSON CT with N SWAINSON PL . Comment NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plot and resubmit to the committee. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Agency Name Ada County Highway District Ada County Sheriff City Addressing City Planning and Zoning City Fire Department Ada County Assessor Date ji .4-T1 �3La lrv�� —I I —I kA ADA COUNTY STREET NAME COMMITTEE STREET NAME EVALUATION Meeting Date: February 11, 2016 Subdivision Name: BRINEGAR PRAIRIE SUB 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 For Office Use Only: comments. Page 2 of 2 Committee Member Name 13 r 3 .z t L 5 i .a N � { �• ?� " A. rt6 Q� G r rf 6 s fi tk T k y z ! h � EJy K a i NIA 47 ( t f q 13 ay.✓. A ISM nOnn nu�oe�@ ! q _■:: :: �i rn■i1� 1 sr rn 1ii .i it 5 �\n�.,In111111 i:1^1►�IC IrTiq�l1 , :-. ■n■ Innen m1A.��r• nnn . i oii �►�1,1! In1,! ir�� .�.=piii it >■r'�,-,MIL :111 o:rro -. � j� nnu16.� ��la�■IIII,r r r _ �000�aa��a�aa f`H�� ^' _`� 00000000000 ABAAAAAAAAAA[� bd 00000000000000000000000000000 AAAAA0AAA0AAA8[]6AA0ABAAAA0AAAAA, 00000000000000000000000000008; AA0AAA0AABAAAAAAA1 A1 HIM AAAAAA9AAAA ,` �!' � " � 08000000080000000000000000000 �� i ;� � � : �� ©©®®AAA©AAAAaAA®AeAAAAAAAAAAe' IN��66�� oa�eaeoasaooaa��oa�oa��ose�oo lit oee0eo�a�ooseoaaeas�sooeAoeoo 0ao�a000aooc�aoo ooaooao�000�A s alley Engineering, Inc. CML ENGINEERINGjPLANNINGICADD April 14, 2016 Meridian Public Works Department 33 E Broadway Street Meridian, Idaho 83642 RE: Brinegar Prairie Subdivision No. l To Whom it May Concern: This letter is to provide certification for Brinegar Prairie Subdivision No. 1 that all street finished centerline elevations are set a minimum of three (3) feet above the highest established groundwater elevations. David A. Bailey, President 4242 N. Brookside Lane ♦ Boise, Idaho 83714 ♦ Tel.: 208-938-0013 www.baileyengineers.com Iwacl $ 0:II II a I �.g I • I I !-,i, 0w80-8 I # I II I I I f II I I y6O I #>� II I �Wi n ,� C XN. O I I I I M.YC I I O ai.-J n 9 DA�o � Xa.3^a .I` 31 CI 11 9i }II R o I1 i • iSOfW'WY---I L__J L_li_JI LJ IL >� I I I I r -1 rim, rxi-, rm�, I Q ie i 0 1f O it I Q ly W� S I fiII �i fill 5019YW'W 3gl.pp i p ► • . • SjQ � III I I � I [ �� E� aI RP o 2 y XwCN4 2N r�f"wo. X >, O Iwacl $ 0:II II a I �.g I • I I !-,i, 0w80-8 I # I II I I I f II I I y6O I #>� II I �Wi n ,� C XN. O U N. 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CIVIL ENGINEERINGIPLANNINGICADD DRAINAGE CALCULATIONS FOR: Brinegar Prairie Subdivision No.1 PROJECT NO: C2015-025 DATE: 04-13-2016 OWNER: Trilogy Development LLC 2358 S. Titanium Meridian, ID 83642 208-895-8858 4242 N. Brookside Lane ♦ Boise, Idaho 83714 ♦ Tel.: 208-938-0013 dbailey@baileyengineers.com Brinegar Prairie Subdivision No. 1 consists of approximately 11.9 acres. The Site is divided by the Rutledge Lateral running from the southeast corner of the site to the northwest comer of the site. The lateral functions as a delivery ditch and is the high point of the site, sloping gradually down on either side. No significant earthwork is proposed for the site; earthwork will consist primarily of excavating surface soils to subgrade for the drive lanes. There will be fill brought into the site, primarily for the southwest corner, to provide cover for the existing Rutledge Lateral irrigation piping, sewer cover and a high point for drainage to flow north to one of two infiltration basins located within the subdivision. These two (2) infiltration basins will serve as the primary storm drainage facilities for the subdivision. A bioretention swale is proposed along the site's frontage with Chateau Dr to accommodate drainage from the roadway widening. The front half of all lots has been designed to slope towards the roadway, continuing to roadside gutters. These gutters are routed to low points where drainage will flow into catch basins and into one of the site's two (2) infiltration basins. The ACHD Calculation Spreadsheet, Version 8.3 (December 2015), was used to determine runoff volumes and size the site's drainage facilities. Using a unique time of concentration of and a weighted runoff coefficient for all of the drainage areas, runoff volumes were calculated for each drainage area. All ponds were designed using side slopes of 4:1, and are capable of providing adequate capacity for a 1 hour, 100 -year storm. Methodology and Assumptions 1. Geotechnical Report from Site Consulting, LLC is attached Appendix 4) a. Prepared by Bob I Arnold P.E. dated December 23` , 2015. b. Ground water was encountered in test pits 8-12 feet below the existing ground surface. 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 2) a. C for single family residential use = 0.40 b. C for asphalt = 0.95 2. i = Rainfall intensity of design storm in inches/hour — Intensity - Duration -Frequency table (Appendix 1) 3. A = Area of drainage basin under consideration 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 of 1 hour iii. Pond Calculations 1. Standard sizes a. Side Slope: 4:1 (H:V) b. 100 year water depth: 3.1' c. Required Freeboard i. 0.5' for water depth < 3.0' ii. 1.0' for water depth > 3.0' 2. Time to Drain: Must drain 90% within 48 hours a. Percolation rate: i. 8 in/hr 3. Calculations can be seen in Appendix 3 iv. Bioretention Swale Calculations 1. Standard Sizes a. Side Slopes: 3:1 (H: V) — Speed Limit < 45 MPH b. Length varies c. Storage Volume: —5 cu ft/ft List of Appendices: IDF CURVE AND WEIGHTED RUNOFF CALCULATIONS — Appendix 1 DRAINAGE AREA MAP — Appendix 2 DRAINAGE CALCULATIONS — Appendix 3 GEOTECHNICAL REPORT — Appendix 4 BOISE AREA INTENSITY -DURATION -FREQUENCY, WITH REVISED IDF CURVES Intensity (inches per hour) Boise Area Intensity Duration Frequency (IDF) 3.00 ------ 2 year 2.50 -x- 5 year OO -x- 10 year �. N -6 25 year L C1.50 x\ 50 year T Cy100 year 1.00 S ----------- 0.50 -------0.50 0.00 ------- -- 10 min 15 min 30 min 1 hour 2 hours 3 hours 6 hours 12 hours 24 hours Duration in minutes and hours P:\C2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\Calcs\Brinegar Prairie ACHD Calcs.xlsrr4/4/2016, 5:30 PM Version 8.3, December 2015 With New IDF Curves Design Storm 2 5 10 25 50 100 Tc---------------------------------------------------- ______________________________________ ____________0.17 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 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 0.06 0.08 0.09 0.10 Boise Area Intensity Duration Frequency (IDF) 3.00 ------ 2 year 2.50 -x- 5 year OO -x- 10 year �. N -6 25 year L C1.50 x\ 50 year T Cy100 year 1.00 S ----------- 0.50 -------0.50 0.00 ------- -- 10 min 15 min 30 min 1 hour 2 hours 3 hours 6 hours 12 hours 24 hours Duration in minutes and hours P:\C2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\Calcs\Brinegar Prairie ACHD Calcs.xlsrr4/4/2016, 5:30 PM Version 8.3, December 2015 With New IDF Curves 2w \ ] !! !§§ !§! -ISE )) §§ !§! !§§ /\§ S A Q a o g{ U en'�cT e i E vy' wg �oZ e >i Cic9E�OLL $ p(m0 1QpJ o"an� � bolo o� 6 >®> � n"n n° �B 1� z mJ 0 0 n n n n n.© o n o 0 o n n n 3"nn ',°� I i 2_ �1 nno n�>I no ononn and ao�o>ao�o>o on>n of nn nn \1 5a €O�p E n n n> on o > n n nen o o n o �{ ip m D D. I>. P:I D �. b. �6i nnn n �n>� 311 ��\� �OHNlb2�a -mni�� M �'1. < 111 � ��; h• Irl f11 1 INI- C"- �1 9 / oWl1 Q' Z v ter+ 13x1J 1�1 � tel: f I x x Ix xLh l� I� AA F ti 1 /11 O k i ilk rrx — 3 I � Ips 1 1 1 1 1 1 I I 1 I i f 11 11 � +11 f Lf 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 o be accepted. 1 Project Name Brinegai Prairie-DA1 2 is area drainage basin map provided? YES (map must be included with stormwater calmlations) 3 Enter Design Storm(100Near or 25 -Year With 100 -Year Flood Route) 100 4 Enter number of storage facilities (25 max) [ 4. Click to Shaw More Subbasins 1 Subbasin2 3 4 5 5u1hbasin6 ] 8 9 10 SArea of Drainage Subbasin (SF or Acres) SF 161,040 gcres 3.]0 6 Determine the Weighted Runoff Coefficient(C) 0.56 C=[(CIxA1)+(C2xA2)a(CnxAn)I/A WeightedAvg 9.58 ] Calculate Overland Flow Time of Concentretion in Minutes (Tc) or use default 10 usa¢Ilmace - ONIn Pipe Size ID lin) Slope(R/ft) Intercept Coeff. Length Manning Hydraulle Radius A(Wet Perm Flow VelocityV (fps) Flow Time (min) Segmenil: Pipe Flow. a Shale -fainly 095-050 1 MUW ewl, 060-0.'15 ReA,n,oal(mfaij 925-040 ApdM,ent drr Min iv— 010 4sdusinal and C ry ercwl Brick Segment 2: Gutter Shallow Concentrated flow b 1 0.004 0.619 912 0t0-025 1.3 11.8 SoftT w 51ope A 8 C 1 D GlatoQM Segment 3; Overland Sheet Flow By: TR -55, z 300.8 C 0,010 1 56 0.200 3.4 16J nm ¢ghaa vil Runoff CxHi[kMSMr Vmbus surf. Type oi`rfxe PunoRCoeflkieMc'C' Eusiness urtimPmued areas POt ..we- 920--095 ihGn nxiphbarhmdareM 050-070 "oderkal Shale -fainly 095-050 1 MUW ewl, 060-0.'15 ReA,n,oal(mfaij 925-040 ApdM,ent drr Min iv— 010 4sdusinal and C ry ercwl Brick llghtareas 080 Nesryareaz 050 Pd145, C.,rvb uo 0t0-025 ComputedTc-I 28.5 abvnnunds 010-935 User -Entered Tc =l --29D gul is 90 R»ad y»d areas 929-039 urtimPmued areas 939-930 V AspM1ak 0,95 Cona<fe 995 Brick 0.85 r—h 095 Flelda, Sandvsoil SoftT w 51ope A 8 C 1 D GlatoQM pD4 9V, nm 015 Average 2-6% Steep 16% 0.09 012 035 1120 Ola 9.18 023. 028 Aduosd from ASCE P;\C2015-025 Brinegar Prairie-Trilogy\100 Phase 1\Construction\Caks\Brinegar Prairie ACHD Calks.xlsm 414/2016,3:09 PM Version 8.3, December 2015 With New IOF Curves ACHD Calculation Sheet for Sizing Ponds 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:: 3 Project Name Winegar Prairie 1. Pond 2 Enter number of Ponds 125 maxi 3'Minne,ofCeils)foeba,,Prmar1=2, Muni 101111). - 1 4 Des, Storm . 100 ❑nlr to: 5l Weighted R,ri CceiFcout C DSS '.. Q12 0Q 6. Area A (Acres)r. 320,11, la,w 7 Approved d'sch'aige Rate (f apolcable) Bob 'ifs IQ.VTMS 8 2 -Primary Treatment/Storage Basin: - V :1;411 it ITaggiebetwee FB,,bay,nd Pnm,, BPi,, rt, data pnd,umfor Boob- assi,i .samaz � M s."s M �aL ✓ rgMiStle I. L _I X54 r*z SMpe� 4—�—) Primary Basin 9=Select Pr maty Bain Shape 5-lvegulsr ID'aWMih of Fnmary Bas rt Bottom W '. 20.6 : it 11:..tength of Prmar, Basin Bottom 1 :i.710 ft Is side Slopes tH-i1 .. HnI '..:40W 131: Eirt, 8=.o Elerni an 355&40 ft 14Ener Top Bank Elevaibn 2562.50 l it 1Sr EnumWexer Surface 6leyet Pn(WS8): 3561,50 tt 16 Distance Betweefooleay and POtgary Bassin plank if NO -: MAO - it 17 Enter Elevator, Sen. : - 0.00 it 181 Enter High Groundwater Elevation .::2550.00 R 19 flirt. Ereehomd R,.i,rment 100 20 Freehoa•d Prov ded 21":infiltration Area for Ynmary/5tvr fi,en Infiltration,- 8 Initr Nor,! titin ,,ur'dif ==Des go Infltmiden fiat,, Ent r 0tor im mrlCmttnn or 0outflow 22- infiitmi Area for Prmary A,,a 240 'f;r Enter 0For no infiftmi 23 Adjusted Storage Required Storm -D ... denRunoff (total Pre-Dev q Perc Val :Discharge Total Max Vol Vol Discharge Read Mn Hr in/hr ds. in, 11 to ft' fto 60 300 0.96. 1 2.06 1 8,522 160 0.' 160 1 8 epk-yorage: a awns p Saved Surber. Pmid pond Su Sac Su'Goo (Area Aat Volume Saved See.5bge Wdth at lmag:h at Area➢, at AreaAOf LSiage (ftz} Below F Stage (ft) Ni,w Stage ift) <(HVl �-209 Stage {Ri'Stage {ft) Stage;RzJ so," (ft?) OVERIDE SIP, Del 251840 ..:2558.40 471100 1 110 Oaanide 213 U0 r '-0 255850 -.4_000 OG 00 Ove;,9de 348000 1 2559 CO :4.DOC OC 1 DiD 0,,,ide M63100 ------- 2559 SO d Od0 00 J Overiid 2278,60 2560u0 _ 4-n) 00 : _ 0 Overnda 2726 CC 2560.50 4E00J 00 DC OWPTde 9JRCD _- _. i 26e10J -_.- n.00J .,_... 00- _.. .t Jveiro 319+90- 25-1GO11 4.D00 r 00 3 Evcr/c^ 422 O'$y'$B Mo ftdepthfino,o{age ' STOfWGE OR 25 DO,, prm..ys,aa" bei, rave tapa�gi "('fS 2611nnn to drainpriniary/storage. basin ill hours 90 vp none in 4S -h mimam ON , P:\C2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Con5truction\Calc,\Brinegar Prairie ACHD Cala.xlsm 4/4/2016, 3:43 PM Version 8.3, December 2015 With New IDF Curves ACRD 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. 2 Is area drainage basin map provided? ''YES"'. (mop most be included with stormwater calculations) 3 Enter Design Storm (100 -Year or 25 -Year With 100- Year Flood Route) -101) 5 Area of Drainage Subbasin (SF or Acres) 'SF Acre 6 Determine the Weighted Runoff Coefficient (C) C=I(C1M1)+(C2xA2)+(CnxAn)]/A Weighted Av€ Click to Show More Subbasin n Subbasin Slope 5ubbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 10 189,625< ,,h, areas 080 Segment 2: Guth, Shallow Concentrated Flow 090 Parks, cemeteras O.lo�o.25 0:004 P0.619 854yerlbld 020 on Aakiodyard areas 4.35 unlmoroved mea, 010- Sireetl Sheet Flew By:Tft:n c 3 ff 095 concrete 095 -0:010 54 0.60 3.3 16.2 Svd TNe Field, SandYSo9 Slope 8C 0.60.... 0 Flat 0-21a 0I o.0'I 0.11 P.15 Atxrage. 2-5% core 0,12 ] Calculate Overland Flow Time of Concentration in Minutes (Tel or use default [tlser_Gkvlate 10 min 10 Mtn - Pipe Size (in) Slope Intercept Coeff. Length Manning Hydraulic Radius A/Wet Perm Flow VelocityV lips) Flow Time (min) Segmerrt I; Pipe new ' iAp;l!-fafr.R, 035-959 10014tam4y 0,60-0175 RendeoBai lmra) 0.25-0.40 A,sMw-rr arrelune arms bb indcrInul and Camme'du ,,h, areas 080 Segment 2: Guth, Shallow Concentrated Flow 090 Parks, cemeteras O.lo�o.25 0:004 P0.619 854yerlbld 020 on Aakiodyard areas 020-040 unlmoroved mea, 010- Sireetl Sheet Flew By:Tft:n c 3 ff 095 concrete 095 -0:010 54 1 0.200 3.3 16.2 Svd TNe Field, SandYSo9 Computed Tc -1 273 User -Entered Tc 27.0 Estimated awion coettkients boxVazbua Sudxvxs Type.)surface nunoll toefrmtems"c 53 ocrfc orrm vwa areas 090-095 Urban Relyhborhood ateat D50-070 iAp;l!-fafr.R, 035-959 10014tam4y 0,60-0175 RendeoBai lmra) 0.25-0.40 A,sMw-rr arrelune arms 070 indcrInul and Camme'du ,,h, areas 080 cavy areas 090 Parks, cemeteras O.lo�o.25 Na9Hrsurds 020 on Aakiodyard areas 020-040 unlmoroved mea, 010- Sireetl A, "It 095 concrete 095 Orick 035 Roofs 095 Svd TNe Field, SandYSo9 Slope 8C 0 Flat 0-21a 0I o.0'I 0.11 P.15 Atxrage. 2-5% core 0,12 o.11 DYil Steen 4 013 0.38 0.23 028 Adapted from ASCE P:\C2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\Calcs\Brinegar Prairie ACHD Calcs.xism 4/4/7016,3:10 PM Version 8.3, December 2015 With New IDF Curves ACHD Calculation Sheet for Sizing Ponds 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.' 1 Project Name Brinegar Prairie 1-. Pond 2 Enter number of ponds 125 maul 3 NumberofCell, (Fmclua,Pnmary-2, Pr maty Om,l). - i 4 D ,gn Ponca : 100 Vnkam qA 5. Weighted Runoff Coefficient C -A M IQ.W� 1 6r Avec A(Acres) '4.35 aver q.,1 1Qv1 7 Aoproved Jscharge Nate jf�pplcable) -. 000 cfs `QV TRss 8: 2 Prrnary Treatment/Storage Basin V -9,027 It Toagse between Feeney and Primary BROA, ent r data And pnntfur such _. III r{,—,tw ne su.,mr.. (72 Wit i Prima" Basin 9: Select Pr mar, Basin Shape -S-Irregular 10 Wdto of Fnmary Bea, Button W ..15.0 it 111 Length of PY trait, Basin Bottarl l :r. 100.0 It 12 Side 5opes(H'1)., : HL 400 13'. Eum, Bmb.n, Elevat ors " 2558.40 4t 14 Enter T., 3ank:Jevatmn .2562.50 't is Enter Water Surface Oevaten{tOSE) 2561.50 : R 16- Distance BatweenFOrebdll and. Prima rt' Basin (We nk ifna) '0.00 R 17 Enter Flevtoi., berm -0.00 R 19 ETte, High Gmandiv t1l E�D,,Ptlmcn 2x000 ft 19':.Mn Fraeboarn`Pequ rement LOU 20 R¢eaoart P ovded 21 filtration Area Per"rmary/Storage Rash l rflltrldrA? a 'ihaer Arm, at fAratmn reao)ed 1} -. G s gn infiltration R te, Peter o is, eo mirl"Onon bottom slopcQh' eD o auto.. 22: it aeon Area her Pr mart' Aa, a 300 ({ Enter O Tor no ID6hra'oh 23 Adjusted Storage Required Runoff Pre -Dov Total Max Vml Storm Duration i[otal Q` Pon Vol Vol Discharge Discharge Regd Mn - Hr In/hr ers it' ft' (C ft' ftn 60 1.00 0,96 2:51 10,381 200 0 200 1_,181. 't umen,t9Yage . K i'mrls p` Sevetl : Surface Fund Pond Burlace Suri- Area Aat Verner S-avad Side Slope W dth at Length an Area A at fires A at. r Stage (fe) DcaA, Stage fRl New50a8e (C) /8dV Stage RD Stagejf9) StageHttl Sm9lffl OVER[De Sit,(ita) 25=840 2558.90 4,010 bC J00 0texrida V000 :00 2558,50 :. 410 3 00 00 C ,,rde 150000 5559 X0 ::411,110 00 0 Ccemd= t9%00 255950 IJOJ.I 00 RP Oerld 4T000 I 25b0-0 4..Aut t10 - d w 0,,,ru' 401000 l 2y6050 4.00000:.__ 'J .. Othine 3,65 DO 25b_00 a'jol) 0.} : J.r C'e-ne. 44`10 256150 .'1000 CC Oe Ov,lyd2 175CCo.-� 3.+O.fr Bepth for s[oraga '. 4 �TOD SMALL 25Daesp,inry,!,Iom,b hbave©paity2 26 1 idasto drain pcm a,/sturage base IRA, hours 904 v.lame c 48-h - um Tee, P:\C2015-025 Brinegar Prairie -Trilogy\1o0 Phase 1\Com1ructer\Calcs\8rinegar Prairie ACHD Ceirs.xlsm 4/4/2016,3:42 PM Version 8.3, December 2015 With New IDF Curves 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. 1 Project Name B6ngegar Prairie Frontage West 2 15 area drainage basin map provided? YES (map must be included with stormwater calculations) 3 Enter Design Storm (100 -Year or 25YearWith 100 -Yea r Flood Route) '..100' 4 Enter number of storage facilities (25 max) 2 Clickto5how Mme Subbasin, ❑ 5 Area of Drainage Subbasin (SF or Acres) SF. Acres 6 Determine the Weighted Runoff Coefficient (C) C=[(C1xA1)+(C2xA2)+ICrxAn)j/A Weighted Avg Subbasin Type ofwrfare Subbasin Subbasin Subbasm Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin2 3 4 5 6 ] B 9 10 3,402 3,643 10,442 Heavy ares 090 ➢ark, ttmeteries 010-0.25 Plap:aundz 0,20-0,35 Raarosd yard meaz 0.41..., Unimproaed areas 0.10-0.30 Streets Asphalt 095 Conere4 095 Brier 095 0.95 036 Field: 0anayson Soil TVpe co'. A 8 c ¢} 0.60 0,04 002 011 015 A—.,2 -E9- 009 0.13 015 030 Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default Uercarolafe 10 min [10 nln P:\[2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\Ca lcs\Brinegar Prairie Frontage ACHD Calcs.xlsm Version 8.3, December 2015 With New OF Curves fir'anuded luopff Confifitients for Various sod. Type ofwrfare '.nbmacobflkienfa "c'" Bus Co�•mtosxn area 0-70-0.95 Urban ne:elsbasaeotlareas 0,50-0,70 Redt4,,Ual Anylc-iaMly 015-0.50 mob-•.am0y 0.30-015 Residen!ial I ... M) 0.25-040 A,'m,:ent dvu,11,2 alas 070 md,si lal olid C.ovo dal UgMareas 080 Heavy ares 090 ➢ark, ttmeteries 010-0.25 Plap:aundz 0,20-0,35 Raarosd yard meaz 020-0.40 Unimproaed areas 0.10-0.30 Streets Asphalt 095 Conere4 095 Brier 035 Rants 095 Field: 0anayson Soil TVpe co'. A 8 c ¢} Flat 0-2% 0,04 002 011 015 A—.,2 -E9- 009 0.13 015 030 5teep>a% 013 0.18 023 C28 Ad,b,. um ASCE 4/4/2016, 2:48 PM ACHD Calculation Sheet for Sizing Bioswales & Borrow Ditches 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. 1 Project Name Bringegar Prairie - Frontage West 2 Enter number of Bioswales/Borrow Ditches (25 max) 2 3 Design Storm 100 Weighted Runoff Coefficient C 0.60 Link to: o�y 4 Area A (Acres) 0.41 acres QV2 Q,V TR55 Approved discharge rate for the given storm (if applicable) 0.00 cfs .--- 5 Design Vol With 0% Sed for Swales V 844 ft, 6 Length of Swale 401 ft 7 Infiltration Window? (Note: infiltration required if Longitudinal Slope<1%) Design Infiltration Rate 1 in/hr 8 Infiltration Window Width 2.00 ft 9 Set Swale Bottom Width b 2.00 ft 10 Set Swale Top Width 8.00 It 11 Set Swale Depth y 1.00 ft 12 Swale Side Slopes HA Sxs 3.00 13 Calculate cross-sectional area An Axs=Y z+by 14 Total Swale Capacity Without Driveways 15 Does it Have Capacity? 16 Time to Drain 90% volume in 48 -hours minimum 5.00 ftz 2,005 ft3 f 12.6 hr ASK ' 17 Avg. Driveway Fill Slope in Swale-,(H/V) ',ft/ft ,18 Enter Total Number of Driveways eat 0.0 ft' Deduct driveway slope :.19 Enter Total Length of all Driveways ft., 0.0 ft3 Deduct driveway length -20 Lost Swale Length From Trees, etc.. - ft : 0.0 ft3 Deduct other (21 AdjustedLength of Infiltration Area '. 010 It 22 Excess Capacity = Storage Deductions Runoff Volume :- (844.3) its 123 1s Capacity Good? 24 Time to Drain 0.0 hr 90% volume in 48 -hours minimum : -;QK• P:\C2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\Calcs\Brinegar Prairie Frontage ACHD Calcs.xlsm 4/4/2016, 2:50 PM Version 8.3, December 2015 With New IDF Curves ACRD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE: This worksheet is intended to be a guideline to standardize ACRO checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineels 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 be included with stormwat,, calculations) 3 Enter Design Storm (100 -Year or 25- Year With 100.year Flood Route) 'im 5 Area of Drainage Subbasin (SF or Acres) SIF Acres 6 Determine the Weighted Runoff Coefficient (C) C=[(ClxAl)+(C2xA2)+(CnxAn)i/A Weighted Avg Click m Show More Subbasin, 71 ]Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default user Cakvlxte --- 10 min 710 M[s. P:\C2025-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\[airs\Br1negar Prairie Frontage ACHD Calcs.xlsm Version 8.3, December 2015 With New IDP Curves Eolmated Hunan C«0kkms rw Yoram, surfaces Yype of w _ 5ubbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin bbasin2 3 0 5 6 ] 8 9 10 2,313 5,6640.95 Hee-arta, 09n Parks. remctanev 010-n 25 Plslgrau,& 0.20-9.35 cad road yard areas IE Unimproved areas OAO-0so S?reeb A,phu, n§5 toncrete 095 50rk 985 Rac .0.35 sol IT"e fRldn ,d, -4 ape A 0 L 8 Fig 0.2% 00q 0.07031 0.15 Averate 23% Opp o1£ ]Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default user Cakvlxte --- 10 min 710 M[s. P:\C2025-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\[airs\Br1negar Prairie Frontage ACHD Calcs.xlsm Version 8.3, December 2015 With New IDP Curves Eolmated Hunan C«0kkms rw Yoram, surfaces Yype of w _ - Awaff coef&I mi s "e" Business Oo•>mtorrn areas 970-0.95 urban Asithfbfl+n4datcas 950-070 sesdenuel Slnsle-fsoo, 035-050 Maftldam4v 9.60-0-75 Ruldentlal(,crap X2510,49 Aparme,rt dvdopt arca, 070 InduArlal and Commercial tithtareas 0 S Hee-arta, 09n Parks. remctanev 010-n 25 Plslgrau,& 0.20-9.35 cad road yard areas 020-0,40 Unimproved areas OAO-0so S?reeb A,phu, n§5 toncrete 095 50rk 985 Rac 095 sol IT"e fRldn ,d, -4 ape A 0 L 8 Fig 0.2% 00q 0.07031 0.15 Averate 23% Opp o1£ 0.25 0.20 seep r6% 013 0.18 013 0,28 Adapted from A3i£ 4/4/2016, 2:49 PM ACHD Calculation Sheet for Sizing Bioswales & Borrow Ditches 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. 1 Project Name Brinegar Prairie - Frontage East 2 Enter number of Bioswales/Borrow Ditches (25 max) 2 3 Design Storm 100 Weighted Runoff Coefficient C . 0.74 Link to- i 4 Area A (Acres) 0.38 acres QV TR55 '. Approved discharge rate for the given storm (if applicable) 0.00 cfs 5 Design Vol With 0% Sed for Swales V 973 ft' 6 Length of Swale 208 ft 7 Infiltration Window? (Note: infiltration required if Longitudinal Sloped%) Design Infiltration Rate 1 in/hr 8 Infiltration Window Width 2.00 ft 9 Set Swale Bottom Width It, 2.00 ft - 10 Set Swale Top Width - 8.00 ft 11 Set Swale Depth y 1.00 ft 12 Swale Side Slopes H;1 Sxs 3.00 13 Calculate cross-sectional area A, 5.00 - ft` Axs=yzz+by 14 Total Swale Capacity Without Driveways 1,040 ft' 15 Does it Have Capacity? ,.=ii,Mt., 16 Time to Drain 28.1 hr 90% volume in 48 -hours minimum 11 Avg.: Driveway rill stope,in aware LH/v) Tt/Tt 18 Enter Total Number of Driveways ea 0.0 ft' Deduct driveway slope '.. 19 Enter Total Length of all. Driveways ft 0.0 ft' Deduct driveway length 20 Lost Swale Length From Trees, etc ft -: 0.D ft' Deduct other =21 Adjusted Length of Infiltration Area 0.0 ft 22 Excess Capacity=Storage Deductions Runoff Volume 1972.8) ft' 23 1s Capacity Good? 24 Time to Drain 0.0.` hr 90% volume In 48 hours minimum SfW P:\C2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\Calcs\Brinegar Prairie Frontage ACHD Calcs.xlsm 4/4/2016, 2:51 PM Version 8.3, December 2015 With New IDF Curves 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. 1 Project Name Bilnegar Temp Turnaround North 2 is area drainage basin map provided? :VES F. (map must he included with stormwnter calculations) 3 Enter Design Storm (100 -Year or 25YearWith 100 -Year Flood Route) 1DD. 4 Enter number of storage facilities (25 max) 2'. C6cktp Show More5uhhasm, ❑ 5 Area of Drainage Subbasin (5F or Acres) SF Acres 6 Determine the Weighted Runoff Coefficient (C) C=fC1xA1)+(C2%A2)+(CnxAn)]/A Weighted Avg Subbasin 1"..4Smfxe Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 30 3,724 bent— 080 Hemq areas 090 Parks. cerrctedez 0.10-035 'hwupound, 0,20-035 io4sad yand areas 0.09..:.. Unimproved are, 010 050 Streets MphaR 095 c.cs-te 095 Brkk 0.95 :'- Roofs 095 maTme Fields Sancysmi srone A 8 0.95..., Flat 0,21, Ao< 0.07 0,11 0,15 A--ac,2-64 009 012 7 Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default user Guate 10 min [10 hiin.� Esuviaad roman caefOdaats for various Suds 1"..4Smfxe Fawn Laeff ienrs^v eusliw. Ooemtocm meas 0,70 095 Urban neiHhbarnoodereaz 950-070 Residential SroZk-family 035-050 MUIC-fans, 060-075 Re,.d—R.1(anal) 035-0W apartmentdareiilae awes 070 Ind"tro. and Wn.meraki bent— 080 Hemq areas 090 Parks. cerrctedez 0.10-035 'hwupound, 0,20-035 io4sad yand areas 920-0 Ao Unimproved are, 010 050 Streets MphaR 095 c.cs-te 095 Brkk 035 Roofs 095 maTme Fields Sancysmi srone A 8 C Flat 0,21, Ao< 0.07 0,11 0,15 A--ac,2-64 009 012 035 020 sop>6A 0.13 018 0.33 02H Adapted iroM ASCE P:\C2015-025 Brinegar Prairie - Trilogy\100 Phase 1\Construction\Calcs\Brinegar Prairie Turnaround ACHD Calcs.xlsm 4/4/2016, 5:17 PM Version 8.3, December 2015 With New IDF Curves ACHD Calculation Sheet for Sizing Bioswales & Borrow Ditches 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. 1 Project Name Brinegar Temp Turnaround North 2 Enter number of Bioswales/Borrow Ditches (25 max) 2 3 Design Storm 100 Weighted Runoff Coefficient C 0.95 4 Area A (Acres) 0.09 acres Approved discharge rate for the given storm (if applicable) 0.00 cfs 5 Design Vol With 0% Sed for Swales V 281 ft' 6 Length of Swale 141 ft 7 Infiltration Window? (Note: infiltration required if Longitudinal Sloped%) Link to: Of v Q,V2 Q,V TR55 Design Infiltration Rate 5 in/hr 8 Infiltration Window Width 2.00 ft 9 Set Swale Bottom Width b 2.00 ft 10 Set Swale Top. Width 14,00 ft 11 Set Swale Depth y 2.00 ft. 12 Swale Side Slopes H:1 Sxs 3.00 13 Calculate cross-sectional area A, Axs=y'z+by 14 Total Swale Capacity Without Driveways 15 Does it Have Capacity? 16 Time to Drain 90% volume in 48 -hours minimum 16.00 16.00 ft' 2,256 ft' ; ._..._ 2.4 -hr - 17 Avg Driveway Fill Slope in Swale : (H/V) it/tt 18 Enter Total Number of: Driveways ea 19 Enter Total Length of all Driveways ft 20 Lost Swale Length From Trees, etc. ft:. 21 Adjusted: Length of Infiltration Area - 0.0 ft ' 22 Excess Capacity = Storage Deductions Runoff Volume (280 7) 23 Is Capacity Good? 24 Time to Drain 0.0 90% volume in 48 hours minimum 0.0 ft' Deduct drivew u.0 nueauccomer he P:\C2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\Calcs\Brinegar Prairie Turnaround ACHD Calcs.xlsm 4/4/2016, 5:27 PM Version 8.3, December 2015 With New IDF Curves 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. 2 Is area drainage basin map provided? YES' (map must be included with sturmwater calculations) 3 Enter Design Storm(100-Yearor 25 -Year With 100 -Yea r Flood Route) IN 5 Area of Drainage Subbasin (SF or Acres) 5F Acres 6 Determine the Weighted Runoff Coefficient (C) C=1(C1xA1)+(C2w%2)+(CnxAn)]/A Weighted Avg Click to Shaw More Subbaors 7l SubbasinSubbasin Type of surface nunod Coe(&'entz "C" Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 0 5 6 9 8 9 10 3.928 Leh, areas 030 tleav9 areas 090 Parlez,'srcuriee 010-015 Playgronntls o.2a-OAS Railroad Yard xlea5 0.09 Unirry»oad areas 0.10-030 Preps Azphab 0.95 Concrete 0.95 al 0.95 Fac£s 095 sail Ties ncidv: 5andv.0 Sb R' A 8 0.95 Pfat02M 0.04 pA7 0.11 0.15 Avera¢t b6% SYEcp Y6% 003 032 T Calculate Overland Flow Tore of Concentration in Minutes (Tr) or use default Lear CaaeItte ----- 10 min [lo Min. Detonated Bunaff Coeffk4Ms for Various Sudares Type of surface nunod Coe(&'entz "C" eosin¢,' 0.taarn arena 070-0.95 urban nei¢hborhoodmaas OSo-a]0 Reodertr,l 5[,i famlfy 035-0.9a MvlbfPP,3, 0.60-0.75 Avlaznnal nolop 0.2510,40 Alzlt ntdrxil.1a at 0.70 3ndu!toz, a A Latmtrtlal Leh, areas 030 tleav9 areas 090 Parlez,'srcuriee 010-015 Playgronntls o.2a-OAS Railroad Yard xlea5 0.20-040 Unirry»oad areas 0.10-030 Preps Azphab 0.95 Concrete 0.95 al 065 Fac£s 095 sail Ties ncidv: 5andv.0 Sb R' A 8 C Pfat02M 0.04 pA7 0.11 0.15 Avera¢t b6% SYEcp Y6% 003 032 015 030 0t3 018 D13 il23 Ad,.d f -r: ASCE P:\C2015-025 Brinegar Prairie - Trilogy\IOD Phase 1\Cm stmcti0n\Calcs\Bnnegar Prairie Turnaround ACHD Cal¢.xlsm 4/4/2016, 5:18 PM Version 8.3, December 2015 With New IDF Curves ACHD Calculation Sheet for Sizing Bioswales & Borrow Ditches 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. 1 Project Name Brinegar Temp Turnaround South 2 Enter number of Bioswales/Borrow Ditches (25 max) 2.2 hr Z 3 Design Storm 100 Weighted Runoff Coefficient C 0.95 Linkto: QV CQ,V 4 Area A (Acres) 0.09 acres TR55 Approved discharge rate for the given storm (if applicable) 0.00 cfs - - 5 Design Vol With 0% Sed for Swales V 281 ft3 6 Length of Swale 151 ft 7 Infiltration Window? (Note:. infiltration required if Longitudinal Slope<1%) Design Infiltration Rate - 5 in/hr 8 Infiltration Window Width 2.00 ft 9 Set Swale Bottom Width b 200. ft 10 Set Swale Top Width - 14.00 ft 11 Set Swale Depth y 2.00 ft 12 Swale Side Slopes H:1 Sxs 3.00 13 Calculate cross-sectional area A, 16.00 ; ft' %+xs=Yz z+by 14 Total Swale Capacity Without Driveways 2.416 ft' 15 Does it Have Capacity? 16 Time to Drain 90% volume in 48 -hours minimum Wan volume in q _noun (H/V) ft/ft ea: 0.0 ft' Deduct drivew: ft" 0.0 ft Deduct drivewc ft 0.0 ft3 Deduct other 0.0 ft ins Runoff Volume (2810) ft'. : 0.0 hr P:\C2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\Cala\Brinegar Prairie Turnaround ACHD Calcs.xlsm 4/4/2016, 5:28 PM Version 8.3, December 2015 With New IDF Curves 2.2 hr (H/V) ft/ft ea: 0.0 ft' Deduct drivew: ft" 0.0 ft Deduct drivewc ft 0.0 ft3 Deduct other 0.0 ft ins Runoff Volume (2810) ft'. : 0.0 hr P:\C2015-025 Brinegar Prairie -Trilogy\100 Phase 1\Construction\Cala\Brinegar Prairie Turnaround ACHD Calcs.xlsm 4/4/2016, 5:28 PM Version 8.3, December 2015 With New IDF Curves SITE NSULTING, LLC Mr. Shawn Brownlee Trilogy Development 2358 South Titanium Place Meridian, Idaho 83642 Re: Preliminary Geotechnical Report Brinegar Property 2220 North Ten Mile Road Meridian, Idaho Dear Shawn: December 23, 2015 Page 1 of 21 File #15212A As per your authorization, on December 2, 2015 SITE observed the excavation of five test pits on the subject property. These test pits were intended to generate a working knowledge of the subsurface soil conditions on the subject property. The test pits were all located in a farm field south of Chateau Drive and east of Ten Mile Road. Test pits were advanced to the maximum depth the utilized backhoe could excavate. Groundwater was encountered in all five test pits. Based upon the observed conditions the site is acceptable for construction of the planned residential development. Recommendations for constructing civil improvements and residential houses are provided herein. We appreciate this opportunity to be of service. Please call should there be any questions or the need for additional geotechnical services. Respectfully submitted Bob J. Arnold. PE 11Al �tj� iq 208-440-6276 * bjarnoldpe@msn.com (1) Post Office Box 190537 * Boise, Idaho 83719 SITE NSULTING, LLC EXECUTIVE SUMMARY CLEARING & GRUBBING - Grubbing depths of 2-4 inches can be anticipated to remove organic materials. This is to be adjusted in the field at the time of construction. Deeper depths can be expected along the Rutledge Lateral Canal. PAVEMENT DESIGN — An R -value sample of the near surface elastic silt soil was gathered and submitted to a specialty materials testing laboratory. Based upon an R - value result of R=6 the recommended pavement section is 2.5" / 4.0" / 12.0". This design assumes the subgrade will be firm and stable at the time of construction. BEDROCK FORMATION - No Bedrock was encountered. GROUNDWATER - Groundwater was observed in all five test pits at depths ranging from 8.5 to 12.0 feet below the existing ground surface. Monitoring wells were installed in three test pit. Groundwater levels were 0.5 to 2.0 feet higher one week after well installation. STORM WATER DISPOSAL - Standard infiltration trenches are preferred but design may be impacted by shallow groundwater. Both infiltration trenches and shallow surface basins or ponds appear to be common in surrounding subdivisions. Additional groundwater measurements are required to confirm peak elevations and therefore clearance for basin or trench construction. Any infiltration facility constructed on this site must extend to free draining sand and gravels encountered in the test pits. Free draining materials varied from 8.5 to 12 feet deep in the test pits. Excavation to free draining materials is to be confirmed at the time of construction. ACHD may require confirmation of percolation rate at the time of construction. STRUCTURAL FILL - Since surface soils contain lean clay, care must be taken if these materials are to be used as structural fill on building lots. Compaction of clay containing soils may seal crawlspaces and yard areas, greatly reducing percolation. Compaction of any fill placed within building pads or right of ways must exceed 95% of the maximum dry density as determined by Standard Proctor (ASTM D-698). Silt and clay soil used for fill must be within two percent of optimum moisture at the time of compaction. Blending of surface clay soils with deeper silt, cemented silt, and sand soils is strongly recommended. Structural fill must pass compaction testing and visual inspection for stability. Fill that passes compaction but is observed to rut or deflect under construction traffic is to be rejected. FOUNDATION DESIGN - Bearing pressures of up to 1500 psf are available on the native soils and tested and approved structural fills consisting of native soils. Foundations are to be sealed with mopped, sprayed, or rolled on sealer and embedded at least 24 inches below adjacent grade for frost protection. 208-440-6276 * bjarnoldpe@msn.com (2) Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC FOUNDATION BACKFILL - Building Code requires that soils used to back fill foundations meet the compaction requirements stated above. Low-density foundation backfill has been shown to be a major contributing factor to water accumulating in crawlspaces throughout the Treasure Valley. Homebuilders are encouraged to properly backfill all foundations. This is especially critical on lots where structural fills have been placed below the foundation. FOUNDATION ELEVATION - Foundation elevation and site grading must conform to the requirements of the Building Code. Elevation and grading must promote drainage away from the foundation. Landscaping should be designed to promote drainage away from foundations. Flowerbeds and landscaped areas must be designed such that irrigation water and roof runoff is not retained against foundations. FOUNDATION DRAINAGE - Roof gutters are recommended with down spouts directed away from foundations and not on to foundation backfill soils. Proper design and maintenance of sprinkler systems is required. Excessive watering may lead to water entering the crawl spaces. Drip type sprinkler heads should be used in flowerbeds near foundations. Lawn area sprinklers should not spray toward foundations or cause water to accumulate near foundations. 208-440-6276 * bjarnoldpe@msn.com (3) Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC TABLE OF CONTENTS EXECUTIVE SUMMARY.............................................................................................2 TABLE OF CONTENTS..............................................................................................4 INTRODUCTION......................................................................................................... 5 Purposeand Scope..........................................................................................5 Authorization..................................................................................................... 5 Warranty and Limitations..................................................................................5 RESEARCH & DOCUMENTATION............................................................................6 FieldExploration...............................................................................................6 LaboratoryTesting............................................................................................6 Proposed Construction.....................................................................................6 SITE DESCRIPTION / INFORMATION.......................................................................7 General............................................................................................................. 7 Subsurface Conditions.....................................................................................7 CONSTRUCTION RECOMMENDATIONS.................................................................8 Residential Foundation Systems......................................................................8 StructuralFill.....................................................................................................8 Stormwate r....................................................................................................... 8 Excavations...................................................................................................... 9 Groundwater..................................................................................................... 9 Slab on Grade Concrete...................................................................................9 Flexible Pavement Sections.............................................................................10 General Comments..........................................................................................10 APPENDIX..................................................................................................................11 208-440-6276 * bjarnoldpe@msn.com (4) Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC INTRODUCTION PURPOSE AND SCOPE This report presents the results of a Geotechnical Investigation performed for a proposed residential subdivision to be constructed on a 22 plus acre parcel located on the south side of Chateau Drive and east side of North Ten Mile Road in Meridian, Idaho. An address of 2220 North Ten Mile Road and an Ada County Parcel #S 1202325661 were provided for the property. The purpose of this investigation was to determine the subsurface soil conditions at the subject site and provide recommendations for civil and residential construction. The field investigation included a review of pertinent geotechnical and geologic data, a subsurface exploration by means of five excavated test pits, the collection of soil samples, and the laboratory testing of sampled soil materials. After the field investigation and measurements were completed, all available field and laboratory test data was reviewed along with the design information provided or assumed. Next an engineering analysis of the obtained data and the provided design information was performed and this report was prepared. This report summarizes our findings, conclusions and recommendations regarding the geotechnical aspects of the proposed residential development. AUTHORIZATION SITE Consulting, LLC received e-mailed authorization to proceed with this geotechnical investigation from Mr. Shawn Brownlee in late November- 2015. Authorization to proceed and the use of the recommendations provided by SITE indicate the client's acceptance of the scope of work and the warranty and limitations provided herein. WARRANTY AND LIMITATIONS Exploration and evaluation of subsurface conditions documented herein is considered sufficient to form a basis for the recommended foundation design. The provided recommendations are based on the available soil information and preliminary design details either assumed or furnished by the client. SITE warrants that these recommendations have been promulgated after being prepared in accordance with locally accepted professional engineering and geotechnical engineering practice. No other warranties are implied or expressed. 208-440-6276 * bjarnoldpe@msn.com (5) Post Office Box 190537 * Boise, Idaho 83719 SITE JSULTING, LLC RESEARCH & DOCUMENTATION FIELD EXPLORATION On December 2, 2015, SITE supervised the excavation of five test pits by Culver Excavation of Boise, Idaho. Culver utilized a rubber tire, Case backhoe with a 24 -inch bucket to perform this investigation. Our staff logged the test pits in the field and gathered representative samples from the test pits. The samples were field classified, labeled according to test pit number and depth, sealed in plastic storage bags and transported to the laboratory for further testing. Test pits were advanced at or near locations discussed with the client. Each test pit was advanced to a depth where deeper excavation was not possible due to sloughing soils. Groundwater was encountered in all five test pits. A hand held GPS unit was used to determined test pit locations. These locations were then plotted on a aerial photo obtained from Google Earth. The Aerial Photo is included in the Appendix. The test pit locations shown are believed to be accurate to within several feet of the actual test locations. LABORATORY TESTING In addition to the field investigation, a supplemental laboratory -testing program was conducted to determine additional pertinent engineering characteristics of the foundation soils. The laboratory -testing program included supplementary visual classification and moisture content determinations on selected samples. Selected samples were subjected to Grain Size Analysis, Moisture Content Determination and Atterberg Limits. A sample of the second soil horizon was selected for R -Value analysis. This test was performed by Pavement Engineering, Inc. of Redding, California. All phases of the laboratory testing program were conducted in general accordance with applicable ASTM Standards. All results are reported on the test pit logs in the Appendix. PROPOSED CONSTRUCTION According to the client this project is to include ACHD right of ways and lots for single family residential building lots. Access will be from Drive to the north and Ten Mile Road to the west. No stub streets were observed in the subdivisions to the south and east of this property. ACHD pavement sections, groundwater monitoring, and stormwater and residential construction recommendations were requested. 208-440-6276 * bjarnoldpe@msn.com (6) Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC SITE DESCRIPTION / INFORMATION GENERAL An Address of 2220 North Ten Mile Road and an Ada County Parcel number of #S1202325661 are assigned to the subject property. Ada County records indicate the property includes 22.1 acres. Residential subdivisions are located south and east of the subject property with Ten Mile Road to the west and Chateau Drive to the north. Historical aerial photos indicate the property has been farm land in the recent past. SUBSURFACE CONDITIONS At the time of test pit excavation the site surface was frozen 3-4 inches deep and was firm and stable and supported the retained backhoe without rutting or deflections. The site is divided into east and west halves by the Rutledge Lateral Canal that flows from south to north across the site. The Rutledge is an elevated canal, meaning earthen banks are present on both sides of the canal. The fields to the east and west appear to have been land leveled to promote surface irrigation. The west field drains to the south and the east field drain to the east. A small residence constructed in 1920 is present in the northwest corner of the property. The site surface is either lean clay with sand or clayey sand. Land leveling may have contributed to this later being deeper near the Rutledge Lateral and shallower at the end of the fields. At the time of excavation, the latest crops has been harvested and the farm fields leveled. Therefore, there was very little root zone present. The cultivated depth was observed to be 18-22 inches deep. This will require re -compaction of the subgrade below structural fill or pavement layer materials. Contact with gravel varied greatly with contact as shallow as 2.5 feet (TP -3) and as deep as 7.5 feet (TP -4). Groundwater was encountered in all test pits within the sand and gravel layer and typically just below gravel contact. In TP -4 there was a dense, firm layer of silty pitrun from 10-12 feet deep. It appeared this layer was holding the groundwater down. Groundwater roses in all five test pits after it was reached. Excavation of all test pits was halted just below the groundwater level due to sloughing soils. Excavation halted in free draining soils (perc rate = 8 in / hr) in all five test pits. Excavation to free draining materials is to be confirmed at the time of construction. It should be anticipated that ACHD will require confirmation of percolation rate at the time of construction. 208-440-6276 * bjarnoldpe@msn.com (7) Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC CONSTRUCTION RECOMMENDATIONS RESIDENTIAL FOUNDATION SYSTEMS For conventional, shallow, residential foundations, bearing pressures of up to 1500 psf are allowed. Such foundations are to be founded atop stable native soils or tested and approved structural fill. If clay soils are present after crawlspace excavation, it is recommended that this or another engineer be contracted to evaluate the clay soil. Foundations are not to be constructed atop fat, expansive, clay soil unless approved by a professional engineer. Removal and replacement of unacceptable soils may be required. Specific recommendations are to be provided for each lot where unacceptable clay is encountered at the foundation support elevation. STRUCTURAL FILL Structural fill to be placed within ACHD right of ways or on building lots shall be free from organic matter or other deleterious substances and shall be non -expansive. Structural fill should be placed in uniform, thin horizontal lifts not to exceed twelve inches in compacted thickness; moisture conditioned as necessary and compacted to a minimum relative compaction of 95% based on the ASTM Test Method D1557, Modified Proctor. Compaction of structural fills should be verified by inplace density testing and construction observations. Field nuclear moisture - density testing shall be performed on at least every lift of compacted fill with one test per lot or one every 300 feet of roadway. A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. Subgrade surface and structural fill must be stable. Rutting or deflecting materials are to be rejected and repaired as needed regardless of passing compaction test results. STORM WATER Onsite soils will become very soft and difficult to traverse if wet at the time of construction. It is therefore recommended that construction occur during dry weather. All storm runoff is to be directed away from open excavations and not be allowed to puddle on subgrade soils. If construction is to occur during wet season conditions then soft soils must be considered. If the subgrade is wet, traffic with rubber tired equipment is to be avoided since rubber tired equipment will increase rutting and deflections of wet or saturated surface soils. It can be anticipated that the clay soils on the surface will quickly become too wet for any vehicular traffic. If construction must occur when subgrade soils are wet; geotextiles, geogrids, and lime and/or cement stabilization methods can be considered and designed as needed. 208-440-6276 * bjarnoldpe@msn.com (8) Post Office Box 190537 * Boise, Idaho 83719 SITE JSULTING, LLC EXCAVATIONS Dewatering of subsurface utility trenches should be anticipated. Shallow excavations that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth, it is recommended that slopes not exceed a vertical to horizontal ratio of one to one. The ability of the materials on site to maintain a vertical or near vertical excavation when standing open without support over any extended period can be expected to be quite variable. Proper care must be taken to protect personnel and equipment. Foundation excavation shoring may be necessary. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state, and federal requirements. GROUNDWATER Groundwater was encountered in all five test pits. Monitoring wells were installed in three test pits to allow for future measurements. Depths to water are reported on the test pit logs. It appears that variations in depths may be due to changes in the surface elevation at the test pit / well locations. It is anticipated that groundwater will rise to higher levels during the irrigation season. Well measurements are recommended starting in late March and continuing until peak values are obtained. SLAB ON GRADE CONCRETE Concrete slab on grade floors, sidewalks and pavements should be placed atop a minimum of four inches of imported structural fill. The structural fill should consist of sand or sand - gravel mixture with non -plastic fines. The material should all pass a one inch sieve and should contain less than twelve percent passing the # 200 sieve. The granular mat shall be compacted to the requirement for structural fill. Prior to the placement of base gravel, inspection must confirm that all fat clay has been removed from beneath slab on grade concrete. If removal is impractical, then the granular structural fill should be increased to eight inches. 208-440-6276 * bjarnoldpe@msn.com (9) Post Office Box 190537 * Boise, Idaho 83719 SITE NSULTING, LLC FLEXIBLE PAVEMENTS Based upon an R -value result of R=6 the following pavement section is recommended for residential streets. Pavement Layer TI=6 & R=6 Asphaltic Concrete 2.5" Base Coarse (Y4" minus) 4.0" Sub base (Pitrun) 12.0" ACHD typically requires new developments to match the existing pavement section on adjacent arterial/collector streets such Chateau and Ten Mile. Should a site specific design be required, an additional sample from these right of way will be gathered and submitted for R -Value testing. ACHD or a traffic study will need to provide a Traffic Index for design calculations. GENERAL COMMENTS After the plans and specifications for each subdivision phase are completed, it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork and foundation recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. Engineering inspection, construction monitoring, and materials testing have been recommended and must be performed to verify conditions and suitability of materials used for structural fills and to confirm subgrade stability and proper placement and compaction of structural fills. Any deviations from the noted subsurface conditions should be brought to the attention of this consultant. This report has been prepared for the exclusive use of the identified client and their retained design consultants and contractors. Findings and recommendations within this report are for specific application to the proposed residential subdivision as described here and apply only to the property identified. Appendix follows 208-440-6276 * bjarnoldpe@msn.com (10) Post Office Box 190537 * Boise, Idaho 83719 SITE ULTING, LLC APPENDIX Location Map / Aerial Photo Site Aerial Photo Test Pit Logs (5) Pavement Section Calcs R -Value Report Soil Log Legend Abbreviations and Acronyms 208-440-6276 * bjarnoldpe@msn.com ( 11 ) Post Office Box 190537 * Boise, Idaho 83719 SITE ULTING, LLC PROJECT LOCATION Aerial Photo — Google Earth 208-440-6276 * bjarnoldpe@msn.com (12 ) Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC Aerial Photo with approximate Boring Locations From Google Earth locations by cell phone GPS 208-440-6276 * bjarnoldpe@msn.com (13 ) Post Office Bax 190537 * Boise, Idaho 83719 Test Pit #: TP -1 "SITE NSULTING, LLC Test Pit Log File: 15212A Client: Trilogy Date Excavated: 12/02/15 Project: 2220 North Ten Mile Road Excavator: Culver Excavation Location: NW Corner, East of Canal Logged By: B. Arnold DEPTH sample # # # # (feet) SOILS DESCRIPTION Type 30 40 100 I 200 1 M I PI LL 0.0 Brown, Dry to Moist, Silty, Bag — Clayey, Sand 1.0 2.0 Cultivated to 20" 4- 6" Rootzone — Organic 2.0 Brown, Moist, Clayey Sand (SC) Bag 99 79 53 46.2 14.0 15.8 25.4 — 3.0 4.0 4.0 Thin, White to Tan, Moist, Bag 78 76 32 25.9 11.4 NP NP - SAND 4.5 5.0 5.0 Gravel Contact 5.0 Pitrun type Sand & Gravel Bag - grades coarser with depth 8.0 11.5 Free Draining at 7', H2O at 10' (44) 11.5 Bottom of Hole Sloughing stopped Excavation Groundwater Entering at 10' Monitoring Well Installed 12/04/15 water at 9.4' 208-440-6276 * bjarnoldpe@msn.com (14) Post Office Box 190537 * Boise, Idaho 83719 Test Pit #: TP -2 SITE JSULTING, LLC Test Pit Log File: 15212A Client: Trilogy Date Excavated: 12/02/15 Project: 2220 North Ten Mile Road Excavator: Culver Excavation Location: NE Corner, East of Canal Logged By: K. Arnold DEPTH sample q # q q (feet) SOILS DESCRIPTION Type 30 40 100 200 M PI LL 0.0 Brown, Dry to Moist, Silty, Clay Bag — with Sand 1.0 1.5 Cultivated to 18" 4- 6" Rootzone — Organic 1.5 Brown, Moist, Sandy, SILT Bag — 3.0 3.0 3.0 Gravel Contact 3.0 Pitrun type Sand & Gravel Bag 71 16 2.0 1.0 2.7 NP NP - grades coarser with depth 8.0 9.0 Free Draining at 7', H2O at 8.5' (44) 9.0 Bottom of Hole Sloughing stopped Excavation Groundwater Entering at 8.5' 208-440-6276 * bjarnoldpe@msn.com (15) Post Office Box 190537 * Boise, Idaho 83719 Test Pit #: TP -3 SITE ULTING, LLC Test Pit Log Client: Trilogy Project: 2220 North Ten Mile Road Location: South End, East of Canal File: 15212A Date Excavated: 12/02/15 Excavator: Culver Excavation Logged By: B. Arnold DEPTH sample # # # # (feet) SOILS DESCRIPTION Type 10 40 100 200 M PI LL 0.0 Brown, Dry to Moist, Sandy Bag 97 75 66 61.4 13.7 14.3 32.2 — CLAY (CL) 1.0 2.5 Cultivated to 18" 4- 6" Rootzone — Organic 2.5 Gravel Contact 2.5 Pitrun type Sand & Gravel Bag - grades coarser with depth 8.0 10.5 Free Draining at 6.5 H2O at SIN (44) 11.5 Bottom of Hole Sloughing stopped Excavation Groundwater Entering at 9.5' Monitoring Well Installed 12/04/15 water at 7.3' 208-440-6276 * bjarnoldpe@msn.com (16) Post Office Box 190537 * Boise, Idaho 83719 Test Pit #: TP -4 SITE NSULTING, LLC Test Pit Log Client: Trilogy Project: 2220 North Ten Mile Road Location: NW Corner, West of Canal File: Date Excavated: Excavator: 15212A 12/02/15 Culver Excavation Logged By: B. Arnold DEPTH Sample # # # (feet) SOILS DESCRIPTION Type 10 40 11010 200 M PI LL 0.0 Brown, Dry to Moist, Silty, Bag 81 53 32 22.8 9.6 NP NP — SAND (SM) 1.0 2.0 Cultivated to 20" 6-8" Rootzone — Organic 2.0 Brown, Moist, Sandy, CLAY (CL) Bag 96 76 68 63.7 10.8 13.0 32.6 — 3.0 5.0 R -Value R=6 5.0 Thin, White to Tan, Moist, Bag 25.7 - Cemented SILT 5.0 5.5 (Hardpan layer) 5.5 Brown, Moist, Silty, SAND Bag - 6.0 7.5 7.5 Gravel Contact 5.0 Silty Pitrun type Sand & Gravel Bag - grades coarser with depth. 8.0 12.0 VERY FIRM at 10-12' (44) Water below firm layer Free Draining at 12', H2O at 12' 13.0 Bottom of Hole Sloughing stopped Excavation Groundwater Entering at 12' Monitoring Well Installed 12/04/15 water at 10.6' 208-440-6276 * bjarnoldpe@msn.com (17) Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC Test Pit Log Test Pit #: TP -5 File: 15212A Client: Trilogy Date Excavated: 12/02/15 Project: 2220 North Ten Mile Road Excavator: Culver Excavation Location: SE Corner, West of Canal Logged By: K. Arnold DEPTH Sample # # # # (feet) SOILS DESCRIPTION Type I 10 40 100 200 M PI LL 0.0 Brown, Dry to Moist, Silty, Clay Bag – Cultivated to 18" 1.0 1.0 6-8" Rootzone –Organic 1.0 Brown, Moist, CLAY (CL) Bag 99 95 90 87.2 22.7 8.2 29.9 – 3.0 4.0 4.0 Brown to Tan, Moist, - Cemented, Silt/Sand 6.0 6.0 Gravel Contact 6.0 Pitrun type Sand & Gravel Bag - grades coarser with depth 8.0 11.0 Free Draining at 8', H2O at 10.5' (-84) 11.0 Bottom of Hole Sloughing stopped Excavation Groundwater Entering at 10.5' — _LL 208-440-6276 * bjarnoldpe@msn.com (18) Post Office Box 190537 * Boise, Idaho 83719 SITE ULTING. LLC DESIGN SECTION CALCULATIONS (ACHD R -Value Method) Project: Ten Mile & Chateau File No.: 15212A 2220 N. Ten Mile Road Calc By: B. Arnold Client: Trilogy / Brownlee Date: 12/22/15 Design Thickness Equation: T= 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 By Agency GE = Gravel Equivalent R = R -Value = 6 By Soils Test GE= 22.2 Inches ACHD ACP, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.3 Inches 3/4" Road Base Thickness Desired= 4.0 Inches RBE= 5.1 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 11.9 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 (19) Post Office Box 190537 • Boise, Idaho 83719 "SITE NSULTING. LLC R -Value Test Result Pavement Engineering Inc. RESISTANCE (R) VALUE TEST ASTM D 2844 Laboratory No.: L151966. 468 Project No.: 150172 305 Expansion Pressure Sample Date: n/a '.. 13 22 Report Date: December 16, 2015 12.6 Client: Site consulting LLc Project Name: 2015 Laboratory Testing Sample Description: Brown Sandy Clay Sample Location: Ten Mile Road Cd Chateau Lane -- — 100 90 80 70 60 50 � 40 rn 30 20 10 -� 0 800 700 600 500 400 300 200 100 0 Exudation Pressure (P.S.I.) Resistance Value Test —300 P.S.I. Specimen No. 1 2 3 Moisture Content(% 12.6 13.6 13.2 Dr Density PCF 122.6 120.2 122.4 Resistance Value R 7 3 6 Exudation Pressure (PSI) RESISTANCE VALUE AT 300 P.S.L 6 Reviewed By'. ,Alex Brandon Rodebaugh -^ `--- Materials Engineer 208-440-6276 * bjarnoldpe@msn.com (20 ) Post Office Box 190537 * Boise, Idaho 83719 468 221 305 Expansion Pressure 35 13 22 As Received Moisture Content (°h) 12.6 SITE NSULTING, LLC SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD 0 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES) MAJOR DIVISIONS American Society for Testing and Materials =1 Asphaltic Concrete Pavement ISPWC Idaho Standard for Public Works Construction ITD DESCRIPTIONS COARSE GRAINED GRAVEL& <5%-#200 GW Well -graded gravel, gravel -sand mixture, little ornofines. SOILS GRAVELLY <50%-#200 SOILS <50%-#4 GP Poorly -graded gravel, gravel sand mixture, little or no foes 5-12%-#200 GM Silty gravel, gravel -sand -silt mixtures > 12%-#200 GC Clayey gravel, gravel -sand -clay mixtures SAND &SANDY <5%-#200 SW Well -graded sand, gravelly sand, little or no fines. SOILS >50%-#4 5PI Poorly -graded sand, gravelly sand, littleornofines >12%-#200 SM Silty sand, sand -silt mixtures SC Clayey sand, sand -clay mixtures FINE SILTS AND CLAYS INORGANIC ML Inorganic silt and very fine sand, rock flour, silty or clayey GRAINED LL<50% fine sand or clayey silt with slight plasticity SOILS > 50%- #200 CL Lean clay -low to medium plasticity, gravelly clay, sandy clay, silty clay ORGANIC OL Organic silt and organic silty clay of low plasticity SILTS ANO CIAVS INORGANIC MH Elastic silt, micaceous or diatomaceous fine sand or silty soil. LU 50% CH Fat clay - high plasticity ORGANIC OH Organic clay-med. or high plasticity: organic silt HIGHLYORGANICPT Peat,humus, swamp soil with high organic content SOILS ABBREVIATIONS AND ACRONYMS ASTM American Society for Testing and Materials ACP Asphaltic Concrete Pavement ISPWC Idaho Standard for Public Works Construction ITD Idaho Transportation Department NP Non Plastic TP Test Pit USCS Unified Soil Classification System NOTHING FOLLOWS 208-440-6276 * bjarnoldpe@msn.com (21 ) Post Office Box 190537 * Boise, Idaho 83719 Parcel Map Check Report Client: Shawn Brownlee Trilogy Development LLC 2358 S. Titanium Place Date: 4/14/2016 Prepared by: Kevin Craig Bailey Engineering, Inc. 4242 N. Brookside Ln Parcel Name: Block 1 - Block 1 LOT I Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,510.6147' East:4,098.3499' Segment# 1: Line Course: N0' 18'47.93"E Length: 20.001' North: 4,530.6154' East: 4,098.4593' Segment# 2: Line Course: S89° 05'53.07"E Length: 392.807' North: 4,524.4322' East: 4,491.2176' Segment# 3: Line Course: S44° 05'53.07"E Length: 28.284' North: 4,504.1201' East: 4,510.9002' Segment# 4: Line Course: N89° 05'53.07"W Length: 65.000' North: 4,505.1432' East: 4,445.9082' Segment# 5: Line Course: N89° 05'53.07"W Length: 50.000' North: 4,505.9303' East: 4,395.9144' Segment# 6: Line Course: N89° 05'53.07"W Length: 50.000' North: 4,506.7173' East: 4,345.9206' Segment# 7: Line Course: N89° 05'53.07"W North: 4,507.5044' Segment# 8: Line Course: N89° 05'53.07"W North: 4,508.4100' Segment# 9: Line Course: N89° 05'53.07"W North: 4,509.0422' Segment# 10: Line Course: N89° 05' 53.07"W North: 4,510.6148' Perimeter: 853.694' Error Closure: 0.0007 Error North : 0.00015 Precision 1: 1,219,562.857 Length: 50.000' East: 4,295.9268' Length: 57.533' East: 4,238.4009' Length: 40.165' East: 4,198.2409' Length: 99.904' East: 4,098.3493' Area: 8,054.08Sq.Ft. Course: N77° 27'59.75"W East: -0.00066 Parcel Name: Block 1 - Block 1 LOT 10 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,349.4443' East:4,203.8246' Segment# 1: Line Course: N89° 41'12.07"W Length: 106.354' North: 4,350.0259' East: 4,097.4721' Segment# 2: Line Course: NO' 18'47.93"E Length: 111.034' North: 4,461.0582' East: 4,098.0793' Segment# 3: Line Course: S54° 56' 14.46"E Length: 132.675' North: 4,384.8402' East: 4,206.6770' Segment# 4: Curve Length: 36.286' Delta: 41.1693 (d) Chord: 35.511' Course In: S64° 48'3037E RP North: 4,363.3452' End North: 4,349.4443' Perimeter: 386.350' Error Closure: 0.0004 Error North: -0.00005 Precision 1: 965,872.500 Radius: 50.500' Tangent: 18.966' Course: S4° 36'24.56"W Course Out: S74° 01' 19.90"W East: 4,252.3740' East: 4,203.8249' Area: 7,858.3OSq.Ft. Course: S82° 40'56.78"E East: 0.00035 Parcel Name: Block 1 - Block 1 LOT 11 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,299.3978' East:4,212.1966' Segment# 1: Line Course: N89° 41' 12.07"W North: 4,300.0266' Segment# 2: Line Course: NO' 18'47.93"E North: 4,350.0259' Segment# 3: Line Course: S89° 41' 12.07"E North: 4,349.4443' Segment# 4: Curve Length: 15.347' Delta: 17.4127 (d) Chord: 15.288' Course In: N74° 01' 19.90"E Length: 115.000' East: 4,097.1984' Length: 50.000' East: 4,097.4718' Length: 106.354' East: 4,203.8242' Radius: 50.500' Tangent: 7.733' Course: S24° 41'02.98"E Course Out: S56° 36'34.15"W RP North: 4,363.3452' End North: 4,335.5529' Segment# 5: Line Course: S16° 32'18.96"E North: 4,328.3277' Segment# 6: Line Course: SO' 18'47.93"W North: 4,299.3982' Perimeter: 323.169' Error Closure: 0.0006 Error North : 0.00037 Precision 1: 538,613,333 East: 4,252.3733' East: 4,210.2089' Length: 7.537' East: 4,212.3544' Length: 28.930' East: 4,212.1962' Area: 5,661.14Sq.Ft. Course: N52° 18'41.99"W East: -0.00048 Parcel Name: Block 1 - Block 1 LOT 12 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,249.3985' East:4,211.9232' Segment# 1: Line Course: N89° 41'12.07"W Length: 115.000' North: 4,250.0274' East: 4,096.9249' Segment# 2: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,300.0266' East: 4,097.1984' Segment# 3: Line Course: S89 41'12.07"E Length: 115.000' North: 4,299.3978' East: 4,212.1966' Segment# 4: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,249.3985' East: 4,211.9232' Perimeter: 330.000' Error Closure: 0.0000 Error North 0.00000 Precision 1: 330,000,000.000 Area: 5,750.00Sq.Ft. Course: NO' 00'00.00"E East: 0.00000 Parcel Name: Block 1 - Block 1 LOT 13 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,199.3993' East:4,211.6498' Segment# 1: Line Course: N89° 41' 12.07W Length: 115.000' North: 4,200.0281' East: 4,096.6515' Segment# 2: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,250.0274' East: 4,096.9249' Segment# 3: Line Course: S89° 41'12.07"E Length: 115.000' North: 4,249.3985' East: 4,211.9232' Segment# 4: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,199.3993' East: 4,211.6498' Perimeter: 330.000' Area: 5,750.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 330,000,000.000 Parcel Name: Block 1 - Block 1 LOT 14 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,149.4000' East:4,211.3764' Segment# 1: Line Course: N89° 41' 12.07"W Length: 115.000' North: 4,150.0289' East: 4,096.3781' Segment# 2: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,200.0281' East: 4,096.6515' Segment# 3: Line Course: S89° 41'12.07"E Length: 115.000' North: 4,199.3993' East: 4,211.6498' Segment# 4: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,149.4000' East: 4,211.3764' Perimeter: 330.000' Area: 5,750.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 330,000,000.000 Parcel Name: Block 1 - Block 1 LOT 15 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,099.4008' East:4,211.1030' Segment# 1: Line Course: N890 41' 12.07W North: 4,100.0296' Segment# 2: Line Course: NO' 18'47.93"E Length: 115.000' East: 4,096.1047' Length: 50.000' North: 4,150.0289' Segment# 3: Line Course: S89° 41' 12.07E North: 4,149.4000' Segment# 4: Line Course: SO' 18'47.93"W North: 4,099.4008' Perimeter: 330.000' Error Closure: 0.0000 Error North : 0.00000 Precision 1: 330,000,000.000 East: 4,096.3781' Length: 115.000' East: 4,211.3764' Length: 50.000' East: 4,211.1030' Area: 5,750.0OSq.Ft. Course: NO' 00'00.00"E East: 0.00000 Parcel Name: Block 1 - Block 1 LOT 16 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,049.4015' East:4,210.8295' Segment# 1: Line Course: N89° 41' 12.07W Length: 115.000' North: 4,050.0304' East: 4,095.8313' Segment# 2: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,100.0296' East: 4,096.1047' Segment# 3: Line Course: S89'41' 12.07E Length: 115.000' North: 4,099.4008' East: 4,211.1030' Segment# 4: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,049.4015' East: 4,210.8295' Perimeter: 330.000' Error Closure: 0.0000 Error North : 0.00000 Precision 1: 330,000,000.000 Area: 5,750.00Sq.Ft. Course: NO' 00'00.00"E East: 0.00000 Parcel Name: Block I - Block 1 LOT 17 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,999.4065' East:4,209.7879' Segment# 1: Line Course: N89° 41' 12.07W North: 4,000.0311' Segment# 2: Line Course: NO° 18147.93"E North: 4,050.0304' Segment# 3: Line Course: S89° 41'12.07"E North: 4,049.4015' Segment# 4: Line Course: SO' 18'47.93"W North: 4,001.8862' Segment# 5: Line Course: S17° 29'41.75"W North: 3,999.4056' Perimeter: 329.348' Error Closure: 0.0010 Error North: -0.00092 Precision 1: 329,349.000 Length:. 114.232' East: 4,095.5577' Length: 50.000' East: 4,095.8311' Length: 115.000' East: 4,210.8294' Length: 47.516' East: 4,210.5695' Length: 2.601' East: 4,209.7876' Area: 5,749.05Sq.Ft. Course: S20° 26' 54.31 "W East: -0.00034 Parcel Name: Block 1 - Block 1 LOT 18 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,984.4442' East:4,202.8467' Segment# 1: Line Course: N89° 41' 12.07"W Length: 107.372' North: 3,985.0314' East: 4,095.4763' Segment# 2: Line Course: NO' 18'47.93"E Length: 15.000' North: 4,000.0311' East: 4,095.5583' Segment# 3: Line Course: S89° 41' 12,07E Length: 114.232' North: 3,999.4065' East: 4,209.7886' Segment# 4: Line Course: S17° 29' 41.75"W Length: 5.080' North: 3,994.5615' East: 4,208.2614' Segment# 5: Curve Length: 11.500' Radius: 50,500' Delta: 13.0472 (d) Tangent: 5.775' Chord: 11.475' Course: S28° 09' 10.55"W Course In: S55° 19'24.43 "E Course Out: N68° 22' 14.47W RP North: 3,965.8298' East: 4,249.7915' End North: 3,984.4441' East: 4,202.8473' Perimeter: 253.184' Area: 1,664.92Sq.Ft. Error Closure: 0.0006 Course: S84° 04'58.29"E Error North: -0.00006 East: 0.00061 Precision 1: 421,973.333 Parcel Name: Block 1 - Block 1 LOT 19 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 3,950.2640' East:4,201.7497' Segment# 1: Line Course: S72° 02'49.28"W North: 3,915.7070' Segment# 2: Line Course: NO' 18'47.93"E North: 3,985.0309' Segment# 3: Line Course: S89° 41'12.07"E North: 3,984.4438' Segment# 4: Curve Length: 34.887' Delta: 39.5823 (d) Chord: 34.198' Course hi: S68° 22' 14.4711E RP North: 3,965.8295' End North: 3,950.2635' Perimeter: 323.697' Error Closure: 0.0008 Error North: -0.00042 Precision 1: 404,620.000 Length: 112.112' East: 4,095.0965' Length: 69.325' East: 4,095.4756' Length: 107.372' East: 4,202.8459' Radius: 50.500' Tangent: 18.172' Course: S1° 50' 17.40"W Course Out: S72° 02'49.28"W East: 4,249.7901' East: 4,201.7490' Area: 5,457.16Sq.Ft. Course: S59° 04'17.49"W East: -0.00071 Parcel Name: Block 1 - Block 1 LOT 2 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,505.1431' East:4,445.9083' Segment# 1: Line Course: S89° 05153.07E Length: 65.000' North: 4,504.1199' Segment# 2: Line Course: SO' 54'06.93"W North: 4,412.1313' Segment# 3: Line Course: S45° 54'06.93"W North: 4,399.3374' Segment# 4: Line Course: N89° 05'53.07"W North: 4,400.1559' Segment# 5: Line Course: NO' 54' 06.93"E North: 4,505.1429' Perimeter: 332.385' Error Closure: 0.0002 Error North :-0.00016 Precision 1: 1,661,925.000 East: 4,510.9003' Length: 92.000' East: 4,509.4521' Length: 18.385' East: 4,496.2489' Length: 52.000' East: 4,444.2554' Length: 105.000' East: 4,445.9082' Area: 6,740.5OSq.Ft. Course: S45° 54'06.93"W East: -0.00016 Parcel Name: Block 1- Block 1 LOT 20 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,814.2350' East:4,094.5418' Segment# 1: Line Course: NO° 18' 47.93"E North: 3,915.7075' Segment# 2: Line Course: N72° 02'49.28"E North: 3,950.2645' Length: 101.474' East: 4,095.0967' Length: 112.112' East: 4,201.7500' Segment# 3: Curve Length: 30.460' Delta: 34.5586 (d) Chord: 30.000' Course In: N72° 02'49.28"E RP North: 3,965.8304' End North: 3,925.7599' Segment# 4: Line Course: S41° 10'09.80"W North: 3,813.7482' Segment# 5: Line Course: N88° 56'55.50"W North: 3,814.2356' Perimeter: 419.411' Error Closure: 0.0006 Error North : 0.00059 Precision 1: 699,020.000 Radius: 50.500' Tangent: 15.709' Course: S35 13'56.15"E Course Out: S37° 29' 18.41"W East: 4,249.7911' East: 4,219.0567' Length: 148.800' East: 4,121.1036' Length: 26.566' East: 4,094.5421' Area: 9,357.89Sq.Ft. Course: N20° 35'05.89"E East: 0.00022 Parcel Name: Block 1 - Block 1 LOT 21 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,805.0625' East:4,594.4086' Segment# 1: Line Course: S1° 03'04.50"W Length: 35.000' North: 3,770.0684' East: 4,593.7664' Segment# 2: Line Course: N88° 56' 55.50"W Length: 499.500' North: 3,779.2326' East: 4,094.3505' Segment# 3: Line Course: NO' 18'47,93"E Length: 35.003' North: 3,814.2351' East: 4,094.5419' Segment# 4: Line Course: S88° 56'55.50"E Length: 26.566' North: 3,813.7477' East: 4,121.1035' Segment# 5: Line Course: S88° 56'55.50"E Length: 116.520' North: 3,811.6099' East: 4,237.6038' Segment# 6: Line Course: S88° 56'55.50"E Length: 76.865' North: 3,810.1997' East: 4,314.4559' Segment# 7: Line Course: S88° 56'55.50"E Length: 70.000' North: 3,808.9154' East: 4,384.4441' Segment# 8: Line Course: S88° 56'55.50"E Length: 70.000' North: 3,807.6311' East: 4,454.4323' Segment# 9: Line Course: S88° 56'55.50"E Length: 70.000' North: 3,806.3469' East: 4,524.4206' Segment# 10: Line Course: S88° 56'55.50"E Length: 70.000' North: 3,805.0626' East: 4,594.4088' Perimeter: 1,069.454' Area: 17,490.39Sq.Ft. Error Closure: 0.0002 Course:. N64° 32'43.04"E Error North: 0.00009 East: 0.00020 Precision 1: 5,347,270.000 Parcel Name: Block 1 - Block 1 LOT 22 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,813.7476' East:4,121.1032' Segment# 1: Line Course: N41° 10'09.80"E North: 3,925.7593' Segment# 2: Curve Length: 30.460' Delta: 34.5586 (d) Chord: 30.000' Course In: N37' 29' 18.41"E RP North: 3,965.8298' End North: 3,915.3958' Segment# 3: Line Course: S5° 17'17.50"W North: 3,811.6095' Segment# 4: Line Course: N88° 56'55.50"W North: 3,813.7472' Perimeter: 400.009' Error Closure: 0.0006 Error North: -0.00036 Precision 1: 666,683.333 Length: 148.800' East: 4,219.0564' Radius: 50.500' Tangent: 15.709' Course: S69° 47'27.02"E Course Out: S2° 55'47.54"W East: 4,249.7908' East: 4,247.2095' Length: 104.230' East: 4,237.6031' Length: 116.520' East: 4,121.1028' Area: 8,094.32Sq.Ft. Course: S53° 34'48.67"W East: -0.00049 Parcel Name: Block 1 - Block 1 LOT 23 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,811.6098' East:4,237.6032' Segment# 1: Line Course: N5' 17' 17.50"E Length: 104.230' North: 3,915.3962' East: 4,247.2096' Segment# 2: Curve Length: 31.943' Radius: 50.500' Delta: 36.2419 (d) Tangent: 16.526' Chord: 31.413' Course: N74° 48'32.20"E Course In: N2° 55'47.54"E Course Out: S33° 18'43.14"E RP North: 3,965.8302' East: 4,249.7909' End North: 3,923.6277' East: 4,277.5254' Segment# 3: Line Course: N73° 52' 10.68"E Length: 7.680' North: 3,925.7614' East: 4,284.9030' Segment# 4: Line Course: S88° 56'55.50"E Length: 31.668' North: 3,925.1804' East: 4,316.5657' Segment# 5: Line Course: S1° 03'04.50"W Length: 115.000' North: 3,810.1998' East: 4,314.4558' Segment# 6: Line Course: N88° 56'55.50"W Length: 76.865' North: 3,811.6100' East: 4,237.6037' Perimeter: 367.386' Area: 8,092.20Sq.Ft. Error Closure: 0.0005 Course: N74° 03'02.61"E Error North: 0.00014 East: 0.00051 Precision 1: 734,772.000 Parcel Name: Block 1 - Block 1 LOT 24 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,810.1996' East:4,314.4557' Segment# 1: Line Course: NI° 03'04.50"E Length: 115.000' North: 3,925.1802' East: 4,316.5656' Segment# 2: Line Course: S88° 56'55.50"E Length: 70.000' North: 3,923.8960' East: 4,386.5538' Segment# 3: Line Course: S1° 03'04.50"W Length: 115.000' North: 3,808.9153' East: 4,384.4439' Segment# 4: Line Course: N88° 56'55.50"W Length: 70.000' North: 3,810.1996' East: 4,314.4557' Perimeter: 370.000' Area: 8,05O.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 370,000,000.000 Parcel Name: Block 1 - Block 1 LOT 25 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,808.9153' East:4,384.4439' Segment# 1: Line Course: Nl° 03'04.50"E Length: 115.000' North: 3,923.8960' East: 4,386.5538' Segment# 2: Line Course: S88° 56'55.50"E Length: 70.000' North: 3,922.6117' East: 4,456.5420' Segment# 3: Line Course: S1° 03'04.50"W Length: 115.000' North: 3,807.6311' Segment# 4: Line Course: N88° 56' 55.50"W North: 3,808.9153' Perimeter: 370.000' Error Closure: 0,0000 Error North : 0.00000 Precision 1:370,000,000.000 East: 4,454.4321' Length: 70.000' East: 4,384.4439' Area: 8,05O.00Sq.Ft. Course: NO' 00'00.00"E East: 0.00000 Parcel Name: Block 1 - Block 1 LOT 26 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,807.6310' East:4,454.4321' Segment# 1: Line Course: Nl° 03'04.50"E North: 3,922.6117' Segment# 2: Line Course: S88° 56'55.50"E North: 3,921.3274' Segment# 3: Line Course: S1° 03'04.50"W North: 3,806.3468' Segment# 4: Line Course: N88° 56' 55.50"W North: 3,807.6310' Perimeter: 370.000' Error Closure: 0.0000 Error North: 0.00000 Length: 115.000' East: 4,456.5420' Length: 70.000' East: 4,526.5302' Length: 115.000' East: 4,524.4204' Length: 70.000' East: 4,454.4321' Area: 8,05O.00Sq.Ft. Course: NO' 00'00.00"E East: 0.00000 Precision 1: 370,000,000.000 Parcel Name: Block 1 - Block 1 LOT 27 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 3,806.3468' East:4,524.4204' Segment# 1: Line Course: Nl° 03'04.50"E Length: 115.000' North: 3,921.3274' East: 4,526.5302' Segment# 2: Line Course: S88° 56'55.50"E Length: 70.000' North: 3,920.0431' East: 4,596.5185' Segment# 3: Line Course: S1° 03'04.50"W Length: 115.000' North: 3,805.0625' East: 4,594.4086' Segment# 4: Line Course: N88° 56'55.50"W Length: 70.000' North: 3,806.3468' East: 4,524.4204' Perimeter: 370.000' Area: 8,050.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 370,000,000.000 Parcel Name: Block 1 - Block 1 LOT 3 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,505.9301' East:4,395.9145' Segment# 1: Line Course: S89° 05'53.07"E Length: 50.000' North: 4,505.1431' East: 4,445.9083' Segment# 2: Line Course: SO' 54'06.93"W Length: 105.000' North: 4,400.1561' East: 4,444.2555' Segment# 3: Line Course: N89° 05'53.07"W Length: 50.000' North: 4,400.9431' East: 4,394.2617' Segment# 4: Line Course: NO' 54'06.93"E Length: 105.000' North: 4,505.9301' East: 4,395.9145' Perimeter: 310.000' Area: 5,250.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 310,000,000.000 Parcel Name: Block 1 - Block 1 LOT 4 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,506.7172' East:4,345.9207' Segment# 1: Line Course: S89° 05'53.07"E Length: 50.000' North: 4,505.9301' East: 4,395.9145' Segment# 2: Line Course: SO' 54'06.93'V Length: 105.000' North: 4,400.9431' East: 4,394.2617' Segment# 3: Line Course: N89° 05'53.07"W Length: 50.000' North: 4,401.7302' East: 4,344.2679' Segment# 4: Line Course: NO' 54'06.93"E North: 4,506.7172' Perimeter: 310.000' Error Closure: 0.0000 Error North: 0.00000 Precision 1: 310,000,000.000 Length: 105.000' East: 4,345.9207' Area: 5,250.00Sq.Ft. Course: NO' 00'00.00"E East: 0.00000 Parcel Name: Block 1 - Block 1 LOT 5 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,507.5042' East:4,295.9269' Segment# 1: Line Course: S89° 05'53.07"E Length: 50.000' North: 4,506.7172' East: 4,345.9207' Segment# 2: Line Course: SO' 54'06.93"W Length: 105.000' North: 4,401.7302' East: 4,344.2679' Segment# 3: Line Course: N89° 05'53.07"W Length: 50.000' North: 4,402.5172' East: 4,294.2741' Segment# 4: Line Course: NO' 54'06.93"E Length: 105.000' North: 4,507.5042' East: 4,295.9269' Perimeter: 310.000' Area: 5,250.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 310,000,000.000 Parcel Name: Block 1 - Block 1 LOT 6 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,413.4967' East:4,246.4512' Segment# 1: Line Course: NV 50'53.50"W North: 4,508.4099' Segment# 2: Line Course: S89° 05'53.07"E North: 4,507.5043' Segment# 3: Line Course: SO' 54'06.93"W North: 4,402.5173' Segment# 4: Line Course: N89° 05'53.07"W North: 4,402.6124' Segment# 5: Line Course: N72° 14'46.18"W North: 4,404.9107' Segment# 6: Curve Length: 36.437' Delta: 41.3407 (d) Chord: 35.652' Course In: SW 36'20,71"W RP North: 4,363.3452' End North: 4,413.4967' Perimeter: 307.804' Error Closure: 0.0004 Error North: -0.00004 Length: 95.254' East: 4,238.4007' Length: 57.533' East: 4,295.9266' Length: 105.000' East: 4,294.2738' Length: 6.043' East: 4,288.2316' Length: 7.537' East: 4,281,0535' Radius: 50.500' Tangent: 19.052' Course: N76° 03'52.49"W Course Out: N6° 44'05.70"W East: 4,252.3732' East: 4,246.4508' Area: 5,189.98Sq.Ft. Course: S84° 15' 18.86"W East: -0.00044 Precision 1: 769,510.000 Parcel Name: Block 1 - Block 1 LOT 7 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,406.9689' East:4,226.9331' Segment# 1: Line Course: N15° 42'00.75"W Length: 106.029' North: 4,509.0420' East: 4,198.2412' Segment# 2: Line Course: S890 05'53.07"E Length: 40.165' North: 4,508.4098' East: 4,238.4012' Segment# 3: Line Course: S4° 50'53.50"E Length: 95.254' North: 4,413.4966' East: 4,246.4517' Segment# 4: Curve Length: 20.726' Radius: 50.500' Delta: 23.5151 (d) Tangent: 10.511' Chord: 20.581' Course: S71° 30'27.20"W Course h1: S6° 44'05.70"E Course Out: N30° 14'59.90"W RP North: 4,363.3451' East: 4,252.3742' End North: 4,406.9688' East: 4,226.9336' Perimeter: 262.173' Area: 2,978.51 Sq.Ft. Error Closure: 0.0005 Course: S79° 03'37.83"E Error North : -0.00010 East: 0.00052 Precision 1: 524,348.000 Parcel Name: Block 1 - Block 1 LOT 8 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,461.0583' East:4,098.0789' Segment# 1: Line Course: NO' 18'47.93"E Length: 49.557' North: 4,510.6146' East: 4,098.3499' Segment# 2: Line Course: S89° 05'53.07"E Length: 99.904' North: 4,509.0420' East: 4,198.2416' Segment# 3: Line Course: S15° 42'00.75"E Length: 106.029' North: 4,406.9688' East: 4,226.9334' Segment# 4: Curve Length: 30.460' Radius: 50.500' Delta: 34.5586 (d) Tangent: 15.709' Chord: 30.000' Course: S42° 28' 14.67W Course In: S30° 14' 59.90"E Course Out: N64° 48' 30.77W RP North: 4,363.3451' East: 4,252.3740' End North: 4,384.8402' East: 4,206.6770' Segment# 5: Line Course: N54° 56' 14.46"W Length: 132.675' North: 4,461.0582' East: 4,098.0793' Perimeter: 418.624' Area: 10,203.37Sq.Ft. Error Closure: 0.0004 Course: S76° 50' 03.91 "E Error North: -0,00008 East: 0.00035 Precision 1: 1,046,562.500 Parcel Name: Block 1 - Block 1 LOT 9 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,526.8275' East:4,074.2285' Segment# 1: Line Course: NO' 18'47.93"E Length: 4.169' North: 4,530.9965' East: 4,074.2513' Segment# 2: Line Course: S89° 05'53.07"E Length: 24.211' North: 4,530.6154' East: 4,098.4593' Segment# 3: Line Course: SO' 18'47.93"W Length: 20.001' North: 4,510.6147' East: 4,098.3499' Segment# 4: Line Course: SO' 18'47,93"W Length: 49.557' North: 4,461.0584' East: 4,098.0789' Segment# 5: Line Course: SO' 18'47.93"W Length: 111.034' North: 4,350,0261' East: 4,097.4718' Segment# 6: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,300.0268' East: 4,097.1983' Segment# 7: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,250.0276' East: 4,096.9249' Segment# 8: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,200.0283' East: 4,096.6515' Segment# 9: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,150.0291' East: 4,096.3781' Segment# 10: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,100.0298' East: 4,096.1047' Segment# 11: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,050.0306' East: 4,095.8313' Segment# 12: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,000.0313' East: 4,095.5578' Segment# 13: Line Course: SO' 18'47.93"W Length: 15.000' North: 3,985.0315' East: 4,095.4758' Segment# 14: Line Course: SO' 18'47.93"W Length: 69.325' North: 3,915.7076' East: 4,095.0967' Segment# 15: Line Course: SO' 18'47.93"W Length: 101.474' North: 3,814.2351' East: 4,094.5418' Segment# 16: Line Course: SO' 18'47.93"W Length: 35.003' North: 3,779.2326' East: 4,094.3504' Segment# 17: Line Course: N88° 56'55.50"W Length: 42.975' North: 3,780.0211' East: 4,051.3827' Segment# 18: Line Course: NP 44'38.93"E Length: 319.248' North: 4,099.1211' East: 4,061.0994' Segment# 19: Line Course: NO' 18'47.93"E Length: 417.080' North: 4,516.1949' East: 4,063.3801' Segment# 20: Line Course: N45° 34'36.93"E North: 4,526.8272' Perimeter: 1,574.268' Error Closure: 0.0004 Error North: -0.00037 Precision 1: 3,935,667.500 Length: 15.190' East: 4,074.2287' Area: 27,466.42Sq.Ft. Course: S30° 16'36.56"E East: 0.00021 Parcel Name: Block 2 - Block 2 LOT I Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,502.3097' East:4,625.8860' Segment# 1: Line Course: N89° 05'53.07"W Length: 65.000' North: 4,503.3329' East: 4,560.8941' Segment# 2: Line Course: N45° 54'06.93"E Length: 28.284' North: 4,523.0154' East: 4,581.2062' Segment# 3: Line Course: S89° 05'53.07"E Length: 210.646' North: 4,519.6996' East: 4,791.8261' Segment# 4: Line Course: SO' 54'06.93"W Length: 20.000' North: 4,499.7021' East: 4,791.5113' Segment# 5: Line Course: N89° 05'53.07"W Length: 65.646' North: 4,500.7354' East: 4,725.8735' Segment# 6: Line Course: N89° 05' 53.07"W Length: 50.000' North: 4,501.5225' Segment# 7: Line Course: N89° 05'53.07"W North: 4,502.3095' Perimeter: 489.577' Error Closure: 0.0003 Error North : -0.00019 Precision 1: 1,631,920.000 East: 4,675.8796' Length: 50.000' East: 4,625.8858' Area: 4,412.92Sq.Ft. Course: S45° 54'06.93"W East: -0.00019 Parcel Name: Block 2 - Block 2 LOT 2 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,503.3329' East:4,560.8941' Segment# 1: Line Course: S89° 05'53.07"E Length: 65.000' North: 4,502.3097' East: 4,625.8860' Segment# 2: Line Course: SO' 54'06.93"W Length: 105.000' North: 4,397.3227' East: 4,624.2332' Segment# 3: Line Course: N89° 05'53.07"W Length: 52.000' North: 4,398.1413' East: 4,572.2397' Segment# 4: Line Course: N44° 05'53.07"W Length: 18.385' North: 4,411.3444' East: 4,559.4458' Segment# 5: Line Course: N0' 54'06.93"E Length: 92.000' North: 4,503.3330' East: 4,560.8939' Perimeter: 332.385' Error Closure: 0.0002 Error North : 0.00016 Precision 1: 1,661,925.000 Area: 6,740.50Sq.Ft. Course: N44° 05'53.07"W East: -0.00016 Parcel Name: Block 2 - Block 2 LOT 3 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,502.3097' East:4,625.8860' Segment# 1: Line Course: S89° 05'53.07"E Length: 50.000' North: 4,501.5227' East: 4,675.8798' Segment# 2: Line Course: SO' 54'06.93"W Length: 105.000' North: 4,396.5357' East: 4,674.2270' Segment# 3: Line Course: N89° 05'53.07"W Length: 50.000' North: 4,397.3227' East: 4,624.2332' Segment# 4: Line Course: NO' 54'06.93"E Length: 105.000' North: 4,502.3097' East: 4,625.8860' Perimeter: 310.000' Area: 5,250.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 310,000,000.000 Parcel Name: Block 2 - Block 2 LOT 4 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,501.5227' East:4,675.8798' Segment# 1: Line Course: S89° 05'53.07"E Length: 50.000' North: 4,500.7356' East: 4,725.8736' Segment# 2: Line Course: SO* 54'06.93"W Length: 105.000' North: 4,395.7486' East: 4,724.2209' Segment# 3: Line Course: N89° 05'53.07"W Length: 50.000' North: 4,396.5357' East: 4,674.2270' Segment# 4: Line Course: NO' 54'06.93"E Length: 105.000' North: 4,501.5227' East: 4,675.8798' Perimeter: 310.000' Area: 5,250.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 310,000,000.000 Parcel Name: Block 2 - Block 2 LOT 5 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,500.7356' East:4,725.8736' Segment# 1: Line Course: S89° 05'53.07"E North: 4,499.7023' Segment# 2: Line Course: SO' 54'06.93"W North: 4,394.7153' Length: 65.646' East: 4,791.5115' Length: 105.000' East: 4,789.8587' Segment# 3: Line Course: N89° 05' 53.07"W North: 4,395.7486' Segment# 4: Line Course: NO' 54'06.93"E North: 4,500.7356' Perimeter: 341.292' Error Closure: 0.0000 Error North : 0.00000 Precision 1: 341;292,000.000 Length: 65.646' East: 4,724.2209' Length: 105.000' East: 4,725.8736' Area: 6,892.85Sq.Ft. Course: NO' 00' OO.00"E East: 0,00000 Parcel Name: Block 3 - Block 3 LOT 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,336.1402' East:4,508.2558' Segment# 1: Line Course: SO' 54'06.93"W North: 4,335.4943' Segment# 2: Line Course: N89° 41' 12.07W North: 4,336.2098' Segment# 3: Line Course: N890 41'12.07"W North: 4,336.8293' Segment# 4: Curve Length: 30.228' Delta: 69.2785 (d) Chord: 28.420' Course In: S68° 22'35.53"E RP North: 4,327.6167' Length: 0.646' East: 4,508.2456' Length: 130.847' East: 4,377.4006' Length 113.291' East: 4,264.1113' Radius: 25.000' Tangent: 17.272' Course: N56° 15'45.70"E Course Out: NO' 54'06.93"E East: 4,287.3519' End North: 4,352.6136' Segment# 5: Line Course: S89° 05'53.07"E North: 4,3493435' Segment# 6: Line Course: S44° 05'53.07"E North: 4,336.1404' Perimeter: 501.140' Error Closure: 0.0002 Error North: 0.00015 Precision 1: 2,505,695.000 East: 4,287.7454' Length: 207.742' East: 4,495.4617' Length: 18.385' East: 4,508.2556' Area: 3,449.74Sq.Ft. Course: N50° 30'23.96"W East: -0.00018 Parcel Name: Block 3 - Block 3 LOT 10 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,036.2140' East:4,375.7599' Segment# 1: Line Course: SO' 18'47.93"W North: 3,986.2147' Segment# 2: Line Course: N89'41' 12.07W North: 3,986.8199' Segment# 3: Curve Length: 14.926' Delta: 34.2082 (d) Chord: 14.705' Course In: N56° 06' 18.38"E RP North: 4,000.7617' End North: 4,000.8984' Length: 50.000' East: 4,375.4865' Length: 110.675' East: 4,264.8131' Radius: 25.000' Tangent: 7.693' Course: N16° 47' 26.84"W Course Out: N89° 41' 12.07"W East: 4,285.5647' East: 4,260.5651' Segment# 4: Line Course: NO' 18'47.93"E North: 4,036.8429' Segment# 5: Line Course: S89° 41'12.07"E North: 4,036.2140' Perimeter: 326.546' Error Closure: 0.0000 Error North: 0.00005 Precision 1: 326,546,000.000 Length: 35.945' East: 4,260.7616' Length: 115.000' East: 4,375.7599' Area: 5,730.49Sq.Ft. Course: Nl° 33'17.79"E East: 0.00000 Parcel Name: Block 3 - Block 3 LOT 11 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,086.2132' East:4,376.0333' Segment# 1: Line Course: SO' 18'47.93"W North: 4,036.2140' Segment# 2: Line Course: N89° 41'12.07"W North: 4,036.8429' Segment# 3: Line Course: NO' 18'47.93"E North: 4,086.8421' Segment# 4: Line Course: S89° 41'12.07"E North: 4,086.2132' Perimeter: 330.000' Error Closure: 0.0000 Length: 50.000' East: 4,375.7599' Length: 115.000' East: 4,260.7616' Length: 50.000' East: 4,261.0350' Length: 115.000' East: 4,376.0333' Area: 5,750.00Sq.Ft. Course: NO' 00'00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 330,000,000.000 Parcel Name: Block 3 - Block 3 LOT 12 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,136.2125' East:4,376.3067' Segment# 1: Line Course: SO* 18'47.93"W Length: 50.000' North: 4,086.2132' East: 4,376.0333' Segment# 2: Line Course: N89° 41' 12.07W Length: 115.000' North: 4,086.8421' East: 4,261.0350' Segment# 3: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,136.8414' East: 4,261.3085' Segment# 4: Line Course: S89° 41' 12.07E Length: 115.000' North: 4,136.2125' East: 4,376.3067' Perimeter: 330.000' Area: 5,750.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North : 0.00000 East: 0.00000 Precision l: 330,000,000.000 Parcel Name: Block 3 - Block 3 LOT 13 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 4,186.2117' East:4,376.5802' Segment# 1: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,136.2125' East: 4,376.3067' Segment# 2: Line Course: N890 41' 12.07W Length; 115.000' North: 4,136.8414' East: 4,261.3085' Segment# 3: Line Course: NO' 18'47.93 "E Length: 50.000' North: 4,186.8406' East: 4,261.5819' Segment# 4: Line Course: S89° 41'12.07"E Length: 115.000' North: 4,186.2117' East: 4,376.5802' Perimeter: 330.000' Area: 5,750.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 330,000,000.000 Parcel Name: Block 3 - Block 3 LOT 14 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,236.2110' East:4,376.8536' Segment# 1: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,186,2117' East: 4,376.5802' Segment# 2: Line Course: N89° 41' 12.0711W Length: 115.000' North: 4,186.8406' East: 4,261.5819' Segment# 3: Line Course: NO' 18'47.93 "E Length: 50.000' North: 4,236.8399' Segment# 4: Line Course: S89° 41'12.07"E North: 4,236.2110' Perimeter: 330.000' Error Closure: 0.0000 Error North: 0.00000 Precision 1: 330,000,000.000 East: 4,261.8553' Length: 115.000' East: 4,376.8536' Area: 5,750.00Sq.Ft. Course: NO' 00'00.00"E East: 0.00000 Parcel Name: Block 3 - Block 3 LOT 15 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,286.2103' East:4,377.1270' Segment# 1: Line Course: SO' 18'47.93"W North: 4,236.2110' Segment# 2: Line Course: N89° 41' 12.07"W North: 4,236.8399' Segment# 3: Line Course: NO' 18'47.93 "E North: 4,286.8391' Segment# 4: Line Course: S89° 41' 12.07E North: 4,286.2103' Perimeter: 330.000' Error Closure: 0.0000 Error North: 0.00000 Length: 50.000' East: 4,376.8536' Length: 115.000' East: 4,261.8553' Length: 50.000' East: 4,262.1287' Length: 115.000' East: 4,377.1270' Area: 5,75O.00Sq.Ft. Course: NO' 00'00.00"E East: 0.00000 Precision 1: 330,000,000.000 Parcel Name: Block 3 - Block 3 LOT 16 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,336.2095' East:4,377.4004' Segment# 1: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,286.2103' East: 4,377.1270' Segment# 2: Line Course: N89° 41' 12.07"W Length: 115.000' North: 4,286.8391' East: 4,262.1287' Segment# 3: Line Course: N0' 18'47.93"E Length: 40.915' North: 4,327.7535' East: 4,262.3524' Segment# 4: Curve Length: 9.298' Radius: 25.000' Delta: 21.3101 (d) Tangent: 4.703' Chord: 9.245' Course: N10° 58'06.20"E Course In: S89° 41' 12.07E Course Out: N68° 22' 35.53"W RP North: 4,327.6168' East: 4,287.3521' End North: 4,336.8294' East: 4,264.1114' Segment# 5: Line Course: S89° 41'12.07"E Length: 113.291' North: 4,336.2099' East: 4,377.4007' Perimeter: 328.504' Area: 5,744.90Sq.Ft. Error Closure: 0.0005 Course: N39° 13'28.39"E Error North : 0.00041 East: 0.00033 Precision 1: 657,008.000 Parcel Name: Block 3 - Block 3 LOT 2 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,286.2103' East:4,377.1270' Segment# 1: Line Course: NO' 18'47.93 "E North: 4,336.2095' Segment# 2: Line Course: S89° 41' 12.07E North: 4,335.4940' Segment# 3: Line Course: SO' 54'06.93"W North: 4,326.1422' Segment# 4: Curve Length: 15.644' Delta: 11.9515 (d) Chord: 15.616' Course In: N890 05,53,07"W RP North: 4,327.3227' End North: 4,310.6384' Segment# 5: Line Course: S12° 51' 12.32"W North: 4,285.5356' Segment# 6: Line Course: N89° 41' 12.07"W North: 4,286.2102' Perimeter: 354.968' Error Closure: 0.0002 Error North: -0.00002 Length: 50.000' East: 4,377,4004' Length: 130.847' East: 4,508.2454' Length: 9.353' East: 4,508.0982' Radius: 75.000' Tangent: 7.851' Course: S6° 52'39.63"W Course Out: S77° 08'47.68"E East: 4,433.1075' East: 4,506.2282' Length: 25.748' East: 4,500.5004' Length: 123.375' East: 4,377.1272' Area: 6,413.28Sq.Ft. Course: S85° 13'55.76"E East: 0.00021 Precision 1: 1,774,835.000 Parcel Name: Block 3 - Block 3 LOT 3 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,236.2110' East:4,376.8536' Segment# 1: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,286.2103' East: 4,377.1270' Segment# 2: Line Course: S89° 41' 12.07E Length: 123.375' North: 4,285.5356' East: 4,500.5001' Segment# 3: Line Course: S12° 51' 12.32"W Length: 24.841' North: 4,261.3171' East: 4,494.9741' Segment# 4: Curve Length: 25.970' Radius: 125.000' Delta: 11.9037 (d) Tangent: 13.032' Chord: 25.923' Course: S6° 54'05.63"W Course In: S77° 08'47.68"E Course Out: N89° 03'01.07"W RP North: 4,233.5099' East: 4,616.8419' End North: 4,235.5817' East: 4,491.8590' Segment# 5: Line Course: N89° 41' 12.07"W Length: 115.008' North: 4,236.2106' East:. 4,376.8528' Perimeter: 339.194' Area: 5,914.54Sq.Ft. Error Closure: 0.0009 Course: S63° 05'41.51"W Error North: -0.00041 East: -0.00081 Precision l: 376,882.222 Parcel Name: Block 3 - Block 3 LOT 4 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,186.2117' East:4,376.5802' Segment# 1: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,236.2110' East: 4,376.8536' Segment# 2: Line Course: S89° 41' 12.07E Length: 115.008' North: 4,235.5821' East: 4,491.8598' Segment# 3: Curve Length: 1.388' Radius: 125.000' Delta: 0.6364 (d) Tangent: 0.694' Chord: 1.388' Course: SO' 37'53.43"W Course In: S89° 03'01.07"E Course Out: N89° 41' 12.07W RP North: 4,233.5103' East: 4,616.8427' End North: 4,234.1938' East: 4,491.8445' Segment# 4: Line Course: SO' 18'47.93"W Length:. 48.612' North: 4,185.5825' East: 4,491.5787' Segment# 5: Line Course: N89° 41' 12.07W Length: 115.000' North: 4,186.2114' East: 4,376.5804' Perimeter: 330.008' Area: 5,750.00Sq.Ft. Error Closure: 0.0005 Course: S38° 46'01.76"E Error North: -0.00036 East: 0.00029 Precision 1: 660,016.000 Parcel Name: Block 3 - Block 3 LOT 5 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,136.2125' East:4,376.3067' Segment# 1: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,186.2117' East: 4,376.5802' Segment# 2: Line Course: S89° 41' 12.07E Length:. 115.000' North: 4,185,5829' East: 4,491.5784' Segment# 3: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,135.5836' East: 4,491.3050' Segment# 4: Line Course: N890 41' 12.07"W Length: 115.000' North: 4,136.2125' East: 4,376.3067' Perimeter: 330.000' Area: 5,750.00Sq.Ft. Error Closure: 0.0000 Course: NO° 00'00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 330,000,000.000 Parcel Name: Block 3 - Block 3 LOT 6 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,086.2132' East:4,376.0333' Segment# l: Line Course: NO' 18'47.93"E North: 4,136.2125' Segment# 2: Line Course: S89° 41' 12.07"E Length: 50.000' East: 4,376.3067' Length: 115.000' North: 4,135.5836' Segment# 3: Line Course: SO' 18'47.93"W North: 4,085.5844' Segment# 4: Line Course: N89° 41' 12.07W North: 4,086.2132' Perimeter: 330.000' Error Closure: 0.0000 Error North : 0.00000 Precision 1: 330,000,000.000 East: 4,491.3050' Length: 50.000' East: 4,491.0316' Length: 115.000' East: 4,376.0333' Area: 5,750.00Sq.Ft. Course: NO' 00' 00.00"E East: 0.00000 Parcel Name: Block 3 - Block 3 LOT 7 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,036.2140' East:4,375.7599' Segment# 1: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,086.2132' East: 4,376.0333' Segment# 2: Line Course: S89° 41' 12.07E Length: 115.000' North: 4,085.5844' East: 4,491.0316' Segment# 3: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,035.5851' East: 4,490.7582' Segment# 4: Line Course: N89° 41' 12.07"W Length: 115.000' North: 4,036.2140' East: 4,375.7599' Perimeter: 330.000' Error Closure: 0.0000 Error North: 0.00000 Precision 1: 330,000,000.000 Area: 5,750.00Sq.Ft. Course: NO' 00'00.00"E East: 0.00000 Parcel Name: Block 3 - Block 3 LOT 8 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:3,986.2147' East:4,375.4865' Segment# 1: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,036.2140' East: 4,375.7599' Segment# 2: Line Course: S89° 41' 12.07E Length: 115.000' North: 4,035.5851' East: 4,490.7582' Segment# 3: Line Course: SO' 18'47.93"W Length: 50.000' North: 3,985.5859' East: 4,490.4848' Segment# 4: Line Course: N89° 41' 12.07W Length: 115.000' North: 3,986.2147' East: 4,375.4865' Perimeter: 330.000' Area: 5,750.00Sq.Ft. Error Closure: 0.0000 Course: NO° 00'00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 330,000,000.000 Parcel Name: Block 3 - Block 3 LOT 9 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 3,985.5859' East: 4,490.4848' Segment# 1: Line Course: S44° 46'25.03"W Length: 18.799' North: 3,972.2406' East: 4,477.2445' Segment# 2: Line Course: N88° 56'55.50"W Length: 192.170' North: 3,975.7663' East: 4,285.1068' Segment# 3: Curve Length: 24.022' Radius: 25.000' Delta: 55.0539 (d) Tangent: 13.029' Chord: 23.108' Course: N61' 25'18.56"W Course In: Nl° 03'04.50"E Course Out: S56° 06' 18.38"W RP North: 4,000.7620' East: 4,285.5655' End North: 3,986.8203' East: 4,264.8140' Segment# 4: Line Course: S89° 41' 12.07"E Length: 110.675' North: 3,986.2151' East: 4,375.4873' Segment# 5: Line Course: S89° 41' 12.07E Length: 115.000' North: 3,985.5862' East: 4,490.4856' Perimeter: 460.667' Area: 2,584.33Sq.Ft. Error Closure: 0.0009 Course: N68° 19'56.42"E Error North: 0.00032 East: 0.00081 Precision 1: 511,851.111 Parcel Name: Block 4 - Block 4 LOT 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,282.8214' East:4,667.8224' Segment# 1: Line Course: N89° 41' 12.07W North: 4,283.4585' Segment# 2: Line Course: N12° 51'12.32"E North: 4,299.5158' Segment# 3: Curve Length: 26.074' Delta: 11.9515 (d) Chord: 26.027' Course In: N77° 08'47.68"W RP North: 4,327.3230' End North: 4,325.3554' Segment# 4: Line Course: NO' 54'06.93"E North: 4,333.4224' Segment# 5: Line Course: S89° 41' 12.07"E North: 4,332.8216' Segment# 6: Line Course: SO' 18'47.93"W North: 4,282.8223' Perimeter: 327.002' Error Closure: 0.0010 Error North: 0.00091 Precision 1: 327,002.000 Length: 116.512' East: 4,551.3121' Length: 16.470' East: 4,554.9760' Radius: 125.000' Tangent: 13.085' Course: N6° 52'39.63"E Course Out: S89° 05'53.07"E East: 4,433.1082' East: 4,558.0927' Length: 8.068' East: 4,558.2197' Length: 109.878' East: 4,668.0961' Length: 50.000' East: 4,667.8227' Area: 5,600.97Sq.Ft. Course: N16° 45' 10.63"E East: 0.00028 Parcel Name: Block 4 - Block 4 LOT 2 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,283,4585' East:4,551.3117' Segment# 1: Line Course: S89° 41'12.07"E Length: 116.512' North: 4,282.8214' East: 4,667.8220' Segment# 2: Line Course: S12' 24' 26.54"W Length: 51.135' North: 4,232.8807' East: 4,656.8351' Segment# 3: Line Course: N89° 41' 12.07W Length: 114.996' North: 4,233.5095' East: 4,541.8408' Segment# 4: Line Course: NO' 18'47.93"E Length: 0.411' North: 4,233.9205' East: 4,541.8430' Segment# 5: Curve Length: 16.415' Radius: 75.000' Delta: 12.5401 (d) Tangent: 8.240' Chord: 16.382' Course: N6° 35' 00.13"E Course In: S89° 41' 12.07"E Course Out: N77° 08'47,68"W RP North: 4,233.5104' East: 4,616.8419' End North: 4,250.1947' East: 4,543.7212' Segment# 6: Line Course: N12° 51' 12.32"E Length: 34.119' North: 4,283.4588' East: 4,551.3113' Perimeter: 333.588' Area: 5,825.02Sq.Ft. Error Closure: 0.0005 Course: N62° 49'33,90"W Error North: 0.00024 East: -0.00046 Precision 1: 667,176.000 Parcel Name: Block 4 - Block 4 LOT 3 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,232.8807' East:4,656.8355' Segment# 1: Line Course: SO° 18'47.93"W Length: 50.000' North: 4,182.8815' East: 4,656.5621' Segment# 2: Line Course: N89° 41'12.07"W Length: 114.996' North: 4,183.5103' East: 4,541.5678' Segment# 3: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,233.5096' East: 4,541.8412' Segment# 4: Line Course: S89° 41' 12.07"E Length: 114.996' North: 4,232.8807' East: 4,656.8355' Perimeter: 329.992' Area: 5,749.8OSq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North: 0.00000 East: 0.00000 Precision 1: 329,992,000.000 Parcel Name: Block 4 - Block 4 LOT 4 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,182.8815' East:4,656.5621' Segment# 1: Line Course: SO' 18'47.93"W North: 4,132.8822' Segment# 2: Line Course: N89° 41' 12.07"W Length: 50.000' East: 4,656.2886' Length: 114.996' North: 4,133.5111' Segment# 3: Line Course: NO' 18'47.93"E North: 4,183.5103' Segment# 4: Line Course: S89° 41'12.07"E North: 4,182,8815' Perimeter: 329.992' Error Closure: 0.0000 Error North: 0.00000 Precision 1: 329,992,000.000 East: 4,541.2944' Length: 50.000' East: 4,541.5678' Length: 114.996' East: 4,656.5621' Area: 5,749.80Sq.Ft. Course: NO' 00'00.00"E East: 0.00000 Parcel Name: Block 4 - Block 4 LOT 5 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,132.8822' East:4,656.2886' Segment# 1: Line Course: SO' 18'47.93"W Length: 50.000' North: 4,082.8830' East: 4,656.0152' Segment# 2: Line Course: N89° 41' 12.07W Length: 114.996' North: 4,083.5118' East: 4,541.0209' Segment# 3: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,133.5111' East: 4,541.2944' Segment# 4: Line Course: S89° 41'12.07"E Length: 114.996' North: 4,132.8822' East: 4,656.2886' Perimeter: 329.992' Error Closure: 0.0000 Error North : 0.00000 Precision 1: 329,992,000.000 Area: 5,749.80Sq.Ft. Course: NO' 00' 00.00"E East: 0.00000 Parcel Name: Block 4 - Block 4 LOT 6 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,082.8830' East:4,656.0152' Segment# 1: Line Course: SO' 18'47,93"W Length: 50.000' North: 4,032.8837' East: 4,655.7418' Segment# 2: Line Course: N89° 41' 12.07"W Length: 114.996' North: 4,033.5126' East: 4,540.7475' Segment# 3: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,083.5118' East: 4,541.0209' Segment# 4: Line Course: S89° 41' 12.07"E Length: 114.996' North: 4,082.8830' East: 4,656.0152' Perimeter: 329.992' Area: 5,749.80Sq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North : 0,00000 East: 0.00000 Precision 1: 329,992,000.000 Parcel Name: Block 4 - Block 4 LOT 7 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:4,032.8837' East:4,655.7418' Segment# 1: Line Course: SO' 18'47.93"W Length: 50.000' North: 3,982.8845' East: 4,655.4684' Segment# 2: Line Course: N89° 41' 12.07"W Length: 114.996' North: 3,983.5133' East: 4,540.4741' Segment# 3: Line Course: NO' 18'47.93"E Length: 50.000' North: 4,033.5126' East: 4,540.7475' Segment# 4: Line Course: S89° 41' 12.07E Length: 114.996' North: 4,032.8837' East: 4,655.7418' Perimeter: 329.992' Area: 5,749.80Sq.Ft. Error Closure: 0.0000 Course: NO' 00'00.00"E Error North : 0.00000 East: 0.00000 Precision 1: 329,992,000.000 Parcel Name: Block 4 - Block 4 LOT 8 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North: 3,982.8845' East:4,655.4684' Segment# 1: Line Course: NO' 18'47.93"E North: 4,032.8837' Segment# 2: Line Course: NO' 18'47.93"E North: 4,082.8830' Length: 50.000' East: 4,655.7418' Length: 50.000' East: 4,656.0152' Segment# 3: Line Course: NO' 18' 47.93"E Length: 50.000' North: 4,132.8822' East: 4,656.2886' Segment# 4: Line Course: NO' 18' 47.93"E Length: 50.000' North: 4,182.8815' East: 4,656.5621' Segment# 5: Line Course: NO' 18' 47.93"E Length: 50.000' North: 4,232.8807' East: 4,656.8355' Segment# 6: Line Course: N12° 24'26.54"E Length: 51.135' North: 4,282.8215' East: 4,667.8224' Segment# 7: Line Course: N0' 18'47.93"E Length: 50.000' North: 4,332.8207' East: 4,668.0958' Segment# 8: Line Course: N89° 41' 12.07W Length: 109.878' North: 4,333.4216' East: 4,558.2194' Segment# 9: Line Course: NO' 54'06.93"E Length: 2.034' North: 4,335.4553' East: 4,558.2515' Segment# 10: Line Course: N46° OT 38.75"E Length: 18.313' North: 4,348.1473' East: 4,571.4530' Segment# 11: Line Course: S89° 05'53.07"E Length: 206.705' North: 4,344.8935' East: 4,778.1324' Segment# 12: Line Course: SO' 17'24.00"W Length: 378.144' North: 3,966.7544' Segment# 13: Line Course: N88° 56'55.50"W North: 3,970.8460' Segment# 14: Line Course: N45° 12'58.16"W North: 3,983.5139' Segment# 15: Line Course: S89° 41' 12.07"E North: 3,982.8850' Perimeter: 1,422.206' Error Closure: 0.0006 Error North : 0.00056 Precision 1: 2,370,343.333 East: 4,776.2184' Length: 223.018' East: 4,553.2380' Length: 17.983' East: 4,540.4742' Length: 114.996' East: 4,655.4685' Area: 47,621.97Sq.Ft. Course: N8° 15' 14,04"E East: 0.00008 PLANT SCHEDULE (REFERENCE S 13) 5YM COMMON NAME 5YM COMMON NAME EVERGREEN TREE` SHR695pR.WMBRAL 6RA55ESR62BdlIALS 85 51 4 <HILLS 5PRL'6E AJ AMEER XBILEE NINEBARK F5 FAT ALBERT SPRUCE BE BLACK EYED 5U5AN N5 NJRNl4Y SP E BL BLACK LACE ELDERBERRY VP VANDER LES PINE BR ELM RU6 JVNPER �� (uA55 ) GR OF RED FLOVIER CARPET R05E DWARF FOIMTAIN 5RA55 - u��. �� I ��v _ �`� �� •��YV/11j�� -�,1J/�XC4�� IG +°G i �'�'�i. ►ss�A _ - 1��-;� ,� �;`- - ��SO �� ?' �9iW:' '17 VL i �{i�iii `j � *��c - �:�>,:• A y�±4.5" ix 'a'OI i%r}Ty�olg_YJIh` IYiL �A•.� �� -��_ ��[i I. amu, Ri iE "�T .1.� �/ It .O � ��0y�+��.NCAM� ►o�ll I I � � - � p I ® �•.r `•7e,>I^+?' till �A i C N. n ZAT9 .F PLANT SCHEDULE (REFERENCE S 13) 5YM COMMON NAME 5YM COMMON NAME EVERGREEN TREE` SHR695pR.WMBRAL 6RA55ESR62BdlIALS 85 51 4 <HILLS 5PRL'6E AJ AMEER XBILEE NINEBARK F5 FAT ALBERT SPRUCE BE BLACK EYED 5U5AN N5 NJRNl4Y SP E BL BLACK LACE ELDERBERRY VP VANDER LES PINE BR ELM RU6 JVNPER �� (uA55 ) GR OF RED FLOVIER CARPET R05E DWARF FOIMTAIN 5RA55 LP LONCON PLANETREE RO NORTHERN REO OAK 5�C A55ET TREES! L_ 11) AP AUNMN FUAPLE ASH CA CINMARON ASH GL GREEASPIRE LINDEN TT NLIF TREE HL SKYLINE HONEYL.T AM FLAME 61NNALA MAPLE CC CANADA RED CHCKECHENI CP 6HANTI0.EER PEAR PF PRAIRIFIRE CRABAPPLE RR ROYPL RAINDROPS CRABAPPLE 55 5PR1N6 SNOW CRABAPPLE DE, DARTS GOLD NINEBARK DL STELLA DO 'ORDAYLILY 65 6R0 -LOW JJMAC H6 HENRY5 6ARNET EPEH! 5PIRE IH IVORY HALO DCGVbOD KF KARL FOERSTER REED GRASS LD LITRE DEVIL NINEBARK MK MIS-. KIM KOREAN LILAC MG MAIDEN 6RP55 MP M1 PINE OL OTTO LIIYKEN LALREL 5J SKY HIGH J NATER 5W SJMMERWINE NINEBARK EJL.SkXJ M 6RASSN Na. onl[ ocmavnox GOBBLE b'VINYL FFIICE PLgJC 4' VINYL FENCE ALONG "Arrii'eDtiC'AP�jtV PERIMETER PROPERTY, 11/(III\lffi N EASEMENT 1 ADJACENT TO [TRILOGY DEVELOPMENT, INC_ L LINES ANO 51DE LOTS (NP) COMMON OPEN 5PACE MP). SEE DTL 4, SHT 13. SEE DTL 4, EHT L3. NOTE5 L REFER TO SHEET L5 FOR PLANT SCHEMI-E, LANDSCAPE N 5, LANDSCAPE DETAILS. AND 6ALCULATIONS. OWNERS BRINEGAR INVESTMENTS 1925 N. LOW T cre0VE R0. MERIDIAN, 10 83646 DEVELOPER TRILOGY DEVELOPMENT, INC 2358 5. TITANIUM MERIDIAN. ID 93642 PLANNER/CONTAOT TRILOGY DEVELOPMENT, INC. SHANK BBOWNLFE 2358S TITANIUM MERIDIAN. 10 83642 VISEO e-Afalley Engineering, Inc. Na. onl[ ocmavnox JEI�ISENSELTS ASSOOAIES "Arrii'eDtiC'AP�jtV rnr.,,_av xslu. 11/(III\lffi nmw�nam m VISEO e-Afalley Engineering, Inc. Na. onl[ ocmavnox CML ENGINEERING I PLANNINGI CAUU a4 N. BR—IOEIANe T¢i�maooia 14 . DRN BY:+x CHECKED BY: N6 AW PROJECT ¢ou-ou DATE: 4-116 PHASE 1 FINAL PLAT — LANDSCAPE PLAN BRINEGAR PRAIRIE SUBIDVISION T�`- [TRILOGY DEVELOPMENT, INC_ L fla ilaroll.l.mill, �3DG 14 I --'— — �`-- 4 VINYL FENCE —W 1 C II11EE -Ll— — — — — -\ _ _ II _ sff pTL a—� r L3 (iYP) l I 1 1 � I�E L2 � I s - ---— - I ��£ I \ III L --- ---I L --------J O--- VP VANDERAO-F5 PINE Jlm`ylllllr' I — -1 a ------1 may— ' —I \ < AL E55 aOAp mP) AIL- L U LL D FO.NTAIN GRASS LG — D LP LONDON PLANETREE DL STFILA D'ORO DATLILY RD --- --3J _ L — � --_- ------- rz N6 HENRY5 GARNET SWEET5PIRE IF IV Y NAL, T, 6,OoD ST2EEf TREE5 (GLASS N L ----- --J v—---- Lp P 17 AP AJNMN F RI ASH MK KF fY+-I 2LD tIH 2TRIH LSF 4 -IH - CA GIMMARON ASH 146 10 v E \ 6RLEJSPIRE LINDEN MP MJGO PINE TT NLIP TREE OL OTTO LVYKEN LAUREL HL SKYLINE HONEYLOGUST 5J 5KY HIGH -VIPER ORNAMENTAL TREES(CLA55 ) SN 3{p 3CR 5LMFERWINE NINEBARK � FLAME MINI MAPLE GG W W. SANDALWOOD ST w - W z -Ts s—T-s PLANT SCHEDULE (REFHtENGE S MT L3) 5YM --'— — �`-- 4 VINYL FENCE II 1 II II II _ sff pTL a—� r L3 (iYP) l I 1 1 � \ O I I I I I \ III FEy�,EI Ap1AGBJT TO BL BLACK LACE ELDERBERRY VP VANDERAO-F5 PINE Jlm`ylllllr' I 1=� may— ' —I \ � I AL E55 aOAp mP) AIL- L TREES (CLASS ) LL D FO.NTAIN GRASS LG DART5 6OLD NINEBARK LP LONDON PLANETREE PLANT SCHEDULE (REFHtENGE S MT L3) 5YM --'— — �`-- �_ II II� II II II BLACK HILLS SPRUCE l I I I I I I� III I I I I I I \ III FEy�,EI Ap1AGBJT TO BL BLACK LACE ELDERBERRY VP VANDERAO-F5 PINE BLOCK 7sl may— ' —I L 3- 42P L 777/ll J L O- — J AL E55 aOAp mP) AIL- L PLANT SCHEDULE (REFHtENGE S MT L3) 5YM COMMON NAME 5YM COMMON NAME EVER6RERJ TREES SIRL95/ORNANEW-AL �IALS BS BLACK HILLS SPRUCE AJ AMBER JUBILEE NINEBARK FS FAT ALEERT SPRWE BE BLACK EYED SU5AN N5 NORVIAY SPRUCE BL BLACK LACE ELDERBERRY VP VANDERAO-F5 PINE BR BLU E R JUNIPER CR RED FLOWER CARPET ROSE SHALE TREES (CLASS ) OF D FO.NTAIN GRASS LG DART5 6OLD NINEBARK LP LONDON PLANETREE DL STFILA D'ORO DATLILY RD NORTHERN RED OAK 65 CRO -LOW SUMAC N6 HENRY5 GARNET SWEET5PIRE IF IV Y NAL, T, 6,OoD ST2EEf TREE5 (GLASS N KF KARL FOERSTER REED GRASS Lp UTILE DEVIL NINEBARK AP AJNMN F RI ASH MK MI55 KIM KOREAN LILAC CA GIMMARON ASH 146 MAIDEN GRASS 6L 6RLEJSPIRE LINDEN MP MJGO PINE TT NLIP TREE OL OTTO LVYKEN LAUREL HL SKYLINE HONEYLOGUST 5J 5KY HIGH -VIPER ORNAMENTAL TREES(CLA55 ) 5W 5LMFERWINE NINEBARK AM FLAME MINI MAPLE GG CANADA RED CHOKEGHERRY CP CHANTICLEER FEAR FF PRAIRIFIRE GRABAPRE RR ROYAL RAINDROPS CRABAPPLE 55 SPRIN65NOW CRABAPPLE (D -z J 10 R3 c SAND,1LlNOC^ I 29 31 I BIOCK NOTES L REFER TO SHEET L3 FOR PLAN SGHEWLE, LAND5CAPE NOTES, LANDSCAPE DETAILS; AND CALCULATIONS. OWNERS 19451 RCLOCUGGROVE Rp. LPMN M UNMORM 6RA55 ® OBBLE JKa 61 VINYL FENCE ALONG 4' VINYL FENCE ALONG DRAWN DY:Jx ICHECKED BY: Rcs PERIMETER PROPERTY X % EA5EMENT 6 AD.JAGENT TO TRILOGY DEK CPMERT, INC. LINES AND SIDE LOTS (TYR) ASSDCATES GOMM'JN OPEN SPADE (IF). 6$�O SFE DTL 4, SHT L3. PLANNI92/OONTAOT SEE DTL 4, 5HT L3. NOTES L REFER TO SHEET L3 FOR PLAN SGHEWLE, LAND5CAPE NOTES, LANDSCAPE DETAILS; AND CALCULATIONS. OWNERS 19451 RCLOCUGGROVE Rp. (Y I'p`11�6 In", RIF o.MR oESRmnDx MERIDIAN, 10 83646 JKa CIVIL ENGINEERING I PLANNING) CAnrl uu x. evog2slc[uxe Tu mslnwo�l, DRAWN DY:Jx ICHECKED BY: Rcs DEVELOPER `' JE<ENSELTS TRILOGY DEK CPMERT, INC. S \ ASSDCATES 2350 5. ¶TANIUM MERIDIAN, ID 83642 6$�O PLANNI92/OONTAOT WILOGY OEYELGPMENT, INC. SHAM DROVMLEE 2359 5, TITANIUM MERIDIAN, 10 93642 NORTH VISED alley Engineering, Inc. RIF o.MR oESRmnDx CIVIL ENGINEERING I PLANNING) CAnrl uu x. evog2slc[uxe Tu mslnwo�l, DRAWN DY:Jx ICHECKED BY: Rcs I PROJECT:scsms-oas DATE: 4-15,16 PHASE 1 FINAL PLAT — LANDSCAPE PLAN BRINEGAR PRAIRIE SUBIDVISION —�- - RILOGY DEVELOPMENT, INC. - O TREE PLANTIN6/5TAKIN6 WlT TO SCPLE 3' OF BARK MULCH BRUSH AWAY PREM 5TB-1 3' VEL. TURN BACK &.REAP, TOP I� OF BALL- KEEP ALLKEEP GROUND LINE SAFE AS NURSERY. P.PM SOIL AS PER SPECS. NOTE. DID HOLD TNICE THE SIZE OF ROOTBAL . 5HRUB PLANTING PER `FFf 4" lr k HNISHJ EDGE SOIL GRADE O3 PLANTER GUT BED EDGE NOT TO YALE NOTES: L FENGE TO 5TEP DOWN TO 3' HEIGHT 20' FROM ROW. O4 VINYL PRIVAGY FENGE SI IANM 1" z 5 6" RAIL " X 131/9" PANELS X 5" PO5T NG PER MF6 -MENOATtON5 HOT TO SCALE LANIQSCAPE CALCULATIONS VLMD STAKE INTO PREVAILINS LOCATCN RMFFERNOM LENGTH REOARED PROVIDED "W. OVNER OPTION. SECURE W/ U 24 TAPES 22 TREES COTTON WEBB'6 TIP SIM FOR o 6-B' HT 546. CONIFER TREE. FAT ALBERT SFRIGE PILEA RRYEN5 FAT ALBERT' TEE YRAP = NORWAY 5MMUKE PIOEA AED ABED EARTH SAUCER SSSd VANDERWOLFS PIKE PINUS FLEAILIS VANDEMAOL S' M1LCH AS SPEGIBED �p TPEES5 (CLASS ) DARTS GOLD NINEBARK 1, 1-1 LP _ RooTBALL. SNP BASKET 4 TURN PLATANUSx AGERIFOLIA'BLOODGOOD' 216AL BIB I BACK BURLAP 10. a NORTHERN RED OAK - ILL W/ TOPSOIL MIX STREET APAVNFM " I- -" "' AS 5P AS SPECD. 6' 2" GAL BIB �^I MCUNp OR UNDISNRB.D. 157j . Fl INUS FENINSYLVANOA'LIMIUD%W 2 X BALL DIA GL O TREE PLANTIN6/5TAKIN6 WlT TO SCPLE 3' OF BARK MULCH BRUSH AWAY PREM 5TB-1 3' VEL. TURN BACK &.REAP, TOP I� OF BALL- KEEP ALLKEEP GROUND LINE SAFE AS NURSERY. P.PM SOIL AS PER SPECS. NOTE. DID HOLD TNICE THE SIZE OF ROOTBAL . 5HRUB PLANTING PER `FFf 4" lr k HNISHJ EDGE SOIL GRADE O3 PLANTER GUT BED EDGE NOT TO YALE NOTES: L FENGE TO 5TEP DOWN TO 3' HEIGHT 20' FROM ROW. O4 VINYL PRIVAGY FENGE SI IANM 1" z 5 6" RAIL " X 131/9" PANELS X 5" PO5T NG PER MF6 -MENOATtON5 HOT TO SCALE LANIQSCAPE CALCULATIONS BOTANICAL NAME LOCATCN RMFFERNOM LENGTH REOARED PROVIDED H CHATEAU ON. 20' N. TENMILE RO. 35' 130' / 35 = 21 TREES 160' / 35' = 22 FIRMS 24 TAPES 22 TREES TOTAL FH. I SITE AREA, IIAO ACRES COMMON AREA, 2014 ACRES (DGS%) WMBER OP TREES PROVIDED ON TEN MILE 4 GHATENI LANOSiCAPE BFf-ERS� 46 P TOTAL WMBE2 pF IRffS. 131 EXISTING TREES ON SITE HAVE BEEN DEEMED DEAD, DYING, OR AN iNDE51RAELE 5PELIES. THERE ARE ND EXISTING TREES ON SITE TAT NEED TO BE wTGATEO FOR PER EVALUATION GOMPEU p BY MERIDIAN CITY FORESTA FLANT SCHEDULE GYM COMMON NAME BOTANICAL NAME SIZE EVERGREEN TREES BLACK EYED SUSAN RUDBEGKIA FULGIDA 'GOLDSTRVM' BS BLACK HILLS SPRUCE POE A 6LAUA bRKgTA' 6-B' HT 546. FS FAT ALBERT SFRIGE PILEA RRYEN5 FAT ALBERT' 5-B' HT 515 5 GAL NORWAY 5MMUKE PIOEA AED ABED b-B'HT BFB VP VANDERWOLFS PIKE PINUS FLEAILIS VANDEMAOL S' 5-15' HT BIB SHAPE TPEES5 (CLASS ) DARTS GOLD NINEBARK PIY50CARR5 OWLIFOLIII5'DART5 GOLD' LP LONDON PLANETREE PLATANUSx AGERIFOLIA'BLOODGOOD' 216AL BIB SO NORTHERN RED OAK MERGED RUBRA, 2° IAL BIB STREET APAVNFM TRIBES `5 11) PURPLE ACT FRAXINUS AMERICANA'.UNIANGER' 2" GAL BIB CA 6MMARON ASH Fl INUS FENINSYLVANOA'LIMIUD%W 2" CAL 546 GL GREENSPIRE LINDEN ILIA CORDATA'6REEN5PIRP 2" GAL BIB TT TULIP TREE LIRIODENDRON NLIPIFERA 2" CAL BIB HE SKYLINE HONEYL06U5T GLEDITSIA TRIAGANTH05'SKYLOLE' 2 -GAL BIB 5 OAA- ALMG CLAS ) MAIDEN GRASS MISCANTHUS GNEN515'GRACILLIMI5'. AM CANADA RED CHOKECHERRY P3UNI5 VIRGINIANA 'CANADA RED' 2- CAL 545 IL CHANTICLEER P£ PYP5 LALLERYANA'6LEN'5 FORM' WUO' HT BIB CLUMP CP FLAME GINNALA MAPLE AGER 61NN4q'FLAJE' 2- GAL BIB PF FRAIRIFIRE CRABAPPLE MALLS FRAI.HFE' 2- CAL BIB RR ROYAL RAINDROP5 CRABAPPLE MALES x 'UP5-KW5' 2- CAL BIB 55 SPRING SNOW CRABAPP-I MA US x SPRING SNOW' 2' CAL BIB AJ AMBER JUBILEE NINEBARK PHYSOCARRIS OPULIFOLWS' NFAM' B GAL BE BLACK EYED SUSAN RUDBEGKIA FULGIDA 'GOLDSTRVM' I GAL. 24' OC. BL BLACK LACE ELPIDHDRRY SAMBUCI WGRA'EVA' 5GAL BR BLUE RUE, -UNIFIER JJNIPERUS HORIZONTALISHILTON' 5 GAL OR REO Fl- h R CARPET ROSE R05A'FLOYER CARPET- ROARS' 3 GAL OF D,,4,FOUNTAIN GRh55 PENN15ETUM ALOPECIROIDE5 HAMELN' 1 GAL OG DARTS GOLD NINEBARK PIY50CARR5 OWLIFOLIII5'DART5 GOLD' 3 GAL DL STELLA CORE, DAYLILY HEMEROIPLLIS STELLA D'ORO' I GAL GS ORO-LOVI SLMAG RM15 AROMATIGA 'ORO -LOW' 3 GAL IK HENRYS GARNET 5WEE75PIRE ITER VIRGINICA'HENRYS GARNET 5 OAA- ALIH IN IVORY HALO D061HbOD CORNED ALBA HAILHALO' 5 GAL KF KARL FOFR5TER REED GRASS GALAMAGRCI ARUNE INAGEA'K.F.' I GAL LD LITTLE DEVIL NINEBARK PHY' .AftPU50FULIFOLIUS'OONNA MAY 2GAL MK MISS KIM KOREAN LILAC 5YRINGA MJIM5CB15 SJBSP. PAULA MISS KIM' 5 OAA- ALMG MG MAIDEN GRASS MISCANTHUS GNEN515'GRACILLIMI5'. I CAL MP MAX POE PINUS HUGO P.111110 3 GAL OL OTTO LUYKEN TAMPED- PREMED LAUROCERA5U5'OTTO LUYKEN' 5 GAL 5J SKY HIGH JMIPER -UMFERUS SGOPULORUM'BAILI6N' S't' HT BIB 5W SUMMERIYINE NINEBARK PUM5 ARFUS OPULIFOLIA 5EV ' 5 GAL MANN CRAGS,® COC. 61. VINYL FENCE ALONG 4' VINYL PENCE ALONG PERIMETER PROPERTY %--)F-X EASEMENT 4 COMMON LINES AND SIDE LOTS (TYP) OPEN SPACE mr). SEE DTD- 4, THIS BHT SEE DTD- 4, THIS 5HT NOTES I. ALL LANDSCAPE SHALL BE INSTALLED IN AICORDANCE WITH MERIDIAN CITY LAIID'CAPE ORDINANCE. REFER TO SHT D-4 FOR ALL LANDSCAPE SPECIFICATION REGUIREMENTS. 2. ALL PLANTING AREAS TO BE AATERED KITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. REFER TO GUT D-4 FOR IRRIGATION PERFORMANCE SPEGIPLATION REGUIREMENTA 3. TREES 5HALL NOT M PLANTED WITHIN THE 10 -CLEAR ZONE OF ALL ACRD STORM DRAIN PIPE, 57RUOTURE N OR FACILITIES. SEWAGE BEDS MOST BE FRUDTECTED FROM ANY AND ALL CONTAMINATION MRING THE GOIbTRUGTION AND) INSTALLATION OF THE LAND5GAM IRRIGATION 5Y5TEM. 4. NO TREES SHALL IMPEDE THE 40' 5T2EET AND DEPARTURE VISION TRIAN6LE5 AT ALL INTERSECTIONS. NO CONIFEROUS R TREES OSHRUBS OVER 3' HI6H AT MATURITY HILL BE LOCATED WITHIN V15ION TRIANGLE OR HD ADROVE AS TREES MATURE, THE OWNER SHALL BE RE5PO14510LE POR PRUNING TREE CANOPIES TO MEET ACTIO RESUIRE-MENTS FOR MAINTAINING CLEAR VI5IBILITY WITHIN 40' 5TREET AND DEPARTURE V151IN4 TRIANGLE. 5. TREES SHALL BE PLANEED NO CLOSER THAN 50' FROM STOP SIGNS. 6. TREES SHALL WT BE PLANTED WITHIN 5' OF WATER M� OR UTILITY LINES_ OWNERS BRINEGARINVESTMENTS A25 N. LOCUST CROVE RD - MERIDIAN,ID 83546 DEVELOPER TRILOGY DENID-OPMENT, INC. 2358 S. TITANIUM MERIDIAN, IB 83642 PLANNER/CONTAOT TRILOGY DEVELOPMENT, INC SHAWN BRO IMM 2358 5. TITANIUM MERIDIAN, ID 03642 REVISED e-AcAalley Engineering, Inc. ICNIOVVAj�IN f u •� r w_lA C. CML ENGINEERING I PLANNING 1 CAUL caxLoeuxe Ttt xo �~ ? I' JEf�(SENBELTS .y ASSIXIAIES --II—A— ySgV, X— REVISED e-AcAalley Engineering, Inc. o. CML ENGINEERING I PLANNING 1 CAUL caxLoeuxe Ttt xo �~ BRAWN MIN ICHECKED BY: I PRBJEOT: aDIS-o25 DATE: 4-15-16 PHASE 1 FINAL PLAT — LANDSCAPE PLAN BRINEGAR PRAIRIE SUBIDVISION *� RILOGY DEVELOPMENT, INC. L SECTION.. - LANDSCAPE VAR, PART 1- GENERAL 11 RELATES DOCUMENTS A. DnewingsaM genets Contl,it pSIS a MCunNM induRng Ganereland SupgenwnYry lEon6 n atl Dlvislm 1 3peMcaSm 3ec0crm. 13 SUMMARY A. The SecfoniMctlaspnavaona mrmemllcwinq Mme: I. Tree 2. Shrub, 3. Gmultlmver. I . Lewin. i TapwilaniSoil OvnerAlreEll S. I'MI row LamasF Imd Edpdxap i. ,Wimain4mnmef IaMopemabe2ls. D. Rdvmpa :iM.. ry q nY t uM.rgmwe apanw.r,vAd. ". aanae,a 6 .aero, gzar D, ^INg. W n svdamr. 1A SUBMITTALS A Gemml: SubmHAsmlboing in mrtlanm xiq ContllBcmdC=neagaM Oivkbnl6peaficaaen baryon%a B. pm Cane Ma 'I Afi z 1, ares 11 pe' moults aygevemmeMal uln " A MvnumuMef , 4 mands.Myykbral and d % rets' YML 3. Labtltl hWneaOgktlM[gank bees aku4me pl narlp madaakmmphvade wdMatlrrwrmma c"during Mao-ai...eneP,harPoaed warkm arm elthel�b. creaaV .n apemMa srrnmer INde annM. M Imri mairrsnanu bend Are Miadaneal.,Islas . Bw 1,., maim data. nrry he .ppmma m Aging, M remrN Mhon of maamamre,lrs, 15 DELNERY, STORAGE AND HANDLING A sea ren. a.INervar Matma vnll M pmmawM:nzd Moa al4rampgng. Pmm.am aghe ndiSha hreestaff Mlad¢blpea 9,Tremane snnm.:pmvlha,.4go- I ane,it I, Co radpmrepang da I. u...AMappgvakbyakn n.DcnotdnayneI. WWWe.or.nadds In¢We mgaver,Do reakhaneas and nd buftmd nl serape.g d." mom.fve vvanwhns,theang di oro G ant drop ballee fMbudagdom Meaunrpa don C. Gefiverbleu and Nmby agar preparaecn¢mrplenMy Mee den mmpemdan0 plaM{mmaRamlV If ed Ung re m1eyed more do 8 blue slur aawery al eo,.M Nmh¢ in Maa,, MuMbf Mm weadw rsl meads, e.l dempe end Ads encu mold by D.o-ng"m mulcn, burns ar deerv¢e bi, rmws of AbeiMy hydrore. , netramrod mob I..."o"T ma IAM m a ging. I. P.ar. tlrw. E Do di cr dump memo.':Ahm venitle. annpdeNvrrydrM1a.ing. -it.,, aandaga m mdgalk Part her I, liege antl f-Plg. 1b JOB C..." s A I- .-I- mull ciunaagrmuM )tier aN-acne manmrMaa evil Iola p... blemmvPo- Ha. amvab, as nquirad MalrNirgmtla Wkea rmtlNemwvl:mM lI armee urn by ere.. groomed. B Fmm-so : Wren mmiyAA aampbmmm PlmtgAwN am.nmunurea own mbbk ml, a..- III ordMhumnn, softly ANMm in ganmg. C. PAjewnl LvntlwR:PAb.punbtlareaaatlpraMb mrmWacnarev. Repkm or Am.kon a plcr mrre'Ndm a[ PMq. mmq.ea. 17 SEOUENCINGANDSCHEOLUNG A. PIerMrq Tlme Prometivad andwmpl hntlape wrkaamgtllVupMcnaofrbbwnre .v.aad.-amewnnm r.I,al M m aN hrad:,ewp-Mmgkree. 1. Prem ISWI Il gaMrwkM 6My Ip}.Ny maarc¢mmlSFehmarymlSNmvember. z..Md.p nm yr.da.ama,barna p.anmmpAyb. rmim.rarrarmm yak nr wMpI draguator,' find.-ralrmod mDamon. :P yo-, you up,gmMaam uYk".Ma anepaerm pally dllvvms u I otln Ptah) ludebct MphrNy mrtrxxaMMrrb.mmvaalYrk-xvf5 board. harm .reds ana PA mare mbar comae. m kmn mwmy firm patsy apompa-. 10 SPECIAL HOJECTWAGRANY k MAm lawmdmyhp4fieelawn=a mnm Fella, NFnMPmAd AdxyEA , B. VAnanhtreeaaMMAb. mraanMaclmn.......r yak margaigni em Mo. bammyae a .. ano.aae.mcmry wd1, anq m. eekmo I -1.g ee rmm angora by .-I dose in damage br.seer, or L...l O,nn mo.Inmdmk My=M Lzne M lMoH,e, benhml. C RenmvsaM npkmtlee4.M1mb£ o. oderpknu mase o.ln uMaldy cdndticndunty w. ana. Mab rpm,, Ad itlWy gAabrol Imlmwly-"Pmddr owed Repbmhen¢anasnmbswMmaein mW-sone%.,at e. Awmnry pe W; mbar,in opnlon o! Prtldbd tt Is .Mlzvble m esu no wamnry Fenotl M. lull endxiy wan PART2-PRODUCTS 21 TOPSOIL AMevelded MalMsbr}paed brreyonk.wpa Work Tupwa Mall Be kNL Nude. -.all.- ..--i rmm mmq. n:mertlnn r Inch inane mm•n.mn ani mMm exMn.nm.mrmnpmatlern.mMW m icomaashmrdaMaMaminimaM mire. (3l repremMMm ,pan Nmpmamrb,ng. SokNmrwuiramenk Malnw. CcnMatlmrkrew.tltlamraaakvxmlaatlRvaan snlung. Arm a3 men maximum SM gfrRi Clan T.. Sena E G% 3. Cont.,ilzubmttr,mw,Yp,ShcmPoa.nimpMdmpailprep,adWwkr eppnJel. Report Mall meetffi.aNs helve. Comdcrlumapmideforegabvaraca .,did-.,. mmmmerdea 4 Us kA Cramp. A. ne In aeeidm m other door -me off. mound -la of kat realY. e b ,raving 1. ushook Ym mqulrM mrNk pmgd(weebcve lcn mqublroM ). TMMellMpr.timd aoP ndwlr,fi,nalvda wmn rad oMab Mh,r,,nomga¢Jnl,wompme). Amenamb partlremM's r.mmmeneapowaM aadrem yredfiae anku cu,alwlm apPAv.e by adMrd 2, Teal al argues, but nor limlbaI rommmenearinna an Gsmlaal tliMbueom, mean mm., pX hcmrs, aneueveamlygam remsary, Taa Yli by Wade, Leboremaes (1203dr0a050h1.m ulme. 3. Cameroon k mWanaideb wtamver al pupead are remnnnWe by Yw roll ms3ng bacrzmry. d, Confusion Nall expandnoteeabin and My nor all rap Nso, 5 I, mg MAGA vandal weed, am prtmnl Inge ap, remove an rwlbntgrovM mouaing Ards Nmagnad one -Yell Porma .Mr laawpb,ea d -r; a m and m Rwrr. 22 pH ADJUSTERS A.VrM1en PRM-notmmplywpm Nbppol rn, mmmeriximlealuminum wgam ANAMneemredefo ilpH. 2 EN SOILAMGMENTS ACcmpMCcmpA C,xd,Lcmp,Wl mcb,Mnle Numery(2M)3T552U M.antl -n "alFam im(AFB)Nh]B GAIIHmamppmmgveetlYequalinaqualammunYhanyvolum; lxdrellh "Ba•Id peeAage waYrymey nmavedad aagzgearly lobe eda¢mwa gM1l arts mMnt PrabRmaknals Pore deYnm4on Burry dalNery ani wYiboared rt¢Im. sea{Fors r'A-ler beesaniA MMM. A0.Ea- I'M A(31diG)tYR arequal. 2. Cammmtiel Fors 'E' M Irwnane¢, epgiatlm bbl Pim m eserine, m m IB -1&18 e pplletl al manumcanrt remmmanded trema. 3. CommeraelNNllier'C'londvm amu Mreammvwaels eldrplvnery Rod), Ce Sad Tud Supama (rMBdlNPo ardour). . XedNgda: PreemaepMgrmplal applieaeenggeMlxq bases. Cx:Mvxan2G bnntlar p _proved III Use In vuvnAnm sig manuM1mm4 mwmm,necn on al di MA 24 PIANTMATERIALS A.Oua1Ny: PmWaab ,MAMM wtl.Mer rands d ar Md., germ Araya, se vad•ry Mown ler {anaopv weM1 ani mmplYina w+la mmmm.Maeem ani nquinmvrN al MI IY1. 1"Amm n SYnMller Numery Speal ITE wren, PmWMbw, of Might, no aapm rN.aulea or ahmm vAn 6=r T,F mnlmaaeon mmmm Md by AND I AIR 1 ler tine a M aPotlm rewired. Style gemtreesemptwM1ere ePoGelmmaere ¢Mon czlistetl. C.Oead., floppy: Prwke anmd¢ of Mw A.A. dwvm or lista, Ad bed, man num deralonea required by SGIV QRSA ler tyre ani MIeM d.hnb G.0-drand us and 3raaelavba Evergmm:PrvvlMevegmem craizmancwn ulisW, Oimembm IMimmse, I di Iowalerdood dal mmisp up"i"m` g"r Plein M'VnrmlW'pen ryirea won ae -11 await,mire, pyrvmNvl,dwtl upngMvM Wummr. Pareiranmmaupenry IE, e -g dampled. whown. Istanbul Form mmplyingvilh requirermnb M.tlpraze mlaSareAlpam the ppm., alrmnabr Mo-. 25GRASS MATERIALS A. lasn ma Pmvitle harmly mixed add nor Into don 1 pmseng aeamn eM, ani fire dseeda ani tembil -1 uMealmb: naWe pnax% Pmvitle oNY ata mpable dpmsM antltivvelepmMxMnplanbd 1. PmvMe wtldunlmrm pad al[eawilh rmxknunIII aawMonlna'N Newp gron paherpatlewig maven antl,wilmxbeampmge, sntl )oda- fipde ,f alapd M pmfng Maf wrwvignrwn.rauy.m.a ....... . MNa fi-gMw an upan.t0%of Pad x+u m rejewa A _ undy aG-rage and d.00%KmpNty 6luvgeamantl2G%Ryeg2a, C Umwwn Cmvbeee Fear sere Cel Cne. y�e. ISl. a Femm 'Cavan Y ear tip Parole B, Olbdave Femm mngMlia mats F.a. aabmme marl z4.aeaa.a 28 MISCELLANEOUS LW DSCAPE MATERIALS A. AnYOe -. Emulam Cyan,. -An iy allots.,., to pemA tome iplan an .i ala --lens N-.,. M. an. Dapverm menrdamrera fully ides mM m a no mix in amords nm Into rtanu AmmPslr♦LuctloM. 0. pull :.1.Or filming bads Mall M mealum ground bark MI., Fee dgrllnbm. .-.nl In a ppamarm. And Gol gnarl, M and. e W smms d..- Al b prof1. C. Dnlnoge Rob Cobble e' mlmberhnymbbm, g -Meth minlmmn. a o.. and T.1.F.ban tulles¢don d Indeswite, mdgmam prevent boar iGUMM anaGLY, Pre & . E SYF: ndG ve: Pmwm sbMsand eeatlme r a naMmae, mdene...r tlwaW fie rkr'vinduvntl ctle.emcY P vk .guY f tl 'vend ed. gs21-healmnwire Mlgn4rdwr2 wan' mammbrd] P Je budvn 21dand I IF lu ones mgvstic M.e,mtm mgdmtl l.ngtlu anaWmmrm mlcr, mvbaa, v. zixe b q.b. eo-nmfidm tlarmp ISAME ire. PARTS-E%ECUTION 31 PREPARATION-GENENa A Greml Pmmmr ail m maandMr ler uaavadng pansy mesa m pp IisYdzptlame, Ad Amb ana pe S. Ley NiMMduoeee eMb lommareas bar Intranar end sof .IM yA rAlamd, aozpbm Mmre ¢bX olpenerg Irk. Make mlmr .daNmnkaamarMagpree. 32 PREPARATAM OF Plubsel SOIL A,Ba v,ng.d,mbWM,fmbgmW, d, mea da lumw,e,actlrerexwnww a - la,mxb q v=wXa Man Wmif m Sit Mfmd" rl of PAT at b¢, As, buys C.I.v,hay m,ll al .Don will dna p: y olI prenmllmvMmya. c s L. Are 1u. pd:sMmmall. sn bAr 1. sL IS "-it Per All k000d Feref rPr ilartl manafimn4 mmmmmvoeora 33 PREPARATION FOR PLANTING LAWNS A PAer exmvvhlg antl surlvm brnlm popermpd lcranalpmMNaWnarmxma ren umApd ori Min Po Ioarrdm:rpugrenL 0.emmedousmuaviy ver pr2lrMmin Adeps An. n 9m.Rem.w Neksmruny, ,a.otlnrzzasneoua moor. Unhard0.pt ,SMIA wNNMl ba,.(G ..dam ,Men -.11, n. g. .parva parNngsdlmam'remamerpdarbgM q"mamm..r roma arae, aM.kMMam Moyle, amrrgmmu"sane mamM mtlkm.M(s4e rewire,. Am warmer ln.mmamerM a, 0.011, Mb. F. MainYlna.pAu.all wasasM1omwm]antlwMemdan unMlfimlamltlanu. 34 PREPARATION FOR SEEDING A Mar,.am,ae.r.rewaw+a.fmpmnma MiNm,m endear ae4inNm. R.mam ammo D! 2. Plainappavlmabry%dmulamcunl.lmpadl mqulmtl VY.vklola lip oldcweetl wW tl fine uaLm, c. instr menta reC-Sporp2Mn0Haa isodu NhbrtlwwugM1lyaM allow edam malmrem instrumental Dc -)Idako mumyydl mntlitlon. D. Rama areaam eandfiee mnolMan,Remoad erodentira dlsMaMd,ahrfine gntlll antl picrm MMnm E MafnWnantl pmbdallare4a[ea Mm nits and vnbeencdcn untll flnelampunm. Al PREPARATION OF PIANPNG 6E06 A. AMr AbeAu, aN mmaWy I= gam m pre, eapd.)doom subgaM.r el ... S. minimum malts of 6lnNea M iirga mdh-mulNm or varlar egNpne rt Remove some, ewrly dear)lRirMe¢In any olmrer Jcn. Remove 9ockv. dbrre; NbWzM1, antl IN seem qz^ons Npb a mmlmvn rape of 10 mcnaa allured bough As reed Mre%gmao, and oma,n„hnvm,dmrliVmlllyandeammlmMemant(vfi wquimd). Aaazpundeamil ame.mens ez requlretl vM mIX do rouOMy Ing mpmil. Placa approxi-., 12 d mYl amount of Damm Ill required, w.M Ing bb al Im,,md subgnm m matt o-mdpm 11 den plain mmdntler of de deMing mil. G Apply Pro bourgaM permerrumclurers lemmme.ve.m RvgplyaA remwry ler .,.,.,an cl-ee¢. 3] SODDING NEW1ANNs ITFor klawn aeamml aneaaaedgpaletl on th dvwMga. B. WipmP-anbtlon 1. Mynot Nixon aree.tlel by apovebemrmmmw.etlplormd M, Ipgfaro lwrdee anal MpN NeIpM1I(B)ingie¢by epprovetl memapproppro Mp memblereineamleaendon C. Med P..- 2d bus M1cnnmm Naalppinp. Go nIXpkMaclmentzatl crHprauntl:trezan. D., PharteM 1. 6etlsill ha bmryMan. :wn areas by wneelea mean¢wiLh paler gcbNcnofsotl mtlz. 6otl I Ley is mml a glia mass wig I",Marylantr_dept ...antl.... I aNpe. do notmembp. ...or Nipsmenmtpinbin mUMxmMws �Mrk an Mon. re amod Mmag. tube e rind Temp ormll ll9M1tly menwm,Mad vdhwbgmee, ...d adl mm minor mob between q,m¢: remove .... 1-0 anntlrering situp -mil As AT I 6otl zbll W MI'd Am a had handal(2W) MeM roller agerma4lmfnn re mwm proper rm.NMaen I.ondme Final enllin9Ttajprevltleawimrm vMam, AHerfinvleging de .W :vin smallM mnwm ,it warm Aypcval.)send lawn anal be bared on uNbrm, MadYv. Mimmus grMnwid na My m dead mums C AM feMuser'6' at Ne manufasmre r sremmme. tlaprighand.nb. ..r -it damupdy wid deny army lmmea:mq,]m q Por,. R scamps lawn OetedlsmmsM r. m. coMacbranvll be rmpowaemreMmamna mm.gwMmexpermarefM'argdmd lawn 2 suppyringetheallsoMmeyearipprome,grimi Mnmrb:MSMall be kt,the (2) Inge. Nannmml mr.v.11 mmw rrelms a s.xwMNakEngll.. vaprPdliareaye.mn mwmr. wyasaNain lla�n raoprde vryalmd,,fapll®tlyn Christopher Mall mei da AmlxmM in mkrg lnat de mNl'¢ar apgimbem M1ave mm�N a. m xTat do SEEDING A. Charnal I. s,eairefa,impke ar.aawn A -Presents. .,Aftor Marty 1b) mryM(Mmre CoMmr 1)dMe yarndarnr Men w,a rmneeaw aro mvnrade lerprop,wrlarg dda IMA and reed g.--Fnn- ]. Dead Nal Mapeatl by pDappred its per, ma{o r) or hydmaed m,tlgds olds. 3. 6mdng Nal he acne mr, safter rep pI - fi"angded, P -,-Anand q.neve have bear romp: adanaaMily ed br MWLN A Sol PmpalaMm, Any m,rd learn area that M, brmme Parbd giniFor mstog many bas ncmi Imait., of eigM(ej mono. by Wp=vbrmne, Nen Mr. gM.dA SeotlMSm rmamre ammla O p-MCYaNwI MMMd T Apph kmlvernNy madaawryn mmmmy.ya.pplaem mm. Tnymaanh rod. (sl fampreop,Mang Tooke mirvotfrsubsoil Ing bpwll mIX. Almrmbinp i. mrrpkY, anli mbavarrokn (ij lnN lndm. RVWmNegnde and Mlmrfirmrea If Atlry lgtly y nxMm nkle II' rudi GmMsehrrolllrpmbe nppAvetl bV Arcnlle.pwrm aring. 2 odea Amebal n Rab: d •praeucs'. a s..arod:.tla, MONM d UrieM apa ertmal MCNmm -it ng all be an A.11 .1 wiry nnHOM(3) an Me Agents on."A mi, aem in, elrati,n alight vnye, m ad.r Far AMein r geg MwXmB, rbn M lightly oped anWkl to Fee mMo ruN gal oaf or mom cfft U-1 f IDggltlPoy--ma by rot Mennaren Ing, ralbr weghy n re mor an. hundd G A kYacyID Po speadded am hr AW IY ma•d it vAA my tax fig MMil pm•Mlmv m aaammM, neer ani And me reed .it lnmod, n d, Alar meal hiring.ani aging, wn manalI.' Ad aidanne (1)"n=nlo Inum. exam don Memnr wt¢traw. sM N be wpmnvx weltlw lawn'r.Aaefrnee. Remove baro raw named '.Soong Mytlro%etl.,err 1. No I,Afedy vdW-a. orlfien de wl. exmearthe (5)Mk¢ser Mn 2. Uzemth WnredpeemmN 5.1. 3 S.A remumnadwebr wM, mocna. mmm "a1 mots' ly erg. perNnB vree .see Try Artvs Ei eM I . TF L Mall AmAll us respndbk mrMrepost m.Myana ab wqu,Mmwysmerhal ma tarts)' g r veaeo mislay, FlnalA®punw cltlw pmpR 6ubrgwntmawiys anallm tlre0 r sit- 2 n gMAH seMoine Mr .- andzaeAli six) i le.se;I weenP I.. mull An-rMight,pieMnmMS Ma..mand(TL)Mees a¢nedge by Ne Ald'ikR An mono r M1eIgM at 1wc (2) ircnes No br mR and wbagwM mcwiya. 3 FekiMr IlWgioMenr MYfire[mawmp. MPhkNllmr es pertlre manahNverr pedurnmearguld 9 uN maNiwe minor(g pmmM MeminaOon ani d urri(Drm m in appAren, Am of IaMe.mr otlwr LnmelMble go. Wede¢o¢aphaved for Up AMMbd. S Cnackmr mmn-. M oea da rFprninemiy god. A(A') dare after mealre and --ad az all Aamdal they time en It add Mme as weatlmn III I- Pe -I Mr Ipped--..I be aaea:had A. me . oboe d or. orwbffindal mmgetlo MNMEN4N E A.0 gnlana p I.,.- i-.d.lA mor P.More n I duarepar 1. FormardtFusexAmemanded B. NraIi. Ned offer Mr. my paganingp+Ihvvng sero 9' tli Ai ea wd R Co p e Tighten a kA and guy admaras and MMMMmp p e a m l ml d a m pl g a w'ngs pMr v -am p rod MrwnM1a i' a . I. byxand' g o g mniy m ........ ruN a oda regs A.antl replen0ya¢,qu MmeAablMemmeM,v®build awn M1eeo( ,aha nWarevreu. D. Memuinrewnsmrm loo den pmim rbMe Mnw, nr Innwraa requlretlm e¢mhnN aeppenle bon, Ao wwtaIntal)anamtglwnmattsoya orwinmrerro Mmre Rnal ozptln,. or l! rolddaM aaapknla a[Naleme, mrorrue malnienancetlro mllnwll ¢MluMlacmpmble lawn lc MablvAea 3,10 CLEANUP AND PROTECTION A. During lanascao werk keep pAMm bean and wok area in an nMeay mnaNen. B. Tobi rad-Mwc,aM m mabrlam bnm rnmage nueblardr®pe cpentinro, pmeansby onm mntradaaanawdes.aM eegra®a. M,iraunpANa,nd,Mm,,r il,b,n,ne maimnanm pareses. Treat, mpf, an mpmm MmpdIvnm soak u Maidd , 311 INSPECTION AND ACCEPTANCE A, Ween .. -i mrk us .,.d. inNWiy maiMemnw. anode"AL upon arguer( IgM inesednn to dem... amap..' ge .. KMA ino. b.wpe-. aces for comply AM mquiremerls, mplawr aidedi -1 mal bmmxa exRena . mpmadg. and da. prop"from pmjad I. 11.1 To d amgnble. END OF SECTION PART 1 -GENERAL 1.1 CONDITIONS AND REQUIREMENTS'. A Oenml antl Suppbmenbry Conditions, and Dlvm,n 1 Gonenl Rvqulmmenb 3 SUMMARY A. Figm isolated 1. ProvMa antl IMbll a mmplem and oparzting aandr-mimgadon maEmfw all hom mM AMM... 2. Cava.I main -.r bar ly ed exlsfy and -.I Igovial 3. 6Ymina under broad are® (be ..am) d. ObYln antl py br ell Pomab sntl tees ler Na vmM or W a amen. 5. Penrcrm weaknnadagNmmmrdhas; abF.m Mem ayboenbd dy Cnnbaat EocumPogmbk aridni� a, ap�de¢Ign pinneatim 6. VAnYazNm of .. ry Wm. 1A GUARANTEE A Guamnbe in AMID all maUm: egtiplreMaM swMmvnsnip(umlahaa m Ea III ,rads Mkcb nrxvdzr pati random, Wmin ore your Her mod MM to.Capitol mob Ar replan or all mkmve mom or w.r:m nahlp Mm .1 M aenYonal oaten .,, 8. Fll ana miLI eepmwona Aral m plbo c. ell new¢mry n .,it qa Mtrp Mlsh ren tMr.Me..W.M Mlmgal hendrsa I......... it.. If ag m. C, saoppy sy I an m,nanNamrerapinba gaMM.e% 1.5 OUALIT'A66URANCE AConfa.mr N.ebelkmmalntlres M Mwhl&g moa. B. Poneacmr Nil Faveallwd M'e yaamp ro pRm f goal er argerwPo Pmmvru®• a arreum.lMmproaderogratuldled.ferning,gcpW wid C. Cenavter droll emg5yan9mpelen em she larerran Nlrge isgamugnry e W edenmtl e. mmPomM In ell pna¢e¢ ofd. vmrk d Mb secMen. 1.8 SYSTEM DESCRIPTION A mdgn reWeerrenm: I. Mmimxa wabrmwrage: Planting areaz-45%, Lawn amu-Ine. 2 Uyard zydem m... aptlmum meager Ming rrerumWnR bno.. boas. Sonde an waLa-11. cr paved .,.¢ k netacmpYEl.. 3.Zany ebl I M Is signed far.ptlmum used of MAMI, pma ,ani a., depiWEw M mods or q.n ..M Areq,.1genre area.. d. Devgnpmuumein llp,aumregulatingequp ntmnem U 5.PAv finalll up in SII lm muPlingmfrmroblowsland Arm n. LamOonsigni ply land Mww1, M1c In AM vena. n.mll appoel'noIb grvemm mel I ro vad l.ol.r wrend uy.Mds...Upppaym dm mwtlm. ,Ilea rot aai-ga awl.Adw aamag.. 17 E%TRA EQUIPMENT A In nal m Irmblletl sydwn LmIM warty and, de mllawlm 1, Vane ap, MO my ani moralI. 2, VkerM M nary RAnkbr Mase mmr ypa. 3"Tem Rl apiimurhma Ma.aMmN dz. anatype. a_Tvm(�m ••rabhM uS,b Macmpiee.m I Um- o.... at suborned cargul 21 PIPEANDFRTINGS a PJC l-ro ASIM o-ned donee lhmark.awnn mm�aM1cm,.re war.. NaRJ r.Mre. six. rvp, s.Iy.mrMatyFo: PER,: . Pm,ies ClinesSgsh200 po . wNanl weld. b,L u Illnea Clvss2W Pau sin ed g:cmu1d.Aw. 2 P at sell :aovc wlwMralaq _ ILd .mejcmmwhere q " tl atIor ,it, prom. em 3R Labor ,it annb poA flazkle vntltivrmgeresismMpeNc. anlrgPo da. P.M a Ni ppwMwMn[mrTVW 1611 PJC. e,P IradVkne Pre 1.Ned Mae v sziW 31P:Ynlnne Baur cn dpp Xrlgeficn xore(¢jwYnre pmbll isndoMmiMed 2 Frensper SCMm , OD pee Camera, 3. pSYMmu 54e1. C: dip .. Vne: NeYPm T dJ"r Vpprygn; eiln 6GPH tlngpM+110" prvdry. 22 SPRINKLER HEM A OnuipMn:AN-ppaY An apgim.n k dew, peaaue and di .A a, EaM type cf AA1.ma m o a drape mmnu(acbvar. .La -Nada: ppmpryp 0. M -n .vee Rainhrva HUMr, VAaN.-A. Ippon C.,nV. 3 ALTO MATIC COMROL GYSTEM A. Genets): FUMN toe volban Om -..red exp rd,1, -.1 .1 .ummap=NwiteGvmoruMenama.ImgaOcn arokme.. pmvlmmritel evpacaVmwh U.: it dMomrindbe4J. B. carpo) EM -U.: NGP MaWmrefasYMard wall mouMvmp IockMg leverdomply, Crop PMN Nexa ]G C Llmung I: ,.. 'sbl firm p pen BD "rumv. TTWI MIA ubma1 paMp o mdAwt DTI .-I- anal M 7IT a] iqa rporous Pa.. any firm ra o a k n bay A ] i day myss a .1 9: are aatiroLL.,,pe a¢IemmrreMetl bYmmusmmr f,Mel an"res AWT• VF, VL appmvea, Funds Oferries Usages 2, SEMI M ll saw Mall M rally to FEE PHS P, C. IIIit., ualve: bosscabronxemnzo-mpon wan Fiyetl mp.Oreprxc.o. D. Manuel tlranvalves: 1. Bmnxe wncfuctlon dnIOMtyR.160 pcuM.mss, dreatletlmnrcNen4 rdHr coadHPo ocemtll Mntlle tleslpretlm mcelue oceMang key, Calm, H. Airgesp ane: 25 MISCri-Dal VS AC=drd:Ommandmn ntglw,,mquineay pip Imnu%N,ot 5, eased box. nigh ImpvM plate, ends, In mgr. C. Vane mverana largo mmpeahle ends), valve baxwiMpmv'ucntcr ImNry. C.. OMnega Wmilltleaneared)or cnvnetl ¢Ierw, gntleafom3'mavmumm 3IPmIMmzm 3.1 GENERAL A ImmM aysWn b prwiae ler vMgimk pmbctlonepalnA(neze tivmege_ S.ussairi Mmd'E.aarm Weal an ovetld Muslim usli mrdedpi tl:wings"NI MWeaoM M1om me platymual m appmvM, dna GeaaV rambled on marry tlmwiip. C lneYll ayabmand mmpenenY in ahldacmManm MM manu4clureB reprogromandal. a InNll quickmrglelblon nainapply liar, vppronimaYlyegmlapatlng atvvlve � mm4ortsar iMarvel¢ oLaWT+lm+mh2ll1 mel. v.'nicmver Isgma4r Lewb atljacMm pavetl aMws atvalva bexeswMre pedicel. 32 IURFACECONGUT.H. AKS 'eMe areae anamndierc underwnlcM1 wah Wll be parbmred. Nmty CenbvcbrNmndem¢deNmarlml W Amey, spmpermmplebona15aNenwmh DonMpe "mbiunm5sgmnM,,,,mmnecmd. g.lnzamallnde itwtl uepM,,m ,Md antl resA iibdd,my,dglclwlln BeNonnork..p , sbucMezantl utlll0es gepslrarregxa aaN afumeesw Wlltleedemaaetl EytlJ¢waM atm ra[b Me LYmer. 3.3 SLEEVING A Sleevhiglmmlletl by ch an. Ccordrel a M.mar trades. 2.4 TRENCHING ANG BACKFILLING A Tmndang+M beGElling Noll be der pdydAd, meal Model 6.CN..a .balm no wiWutA l grade shangee m avow Ne Micanal minimum goer: 1. Mem Lim, and sheving: l6 inµea. 2 PVC Lv erels:l2 Mit, c. Suruna N.A.. 21nGres of dean m=kfiae mvbdal on dl seas 35 IMCELUNEOO6 VALVES A InaYX manus dralnvanxa upaemm. 1.11 Mendammaixire Yp in avatlaimsdlnmenumclunrrequlrelrenm Mmmgab Wsmticn. lm llbadMmMm,nandmnIEbmnb lr. 36 CIRCUIT VALVES A, Prop id. LIES IEem.amr it., adNmnaMantl,goer) I sal.union�� awmatream edea 2AtljudaummaMcmnbcl valves, pMaeON, pose cfpard orymere pmrue requiM bred., ¢pinlaerdwh 3 ] PIPE INSTALLATION A Lay PYC pre In vmrmnu. am.ard ani a- hie pa ten, Tuts Marko retie wtl of pcinb.i'mmmecffin+he Nampa or elreNun In mein line pian a, for manummrara remmm,,dM Remo,, ImYII rmnwl oll be PVC pre fifes. mkeM Anneal Aboo Aslfroxi Cd plea ¢quare, deburr, She Mm arlaa all aw Nry; dorydltmoiamm,WnW Wgnm,Mrwnlcmm�ymnbmineWge menmdpinl: MgYdvuor/pnmeraN eMmm Am,boil in ma n¢wlmmanN. Vsremmmmdaenm. Um T.lmngm,da hMMpe) stall MserA lnY CnnO,cra ,11ampiM,m ngmacneaulepmMea Rowvdea0 0,lllmtexmed54eMemnd'nall me, LamnMine, All A Fold wt and Mdenea person,I mbnm de premum lam and pmam minimum M a deal in sydem opmarg pmawma PttSixe 4us"pro n Nei Piroyber., San .GPM 11R' IS SIR GPM 1' tMt]GPM 2' 3550 GPM I"I U-ZGPM 2U2` 11. GPM D, T.dMA Onp line: Pbse in oblbw NnSwalfiN¢M1 eMe, Mmwl... lan Wegned multi. laym uNmne pmeam in gran., ndmalmys fw }w ranamov Inrop'�M.y Flu. ellmix-ral Irma MSwMmrapma gun¢W el lm.1 shorn teM of ortuh Mr2, EFlu.la ,,41ISobv-a1mdNva..plinenn 32 SPRINI(LER HEADS A Flush dratilllneeWIdfAl nerd d-ife,mam hvdi Yllsaon. 1. 1.1heaaaalmveleigmubh 2 Locum padelNe A ndeary Morris m oro Aram ma: mcne.(6') from walla land Net (d'jM1.m otlrerawdamwunl.a.deeaww'nara.ma. weywemgared.mimnvm. 3.8 CONTROL WIRE INSTALLATION A. Sun wlm¢M¢Ma or Mlaw main line Alpe in ame Mamie. T Sundle mzlaple vino mpede, Am IN At sun ko(1 V) matilmum indmh C Parvus 36 mind Iccp In Asia at mN yore when damps, o, mnweed and at 1mximum IMemY b,M , O. Make all NeaNmlfoink (gYimx)In Wxexoryy. Mab elemimljeins wabrpmof 6comMLor*.mnnecmn..r.pq.vetl. 3t. AUTOMATIC CONTROLLER A MCI1 e1 as Mason i.db,5on pMCvmerftepe¢enb0ve. R. Ireasll rypewMmn beets intim mntrellw anon. 311 TESTING A Ce nMallw c(mi any waM orNk FILMS to M mvarea up orendmod anal Reay men branded and humid. B. P. -meting: 1.M , maarypc"' m %,mu Nyble6ng Ca mOmrnndrk & 2_b m ng, elp II mary, am T¢hll .1 weer .FI II "n ¢reply) Nwee. P zaaxem IMPI, Cl.uiraupplyvndb9mrlakel Te .MMA pp vM Mn.g m M Smpmb muzm XOMrasmr " l5 5. FI aYx ne Me sits nezwre. l5mlramz. Inapeclmrleakage. rreacmrwanpope Il eo" tl oo (g )hMv.pavdnwl. Testahall be peMrmetl lnpna¢enu e! "AMkbR coneacb nu akemtiwcrmd(a0l n.ammedvanw. Raised anter a by ME Ar T.R p"taa�Ysvandnupeb11 dem, per de Ardrlmrd C.0 ge'wgo : pa mpetlon cfal syrtma.e,. amvmyedoor Edes,. 4bri neHmvempe as Ho tlatl II mu z mpm4 adww4 vntlunMmv Llurge Mtla mzde; oirfimvvnd'.rvtljl5fronlee d oma I bmvlae n vendee. •1 F N gnaw: 1. vorry a. ReffiumMol...No. anno I -d Mdoor,zmmemd rl m F. X m em momm,.aj.d for redo and vrodmverega TM" sklbd zyffim"a Wapsbm Ga.. a. eMwM E YMn4nzaMrx Vdmue zY9mrtdv And sine raven or ay eymt,, MAMv gcmtluru Am G -Mr RepesaMetive. END OF SECTION OWNERS BRINEGAR INVESJMENTS 1925 N. LOCUST GROVE RD, MERIDIAN, ID 83646 DEVELOPER TRILOGY OEVELOPMENT. INC. 2358 S. PTANIUM MERIDIAN, 10 83642 PLANNER/GONl TRILOGY DEVELOPMENTINC. SHAN BFOWNRI 2358 $. TTANLM MERIDIAN, 10 83642 iba.ka: JEhTSENBELTS r ASSOGw��FES