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Application Materials Development Application Transmittal Link to Project Application: Paramount Point SHP H-2020-0082 Transmittal Date: July 20, 2020 Hearing Date: August 25, 2020 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. City Council Hearing Date: August 25, 2020 Planner: Joseph Dodson File No.: H-2020-0082 Project Name: Paramount Point Request: Request to short plat 4 commercial building lots and 2 common lots on 3.88 acres of land in the C-C zoning district,by Brighton Development. Location: The site is located at 6357 N. Fox Run Way, in the NW 1/4 of the NE 1/4 of Section 25, Township 4N., Range 1 W. Planning Division E I DI N�=" HEARING APPLICATION Type of Review Requested Hearing File number: H-2020-0082 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: KODY DAFFER, BRIGHTON DEVELOPMENT Phone: 2089014264 Applicant address: 2929 W NAVIGATOR RD Zip: 83669 Email: kdaffer@brightoncorp.com Owner name: Phone: Fax: Owner address: Zip: Email: Agent name(e.g.architect,engineer,developer,representative): KODY DAFFER Firm name: BRIGHTON DEVELOPMENT Phone: 2089014264 Fax: Address: 2929 W NAVIGATOR RD Zip: 83669 Email: kdaffer@brightoncorp.com Contact name: Phone: Fax: Contact address: Zip: Email: Subject Property Information Location/street address: 6357 N FOX RUN WAY Assessor's parcel number(s): SO425120800 Township,range,section: 4N 1 W25 Project Description Project/Application Name: Paramount Point- SHP Description of work: Short Plat to subdivide property into 4 commercial building lots with 2 common lots on 3.88 acres of land in the C-C zoning district. 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Short Plat-SHP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0417 TYPE OF USE PROPOSED Commercial: CHECKED PROPERTY INFORMATION General Location: SEC Chinden & Fox Run Way Current Land Use: Vacant and Commercial Total Acreage: 3.88 Prior Approvals(File Numbers): A-2019-0364; A-2019-0365 Directly Related Permit(one only): A-2019-0364 ZONING DISTRICT(S) C-C: CHECKED FLUM DESIGNATION(S) Mixed Use Community: CHECKED PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 05/19/2020 In Reclaimed Water Buffer: Unknown PLATS ONLY Number of Building Lots: 4 Number of Common Lots: 2 Total Number of Lots: 6 Minimum Lot Size: .22 acres Average Lot Size: .56 acres TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Kody Daffer MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 BRIGHTON CORPORATION 7/17/20 Caleb Hood,Planning Manager Community Development Services Meridian City Hall P.E. Paramount Point Subdivision Dear Caleb, Enclosed is the Short Plat Application for"Paramount Point Subdivision,"part of the Paramount North East Preliminary Plat, approved 6/6/2013. This project will include 4 buildable commercial lots and 2 common lots. Statement of Conformance This final plat is in full conformance with(1)The uses and layout approved by the preliminary plat; (2)the use requirements and provisions of the UDC; and(3) acceptable engineering and surveying practices, and local standards. Application/Development Agreements applicable to this application AZ-13-005 and PP-13-008 For DWT Investments Kody Daffer Development Specialist Brighton Development,Inc. 2929 West Navigator Drive Suite 400 www.brightoncorp.com p.208-378-4000 AFFIDAVIT OF LEGAL INTEREST STATE OF IDA.HO ] } COUNTY OF AAA } DWT Investments LLC By Brighton Corporation I, Robert L Phillips, President 2929 W. Navigator ❑r.#400 (name) (address) Meridian Idaho (city) (state) being first duly sworn upon, oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Kody Daffer 2929 W. Navigator Dr. #409, Meridian Idaho (name) (address) to submit the accompanying application(s)pertaining to that property. 2. 1 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 29 day of June 2020 (Signature) SUBSCRIBED AND SWORN to before me the day Iddear first above written. HARI VAUGHAN �i i� 5 VLJ Notary Publir-State of Idaho (No ry P blic for Idaho) commission Number 20181002 My commission Expires Jun 1,20?4 Residing at: My Commission Expires: Community Development a Planning Division a 33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 w.-w�v..meridianci!y.org/plannin (0312812020) ADA COUNTY RECORDER Phil McGrane 2020-041456 B01SE IDAHO Pgs=5 CHE FOWLER 0411012020 09:24 AM When recorded,please return to: TITLEONE BOISE $15.00 Brighton Investments LLC 2929 W. Navigator Drive, Suite 400 Meridian, Id 83642 QUITCLAIM DEED (Paramount Point PARCEL By For Value Received, DWT INVESTMENTS LLC, an Idaho limited liability company, and the THOMAS W. TOMLINSON ADMINISTRATIVE TRUST UNDER THE TOMLINSON FAMILY TRUST DATED 4/711982,who took ownership as the Administrative Trust Established Under the Tomlinson Family Trust dated 04/08/1982 ("Grantor='), does hereby convey, release, remise and forever quit claim unto DWT INVESTMENTS LLC, an Idaho limited liability company, and the THOMAS W. TOMLINSON ADMINISTRATIVE TRUST UNDER THE TOMLINSON FAMILY TRUST DATED 41711982, whose address is 2929 W. Navigator Drive, Suite 400, Meridian, Idaho 83642 ("Grantee"), the premises described on Exhibit A ("Property"), which is attached hereto and made a part hereof, together with all appurtenances relating to the Property. Dated 2020 GRANTOR: DWT INVESTMENTS LLC, an Idaho limited liability company By: Brighton Corporation, an Idaho corporation Its: Manager By: a. Robert L. Phillips, President STATE OF IDAHO } SS. County of Ada } On this day of 2020, before me a Notary Public of said State, personally appeared Robert L. Phil tips, known or identified to me to be the President of Brighton Corporation, the Manager of DWT INVESTMENTS LLC, the company that executed the instrument or the person who executed the instrument on behalf of said company, and acknowledged to me that such company executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above writt17 en. Notary Public for a o e My Commission expires .*,il°'wG'••�`+��'i-'°.e'aa=�:-�`=:.-nib-:;r,,F�e=.'�.yJ'4 QUITCLAIM DEED—PAGE'I THOMAS W. TOMLINSON ADMINISTRATIVE TRUST UNDER THE TOMLINSON FAMILY TRUST DATED 4/7/1982 By: MEA W. nd Co-Tru tee By: David W. Turnbull, Co-Trustee STATE OF IDAHO } ss. County of Ada } a This record as acknowledged before me on 2020, by David W. Turnbull, on behalf of the Thomas W. Tomlin n Administrative Trust Under the Tomlinson Family Trust dated 4J111982, in the represent tive capacity of Co-Trustee. - 9;,F' =' � No ry Pub is for Ida My ommission Tres STATE OF I ss. � County of w } � This record as acknowledged before me onAlf; 2020, by Mark W. Lindsay, on behalf of the Thomas W. Tomlirison Administrative Trust Under the Tomlinson Family Trust dated 411J1982, in the epresentative capacity of Co-Trustee. r G �° Vr No ry Public for I v . `v;�,r ��-••� - -;�.- � My Commission expires QUITCLAim DEED—PAGE 2 Exhibit A Legal Description of Parcel B Date:November21, 2019 Project: ID-f 870-1908 This parcel is situated in the N.W. '/4 of the N.E. �/4 of Section 25, Township 4 North, Lange 1 West of the Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows: COMMENCING at the northwest corner of said N.W. '/4 ofthe N.E. %4, from which the northeast corner of the N.E. '/4 of said Section 25 bears 5.89137'14"E., 2669.41 feet; thence along the west boundary of said N.W. '/4 of the N.E. '/4, 1) S.00°31'43"W., 40,00 feet to a point on the south right-of-way of West Chinden Blvd., also known as U.S. Highway 20-26 as it now exists, being the POINT OF BEGINNING; thence along said south right-of-way, 2) 5.89"37'14"E., 303.51 feet to a point on the westerly right-of-way of North Fox Run Way as shown on the plat of Paramount Subdivision No. 5, on file in Book 92, Pages 10970 through 10973, records of Ada County; thence along said westerly right-of-way, 3) S00022'59"W., 12.01 feet to a point of curvature;thence continuing along a curve to the right, 4) Having an arc length of 31.56 feet, a radius of 20.00 feet, through a central angle of 90°24'41" and a long chore!which bears 5.44°16'22"E., 28.39 feet; thence continuing, 5) 5.00028'57W., 27.90 feet;thence leaving said westerly right-of-way, 6) N.44030'57"W.. 42.49 feet to a point which lies 30.00 feet south of the south right-of-way of said West Chinden Blvd; thence parallel with said south right-of-way, 7) N.89037'14"W., 148.59 feet.thence leaving said parallel line, 8) 5.00032'25"W., 263.71 feet; thence, 9) S.89027"5"E., 181.21 feet to a point which lies 14.08 feet west of the westerly right-of- way of said North Fox Run;thence parallel with said westerly right-of-way, 10) N.0003225"E., 162.49 feet to a point of curvature on said westerly right-of-way; thence along said westerly right-of-way and a curve to the left, 11) Having an arc length of 17.98 feet, a radius of 46.00 feet, through a central angle of 22°23'55" and a long chord which bears S 29°35'54"E., 17.87 feet to a point of reverse curvature; thence continuing along a curve to the right, QUITCLAIM DEED--PAGE 3 12) Having an arc length of 14.78 feet, a radius of 20.50 feet, through a central angle of 41°18'28" and a long chord which bears S.I9°58'57"E., 14.46 feet,thence continuing, 13) 5.0003 F24"W., 200.58 feet to a point of curvature; thence continuing along a curve to the left, 14) Having an arc length of 140.10 feet, a radius of 179.50 feet,through a central angle of 44°43'09" and a long chord which bears 5.21'47 18"E., 13 6.5 7 feet;thence continuing, 15) 5.44°08'20"E., 149.70 feet to the most northerly corner of lot 12, Block 21 of said Paramount Subdivision No. 5; thence leaving said westerly right-of-way and along the most northerly boundary of said Lot 12, 16) 5.45045'33"W., 24.95 feet to the northeasterly corner boundary of Lot 13, Block 21 of said Paramount Subdivision No. 5;thence along the north boundary of Lots 13 through 18, Block 21 of said Paramount Subdivision No. 5, 17) N.86"15'20"W., 225.90 feet;thence continuing, 18) N.89026'56"W., 254.00 to the north west corner of said Lot 18 and a point on the west boundary of said N.W. '/d of the N.E. '/a;thence along said west boundary, 19) N.00°3 l'43"I?., 598.06 feet to the POINT OF BEGINNING. CONTAINING 3.885 acres, more or less. QUITCLAIM DEED—PAGE 4 DEPICTION NA CAR.N-W 204 HVYY 20-26 W.CHINDEN BLVD FOUND A-,UWNUM CAP CAVWO-2014-1 SEC 2,9 MA-'4S Or SEWNG) SM 25 40M PARCEL A 47,137 SO-FT- 1.08 AC PARAMOUNT VERANDA t SUBDIVISION BOOK 110, PAGE 15815 z *> PARCEL Bczar 169�2189 SQ,FT,.8 AC ti PARAMOUNT SUBDIVISION NO.5 BOOK 92,PAGE 1 OM SLOCK21 QUITCLAIM DEED—PAGE 5 CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES ProjectlSubdivision Name: Paramount Point Pre-App Date: 06/25/2020 Staff: Joe Dodson, Bill P.,Tom Walsh, Steve 0., Kim Warren, Applicant(s)/Contact(s): Kody Daffer, DWT Investments;Jon Wardle, Brighton; Mike Wardle, Brighton Location: 6357 N. Fox Run Way(SEC of Chinden and N. Fox Run Way) Size of Property: 4.68 ac. Comprehensive Plan FLUM Designation: Mixed Use Community(MU-C)on majority of parcel; some Medium Density Residential along the southern boundary of property. Existing Use: Commercial (Bank)and Medical (Urgent Care) have been approved along Chinden;the rest of the site is vacant. Existing Zoning: C-C Proposed Use: Commercial (application for a 4 lot commercial subdivision Proposed Zoning: C-C Surrounding Uses: Commercial to the east; Residential to the south;VacanUAg to the west; Highway system directly abuts the site to the north (SH 20/26) but is vacant/residential to the north. Street Buffer(s)and/or Land Use Buffer(s): 35-foot landscape buffer outside of the ultimate ROW is required along Chinden Blvd. Buffer may be placed within an easement for commercial properties. Southern lot should suffice as required landscape buffer to adjacent residential land uses. Open Space/Amenities/Pathways: 10' Pathway along Chinden (SH 20/26) is required and should be placed outside of the ROW. Access/Stub Streets: Ensure proposed driveway access points are approved by ACHD. IF they are not deeded to ACHD prior to submittal of application,then a short plat application cannot be applied for; a combined preliminary/final plat would be the required app. For Fire review, please submit circulation plan with conceptual building pads, parking lots,and distance between southern drive aisle connection to Plaza Shops Dr. and Fox Run Way. If Plaza Shops Dr. is not completed prior to buildings on this site,some type of temporary fire turnaround may be necessary.Work with Joe Bongiorno(Deputy Fire Marshall) if this occurs. Waterways/Flood plain/Topography/Hazards: N/A History: AZ-13-005(Ord.#14-1597); PP-13-008;A-2019-0365(Paramount Urgent Care CZC/DES);A-2020-0078 (First Federal Bank CZC/DES). Additional Meeting Notes: Because proposed subdivision is not more than 4 buildable lots and there is no new street dedication with this application, a Short Plat can be applied for. Short Plats do not require a neighborhood meeting and go directly to City Council. Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist.(NMID) ❑ Public Works Department ❑ Idaho Transportation Dept.(ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department,Kim Warren ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s)Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ® Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text ❑ Preliminary Plat ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. Ada County Assessor This map is a user generated static output from an Internet mapping site and is for general reference only.Data layers that appear on this map may or may not be accurate,current,or otherwise reliable.THIS MAP IS NOT TO BE USED FOR NAVIGATION OR LEGAL PURPOSES. �i eGem Yv 6:r:ari:,St :: Boise u" Carr}o - . L S= F�x �-r cF _ W �i ax Fix 5' U rc El more o ChJghee~' u_ Legend 4V Chii ,l�r,RI:rJ + Railroad Roads(2,000-4,000 s <all other values> L Interstate Ramp Principal Arterial L W.P.�vTfign Ln y Collector Minor Arterial Local Parks Alley Driveway 2 Parks Water 4V CuiriL�7: klx r= ❑ Condos Parcels t. WG F�t VJ Dirt cu;t _ V� Mt-�:or �r z Li VV T A 51 r S� it Jl�y�l 0. 6 I e ap cal 4�xJfF 7/8/2020 PARAMOUNT POINT SUBDIVISION LEGEND: 24 ❑ 19 A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, 25 30 SECTIONAL CORNER RANGE 1 WEST B.M. CITY OF MERIDIAN ADA COUNTY IDAHO � 1/4 SECTIONAL CORNER R > > > > SET 5/8" REBAR & PLASTIC CAP PLS# 8960 R c 2020 � DO FOUND 5/8 REBAR P.L.S. 7880 ( BASIS OF BEARINGS ) o O FOUND 1/2 REBAR P.L.S. 7880 II�II III P.O.C. FIND.ALUMINUM CAP W. CHINDEN BLVD. (HWY 20-26) • FOUND 5/8 REBAR NO CAP 1/4 24 C.P.&F.#2014-102062 S89° 37' 14"E 2669.41' 24 19 Q � �� Nf 25 o O SET 1/2 REBAR WITH PLASTIC CAP MARKED ESMT PLS 8960 c 1 N E FND. BRASS CAP 25 3 o C.P.&F.#111067853 w FOUND 5/8" REBAR WITH ILLEGIBLE CAP •� _ S890 37' 14"E 303.51' 02 01 - - P.O.B. POINT OF BEGINNING ` 60' 120' - - - - - - - - - - LOT 1 - 0.22 ACRES 66.08' Line Table P.O.C. POINT OF COMMENCEMENT P.O.B. o 03 ° L1 • O� O P.U.I.D. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT SCALE: 1 - 60 • S89 37.4"E 293.50 _ _ SECTION LINE _144.91'- - - - 148.59' • �s • Line # Length Direction r BLOCK 1 ---- BOUNDARY LINE - - - - - - - - - - -I- 27.- - L1 12.01' S00° 22' 59"W I I �- EASEMENT LINE I ri 06 I� L2 84.73' N00° 28' 57E LOT LINE I I co" IQ0 _j x - - ADJACENT PARCEL LINE LOT 2 I / L3 24.95' S450 45' 33"W C.P. & F. CORNER PERPETUATION AND FILING INSTRUMENT NUMBER CIS 0.54 ACRES N i O L4 44.20' N890 21' 55"W 30 ADJACENT LOT NUMBER M C3 • 01 MONUMENT HAS NO CAP AND IS 0.20' SOUTH OF RECORD POSITION L5 42.49' S440 30' 57"E I 10' P.W.D. L C)l NOT A PART C4 `s ° 02 MONUMENT HAS NO CAP AND IS 0.17' SOUTH OF RECORD POSITION 08 1 j I 29.50' 29.50' L6 44.11 N89 22 25 W I TI 03 ANTICIPATED FUTURE RIGHT-OF-WAY • N90° 00' 00"W 144.88' I• i I z Curve Table 04 SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx O I 05 I 06 I w Curve# Radius Length Delta Chord Chord Length 05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx _ C LO - - - - - - I NI o � m C1 20.00' 31.56' 90°24'41" N44° 16' 22"W 28.39' 06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx It- L F_ I I Co t o P', Z) L6 - - - - - - - - - - - o I I o "' x 2O Q C2 46.00' 33.05' 41°10'08" S2o° 12'47"E 32.35' 07 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx o 00 I o8 I l 05 //I z N � Q � 3 C3 46.00' 15.07' 18°46'13" S09° oo' 50"E 15.00' o$ INGRESS AND EGRESS EASEMENT INSTRUMENT No. xxxxxxxxx � I I - - - - - - �� w O J C4 46.00' 17.98' 22°23'55" 29° 35' 54"E 17.87' NOTES �- w o - - _S89° 27' 35"E 181.21'_ iiI o' 0 00 S SEE SHEETS 2 & 3 OF 5 FOR EASEMENT LAYOUTS AND DIMENSIONS --��,� M LOT 3 r - ��_• - - - - s / • I(� O Y C5 20.50' 14.78' 41°18'28" N19° 58' 57"W 14.46' REFERENCE DOCUMENTS: 0.71 ACRES _ I -I l o I 00 01'19"W I Z O C6 179.50' 140.10' 44°43'09" S21° 47' 18"E 136.57' PARAMOUNT SUBDIVISION NO. , BOOK 92 PAGES 10,969-10,973 ° I I I _ � m o I I 04 48.97' Q ° ° PARAMOUNT VERANDA SUBDIVISION, BOOK 110, PAGES 15,815-15,817 o I C7 221.53' 73.50' 19 00'36" S09 19 58 E 73.16' z 05 N I 08 05 • 29.50' 29.50' RECORD OF SURVEY NO. 11 ,371 7 I C8 28.00' 40.50' 82°52'27" N22° 36' 18"E 37.06' RECORD OF SURVEY NO. 10,658 BLOCK 1 I i RECORD OF SURVEY NO. 5,954 C9 154.76' 67.54' 25°00'21" N76° 31' 31"E 67.01' LOT 5 I RECORD OF SURVEY NO. 4899 I_ CIO 180.00' 84.04' 26°45'07" N77° 25' 03"E 83.28' ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE S89° 34' 52"E 144.83' w 0.83 ACRES I • • "c�i I r C11 208.13' 89.50' 24'38'16" S76° 33' 09"W 88.81' COMPANY, FILE NO. 4109-3297277, ISSUED NOVEMBER 06, 2019. ° ° BASIS OF BEARINGS: I I N o� \/ • • \ �cb C) \ 4 C12 179.50 100.29 32 0047 S15 26 07 E 98.99 Ole THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH BOUNDARY OF N.E. 1/4 SECTION 25, 06 %� • C13 179.50' 25.37' 8°05'54" S35° 29' 27"E 25.35' TAKEN AS S89037'14"E PER G.P.S. OPUS SOLUTION PROJECTED TO IDAHO WEST STATE PLANE LOT 4 9 ° „ ° COORDINATE SYSTEM. BEARINGS ARE GRID, DISTANCES ARE GROUND. I a 0.36 ACRES - - �I I % i 2� .�� • \ C14 179.50 14.44' 4 3628 S41 50' 39"E 14.43 o� _ , �� 3 • NARRATIVE: II I I L - I == �s6 ��2 O \ THIS PLAT WAS CONDUCTED AT THE REQUEST OF BVA. THE LOT CONFIGURATION IS BASED ON - - -Cg • ��\32� 6g2i \ \ FUTURE STRUCTURE LOCATIONS. THE MOST NORTHERLY BOUNDARY IS DEFINED BY A 40, OFFSET L4 100.6� 18.68' 6� 1� i SQ • • • • s • s �° 0232E 70 FROM THE SECTION LINE AS SHOWN. THE WESTERLY RIGHT-OF-WAY OF N. FOX RUN IS DEFINED 3 N S88° 12' 45"W 119.37' 6 a BY FOUND MONUMENTATION ON SAID RIGHT-OF-WAY. THE MONUMENT DISCREPANCY REFLECTED_ • - r' N LOT 1 � p,, IN KEY NOTE 02 AND 03 IS THE RESULT OF THE DIFFERENCE FROM THE 40' RIGHT-OF-WAY AND THE •o N89° 21' 24"W 158.52' C10 `s • i •� • ° / 0.70 BOLOCK 2S `�7�9 \ FOUND MONUMENTS. SEE REFERENCE DOCUMENTS FOR INFORMATION UTILIZED TO DEPICT THIS • C11 BOUNDARY AND SUPPORTING EASEMENTS. L6 S87 01 03"E 120.60' (COMMON) gyp' p� - - - - - h 90.00' 80.00' 84.00' CERTIFICATE OF SURVEYOR: s' - �� _ 82.13' nr -� p - ° -'� - 6"pi •-_ _ 100.01' O W. CHINDEN BLV -2 I FRITZ BROWNELL DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR 3 N89 26 56 W 254.00 6 P' - ,� nj - --- - ------ - o 43.76' -r-- T- - --- -- LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN SUBDIVISION, AS DESCRIBED IN N86 15 20 W 225.90' -- - -6"p� --• �' 12 Z _ THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY UNDER MY DIRECT BLOCK 21 I 0 - SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, 18 I 17 I 16 I 15 I ROJECT = AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND 0 14 13 - CORNER PERPETUATION AND FILINGS. PARAMOUNT SUBDIVISION NO. 5 = I I BOOK 92, PAGE 10969-10973 / ATI N; `s�N�so AFo 9a o � o FRITZ BROWNELL P.L.S. 8960 0 �rI BRO�NH� VICINITY MAP N.T.S. 2775 W. Navigator Dr. HOR-ROCKS SHEET 1 OF 5 Suite 210Surveyed by D. McCarthy in Meridian, ID 83642 January of 2020. (208) 895-2520 E N G I N E E R S Project # ID-2166-2001 P.O.C. FND.ALUMINUM CAP ( BASIS OF BEARINGS ) 1/4 24 C.P.&F.#2014 102062 W. CHINDEN BLVD. (HWY 20-26) t z PARAMOUNT POINT 25 FND. BRASS CAP pC.P.&F.#111067853LuLu SUBDIVISION P.O.B. A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, - - - - - - - - - - LOT 1_ 0.22 ACRES • IRV TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF LEGEND: MERIDIAN ADA COUNTY' IDAHO • • • - 14 • 2�9 SECTIONAL CORNER 2020 - - - - - - - - - - - - - - - 25 30 R O mK>:3 1/4 SECTIONAL CORNER -- ----- I ------ S89°37' 10"E311_21_- �+ s T ------ • 0 SET 5/8" REBAR & PLASTIC CAP PLS# 8960 10' P.U.I.D. 06 1 DO FOUND 5/8 REBAR P.L.S. 7880 II�II II�II O FOUND 1/2 REBAR P.L.S. 7880 UNLESS OTHERWISE NOTED I BLOCK 1 I I � FOUND 5/8 REBAR NO CAP � 4 LOT 2 06 i 0 SET 1/2" REBAR WITH PLASTIC CAP MARKED c r N E 0.54 ACRES I • ESMT PLS 8960 0 FOUND 5/8 REBAR WITH ILLEGIBLE CAP 0 6I 120' ��• I 08 • ■ FOUND 5/8" REBAR WITH ILLEGIBLE CAP SCALE: 1" - 60' P.O.B. POINT OF BEGINNING �1 P.O.C. POINT OF COMMENCEMENT NOT A PART I I P.U.I.D. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT I I SECTION LINE I9� I I 29.50' 29.50'Ltil- -__- BOUNDARY LINE I 1 �c I M I - - - - - EASEMENT LINE I • N� • R IM I LOT LINE M I ADJACENT PARCEL LINE I 05 o I 1 I N I C.P. & F. CORNER PERPETUATION AND FILING INSTRUMENT NUMBER --- S89°27'35"E 139.86' z I 00 I N I 0 30 ADJACENT LOT NUMBER ----------44 1� to Co I-- I L' I C/)o I o � 01 MONUMENT HAS NO CAP AND IS 0.20' SOUTH OF RECORD POSITION N • ----------�-4 liv �( ' I m Q I S89°27'35"E 139.86' 1 ` h�% x ] L 02 MONUMENT HAS NO CAP AND IS OAT SOUTH OF RECORD POSITION Q I co LO Lo N I�, 1`� 0s oI �, o 03 ANTICIPATED FUTURE RIGHT-OF-WAY O SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx 1N89°28'56"W 132.51o [ - = X, <,/BLOCK 1 �I -_ ,. I o m 05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx LOT 3 4 - - - - - - - - - - - - - - --� z L15 I •0 S89°28'S6"E 93 L30 75' �`� 1 • I Y o6 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx I � -- - - - - . - - - 0O 0.71 ACRES O I 1 J� m 07 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx � � Q L17 1 -� INGRESS AND EGRESS EASEMENT INSTRUMENT No. xxxxxxxxx os L28 N 1 I I • 129.50' 29.50' Line Table Line Table M I'6 1 I Curve Table Curve# Radius Length Delta Chord Chord Length Line # Length Direction Line # Length Direction I I 1 I 1 ,I1 i i C15 218.00' 95.65' 25°08'22" N76° 36' 43"E 94.89' L7 10.00' N890 28' 56"W L21 34.00' N89° 27' 35"W • LOT 5 L8 15.00' N00° 31' 04"E L22 15.00' S00° 32' 25"W I� 0.83 ACRES I • q2O 1 o I , ` L9 10.00' N89° 28' 56"W L23 34.00' S890 27' 35"E • I N 4 NA Np 3 I I i 1 `� / • %STEgF`rG,pG L10 42.07' N44° 27' 35"W L24 12.36' S00° 32' 25"W a I I 00 I o L11 10.57' S450 32' 25"W L25 16.91' S450 00' 0011E 07 FRITZ BROWNELL P.L.S. 8960 LO N I M 1 z o5 ° 2 32i�2//' • ��qrF of L 12 16.03' S00° 32' 49"W L26 24.52' N45° 00' 00"W LOT 4 0l I � �s6 • ��rleRow�``� L 13 9.77' S890 27' 11"E L27 30.61' S00° 32' 14"W a I I 0.36 ACRES �, NQ- L21 i 9 �� • L14 17.61' S440 27' 35"E L28 15.00' N90° 00' 00"E 57 3 �I�-- I �75 ��A� L32 L15 34.45' N89° 27' 35"W L29 30.47' S00° 32' 13"W N89°21'24"W-_-_S88° 12'36"W 85.14'-L23-N • • - ---- • _ ��3 o i n ' o n 43.99- o- `�� / L 16 15.00 S00 54 02 W L30 30.06 N89 28 56 W • •- - • • �S- �'I' L17 34.55' S890 27' 35"E L31 27.97' S180 02' 30"E a I • ��136, � LOT 1 o o „ o L 18 12.00 N89 27 35 W L32 5.27 N50 23 01 E • 0\1 �N6� • 0.70 ACRES L 19 15.00' S00° 32' 25"W L33 10.54' N82° 28' 3711E • , L20 12.00' S890 27' 35"E L34 29.48' N72° 12' 30"E BLOCK O ��'1 s87°01'o3"E 413.72' ---fl- C15 (COMMON) G� SHEET 2 OF 5 2775 W. Navigator Dr. HOR-ROCKS O Suite 210 Surveyed by D. McCarthy in - - - - - - - - - - - - • O Meridian ID 83642 II�II January of 2020. 6"pi 6"pi - 6"Pi - 6"pi - 6' Pi --- 6"pi - - 6"pi 18 17 16 PARAMOUNT SUBDIVISION NO. (208) 895-2520 T O BLOC 21 O BOOK 92, PAGE 10969-10973 15 14 P - -- - - 6„ -- • 12 E N G I N E E R S Project # ID-2166-2001 (PARAMOUNT POINT SUBDIVISION A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 I I / x o 05 I I // I �/ • IV- c I I NOT A PART Curve Table Curve# Radius Length Delta Chord Chord Length I / L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ��/ I C16 134.00' 58.53' 25°01'41" N76° 33' 15"E 58.07' 04 � --------- N89°28'56"W173.80' /5/ C17 144.00 62.82 24 59 39 N76 32 20 E 62.32 4-- -- ------------ 1 . --------------- S89°27'35"E / II /,�� C18 28.00' 1.91, 3°55'02" N16° 52' 25"W 1.91, C N E I I - - � �1� —r - J I -I-------- I I I / S890 28'56"E 180.09' I Line Table Line # Length Direction I I I L 2 "W I I LOT 5 35 11.71 S 74° 30' 9 L36 14.54' N740 30' 29"E � I � 04 SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx L37 10.00' N00° 24' 05"E 05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx DETAIL 0 L38 12.94' S170 09' 53"E 06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx (, 20 L39 15.00' S00° 31' 04"W 07 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx � I I I I I I 06 �3� � M I I I W/ �11 / C18 I I I ^�N � L35 N./�0 CIO LOT 5 I000, LOT 4 ''' I I I 07 //' / / /��11�26 000, s64000, OV 000, /10, N � / I � I 07 I C16 ° N88° 12'41"E 119.08' ----- —4 —,Ii - �i' _ S89 21_28 E43.77 — ------------------ —'tom �, �i `�1 V� / — — — \ _ J - -I— - - - - - - - - - - - - - - - - — — — — — — — — — — — — ---- — C17 / L•N— ---------0------------------------- \ \ N89°21'28"W 43.98' S88° 12'41"W 119.21' \ / / DETAIL "B 0 " 20") a 0 2775 W. Navigator Dr. HOP.—ROCKS SHEET 3 OF 5 Suite 210 Surveyed by D. McCarthy in Meridian, ID 83642 II�II January of 2020. (208) 895-2520 E N G I N E E R S Project # ID-2166-2001 PARAMOUNT POINT SUBDIVISION A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO CER TIFI CA TE OF OWNERS 2020 KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED IS THE REGISTERED AGENT OF A REAL PARCEL OF LAND HEREIN AFTER DESCRIBED AND THAT IT IS THEIR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. COMMENCING at the northwest corner of said N.W. '/4 of the N.E. '/4, from which the northeast corner of the N.E. '/4 of said Section 25 bears S.89°37'14"E., 2669.41 feet; thence along the west boundary of said N.W. '/of the N.E. '/4, 1)S.00°31'43"W., 40.00 feet to a point on the south right-of-way of West Chinden Blvd., also known as U.S. Highway 20-26 as it now exists, being the POINT OF BEGINNING; thence along said south right-of-way, 2)S.89°37'14"E., 303.51 feet to a point on the westerly right-of-way of North Fox Run Way as shown on the plat of Paramount Subdivision No. 5, on file in Book 92, Pages 10970 through 10973, records of Ada County; thence along said westerly right-of-way, 3)S00°22'59"W., 12.01 feet to a point of curvature; thence continuing along a curve to the right, 4)Having an arc length of 31.56 feet, a radius of 20.00 feet, through a central angle of 90°24'41" and a long chord which bears S.44°16'22"E., 28.39 feet; thence continuing, 5)S.00°28'57"W., 27.90 feet; thence leaving said westerly right-of-way, 6)N.44°30'57"W., 42.49 feet to a point which lies 30.00 feet south of the south right-of-way of said West Chinden Blvd; thence parallel with said south right-of-way, 7)N.89°37'14"W., 148.59 feet; thence leaving said parallel line, 8)S.00°32'25"W., 263.71 feet; thence, 9)S.89°27'35"E., 181.21 feet to a point which lies 14.08 feet west of the westerly right-of-way of said North Fox Run; thence parallel with said westerly right-of-way, 10) N.00°32'25"E., 162.49 feet to a point of curvature on said westerly right-of-way; thence along said westerly right-of-way and a curve to the left, 11) Having an arc length of 17.98 feet, a radius of 46.00 feet, through a central angle of 22°23'55" and a long chord which bears S.29°35'54"E., 17.87 feet to a point of reverse curvature; thence continuing along a curve to the right, 12) Having an arc length of 14.78 feet, a radius of 20.50 feet, through a central angle of 41°18'28" and a long chord which bears S.19°58'57"E., 14.46 feet; thence continuing, 13) S.00°31'24"W., 200.58 feet to a point of curvature; thence continuing along a curve to the left, 14) Having an arc length of 140.10 feet, a radius of 179.50 feet, through a central angle of 44°43'09" and a long chord which bears S.21°47'18"E., 136.57 feet; thence continuing, 15) S.44°08'20"E., 149.70 feet to the most northerly corner of lot 12, Block 21 of said Paramount Subdivision No. 5; thence leaving said westerly right-of-way and along the most northerly boundary of said Lot 12, 16) S.45°45'33"W., 24.95 feet to the northeasterly corner boundary of Lot 13, Block 21 of said Paramount Subdivision No. 5; thence along the north boundary of Lots 13 through 18, Block 21 of said Paramount Subdivision No. 5, 17) N.86°15'20"W., 225.90 feet; thence continuing, A CKN0 KEDGMEN T 18) N.89°26'56"W., 254.00 to the north west corner of said Lot 18 and a point on the west boundary of said N.W. '/4 of CER TIFI CA TE OF SURVEYOR: the N.E. 1/4; thence along said west boundary, STATE OF IDAHO } COUNTY OF } I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND 19) N.00°31'43"E., 598.06 feet to the POINT OF BEGINNING. SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN ON THIS DAY OF 120 , BEFORE ME, THE SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM CONTAINING 3.885 acres, more or less. UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY AN ACTUAL SURVEY UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT APPEARED DAVID W. TURNBULL, KNOWN OR IDENTIFIED TO ME TO BE THE ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY PUBLIC UTILITY AND DRAINAGE EASEMENTS ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF MANAGING MEMBER OF BRIGHTON INVESTMENTS LLC., THE IDAHO LIMITED WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER ACCESS TO AND USE OF PUBLIC UTILITY AND DRAINAGE EASEMENTS REQUIRED TO SERVICE ALL LOTS AND LIABILITY COMPANY THAT EXECUTED THE WITHIN INSTRUMENT OR THE PERSON PERPETUATION AND FILINGS. a o PARCELS WITHIN THIS PLAT ARE PERPETUALLY RESERVED. WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY N COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY �►� LA�I/Q� ALL LOTS IN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER & SANITARY SEWER SERVICE FROM THE CITY EXECUTED THE SAME. ��S G%STEgFO G,QG OF MERIDIAN, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL LOTS IN THIS SUBDIVISION. t� IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND AFFIXED MY IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN OFFICIAL SEAL, THE DATE FIRST WRITTEN. FRITZ BROWNELL P.L.S. 8960 THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE Sp EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE '0-6�9rF OF SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGINATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE CONSTRUCTED WITH THE I BROW LIMITS OF SAID EASEMENTS. ALL LOTS WITHIN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER NOTARY PUBLIC FOR IDAHO SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE RESIDING AT: LOTS WITHIN THIS SUBDIVISION. MY COMMISSION EXPIRES: E a By. DAVID W. TURNBULL, MANAGING MEMBER BRIGHTON INVESTMENTS LLC 2775 W. Navigator Dr. HOR-ROCKS SHEET 4 OF 5 Suite 210Surveyed by D. McCarthy in Meridian, ID 83642 II�II January of 2020. (208) 895-2520 E N G I N E E R S Project # ID-2166-2001 PARAMOUNT POINT SUBDIVISION A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 HEALTH CERTIFICATE APPROVAL OF ADA COUNTY HIGHWAY DISTRICT SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 CERTIFICATE OF COUNTY SURVEYOR THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH I, THE UNDERSIGNED COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO COUNTY HIGHWAY DISTRICT THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. COMMISSIONERS ON THE DAY OF 120 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. DISTRICT HEALTH DEPARTMENT, EHS DATE COUNTY SURVEYOR DATE PRESIDENT OF THE ADA COUTNY HIGHWAY DISTRICT BOARD OF COMMISSIONERS APPROVAL OF CITY COUNCIL CERTIFICATE OF COUNTY TREASURER COUNTY RECORDER'S CERTIFICATE I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO ) DO HEREBY STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY COUNTY OF ADA } ss THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID I hereby certify that this instrument was filed for record at the request of Horrocks Engineers THIS PLAT WAS DULY ACCEPTED AND APPROVED. IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. at minutes past o'clock M., COUNTY TREASURER DATE on this day of 20 in CITY CLERK, MERIDIAN, IDAHO DATE Book of Plats and Pages through Instrument No. Fee DEPUTY EX-OFFICIO RECORDER CERTIFICATE OF SURVEYOR: I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, BY THE STATE OF IDAHO. THAT THIS PLATN FOX RUN APPROVAL OF CITY ENGINEER SUBDIVISION LICENSED, DESCRIBED IN THE CERTIFICATE OF OWNERS WAG I S PREPARED 3 I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION COUNTY, IDAHO HEREBY APPROVE THIS PLAT. AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS. 0 0 a U Z (n v CITY ENGINEER DATE a 1X �O m' E a INDEX # 414-25-1-3-0-00-00 2775 W. Navigator Dr. HOR-ROCKS SHEET 5 OF 5 Suite 210 Surveyed by D. McCarthy in Meridian, ID 83642 II�II January of 2020. (208) 895-2520 E N G I N E E R S Project # ID-2166-2001 PARAMOUNT POINT SUBDIVISION A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO CER TIFI CA TE OF OWNERS 2020 KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED IS THE REGISTERED AGENT OF A REAL PARCEL OF LAND HEREIN AFTER DESCRIBED AND THAT IT IS THEIR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. COMMENCING at the northwest corner of said N.W. '/4 of the N.E. '/4, from which the northeast corner of the N.E. '/4 of said Section 25 bears S.89°37'14"E., 2669.41 feet; thence along the west boundary of said N.W. '/of the N.E. '/4, 1)S.00°31'43"W., 40.00 feet to a point on the south right-of-way of West Chinden Blvd., also known as U.S. Highway 20-26 as it now exists, being the POINT OF BEGINNING; thence along said south right-of-way, 2)S.89°37'14"E., 303.51 feet to a point on the westerly right-of-way of North Fox Run Way as shown on the plat of Paramount Subdivision No. 5, on file in Book 92, Pages 10970 through 10973, records of Ada County; thence along said westerly right-of-way, 3)S00°22'59"W., 12.01 feet to a point of curvature; thence continuing along a curve to the right, 4)Having an arc length of 31.56 feet, a radius of 20.00 feet, through a central angle of 90°24'41" and a long chord which bears S.44°16'22"E., 28.39 feet; thence continuing, 5)S.00°28'57"W., 27.90 feet; thence leaving said westerly right-of-way, 6)N.44°30'57"W., 42.49 feet to a point which lies 30.00 feet south of the south right-of-way of said West Chinden Blvd; thence parallel with said south right-of-way, 7)N.89°37'14"W., 148.59 feet; thence leaving said parallel line, 8)S.00°32'25"W., 263.71 feet; thence, 9)S.89°27'35"E., 181.21 feet to a point which lies 14.08 feet west of the westerly right-of-way of said North Fox Run; thence parallel with said westerly right-of-way, 10) N.00°32'25"E., 162.49 feet to a point of curvature on said westerly right-of-way; thence along said westerly right-of-way and a curve to the left, 11) Having an arc length of 17.98 feet, a radius of 46.00 feet, through a central angle of 22°23'55" and a long chord which bears S.29°35'54"E., 17.87 feet to a point of reverse curvature; thence continuing along a curve to the right, 12) Having an arc length of 14.78 feet, a radius of 20.50 feet, through a central angle of 41°18'28" and a long chord which bears S.19°58'57"E., 14.46 feet; thence continuing, 13) S.00°31'24"W., 200.58 feet to a point of curvature; thence continuing along a curve to the left, 14) Having an arc length of 140.10 feet, a radius of 179.50 feet, through a central angle of 44°43'09" and a long chord which bears S.21°47'18"E., 136.57 feet; thence continuing, 15) S.44°08'20"E., 149.70 feet to the most northerly corner of lot 12, Block 21 of said Paramount Subdivision No. 5; thence leaving said westerly right-of-way and along the most northerly boundary of said Lot 12, 16) S.45°45'33"W., 24.95 feet to the northeasterly corner boundary of Lot 13, Block 21 of said Paramount Subdivision No. 5; thence along the north boundary of Lots 13 through 18, Block 21 of said Paramount Subdivision No. 5, 17) N.86°15'20"W., 225.90 feet; thence continuing, A CKN0 KEDGMEN T 18) N.89°26'56"W., 254.00 to the north west corner of said Lot 18 and a point on the west boundary of said N.W. '/4 of CER TIFI CA TE OF SURVEYOR: the N.E. 1/4; thence along said west boundary, STATE OF IDAHO } COUNTY OF } I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND 19) N.00°31'43"E., 598.06 feet to the POINT OF BEGINNING. SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN ON THIS DAY OF 120 , BEFORE ME, THE SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM CONTAINING 3.885 acres, more or less. UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY AN ACTUAL SURVEY UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT APPEARED DAVID W. TURNBULL, KNOWN OR IDENTIFIED TO ME TO BE THE ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY PUBLIC UTILITY AND DRAINAGE EASEMENTS ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF MANAGING MEMBER OF BRIGHTON INVESTMENTS LLC., THE IDAHO LIMITED WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER ACCESS TO AND USE OF PUBLIC UTILITY AND DRAINAGE EASEMENTS REQUIRED TO SERVICE ALL LOTS AND LIABILITY COMPANY THAT EXECUTED THE WITHIN INSTRUMENT OR THE PERSON PERPETUATION AND FILINGS. a o PARCELS WITHIN THIS PLAT ARE PERPETUALLY RESERVED. WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY N COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY �►� LA�I/Q� ALL LOTS IN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER & SANITARY SEWER SERVICE FROM THE CITY EXECUTED THE SAME. ��S G%STEgFO G,QG OF MERIDIAN, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL LOTS IN THIS SUBDIVISION. t� IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND AFFIXED MY IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN OFFICIAL SEAL, THE DATE FIRST WRITTEN. FRITZ BROWNELL P.L.S. 8960 THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE Sp EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE '0-6�9rF OF SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGINATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE CONSTRUCTED WITH THE I BROW LIMITS OF SAID EASEMENTS. ALL LOTS WITHIN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER NOTARY PUBLIC FOR IDAHO SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE RESIDING AT: LOTS WITHIN THIS SUBDIVISION. MY COMMISSION EXPIRES: E a By. DAVID W. TURNBULL, MANAGING MEMBER BRIGHTON INVESTMENTS LLC 2775 W. Navigator Dr. HOR-ROCKS SHEET 4 OF 5 Suite 210Surveyed by D. McCarthy in Meridian, ID 83642 II�II January of 2020. (208) 895-2520 E N G I N E E R S Project # ID-2166-2001 PARAMOUNT POINT SUBDIVISION A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 HEALTH CERTIFICATE APPROVAL OF ADA COUNTY HIGHWAY DISTRICT SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 CERTIFICATE OF COUNTY SURVEYOR THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH I, THE UNDERSIGNED COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO COUNTY HIGHWAY DISTRICT THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. COMMISSIONERS ON THE DAY OF 120 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. DISTRICT HEALTH DEPARTMENT, EHS DATE COUNTY SURVEYOR DATE PRESIDENT OF THE ADA COUTNY HIGHWAY DISTRICT BOARD OF COMMISSIONERS APPROVAL OF CITY COUNCIL CERTIFICATE OF COUNTY TREASURER COUNTY RECORDER'S CERTIFICATE I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO ) DO HEREBY STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY COUNTY OF ADA } ss THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID I hereby certify that this instrument was filed for record at the request of Horrocks Engineers THIS PLAT WAS DULY ACCEPTED AND APPROVED. IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. at minutes past o'clock M., COUNTY TREASURER DATE on this day of 20 in CITY CLERK, MERIDIAN, IDAHO DATE Book of Plats and Pages through Instrument No. Fee DEPUTY EX-OFFICIO RECORDER CERTIFICATE OF SURVEYOR: I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, BY THE STATE OF IDAHO. THAT THIS PLATN FOX RUN APPROVAL OF CITY ENGINEER SUBDIVISION LICENSED, DESCRIBED IN THE CERTIFICATE OF OWNERS WAG I S PREPARED 3 I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION COUNTY, IDAHO HEREBY APPROVE THIS PLAT. AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS. 0 0 a U Z (n v CITY ENGINEER DATE a 1X �O m' E a INDEX # 414-25-1-3-0-00-00 2775 W. Navigator Dr. HOR-ROCKS SHEET 5 OF 5 Suite 210 Surveyed by D. McCarthy in Meridian, ID 83642 II�II January of 2020. (208) 895-2520 E N G I N E E R S Project # ID-2166-2001 J J D Q cC C� Z C� BAER Lou greg@baerdg.com US HWY 20126 Ph. 208.859.1980 EP PLANT SCHEDULE DECIDUOUS TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS 21 Fraxinus pennsylvanica `Cimmzam` TM 2" CAL. B&B 50`X30` Cimmaron Ash 14, = r � _ -0 p - P - P - P - - P 5.19.2020 ' P EVERGREEN TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS LA-16848 � \ 1 —EM 8—HA 12 Pinus nigra `Frank` 6`-8` B&B 10`x4` ��i��NDscAP� 0 9—HO 6—Ls T r T + Dwarf Columnar Austrian Pine 0 O FLOWERING TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS o RECEPTACLE/ASH UR LOCATION 3 Pyrus calleryana `Capital` 2" CAL. B&B 35`X15` Class I Pf2-5 O Capital Flowering Pear CG-4 7—H' 4—PH HO J6 s• 0 z oCz ENCH s • s s 1 ` • • LOCATION SHRUBS QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW s p IKE RACK LOCATION + 4 Chamaecyparis pisifera Golden Mop` 2 GAL. 3`X3` (2 STALLS) EM a Golden Mop Threadleaf False Cypress • 3�_SG I I Hs2— 31 Euonymus fortunei `Moonshadow` TM 2 GAL. 3`X5` 6—Hs2 r �+ Moonshadow Euonymus 1 —EM 72' 2 TREES REQ. 8 Hydrangea arborescens `Abetwo` 5 GAL. 4`X4` 2 TREES PROVIDED Incrediball Hydrangea ® ^, 2—PC 8 Hs s2 8 I 7 Hydrangea paniculata `Jane` 5 GAL. 4`X4` 4--' W L D 4 SG SG 4 O Little Lime Hydrangea Cz ,d 1 EM EM 1 0 Z 20 Juniperus Scopulorum `Blue Arrow` 6`-8` B&B 12`X3` U O O n Blue Arrow Juniper O 7 Ligularia stenocephala `Little Rocket` 2 GAL. 3`X4` o Little Rocket Ligularia CIO C L 1• s. . TRASH ENCLOSURE, UTILITY BOXE z CZ PER ARCHITECT r ::�E 44 Spiraea x bumalda `Goldflame` 2 GAL. 3`X3` 20 JB CK 19 Goldflame Spirea <O^ O 8 Fa2 Fat 2 O p ANNUALS/PERENNIALS Qom' BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW 2 E SM 3 15 Hemerocallis x `Stella de Oro` 1 GAL. 1 `X2` Stella de Oro Daylily 82 Hemerocallis x `Strawberry Candy TM 1 GAL. 1 .5`X1 .5` Op Strawberry Candy Daylily v 10 Hosta x `Fire and Ice` 1 GAL. 1 `X2` 20'X10' DRIVEWAY Plantain Lily Cz PL PL E IVr-,r_PL PL CLEAR VISION PL � FS21-2 TRIANGLE EM5 GRASSES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW I i PH 1 Hs2-3 3 p 19 Calamagrostis x acutiflora `Karl Foerster` 1 GAL. 4`X2` ' G �O Feather Reed Grass Fat 2 00•%k J Hs2-8 O + 1., p 13 Panicum virgatum `Heavy Metal` 1 GAL. 4`X2` Blue Switch Grass s GROUND COVERS QTY BOTANICAL / COMMON NAME s• •f I 5,259 sf Turf Sod Rhizomatous Rhizomatous Tall Fescue s 1 BEM EM-1 LANDSCAPE MATERIALS CIO DEVELOPER LANDSCAPE ARCHITECT 2 SG Fa2-1 3 Hs2 Hs2-3 LANDSCAPE RECEPTACLE/ASH BVA DEVELOPMENT, LLC. BAER DESIGN GROUP, LLC. BOULDER (2'-4'), ® URN, SEE DETAIL 2775 W. NAVIGATOR DR. 10674 N. SAGE HOLLOW WAY �^I�, SEE DETAIL 5/L1.1 6/L1.1 SUITE 220 BOISE, IDAHO 83704 W MERIDIAN, IDAHO 83642 CONTACT: JOSH RENNAKER CIO Q 6' BENCH, BIKE RACK, SEE PHONE: 208-616-1050 208-867-5983 ._ CIO P PL © SEE DETAIL 2/L1.1 _ CIVIL PLAN FOR —0 (� DETAIL L T Sc 4 1 ♦ LANDSCAPE LEGEND Hs2 8 O•� EM-3 s EM 7 + + SG-1 STREETSCAPE/FUTURE PAD SITE BY Hs2-3A O s � OTHERS �--+ 55' s ' .Y 2 Sc 1 TREE REQ• a LANDSCAPE REQUIREMENTS: �= ^^ 1 Fa2 1 TREE PROVIDED + 40'X40' ( , 0. 3'Hs2 t � Per Meridian City Code; Title 11 UDC. v CLEAR VISION PC' TRIA E AREA REQUIREMENT PROVIDED i _ _ — P STREET TREES N/A Q T T ADJOINING USES BUFFER N/A I4s2— R�, RES. SUBDIVISION TREES N/A �_1 �/� / COMMON OPEN SPACE N/A C J — P P � EM-1 COMMO TREE MN LOTS /MITIGATION NA LOIDUj 20'X10' DRIVEWAY / CLEAR VISION TRIANGLE — — — evisions R/W- R W SHORT PLAT LANDSCAPE PLAN o so 60 Project Name: 19044 Scale 1 If = 301 -0" Drawn by. JR Checked by. JR Date: 5.19.2020 Sheet No.: L 1 0 J J D Q cC 0 Z C� BA E R o greg@baerdg.com Ph. 208.859.1980 I0I 5.19.2020 8„ BARK MULCH AT LA16848 TURF PLANTER BEDS MARK THE NORTH SIDE OF THE TREE EACH TREE F B PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLEATTHE TOP ��i��N�scap IN THE NURSERY, AND ROTATE TREE �0111 \� TO FACE NORTH AT THE SITE WHEN EVER OF THE ROOT BALL. TREES WHERE THE TRUNK l III 11=III 4�=11175• POSSIBLE. FLARE IS NOT VISIBLE SHALL BE REJECTED. I I II I II 11= DO NOT COVER THE TOP OF THE ROOT , I=III III- BALL WITH SOIL. 1-III=III III''-'I -III -III-30•-III I -I 11„=I I El I I-I I E I' III rtr;I'' TOPSOIL FINISH GRADE -III.;IIIIIIIil�lll= .�l-ll^= GENERAL LANDSCAPE NOTES - AGENCY SUBMITTAL SET TOP OF ROOT BALL 1"-2" HIGHER ENSURE POSITIVE DRAINAGE AWAY FROM TREE CUT EDGE O 1 . CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND THAN ADJACENT GRADE IN LOAMY TRUNK NND ROOT BALL. DO NOT INSTALL EDGING DETAILcz OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO SOILS AND 2"-3" HIGHER THAN - CONSTRUCTION. CONTACT DIG LINE, INC. ® 1 .800.342.1885. PROVIDE ADJACENT GRADE IN CLAY SOILS. „ 4 ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED 8 REMOVE ALL TWINE, ROPE AND WIRE, AND NTS TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK OPERATIONS 3" DEPTH MULCH. DO NOT PLACE BURLAP FROM TOP HALF OF ROOT BALL AT CONTRACTOR'S EXPENSE. MULCH IN CONTACT WITH TREE TRUNK. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN THE ROOT BALL, CUT THE WIRE BASKET IN FOUR STANDARDS FOR TYPE AND SIZE SHOWN. TAMP SOIL AROUND ROOT BALL PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. BASE FIRMLY WITH FOOT PRESSURE PLACE ROOT BALL ON UNEXCAVATED 3. ALL TOPSOIL TO BE AMENDED AT A RATIO OF 3 CU. YDS. OF ORGANIC SO THAT ROOT BALL DOES NOT SHIFT. OR TAMPED SOIL. MATTER PER 1000 SQ. FT. ROTO-TILL ORGANIC MATER INTO THE TOP 6 INCHES OF TOPSOIL. NOTES: 1. DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN AND W 4. ALL SHRUB BEDS SHALL HAVE A MIN 12 INCHES OF TOPSOIL, ALL DEAD BRANCHES. DO NOT PRUNE TERMINAL BUDS OF BRANCHES EXTENDING TO THE CROWN. L PLANTER ISLANDS SHALL HAVE MIN 12" TOPSOIL AND ALL LAWN AREAS 2. WRAP TREE TRUNKS ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. SHALL HAVE MIN 6" TOPSOIL. SPREAD, COMPACT AND FINE GRADE SMOOTHLY TO 3 INCHES BELOW THE SURFACE OF WALKWAYS AND CURBS. 3. STAKE TREES AS NECESSARY. STAKES MUST BE REMOVED WITHIN 12 MONTHS OF PLANTING. 3/4- 2/3 FINISH GRADE 5. FINISH GRADES ARE TO BE SMOOTH WITH POSITIVE DRAINAGE IN TREE PLANTING DETAIL unburied MULCH ACCORDANCE WITH THE GRADING PLAN. (z 1 NTS II��III�III� I�IIIII�IIII 6. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF 1/4- 1/ III=III III-III-II=III 11=III=1 ROCKS LARGER THAN 2 INCHES , WEEDS, ROOTS, GRASS, OR OTHER buried III-III: ( ) III=1 11=1 11=1 I 11= FOREIGN MATERIAL THAT IS HARMFUL TO PLANT GROWTH. TOPSOIL SHALL - 1=III=III=III=III= HAVE A P H O F 5.5 TO 7.0. I=111=1 11=1 11=1 11=1 11=1 I I=1 I I=111=1 I=111=1 11=1 11=1 11=1 11-1 11-1 11-1 I `► ?` _ _ _ _ _ =1II-III=III=III=III- IIIIIIIII1111111i111111111...1��I11��111; 7. WHERE POSSIBLE, RE-USE EXISTING SURFACE TOPSOIL FROM SITE. VERIFY �K1:�hr_.i,,. TOPSOIL WILL MEET THE REQUIREMENTS AND AMEND AS NECESSARY.' w. ' IMPORT WHEN EXISTING TOPSOIL QUANTITIES ARE INSUFFICIENT. ., ;• ,� �', f -. - { ' ti �► - BOULDER PLACEMENT DETAIL 8. IF IMPORTING TOPSOIL FROM OFFSITE, OBTAIN FROM LOCAL SOURCES 5 THAT HAVE SIMILAR SOIL CHARACTERISTICS TO THE PROJECT SITE. NEW x t A. „ ^ NTS TOPSOIL MUST BE FERTILE, FRIABLE, NATURAL LOAM, REASONABLY FREE '' � `' TIC OF SUBSOIL, CLAY CLUMPS, WEEDS, ROOTS, STONES LARGER THAN 1 `` INCH. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, � cz FERTILITY AND GENERAL TEXTURE. COPIES OF THE TESTING AGENCY'S vvM - *. _ FINDINGS AND RECOMMENDATIONS SHALL BE SUBMITTED TO THE _ •� LANDSCAPE ARCHITECT. _ 9. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH 3/4" MINUS BLACK NOTES: AND TAN PERM-BARK ROCK MULCH. INSTALL A PERMEABLE FABRIC WEED BARRIER UNDER ROCK MULCH. IMPERMEABLE PLASTIC WEED BARRIERS -- 1. 140 SERIES BENCH. BLACK ARE PROHIBITED. STAPLE ALL EDGES 10' MAX. - 2. BLACK POWDER COAT FINISH. - -�_ 3. INSTALL BY ANCHOR BOLT IN CONCRETE SURFACE AS PER 1�I 10. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. MANUFACTURERS RECOMMENDATIONS. 11. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT CONSENT FROM THE BENCH _ LANDSCAPE ARCHITECT. 2 - NTS NOTES: � 1. DUMOR 148-32SH-FTO `V 12. CONTRACTOR SHALL STAKE ALL TREES NECESSARY TO PREVENT THEM 2. BLACK POWDER COAT FINISH. _1_-_j FROM BEING BLOWN OVER. 3. INSTALL BY ANCHOR BOLT IN 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE CONCRETE SURFACE AS PER Q DATE OF ACCEPTANCE BY OWNER. CONTRACTOR SHALL REPLACE ALL MANUFACTURERS PLANT MATERIAL FOUND DEAD OR UNHEALTHY IMMEDIATELY WITH THE REMOVE DEAD/DAMAGED RECOMMENDATIONS. SAME SIZE AND SPECIES AT NO COST TO THE OWNER. BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF Q 14. FERTILIZE ALL TREES WITH 'AGRIFORM' PLANTING TABLETS. FOLLOW ARBORICULTURE Cz STANDARDS; IMPROPERLY MANUFACTURER'S RECOMMENDATIONS. PRUNED TREES (AS DETERMINED BY THE PREVAILING WIND DIRECTION U) 15. CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEAN UP OF ANY LANDSCAPE ARCHITECT) _ TOPSOIL OR OTHER DEBRIS ON SITE CREATED FROM LANDSCAPE SHALL BE REMOVED AND RUBBER CINCH TIE CONSTRUCTION OPERATIONS. REPLACED. GENERAL IRRIGATION NOTES - AGENCY SUBMITTAL ENSURE POSITIVE DRAINAGE 2" x 2" x 8" CEDAR STAKE -DO NOT J AWAY FROM TREE TRUNK PENETRATE ROOTBALL. SEE NOTE 1. 1 . ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR AND ROOT BALL. DO NOT SET STAKES PARALLEL TO PREVAILING TRASH RECEPTICLE (WITH ASH PAN) �--� SUBDIVISION PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON INSTALL EARTHEN SAUCER WIND - (� AREAS SHALL BE VIA THE SUBDIVISION'S PRESSURIZED IRRIGATION TO RETAIN WATER. „ NTS ^ SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND LANDSCAPING ALONG THE 3 THICK MULCH LAYER, KEEP MULCH 3 L.L FRONTAGE OF PRIVATE LOTS SHALL BE VIA METERED, POTABLE WATER REMOVE BURLAP, TWINE, _ AWAY FROM TRUNK AND THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. AND WIRE BASKET FROM i TOP 1/2 OF ROOTBALL, 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE REMOVE ALL NAILS, TIES, BACKFILL WITH SOIL PLANTING MIX. Q ONE HUNDRED PERCENT (100%) COVERAGE WITH HEAD TO HEAD AND PLASTIC FROM , .ti y SPACING OR TRIANGULAR SPACING AS APPROPRIATE. ROOTBALL. IF SYNTHETIC - - ♦^ BURLAP IS UTILIZED TO 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED WRAP THE ROOTBALL, IT FINISH GRADE PRECIPITATION RATES WITHIN EACH CONTROL VALVE. SHALL BE COMPLETELY REMOVED. ' ' y� REMOVED. ONLY - j 3 MIN. MULCH , � � 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER BIODEGRADEABLE BURLAP j. COMMERCIAL SLOW RELEASE FERTILIZERS - 11 SET TOP OF ROOT BALL HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE SHALL BE LEFT ON THE \\\ \ TABLETS FINISH GRADE '- 2" ABOVE FINISH GRADE ON THE SEPARATE ZONE OR DISTRICT FROM THOSE IRRIGATING TREES, BOTTOM OF THE ROOTBALL. �: SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. �� V� SET ROOTBALL ON NATIVE UNDISTURBED evisions 2x ROOTBALL DIAMETER SUBSOIL =IIII=IIII=I1 \\ram \\\ \� -IIII-1 ;- 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE ROOTBALL DIAMETER AMENDED PLANT PIT WITHx - I=III \\\ \\��\\ \\\\-\ III=III= OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, 3 DRIVEWAYS, AND PARKING AREAS. NOTES: BACKFILL =% \ \ ANGLED SIDES 17RE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR I IIII IIIIIII=IIII -IIII WARRANTY PERIOD. M = -IIII=IIII=III=IIII- FERTILIZER TABLETS Project Name: 19044 2. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. UNDISTURBED SOIL ROOT BALL Drawn by. JR SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 2 x ROOTBALL Checked by. JR 3. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. Date: 5.19.2020 CONIFER TREE DETAIL SHRUB PLANTING DETAIL Sheet No.: 3 NTS � NTS Ll 1 Cushing SITE PLAN DRAWINGS i�E IDIAN* Terrell IpANO FOR cushingterrell.com ' 800.757.9522 El PARAMOUN r URGEN r CARE HORROCKS � E INI • MERIDIAN , IDAHO ien Junr04 2020 0 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH BOUNDARY OF THE NE4 OF THE NE4 OF SECTION 25, T4N, R1W, TAKEN AS S89°37'14"E, A DISTANCE OF 2669.41'. BEARINGS ARE GRID, ANADA DISTANCES ARE GROUND. BOUNDARY SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL BONNER STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID z SURVEY. O CD BENCHMARK: Z KOOTENAI CP#1 1_9 ELEV: 2577.83' N: 728011.41' Q BENEWAH J�a E: 2451667.04' SHOSHONE US HIGHWAY 20/26 W CHINDEN BLVD SET: 5/8" REBAR WITH PLASTIC CAP h "HORROCKS CONTROL" LATAH CLEARWATER Z �` FIE a NEZ PERCE LEWIS ® Z of [� w cs M Z G3 J Z IDAHO W rn O U LEMHI , w ADAMSIL 10 VALLEY 4 W MC MIL LAN RD dopeow Z WASHINGTON Z 75 `CUST CLARK FREMONT O O O PAYETTE 21 � - = 2 GEM BOISE 9 I ' + Q U 52 n BUTTE 33 MADISON TETON D CANYON JEFFERSON _ . _ z � a BLAINE �s US HIGHWAY 26 Q °j�' ADA ELMORE CAMAS 2s BONNEVILLE cD VICINITY MAP E Z /, 20 20 a Z �� Z Q w 0 O h BINGHAM /8 V ^ N � Z LINCOLN W GOODING26 O M x .`- Of F CARIBOU O OWYHEE JEROME MINIDOKA �g6 30 O POWER BANNOCK ENGINEER: PROJECT AREA # { ��co 5.19.020 �^ 8Q BEAR LAKE SHEET INDEX HORROCKS ENGINEERS , II TWIN FALLS CASSIA ONEIDA FRANKLIN 2775 W. Navigator Dr., Suite 210 * �`' Ul 13073 PAGE # SHEET# SHEET TITLE Meridian, ID 83642 of NpP (208) 895-2520 ,r sUN DEFt\- 1 CI001 COVER CONTACT: ROB SUNDERLAGE, PE i+ ;• �„ i N EVADA UTAH 2 CI002 GENERAL NOTES @ ROBS HORROCKS.COM 3 CI003 LEGEND © 2019 I ALL RIGHTS RESERVED � 4 CE001 OVERALL EXISTING&DEMOLITION PLAN UTILITIES: "�k �' � � � � STATE MAP 5 CE002 OVERALL EXISTING&DEMOLITION PLAN FOR PERMIT 6 CS000 OVERALL SITE PLAN POWER- IDAHO POWER �w 7 CS001 SITE PLAN GAS- INTERMOUNTAIN GAS - 8 CS002 SITE PLAN SEWER- CITY OF MERIDIAN 9 CSoo3 SITE DETAILS WATER- CITY OF MERIDIAN ■ r.► 5.19.2020 10 CG001 GRADING PLAN APPLICANT: DRAWN BY I SICKLES CHECKED BY I SUNDERLAGE 11 C0002 GRADING PLAN CUSHING TERRELL REVISIONS 800 W. MAIN STREET, SUITE 800 12 C0001 UTILITY PLAN BOISE, ID 83702 (208) 336-4900 PROJECT SITE 13 C0002 SEWER PROFILE CONTACT: BOB HOWARD 14 C0003 PRESSURE IRRIGATION PLAN OWNER: • 15 C0004 UTILITY DETAILS TOM AHLQUIST • VP CONSTRUCTION R 16 CP001 EROSION&SEDIMENT CONTROL PLAN TOM@BVADEV.COM O (801) 560-7828 1 BALL VENTURES AHLQUIST 2775 W. NAVIGATOR DR., SUITE 220 COVER Know what's below. MERIDIAN, ID 83642 Call before you dig . C1001 111 4,19 m2:t1'E PM I H;\\MIND-1870-1908 BVA Paramount-Urgent CareWrojed D \`�2 CAD\\2..03 Shy MllesZornsdnuc4on Drawiings\\PLANS4D-1870-19N-OI-CDVER,dw g Cushing GENERAL NOTES UTILITY NOTES UTILITY NOTES EROSION CONTROL NOTES PROJECT CONTACTS UTILITY CONTACTS Terrell 1. ALL CONSTRUCTION WORK SHALL BE DONE IN SEWER IRRIGATION 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL DEVELOPER WATER ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING BALL VENTURES AHLQUIST CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO AUTHORITIES. 2775 W. NAVIGATOR DR.,SUITE 220 33 E. BROADWAY AVE,SUITES 200&204 THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE STANDARDS IN THE WASTEWATER RULES IDAPA THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS MERIDIAN, ID 83642 MERIDIAN, ID 83642 cushingterrell.com THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN 58.01.16)AS WELL AS THE STANDARDS AND SPECIFICATIONS BEING CONSTRUCTED. 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO 801-560-7828 TOM@BVADEV.COM CONTACT: LE RADEK, PE-5500 800.757.9522 STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. THE SWPPP DURING CONSTRUCTION OPERATIONS. CONTACT:TOM AHLQUIST,VP HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL SEWER 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM HORROCKS MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ARCHITECT CITY OF MERIDIAN Il-ll THE CONTROLLING STANDARDS OR SPECIFICATIONS. CTA GROUP 33 E. BROADWAY AVE,SUITES 200&204 E N G [ N E E R S DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) BE APPROVED BY THE IDAHO DEPARTMENT OF 4. ALL EXPOSED AREAS SHALL BE SEEDED OR MULCHED AS 800 W. MAIN STREET,SUITE 800 MERIDIAN, ID 83642 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ENVIRONMENTAL QUALITY (DEQ)AND THE CITY OF MERIDIAN BOISE, ID ET,S 2IDIAN, ID 83 33 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN WATER DEPARTMENT. SPECIFIED WITHIN 14 DAYS OF FINAL GRADING. 208-336-4900 CONTACT:CLINT DOLSBY, PE CITY OF MERIDIAN STANDARD SPECIFICATIONS AND EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, CONTACT: BOB HOWARD DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE THE SITE SHALL BE TEMPORARILY STABILIZED BY SEEDING, IRRIGATION DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING MULCHING, OR STRAW COVER. CIVIL ENGINEER FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION NAMPA& MERIDIAN IRRIGATION DISTRICT STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS THE WASTEWATER RULES (IDAPA 58.01.16). SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO HORROCKS ENGINEERS 1503 FIRST ST.SOUTH FOR A STOP WORK ORDER UNTIL THE SITUATION IS RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER 6. INSPECT EROSION CONTROL MEASURES AFTER EACH RAIN 2775 W. NAVIGATOR DR.,SUITE 210 NAMPA, ID 83651 AND AT LEAST ONCE A WEEK. MERIDIAN, ID 83642 208-466-7861 RESOLVED. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES RULES (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR 208-895-2520 CONTACT: GREG CURTIS AND POTABLE WATER SERVICES OR POTABLE WATER MAINS WASTEWATER FACILITIES - GREAT LAKES - UPPER CONTACT: ROB SUNDERLAGE, PE SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS (10 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY FIRE NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE STATES STANDARDS), AWWA MANUAL M24 - CHAPTER 24 AS "APPROVED FOR CONSTRUCTION" BY THE CITY OF WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING SURVEYOR MERIDIAN FIRE DISTRICT MERIDIAN ON SITE AT ALL TIMES. INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE TO IN GENERAL CONSTRUCTION NOTE NO. 1. THE SITE. HORROCKS ENGINEERS 33 E. BROADWAY AVE.SUITE 210 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF 2775 W. NAVIGATOR DR.,SUITE 210 MERIDIAN, ID 83642 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE MERIDIAN, ID 83642 208-888-1234 CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE AND LOCAL ORDINANCES THAT APPLY. 208-895-2520 CONTACT:CHEIF PERRY PALMER .CONFERENCE PRIOR TO START OF WORK. RULES IDAPA 58.01.16 CONTACT: FRITZ BROWNELL, PLS ( ) A MINIMUM OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES 58.01.08, "IDAHO RULES FOR PUBLIC DRINKING WATER WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE PUBLIC ROADS 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER SYSTEMS," SUBSECTION 542.07. WHERE IT IS NECESSARY GEOTECHNICAL ENGINEER ACHD WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE INSPECTION. MATERIALS TESTING & INSPECTION 3775 N.ADAM ST. WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY CROSSES A STORM WATER TREATMENT FACILITY (I.E., WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) 2791 S.VICTORY VIEW WAY GARDEN CITY, ID 83714 PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR SEEPAGE BEDS, DRAINAGE SWALES). INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED 10. OPERATOR SHALL BE RESPONSIBLE TO TAKE WHATEVER BOISE, ID 83709 208-387-6100 NOTICE. AND THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE MEANS NECESSARY TO ESTABLISH PERMANENT SOIL 208-376-4748 CONTACT:TIM NICHOLSON 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON STABILIZATION. CONTACT: MONICA SACULLES, PE 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO EACH SIDE OF THE CROSSING EQUAL TO TEN (10) FEET. PRIVATE ROADS 48 HOURS PRIOR TO THE REQUIRED TESTING. THE NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED 11. SEDIMENT SHALL BE REMOVED FROM EROSION CONTROL LANDSCAPE ARCHITECT CITY OF MERIDIAN CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND PARALLEL TO NON-POTABLE WATER MAINS (SANITARY MEASURES BEFORE THEY ARE 25/o FULL. BAER DESIGN GROUP, LLC 33 E. BROADWAY AVE FITTINGS. SEWER, STORM DRAIN AND IRRIGATION) SHALL BE 539 S. FITNESS PLACE,SUITE 120 MERIDIAN, ID 83642 INSTALLED AT LEAST FIVE (5) FEET HORIZONTALLY FROM THE 12. PORTABLE REST ROOM SPILL CONTAINMENT: ALL EAGLE, ID 83616 208-884-5533 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED PORTABLE RESTROOMS SHALL HAVE SPILL TRAYS 208-938-7721 CONTACT:WARREN STEWART, PE MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AND TELEVISION INSPECTION AFTER ALL UNDERGROUND ABOVE THE CLASS A EFFLUENT MAIN AND THREE (3) FEET INSTALLED. CONTACT:GREG BAER AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NOW POWER OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL POTABLE MAIN IS LOCATED BELOW THE CLASS A EFFLUENT 13. LIMITS OF CONSTRUCTION SHALL BE PROPERTY BOUNDARY IDAHO POWER PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT ACCEPTANCE OF THE SEWER. MAIN AS SHOWN. P.O. eox 70 MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN BOISE, ID 83707 GENERAL CONSTRUCTION NOTE NO. 1. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT 208-388-6320 PARTY TESTING FIRM. DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR CONTACT:VIC STEELMAN Uj 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT NATURAL GAS TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; WATER DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL INTERMOUNTAIN GAS (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO SEPARATION SHALL BE MAINTAINED, AND THE CROSSING P.O. BOX 64 PAVING. THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION BOISE, ID 83732 08-377-6863 WATER SYSTEMS IDAPA 58.01.08 " AS WELL AS THE 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 2MISHELE SINGLETON ( ) CONTACT: MISHELE SINGLETON 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL STANDARDS AND SPECIFICATIONS REFERRED TO IN SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WATER AND SEWER CONSTRUCTION SHALL BE BY THE GENERAL CONSTRUCTION NOTE NO. 1. WASTEWATER RULES (IDAPA 58.01.16). PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL TELEPHONE BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE CENTURY LINK CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER 245 S. CAPITOL BLVD Uj THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) - DO NOT DRINK, IN BOTH ENGLISH AND SPANISH. BOISE, ID 83702 WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 208-385 J� CONTACT: MELISSA MENDEZ vSA 0 AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF 10. ANY DEVIATION FROM THE APPROVED PLANS AND EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE z SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH WATER SYSTEM. THE DEVICE MUST BE APPROVED BY THE w APPROVAL IN WRITING PRIOR TO CONSTRUCTION. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), 2 WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN D THE WASTEWATER RULES (IDAPA 58.01.16). THE MOST CURRENT VERSION OF THE LIST OF 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, APPROVED BACKFLOW PREVENTION ASSEMBLIES PUBLISHED U THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL 0 Z ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS CALIFORNIA (USC). REVISIONS STREET LIGHT LOCATIONS FROM THE APPROVED PLANS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE z MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL REV No. SHEET No. DATE OF REV DESCRIPTION 0 0 O INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. _ 12. SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. (, ACTIVITY ARE RESPONSIBILITY OF THE CONTRACTOR AND THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS SUBJECT TO IDAHO STATE STATUE 55-1613 (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). z GRADING & DRAINAGE NOTES Q ~ 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER ., 0 U) PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A ROADWAY z STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, r�E YDTAl1 Lu 0 DRAINAGE SWALES). 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD U RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST CONTINUOUS WATER SERVICE TO ALL EXISTING WATER TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE r--- - MUST BE INTERRUPTED, THE CONTRACTOR SHALL 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC S\pAZ �'yG COORDINATE WITH THE PUBLIC WORKS INSPECTOR. O WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. �(: 5.19.2020 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE 3073 REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT ti ENGINEER CERTIFICATION 'AoQ TF O��O WATER SYSTEMS (IDAPA 58.01.08). IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE IN 5+�� sobrien SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OR PREPARATION.THE ENGINEER DRAINAGE Jun 04 2020 ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY © 2019 ALL RIGHTS RESERVED 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES, LISTED WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THE FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT PROJECT: FOR PERMIT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE ENGINEER'S NOTICE TO CONTRACTOR DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN 5.19.2020 PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES PROJECT SPECIFICATIONS AND STANDARDS OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A DRAWN BY I SICKLES SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR CHECKED BY I SUNDERLAGE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN REVISIONS • CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC,2018 EDITION. ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS.THE • IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC,2017). CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN,AND ALL OTHER LINES NOT OF • PROJECT GEOTECHNICAL REPORT PREPARED BY MTI , FILE NUMBER B170608G AND DATED MAY, 19,2017 RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. NOTE: CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE LEGAL NOTICE TO CONTRACTOR JOBSITE DURING CONSTRUCTION. USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE TO HORROCKS ENGINEERS,AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. 5i GENERAL NOTES Know what's below. Call before you dig. C1002 11 A.10 Q2,26 PM I HI\I2010\I0=1870=1908 BVA Paramount=Urgent Car®\Pr®joet Data\02 CAM2.03 BN@®t FIIWC®n®trnctl®n Drowing&\PLANS\ID=l870=19®8_®2_CBNBBAL NCTBB,dwg SEWER POWER HATCH PATTERNS STANDARD SYMBOLS ABBREVIATIONS EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED A ALGEBRAIC GRADE CHANGE Cushion TBUILDING/PAD ABC AGGREGATE BASE COURSE 9 ss ss UNKNOWN Ss Ss ohp ohp OVERHEAD OHP OHP (\eT) ELECTRICAL MANHOLE . AC ASPHALTIC CEMENT OR CONCRETE Terrell BC BUILDING CORNER 4" ss- 4" ss- 4 INCH 4"SS 4"Ss bei bei UNDERGROUND BEL BEL ! ' , CONCRETE SIDEWALK/FLATWORK BCR BACK OF CURB RETURN 6" ss 6" ss 6 INCH 6"SS 6"SS 2"BEL 2"BEL 2 INCH 2"BEL 2'BEL •. �. BFE BASE FLOOD ELEVATION W W W W W W W W (�f0�) FIBER OPTIC MANHOLE FO BFF BASEMENT FINISH FLOOR ELEVATION 8" ss- 8" ss- 8"SS8"SS 3"BEL 3"BEL3 INCH 3"BEL 3"BEL W W W W W W W W W LANDSCAPE AREAS/GRASS O BLDG BUILDING o" ss o" ss 10 INCH 10"ss 10"ss a"EEL 4"BEL BM BENCHMARK 4 INCH 4"BEL 4"BEL O 12" ss- 1z" ss— 121NCH 1z°ss 1z°ss 6"BEL 6"BEL (�t0 TELEPHONE MANHOLE T BP BEGIN POINT cushingterrell.com HEAVY DUTY PAVEMENT SECTION BV BUTTERFLY VALVE $00.757.9522 6 INCH s"BEL 6"BEL BVC BEGIN VERTICAL CURVE 14" ss— 14" ss— 14 INCH 14"SS 14"SS 8"BEL 8"BEL 8 INCH 8"BEL 8"BEL BVCE BEGIN VERTICAL CURVE ELEVATION 1 15 INCH 15"SS 15"SS 10"EEL 10"BEL LIGHT DUTY PAVEMENT SECTION ("tv�) CABLE TV MANHOLE TV BVCS BEGIN VERTICAL CURVE STATION 5" ss 15" ss 10 INCH 10"BEL 10"BEL BVP BEGIN VERTICAL PROFILE 11oRKocKs 16 INCH 16"SS 16"SS A-1/0 A-1/0 A-1/0 1 PH A 1/0 A-1/0 A-1/0 A-1/0 (PF? ELECTRICAL POWER POLE PP BVW BOTTOM OF VISIBLE WALL II-II 16" ss— 16" ss— — ADA ACCESS RAMP TRUNCATED DOMES r=-1, C&G CURB&GUTTER E N 01 N E E R S 18" ss 18" ss 18 INCH 18"ss 18"ss A-4/0 A-4/0 A-4/0 1 PH A 4/0 A-4/0 A-4/0 A-4/0 II II SIGNAL POLE a CL CENTERLINE - CB CATCH BASIN 24" ss- 24" ss 24 INCH 24"SS 24"SS B-1/0 B-1/0 1 PH B 1/0 B-vo B-vo r GRAVEL I e I ELECTRICAL BOX E CLR CLEAR 30" ss- 30" ss 30 INCH 30"SS 30"SS B-4/0 B-4/0 B-4/0 1 PH B 4/0 —B-4/0 B-4/0 B-4/0 L-J CO CLEANOUT FIBER OPTIC BOX FQ CONC CONCRETE 36" ss 36" ss 36 INCH 36"SS 36"SS c-vo c-1/0 1 PH C 1/0 C-vo C-vo `f�� Cu COPPER 'j-1 JUNCTION BOX JB C.Y. CYCUBICYARD ss SERVICE LATERAL //—Ss C-4/0 C-4/0 1 PH C 4/0 c-4ro C-4/0 [tbL TELEPHONE BOX DIA DIAMETER ABC-4/0 ABC-4/0 3 PH ABC 4/0 ABC-4/0 ABC-4/o tl TELEPHONE PEDESTAL ❑T DIP DUCTILE IRON PIPE DWG DRAWING ABC-750 3 PH ABC 750A ABC-750 LtVL CABLE TV BOX Tv E EAST OR EASTING I EA EACH SEC SEC SECONDARY SEC SEC— _�--(I j- LIGHT POLE �O- EL ELEVATION SL SL SL STREET LIGHT SL SL SL )--C > LIGHT POLE OPT 2 TO EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT LIGHT POLE OPT 3 EP END POINT L—J ESMT EASEMENT T EVC END VERTICAL CURVE (�9�) GAS MANHOLE �'j EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION g' GAS METER © EVP END VERTICAL PROFILE COI EX EXISTING STORM GAS SURFACE FEATURES CLEANOUT CO FF FINISHED FLOOR ELEVATION FE FLANGE END ( S SEWER MANHOLE FG FINISHED GRADE ELEVATION FL FLOW LINE) . EXISTING PROPOSED EXISTING PROPOSED EXISTING/PROPOSED T� FJ FLANGE JOINT 0.. FM FORCE MAIN d sd UNKNOWN SD SD g g UNKNOWN G G —CUT—CUT—CUT— CUT LINE ( ) IRRIGATION MANHOLE I R FPS FEET PER SECOND 4" sd- 4" sd- 4 INCH 4"SD 4"SD g g 1 INCH 1"G 1"G —--FILL—----FILL--— FILL LINE FT FOOT OR FEET L' LIrJ IRRIGATION BOX IR FUT FUTURE s" sd 6" sd 6 INCH 6"SD 6"SD 2" e 2" e 2 INCH 2"G 2"G LOD LOD LIMITS OF DISTURBANCE G GAS LINE l GB GRADE BREAK 8" sd- 8" sd- 8 INCH 8"sD 8"sD 3" e 3" e 3 INCH DITCH 0w WATER MANHOLE . GFF GARAGE FINISHED FLOOR ELEVATION 0" sd 10" sd 10 INCH 10"SD 10"SD 4" g 4" g 4 INCH 4"G 4"G ----GB-----GB-----GB-- GRADE BREAK W GV GATE VALVE WATER METER �w HGL HYDRAULIC GRADE LINE 12" sd— 12" sd— 12 INCH 12"sD 12"sD 6" g 6" g 6INCH 6"G 6"G HWM HIGH WATER MARK HRZ HORIZONTAL FIRE HYDRANT HP HIGH POINT 15" sd- 15" sd— 15 INCH 15"SD 15"SD 8" g 8" g 8 INCH 8"G 8"G —HWM 1YR HIGH WATER MARK-1 YEAR EVENT HWM HIGH WATER MARK 16" sd 16" sd 16 INCH 16"SD 16"SD 12" g 12" g 12 INCH 12"G 12"G —HWM 5YR HIGH WATER MARK-5 YEAR EVENT FIRE HYDRANT OPT 2 TQ ID INSIDE DIAMETER O\ /O IN INCH(ES) 18" sd— 18" sd— 18 INCH 18"sD 18"sD hpq- nP9- HIGH PRESSURE HPG HPG HWM 10YR HIGH WATER MARK-10 YEAR EVENT Y yY Q IRR IRRIGATION (PRESSURIZED)/NON-POTABLE y;,�;J K VERTICAL CURVE COEFFICIENT 24" sd 24" sd 24 INCH za"sD za"sD HwM 25YR HIGH WATER MARK-25 YEAR EVENT GATE VALVE L LENGTH 30" sd- 30" sd- 30 INCH 30"sD 30"sD HWM 50YR HIGH WATER MARK-50 YEAR EVENT IXI GATE VALVE OPT 2 LF LINEAR FEET L/S LANDSCAPE 36" sd— 36" sd— 36 INCH 36"SD 36"SD HWM 100YR HIGH WATER MARK-100 YEAR EVENT T CROSS LP LOW POINT uj az' sd az' sd 42 INCH az"sD az"sD LT LEFT T TEE MAX MAXIMUM 48" sd- 48" sd- 48 INCH 48"sD 48"sD X x x x x FENCE-BARBED MFR MANUFACTURER T 90°BEND � MGD MILLION GALLONS PER DAY 54" sd 54" sd 54 INCH 54"SD 54"SD FENCE-CHAIN LINK T 45°BEND MID MIDDLE O so" sd- so" sd- 60 INCH so°sD so°sD MH MANHOLE FENCE-DECORATIVE T 22.5°BEND MIN MINIMUM 66" sd- 66" sd- 66 INCH 66"SD 66"SD - FENCE-WOOD T 11.25°BEND MJ MECHANICAL JOINT T D 72"SD WALL-BLOCK N NORTH NORTHING, FRICTION FACTOR 72" sd 72" sd 72 INCH 72"S WYE T N/A NOT APPLICABLE Id Id LAND DRAIN LID LD WALL-CONCRETE NTS NOT TO SCALE REDUCER OC ON CENTER WALL-PANEL CAP&PLUG3 OD OUTSIDE DIAMETER Z 3WALL-ROCK OVHP OVERALL HIGH POINT OVLP OVERALL LOW POINT uj (�< STORM DRAIN MANHOLE SD PC POINT OF CURVE PCC POINT OF COMPOUND CURVE R/W RIGHT OF WAY PH PHASE U) WATER COMMUNICATIONS — CENTERLINE(ROAD/ENTITY) AREA DRAIN ROUND PI POINT OF INTERSECTION AREA DRAIN SQUARE ❑® PL PROPERTY LINE z EXISTING PROPOSED EXISTING PROPOSED CURB&GUTTER DROP INLET PRC POINT OF REVERSE CURVE L PT POINT OF TANGENCY W PARCEL LINE PUE PUBLIC UTILITY EASEMENT UNKNOWN w W ctv ctv OVERHEAD CABLE TV CTv CTv CURB INLET ® PVC POLYVINYL CHLORIDE PROPERTY BOUNDARY T PVI POINT OF VERTICAL INTERSECTION 3 4" w 3 w 3/41NCH 3/a��w 3/a��w bets bets UNDERGROUND CABLE TV Bcry Bcry CURB INLET OPT 2 C RATE OF FLOW ----------------- 10'PUBLIC UTILITY&DRAINAGE EASEMENT(P.U.E.) 1 INCH 1"w 1"w R RADIUS T CURB INLET OPT 3 R/W RIGHT OF WAY 0 1-1/2" w -1-1/2" w - 1-1/2 INCH 1-1/2"W 1-112"w fo - fo OVERHEAD FIBER OPTIC Fo Fo PAINT STRIPE-SOLID m w CURB DOUBLE INLET ®® REV REVISION 2" w 2" w 2 INCH z"w z"w bfo bro UNDERGROUNG FIBER OPTIC BFo BFo RT RIGHT PAINT STRIPE-DOUBLE SOLID S SLOPE z 3" w3" w 3INCH 3"W 3"W CURB DOUBLE INLET OPT 2 S SIDEWALK O O O PAINT STRIPE-BROKEN SDID STORM DRAIN = _ 4" w 4" w 4 INCH 4"W 4"W tel - tee OVERHEAD TELEPHONE TEL TEL SDMH STORM DRAIN MANHOLE PAINT STRIPE-BIKE LANE INTERSECTION SD COMBO BOX SD SEC SECTION Q 6" w 6" w 6 INCH 6"W 6"W Mel Mel UNDERGROUND TELEPHONE BTEL BTEL PAINT STRIPE-LANE DROP SPEC SPECIFICATIONS 0 SSMH SANITARY SEWER MANHOLE - D s" w s" w 8 INCH a"w a"w PAINT STRIPE-LANE LINE EXTENSION �o=� o=�� OIL/WATER SS SANITARY SEWER 101NCH 1o"w 1o"w II lo_i I\_' II O :0: Q 10" w 10" w DET DET TRAFFIC SIGNAL-DETECTION CONDUIT L_____- SAND/GREASE S/L STREETLIGHT �--_-� STA STATION - 12" w 12" w 12 INCH 12"w 12"w - - FUT FUT TRAFFIC SIGNAL-FUTURE CONDUIT �_—_7 STD STANDARD 0 o-� o-o o-a 14" w 14" w OIL/WATER 141NCH 1a°w 1a°w I l u n u n u n l l O O O SVE SIGHT VISIBILITY EASEMENT z LTG LTG TRAFFIC SIGNAL-LIGHTING CONDUIT L-! -! -J SAND/GREASE OPT 2 TBM TEMPORARY BENCH MARK 16" w 16" w 16 INCH 16"W 16"w w O PED PED TC TOP OF CONCRETE TRAFFIC SIGNAL-PEDESTRIAN CONDUIT � � 18 INCH 18"w 18"w TBC TOP BACK OF CURB 2 U 18" w 18" w PWR PWR TRAFFIC SIGNAL-POWER SOURCE CONDUIT TEMP TEMPORARY FLARED END LARGE 24" w 24" w 24 INCH 24"W 24"w TA TOP OF ASPHALT SIG SIG TRAFFIC SIGNAL-SIGNAL CONDUIT Tcl TF TOP OF FOOTING 30" w 30" w 30 INCH 30"W 30"W 36" w 36" w 36 INCH 36"W 36"W ® FLARED END SMALL ® TG TOP OF GRATE TRW TOP OF RETAINING WALL SIGN TW TOP OF WALL �51�fIA! 48" w 48" w 48 INCH 48"W 48"W CONSTRUCTION KEYNOTE TAGS • BOLLARD TYP TYPICAL o`�ti�c��srER fy�, 60" w 60" w 60 INCH so"w so"w B H B H UTC UNTREATED BASE COURSE /�`G g 2020�`� �s+� V VELOCITY 72" w 72" w 72 INCH 72"W 72"w BORE HOLE VC VERTICAL CURVE D00 OR D99 DEMO PLAN VRT VERTICAL SERVICE LATERAL WTR WATER G1 OR G9 GRADING PLAN O TEST PIT O W/ WITH 'A��T 3073 Pz, O O oTEOV Q IRRIGATION MISCELLANEOUS o1 OR 35 SITE PLAN TP TP SND�� EXISTING PROPOSED EXISTING PROPOSED 36 OR 50 WATER © 2019 I ALL RIGHTS RESERVED UNKNOWN IRR IRR DEMO R__ OR 65 SEWER FOR PERMIT 1" 'irr 1" 'irr 1 INCH 1"IRR 1"IRR pipe pipe UNKNOWN PIPE OR 80 STORM DRAIN DETAIL REFERENCE 2" irr 2" irr 2 INCH 2"IRR 2"IRR i,l iu1 JOINT UTILITY TRENCH JUT 81 OR 90 IRRIGATION 4" irr- 4" irr 4 INCH 4"IRR 4"IRR — — — toe — — — — toe TOE OF SLOPE --TOE---TOE-- 6" Li IDIAN* 5.19.2020 6" irr 6" irr 6 INCH 6"IRR 6"IRR -top -top -top TOP OF SLOPE — 91 OR 93 CABLE TV NAME �R i4 y� DRAWN BY I SICKLES 8" irr- 8" irr,- 8 INCH 8"IRR 8"IRR > -a -a -> DIRECTIONAL FLOWLINE �► �► �► rx__�DETAIL CHECKED BY I SUNDERLAGE 10" irr- 10" irr 10 INCH 10"IRR 10"IRR EDGE OF PAVEMENT OR 96 TELEPHONE - SCALE: NTS REVISIONS 12" irr 12" irr 12 INCH 12"IRR 12"IRR --- --- --- --- --- --- - GUARDRAIL 97 OR 99 GAS 18" irr,- 18" irr,-- 18 INCH -18"irr---18"irr- RAILROAD TRACKS 00 OR 00 POWER 24" irr 24" irr 24 INCH -24"irr---24"irr- 4000 CONTOUR-MAJOR 4000 30" irr- 30" irr- 30 INCH -30"irr---30"irr- - - - - - -4002- - - - - CONTOUR-MINOR 4002 A OR Z MISCELLANEOUS MATCHLINE STA. XX+XX.XX SEE SHEET PP-XX 36" irr- 36" irr- 36 INCH -36"irr---36"irr- SERVICE LATERAL sobrien Jun 04 2020 LEGEND C1003 I:MAO 0212 PM I H'1201%ID-1870-1906 NVA Paramourit-Urprit 0sr@Wroj@6t DWsW2 CAD%2.03 9h@@1 Pit§�C®ngtruug0n DrawingsVILAANMID-1870.1008 LE END:dwg I I R R 0 5 I ing2581.13 i QC-N1/4S252INAC 2 Terrell o �n� 4 -FO FO FO FO FO FO FO FO FO FO FO FO FO F O O FO F O FO O FO FO FO O f�0 FO FO F FO FO- �' I N E cushingterrell.com I 800.757.9522 - ' _� -_- - - - - - _ _I US HIGHWAY 20/26 I o 20' ao' - --SS--FO - _ _ _ I SCALE:1"=20' - - - �F - FCL _ _ - - - - - - _ ___ HORROCKS FO FO , - - - - - - - - - - - - - - - - - - - - - - - - - F-,- II'll --��-�sO- ss ss ss ss ss ss= _ ❑� _ - - -_ - - _ ss ss ss ss ss ss�- ss E N Ci L N P £ 12 S / FO FO FO FO FZS- '-F@ �O-ter FO - PUSt� FQs FQ=C' s§� - � }fp S� cirr P01 _ ___� - - � - - - - - - - - - - - -F=O --_ - - POD rC��vovFo SIG �``/ - - - - - - - - - _ _- - - - - - - - - - - l \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FA �tt;Frl SIB FO FO FO FO ss FO ss FO ss FC --- P12 - - - - - - - - - - - - - - - - - -_= P72 -___- - - - - - - - - - - - P12 - btel --- - btel - _ \ / btel/- -- btel ---- btel -- - - _ - - - - - - - \ \ , I I -F irr I irr irr _ -irr �-irr btel -irr - 6te�rr irr ate!- rr--gt@F n:---yrt rr� -irr -I-� 8 ' / / ` \ I I - btel ---- btel - \ 6te�-- �1- - btel - -- btel -__= btet =--- btel ---- �=- btel\F -- - btel rr- _irr �;r ;rr �,rr �� ;rr� btel _ _ rr ;rr DEMOLITION KEY NOTES: P07 - _ -- _ _ - btel / /\\ FXISTING TF AFFIC SI NAL \ T P07 - \ III I / - i P07 - - - - P07 - / ®\ \� \ / \ \ bel 0 0 \/ I \ Dot EXISTING TREE (TO BE REMOVED) P07 _- V i L J bel ® fl� e I` ° ` I e: Doe EXISTING SIDEWALK (TO BE REMOVED) III L bet �/�/� �G SIG SI SIG SIG r ,_ - _ _ \ �i _ � \/ be, a \ I I L-J Doi EXISTING GRASS (TO BE REMOVED) I UbJ 2 Al O N M �- - - - - - - - - /III \\ = el -I�� o/%III\� `j� � -Sri \ _ 1r "1 I - S�Pr r m 00 co m o� ///Ih ll1\\ /\\�\� i Q// II \\� o/ /III�\\� /// \\� rr h �// I H°\ 111\ P07 j N N N N N III\\ \III � POS 11 ■ I N 6 .f) \\\ -6r - - - - � / \� \ \ I I I v I�/ � v P09 2585 --, _ �� 5 \� Ij/�/: ��; ® � oi\ M �N 11 I PROTECTION KEY NOTES: `L vv\�1 I1///r -2 0 ,\ %; rr VA I /� w �o f // V P07 =� 3 v� n �An ® <b EXISTING SANITARY SEWER MANHOLE (PROTECT IN PLACE) -P - P - P� I_ P - - - _ - _ _ - - - © a a o \ a \ /= Imo,j � I Poe EXISTING 8" SANITARY SEWER STUB (PROTECT IN PLACE) �P - �P\ eP Q - 7 P - R�Q P® - P - P_ - - -- - -P P \\ III \ P _ = -- - - - _ - , - - - - - - - - - _ - - - - _ - - - - - - ` ® I / / / / III� \y P10 I I Poi EXISTING IRRIGATION LINE (PROTECT IN PLACE) -22, \ /j= 12579.27 _ - - - - - - - - - - - - - - - - _ _ 2583 ' _ _ _ - - - - - - C3L V VA II III///�a CP-FND 58 RPC FLSI CONTROL _ - - - - _ ` \ EXISTING GAS LINE (PROTECT IN PLACE) - - - - - - - - - - - - - - - - - - - - - - - - - - P07 �%/ice I �T e i PO4 (P E) \ \ - - - - - - 2582 , ,\ ,\\III / \�� I °e Pos EXISTING ELECTRICAL JUNCTION BOX PROTECT IN PLACE T 1 \ - - - - - - - - - - - - - - _/ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - .\ \\\// e / I® ( ) I / �•\ T T - _ _ T - T - T - T - T ` _ T _ 23 T ®\ �� I EXISTING WATER LINE (PROTECT IN PLACE) - �T T T _/ I I P06 P03 ` \\ - - 2581 - _ _ _ - i/ .92 CP9SPIKE Pos I Po7 EXISTING TREE PROTECT IN PLACE ( ) P07 1 / II 25ao- - _ _ _ _ _ _ _ ,� \\ "�\ I ='a' I Pos EXISTING SIDEWALK (PROTECT IN PLACE) �r ®®eJ Illii eJ Po9 EXISTING IRRIGATION BOX (PROTECT IN PLACE) I �1 ® I Ii I N P10 EXISTING BURIED ELECTRIC (PROTECT IN PLACE) O 2577.83 25�9- m m c� CP-58 PPC HORROCKS CONTROL 1 1 �� I P11 EXISTING OVERHEAD POWER (PROTECT IN PLACE) A2 ' I `\ I P05 r 25 II P12 EXISTING SIGN (PROTECT IN PLACE) O 25i7.97 \ t I I'o CP-SPIKE \ 07 \\\\III ///// - RWC858 YPC ENG NW PLS 7880 P "\\ �II/ ��_I I I I 1 I I i e I ell I v t L_J ULI I P70 SHEET NOTES: / v 1 1 24 r, \ v v I rn 2580.43 A ' ` a III RWC-58NO CAP I 1. CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & . ,vvvIII //a� - I \ P07 \\\I/% � \ I ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. H 2. ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE Poi130I REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL Z RWC,58NOCAP REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS SET FORTH IN PROJECT GEOTECHNICAL REPORT DATED 5/19/2017. W o ♦ i I \ \/ i it II I 3. CONTOURS ARE SHOWN AT V INTERVALS. U) 0 vv I I1 o II z \ I ® \ {� o A P07 a A " Uj \�I II /// I` \\Ii ,�/I o II SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED (� I \\ I Pos / ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE o I 'II II O Z I II i OF IDAHO. IT IS THE OWNERS RESPONSIBILITY TO CONSTRUCT ALL Q a Q 1 o STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID ,e SURVEY. z M Po7 I O `S P1 Z O O ;I BENCHMARK: o U PO4 I O CP#1 � ELEV: 2577.83' z (� I , II Q I N: 728011.41' - I E: 2451667.04' O z SET: 5/8 REBAR WITH PLASTIC CAP Q "HORROCKS CONTROL" LLI O a. \ � LL \ - D01 I I I vvV1111IP/I III I P02I I SURVEY CONTROL LEGEND: - Tj ° 3 Doi\\ REBAR - SET OR FOUND AS NOTED i II r , F / �(( ��u�ER� PP Dot 11 j SS I\J SS CONTROL POINT - SET OR FOUND AS NOTED 5.19.2020 v wvv� Isla/ III I CP CONTROL POINT ° I P01 3 ffi �' 13073 LL RWC REBAR WITH CAP z I P05 ° �I�\,\\\ \ n I I I ` PPC PINK PLASTIC CAPJill �O� S�OF II\\ YPC YELLOW PLASTIC CAP ND v i - I ° I Pos RPC RED PLASTIC CAP LjY - a l ° r / �" © 2019 ALL RIGHTS RESERVED Pos I l r I QC QUARTER CORNER 00 P09 21 \\ FUTURE ROAD WIDENING AC ASPHALT CONCRETE Po9 9Y oTHEs FOR PERMIT rn I �1- � I 1" v SURVEY CONTROL POINTS Dot l�I `vv a I I 1 1 I I 5.19.2020 L _ I / I° I Point# Northing Easting Elevation Description DRAWN BY I SICKLES P07 wv\�III'I�/r/� I I I I I 3 (s�) CHECKED BY I SUNDERLAGE 1 1 \ D03 I I 1° I 1 I o 2578.11 `J 1 728011.41 2451667.04 2577.83 CP - 58 PPC HORROCKS CONTROL REVISIONS CP-SCRIBED X I I PO4 I 2 727998.96 2451668.20 2577.97 CP - SPIKE (I II I 3 727785.79 2452103.19 2578.11 CP - SCRIBED X I / Pos ~ 4 728089.06 2452124.43 2582.30 CP - SCRIBED X I \ I I P07 „IIIII�/V I o //G T \I// P10 I i°I I II 5 728156.94 2451709.35 2581.13 QC - N 1/4 S 25 2 IN AC f 22 728049.66 2451728.25 2579.27 CP - FND 58 RPC FLSI CONTROL 2578.31 I II I, \ RWC-58 YPC THRU ILLEGIBLE ® I 1 o Ill - , 23 728031.99 2451976.11 2579.92 CP - SPIKE P07 �`vVIII'I�/\ v I II \4 " 24 727967.52 2452042.69 2580.43 RWC - 58 NO CAP %��, a I I \ OVERALL EXISTING & 25 727997.88 2452031.51 2580.80 RWC - 58 YPC ENG NW PLS 7880 P09 (\ ) DEMOLITION PLAN 26 727753.36 2452045.80 2578.31 RWC - 58 YPC THRU ILLEGIBLE N I e\ a y\ I 30 727953.93 2452047.63 2580.16 RWC - 58 NO CAP � I I =m6 CE001 11.AdA9 078 PM I H:M 19\ID-1870-1908 BVA Paramount-Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_04_EXISTING.dwg MATCH LINE SEE SHEET CE002 MATCH LINE SEE SHEET CE001 �I `v %I P10 0 Cushl n L-J \ / I Terrell I I I \ I P07 PO4 V LL �'7 tn� NJ 45 I I N S CUShingterreII.001'11 z1 i e� P10 \ o\� 0 20' ao' 800.757.9522 � - v N // O 2576.46 / m 6 r v \ \ \ / CP-SPIKE t \ ` m\\ \ SCALE:1"=20' HORROCKS 2577 I S N G L N N E S It S co P01 I \ DEMOLITION KEY NOTES: /tom ,P/ vv ° ° v�v �� (�sx) �01 EXISTING TREE (TO BE REMOVED) I T� Vv O 6r \ \ 6 -1 �T� _T_ T '--1 - T - T - T - -T_ - �T� �T� - T }� P, m EXISTING SIDEWALK (TO BE REMOVED) `' ' 'I ;/ `v 257 �03 EXISTING GRASS (TO BE REMOVED) m \`\�\ RWC958YPCENGNWPLS7 r PROTECTION KEY NOTES: � 11 � _ A /// \vAA \ I� �i P I- P - P I-- - P - P J- - P - P P P \ \ I I \\\\//% \ \ \ Po1 EXISTING SANITARY SEWER MANHOLE (PROTECT IN PLACE) �V % irl�ll1\\\\� Po2 EXISTING 8" SANITARY SEWER STUB (PROTECT IN PLACE) N I /% Po7 Poi EXISTING IRRIGATION LINE (PROTECT IN PLACE) _ _ - - - - -, Tj/-lV��; v Poa EXISTING GAS LINE (PROTECT IN PLACE) EXISTING ELECTRICAL JUNCTION BOX (PROTECT IN PLACE) EXISTING WATER LINE (PROTECT IN PLACE) P06 //IIIIIIvv,vv m Po7 EXISTING TREE (PROTECT IN PLACE) - - - - - ® III N _�\III Pos EXISTING SIDEWALK (PROTECT IN PLACE) - - _ - - - - - - - - - - - - - - - - �' \ % /Ili P09 EXISTING IRRIGATION BOX (PROTECT IN PLACE) ' ' / P03 _ _ - - , - ///III P10 EXISTING BURIED ELECTRIC (PROTECT IN PLACE) I / 'Jb, I � I -irr---irr-\/-. irr---irr- P11 EXISTING OVERHEAD POWER (PROTECT IN PLACE) 2579� �' � - - J / --irr- -irr- \ 1 L -irr- - '-' EXISTING SIGN (PROTECT IN PLACE) - 1 - - - - - - - - - - - - - 1I/ ' I - - - -\\'�`\\ill /� ��\\\III/%�/� 1111 - - - - - - - - - - - - - - - - - - - - - - - - - - - -\�Illll�r/� - -irr---irr---irr -irr-- \ ` - - - \\ I�/�j III \\//�% \\\ II//// \\1111 �� - - - - - - - - - - - - - - - - - - - - 1� � l/ice III �y/� - - - - - - - - - - i �\ \\\//�% III III LU l\ \ - - \\\\\I II//// \\\\\I \\1111 - - - - - - - \\ III -irr- I �� / II I I/// - - III/ ��\III _ = % �� 1 /,- - _- - - - - - //%,��;=\\\//%; �= / -� _ r - - �i� l/ice - _,i�',jl��\� �� WAR \� ,� �, of \\\ //� \\� O/� �//% \\ i/II //III //� _ / II\\� l\ 17 - - - 37 ///IIIIII\\\\ \ ///IIIIII\\"\\ I \\\ 3s ///IIIIII `\\ '/j� II\\ 2578.59 2577.55 III\\ 2577.77 \�� \' %/ %/ \ I RWC-58YPCENG NW PLS7880 II / �II \\ IIIIII\�\\ ///\\\ ` \ \` \\\//"� '��\� �4 SHEET NOTES _ _ _ _ //IIII\\ /�%III\\�' -��II - '� IIII - V RWC-12 YPC THRU ILLEGIBLE RWC-12 YPC ENG NW PLS 7880 \\ / /III 2577.62_ 1. CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & ' III I o I RWC-12 YPC ENG NW PLS 7880 /II III\�\ ' ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. H - I � 2. ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE N REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL Z REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS SET FORTH IN PROJECT GEOTECHNICAL REPORT DATED 5/19/2017. Uj 3. CONTOURS ARE SHOWN AT V INTERVALS. z w SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED 0 ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE O z OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL Q STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID M SURVEY. z 00 Q BENCHMARK: Q U o � CP#1 Z ELEV: 2577.83' Q N: 728011.41' E: 2451667.04' 0_ z SET: 5/8" REBAR WITH PLASTIC CAP Q "HORROCKS CONTROL" 0 SURVEY CONTROL LEGEND: S�OAIA t �N REBAR - SET OR FOUND AS NOTED o4�5 ��sTER CONTROL POINT - SET OR FOUND AS NOTED 5.19.2020�� CP CONTROL POINT RWC REBAR WITH CAP � 13073 z PPC PINK PLASTIC CAP rF C)F\oPPC� YPC YELLOW PLASTIC CAP SUNDER RPC RED PLASTIC CAP QC QUARTER CORNER © 2019 ALL RIGHTS RESERVED AC ASPHALT CONCRETE FOR PERMIT SURVEY CONTROL POINTS 5.19.2020 Point# Northing Easting Elevation Description DRAWN BY I SICKLES CHECKED BY I SUNDERLAGE 1 728011.41 2451667.04 2577.83 CP - 58 PPC HORROCKS CONTROL REVISIONS 2 727998.96 2451668.20 2577.97 CP - SPIKE 3 727785.79 2452103.19 2578.11 CP - SCRIBED X 4 728089.06 2452124.43 2582.30 CP - SCRIBED X 5 728156.94 2451709.35 2581.13 QC - N 1/4 S 25 2 IN AC 22 728049.66 2451728.25 2579.27 CP - FND 58 RPC FLSI CONTROL 23 728031.99 2451976.11 2579.92 CP - SPIKE 24 727967.52 2452042.69 2580.43 RWC - 58 NO CAP 25 727997.88 2452031.51 2580.80 RWC - 58 YPC ENG NW PLS 7880 OVERALL EXISTING & DEMOLITION PLAN 26 727753.36 2452045.80 2578.31 RWC - 58 YPC THRU ILLEGIBLE 30 727953.93 2452047.63 2580.16 RWC - 58 NO CAP CE002 11.19A9 01:H8 PM I 1A:\12019\ID-1870-1908 BVA Paramount-Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_04_EXISTING.dwg i � I I I Ogxoc� Cus in�og cn FO FO FO FO FO FO I FO I I'll II'I Terrel FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO i FO FO FO F� FO FO FO FO FO FO FO FO FO FO FO FO �, N � I cushingterrell.com - - , - - - - _ F— rn --es FD—ss FO F — — — — — — — — — — — — — — — — -,— �0 ss —sly - - - - - - - FO FO \ / — -`t_T — SIG s— -SIG ss- — sc=_ ss ss ss ss ss ,�Fn ss ss ss s FO FO FO FA v �o S,�FO FO FO Fbs F�§ F� �� (� s�� FO FO F F `�- O 30 60 H��•757.9522 - - - - - - - - - -- \ 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m (/\) --- btel ---- btel - -—— _ __ COMMONLOT1 - - - - - - - - - — �; _ I ` btel ---- btel - btel ---- ' btel ———— "all I ——— btel ——— SCALE 1 30 btel \ btel — —— btel — — btel ———— btel ———— (FUTURE ROW _ - ^ \\ — —---- btel — — btel — _ I Irr Irr Irr btel irr Ir�tel— irr—bte�r� _ irr irr irr irr irr ® \ btel ——— \\ ® ———— btel ———— btel btel b irr ———y}�t IF —irr— "rr irr— irr— irr— irr— irr— irr— irr— irr— —irr— irr— irr irr— HQRRD�KS AREA:9,719 Sr � btel ____ 7 \ I I (0.22 ACRES) ® � = I,_ l \\ I —II-II _ E N 6 IN E E R S IllsVvq 111 11//r, A / _ \ ee dIst! SIG el — - �- SI / Iv, ! be lr e Ilq��o\ /r/IIII�1)°\ I I Ih ////�D\ III �IIgI��\lull/ti� ® ® m I o 0I _ � ice// \��\\ p � y ® ® ® sir \� ® \ ® ® ® = ig/,l o w w , ✓ 1 w '� �T .ram 1 \ p� \\III �% \�� ✓L I\�� —� —w �,.- — i i .� ,I— — 1,09 /�� o/III II�� ® \\I 711111 1 w I W1 ® ➢ —T- - -T- - -T- - -T- - T T— — T — T _ —T— ®® T T T - -T- - -T- - T - T 00 1 I � LOT 2 w I I I AREA:23,651 SIF (0.54 ACRES) I m�e II 1,eJ 01 e ® Ir I it r- 1 ICI l I e 1 I I I Le, � I I � � � � 0 0 Li 'it jlllA�\� I I I � III . . . w l WORK BYlp I _ \ O OTHERS v �v \ -n I \ v a,llll// 0 III, 1 I I I URGENT CARE PACKAGE II;Iv� I Irr;, ZI I I � I II I I z ®® I Z lal I I oLU I � - LU ~ % a l T° W > 00 Ibll v0 II I U � � I I ® I I l 5 I I I � o\\\Ihl ri I o w a I I I �\\\\�I/�% O '� W 1 URGENT CARE l EXISTING PARCEL 2 FYI al PACKAGE J AREA:47,137 SIF / I' II w w w w w w I I (1.08 ACRES) 3 �IIII% I N O I nM ~ ~ O l I O I / II N o O LOD I O ILL o l I l J 40-1 Q01 Z ss L\s ss ° IN V I I � _ / _ I l LL I I WORK BY "_� �� — _ �� — I Z OTHERS —' —� I 3 a)I + w OL - a ✓ m - w w w m - 3 , -- F I LOT 3 I l I I _ Io AREA:30,944 SIF COD (0.71 ACRES) I I l I I s -- / - I I I I I I O II I I I o —� WORK BY I I o--� I O O L r O I I I s OTHERS \\III/& I oIlCD QU z LL I I I I I l I COMMON LOT 5 I l I I I ut \ / Q � J IMPROVEMENTS � p AREA:36,583 SF \I/ I I nee Q (0.84 ACRES) 0 ` 0 I I/ rlltl\DO 0 / 3 \ \ ` °` \ 1�f1A1 FAI r I s \\� \ ky'� G S T WORK BY o ER o II / I -� _ \ ea ti F OTHERS I l I I y (l \ \ 5.19.2020 ®/\ ' 1D73 � LOT 4 l , 3 - - AREA:15,701 SFOF (0.36 ACRES) © 2019 ALL RIGHTS RESERVED — — —T- — T — — _ T — T W T� —I — /�� -�� W \\ \ FOR PERMIT T T T - T - T \ \s //� ® ® ® \\ \ \ _ \ s \ \\ \ �'� — �� mil \II I/ \D\\ \ \ \ \ \ 5.19.2020 LOD LOD SICKLES CHECKED DRAWN BY IY I SUN ERLAGE REVISIONS //IIIII II I COMMON LOT 6Ell- . \ AREA:29,172 SF (0.67 ACRES u_1 ) \9 1 it I \ o —irr—— \\\\II IIIIII/// \�Q\111gI/r7�\ � �y \�Q\1II�II//i� f'11\\per �\ I//� _ WI I//G �\11111//g \ I / ( I / \ p \I p/- 010� = u \ \��\\\li= y\li�_ /\ \li� i oallll/r, = —irr---irr �//\� Iblll\\ -` \//� l �a \ I /i \\\\I �/ 0111q//G \\l l� \\1011 Q11111//h -irr- \�\ \ v /jl\0\ / / - -- / \ \\II�j: =\li/% \\Z \ II / _ `\ 1 i \ 1 / ob; \ / \ _ �y�1\\ Ihu1 \ I\\\\ �\\\ / / \\ \�,-------x- �yl\\\ //l II\�\� /y \ Ihu� _ i/, n1 \ _\\ i %�l\ \ II�� h _///7III \\ ///III I\\b I I\DO\ /� \\\� %Ibll'\\\ %�0 \\� �r/ I\\\ \\ Z IIgP\ /�� \__f"42, - \ I // __ p4\\ III// �\�III \ s --irrI II bll 11�� /r�lil\\ /rglhu�� %� \\\� ��//I\� %f/\Z p�III\� —� !yy\o\plG %\\! ��\\\I/,%f y�\\ G, - 911 \ �� //o \ \ \ —irr- --- 6"pl --- 6" l ---- 6" — — " i ---- --- " --- " ' %r/II \ I11�� \ \/� � �\ II' 9 OVERALL SITE PLAN 1 1 P P 6"pi 6'"pi 6 pI 6 I ---- 6" I _ 111 Iblll\\ ,// \ ///,II11\\ j\/I , \\ \\/�/� \q�lhllrr \ \ \ -irr- P P 6"pi ---- 6"pi --__ � I\6"pi __ 6 pi 6 PI ---- "pi \\Iglu/n 0 \ 6„pi ® y�/�-\ \9cs000 o NOTES: IS2 I R R o c 1. DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE. I � � Cushing ol 2. ALL RADII ON FACE OF CURB IN PARKING AREA ARE 3' UNLESS Terrell OTHERWISE NOTED. FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO O FQ FO FO FO FO FO e II 1 3. JOINTS AND CONSTRUCTION OF CONCRETE AREAS SHALL BE PER 20/26 HWY US B_ / 1 �C I � E4 ISPWC SD-714, SD-714A, SD-714B. B N FO F FO - - - - - _ -- - _ _ _ I 4. JOINT PATTERNS PER ISPWC ARE A MINIMUM STANDARD SEE cushingterrell.com _ N LANDSCAPE ARCHITECT PLANS FOR ADDITIONAL DETAILING. 800.757.9522 s �/ ss ss T ss - ems-----z - ss- - ss rQ-I ss SIEr�--�sS{G - - - „ sgt� ss$t T - - - - _ s s - s�� rn qqIO- ss s^ ss8 ss ss ss T ss ss ss ss - / t FO FO FO FO - -FO - - - - F6 - FQ - - _ _ FO FO- - - - FO I� F6 FDA � O- PLO a? aFO�K3 FO FO FO FO FO FO FO FO O 2O' 4O' - - __ _ / o - - - - - - - - - - - - - - - - - - - - 5. ADA RAMPS SHALL INCLUDE TRUNCATED DOMES PER STANDARD - - - - - - - - - - -- -- _ _ _ _ _ - -____ 1 \�� SCALE:1"=20' ISPWC DETAILS AND SHALL EXTEND THE LENGTH OF RAMP OPENING. T - - - - - - - - - - - - - - =T - - I I J T 14ORROCKS COMMON LOT 1 �J �INII - btel btel ---- btel btel __ - 6. PARKING LOT STRIPING AS SHOWN SHALL MEET CITY OF MERIDIAN E N G > N lE E >t S a I Irr Irr - btel 1rr - btelrr--T irr bte� ---irr- btel -�- bt21 irr(FUTU REi QW)- irr- -irr- irr irr ,& i / \�irr/ I irr I _ - i�-- irbtel -irr btel -irr L - -irr -irr - ,m r� 6reT =rr= irr- T SPACING REQUIREMENTS AND LOCATION OF SPACES AS SHOWN _ btel� COMMON LOT 1 e�---- btel --- _-- btel g btel - --- btel ---- btel btel I (FUTURE ROW) ° r , i e I t C AREA:9,719 SF I r be/ �- \\IIIII/// (0.22 ACRES) LTJ I - - -I �el --- r-� �° �eJ` GL PARKING ANALYSIS BUILDING ANALYSIS - _ 4�-, �AV\l/ �////V�� be/ T / J �G �T SIG SI SIG SIG J - 7 TT/ \ \lj%T _ I /T \�\\l/T bel _ €� ® e� I L J BUILDING AREA 5376 SF BUILDING AREA TOTAL 5376 SF b' -i Ir /�\I�I T�\AAT T�� ///I 0 - 9 :;_, Ifl �ii''II %� \E / /\ �% /\ �� c �ulT 1 SIDE///4 C1 Y OTHERS.FINAL SIDEWALK TT /II\\T�� /T\II\T\ /\\IIT�\ I \ Re I I _ I�\ // \\ 0 % REQUIRED STALLS 11 BUILDING TYPE IBC GRADES SHALL BE PROVIDED PRIOR TO �//IIIII\V�\ N /IIIII, /IIIII` ® �\IIIII/ cB /T III\T\ IIII�/ 8 t3 a I� N (IBC) EARTHWORK AND LANDSCAPE FINISHING I T I �j� \�\II I\\�/ e3 ® r I I T I \ tr B I I PROVIDED STALLS 101 NOTES: I I . M I I ° I T \\II/�TT'ij4�\ \\\III �T� // \� \ , HANDICAP STALLS REQUIRED* 1 BUILDING TYPE TO BE VERIFIED WITH \ �T\/II\ T��\//%� ® � /II\ II c/ ��\ // I I I III l - ° ARCHITECTURAL PLANS,ARCHITECTURAL PLANS ° a I i/�� i/l I \ ca //III I1�0\ �II T�� _��\\ ,e� I HANDICAP STALLS PROVIDED" 6 I ch w q \ I � @\ GS b -1 �� 9 / 8 C3 ��rn - -p� �� - - II \ / \I\ III j\ \� I N TO SUPERCEDE. in w w �� -- p� �� .I p NOTES: PER ADA REQUIREMENTS BUILDING COORDINATE TABLE INCLUDES 3 VAN ACCESSIBLE STALLS I 719L �T RT �S} -T w F r`��1��`J `�„y INTERSECTION A-1 728046.60 2451832.45 -1 -+7 -� T=� T - T - T - T T - T - 08 [}-T - T - T - T - T - T - - ® o o T T-�/�i`/IIIv�� T� e PROPOSED BUILDING I � � Q I ae I I ° l A-4 728047.64 2451722.45 G 5376 SF M I ° 1 Fe1 e C-1 727996.10 2451831.97 o � ® � J I I L_J 8.9' 5.2' 110, 5' 15.8' I ~° Q 1 e I C-4 727997.14 2451721.97 I / QQ I II Lq ° °' 08 a it it CONSTRUCTION KEYNOTES 05 04 02.a 02 16 --Q I EXISTING PARCEL 2 \�1I'II///� I I °I I INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET CS003 FOR TYPICAL 12.6' rn I I 01 92.s' 8 N - 14.9' 15.8' AREA:47,137 SF \//,' e I e PAVEMENT SECTIONS. o a a a 1 _f 02 6.5' 9' 6.5' Q I (1.08ACRES) I T //\\T �_J �11 / \II I I 10 F Og J I \ ' Of I 02 INSTALL CONCRETE SIDEWALK(ISPWC SD-709) 03TAf � I - - 20.6' 9.5' 13 90' 1 o 12 09 24_8 QO1 I I 03 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC uj As - _ - - - I I � 0 SD-712, SD-712C, & SD-712G, MIDBLOCK) I ��,v O o7 I oa HANDICAP PARKING SIGN a 13 �, I J N ~ \\�I/T I O I 01 ' ■ I % I 0 D �/ \\ 01 0 LOT 2 N e I I I // /IIIII\\ \ all o5 HANDICAP PARKING SIGN -VAN ACCESSIBLE AREA:23,651 SIF (0.54 ACRES) a I I I I F I I os 6" VERTICAL CURB AND GUTTER (ISPWC SD-701) 12 I I o 06Lu os °' 12 13 T I I I a®c I 07 FUTURE BUILDING PACKAGE (BY OTHERS, FOR REFERENCE ONLY) "\III II//TI I I U) 19, 25' 8.5' N 06 63' 8.5' 28' FT�TV\I/ I o 09 09 I I I 14 I T\/II\\TT os LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS w I; 1 A I I I d T I 09 INSTALL LIGHT DUTY ASPHALT PAVEMENT, SEE SHEET CS003 FOR 12 I ° II CONCRETE PAVEMENT SECTION 0 ° d FUTURE IMPROVEMENTS I "\1111I %� h 70 INSTALL ONE (1) BICYCLE PARKING STALL WITH TWO (2) INVERTED U RACKS, 0 _�T\III/ T I II O SEE SHEET CS003 FOR DETAIL (CONCRETE LIGHT DUTY SECTION) 0 7.4' 12' 10 = ° °s 17a s� 16 07 N i I I I T�/IIII 1\\\\ II II 11 MATCH EXISTING TOP BACK OF CURB T00 _ O y 32\IIIIII///� II o I CIO � � � � � � � � I � I i I , \\\IIII I _I � \\\//T= I I I I �w� 12 PLACE 4-INCH WHITE PAINT STRIPING Z L� 09T 1z d I G \ //Ili�T11 II Q w- 6 MODIFIED REVERSE SLOPE CURB & GUTTER, SEE SHEET CS003 FOR 0_ " " „ N w � w 34.6' 81, 16.8' 28' Q / a LL I 13 DETAIL N z - - L.f_ to I oo11 I w0 a LOD I J I FRONTAGE IMPROVEMENTS FOR FOX RUN G CU 0 I LOD I I o I ARE BY OTHERS.CONTRACTOR SHALL COORDINATE WITH OTHERS FOR CONNECTION TO FUTURE IMPROVEMENTS. L �./ 06 ENSURE THAT GRADES AT TIE IN POINTS L D �- 40� QO� a 40� O a6TT O ARE COORDINATED.ANY DISCREPANCEY 14 INSTALL TEMPORARY 2 ASPHALT CURB IF CURRENT CONSTRUCTION PRIOR 18 T I I I F I SHALL BE EER.TEMPOTHEATTNDITI ATTENTION OF TO FUTURE IMPROVEMENT CONSTRUCTION. I a / a se THE ENGINEER.TEMPORARY CONDITIONS _ Q2 14 13 �� MAY BE REQUIRED.CONTRACTOR SHALL Epp �� E O ASSUME THAT A SAW CUT ALONG FOX RUN ASPHALT IS NEEDED FOR CLEAN TIE IN r M I WITH DRIVEWAY APPROACH T INSTALL HEAVY DUTY CONCRETE ASPHALT PAVEMENT, SEE SHEET CS003 S1�f1A1 FUTURE IMPROVEMENTS I - - - - - - - - - - - - - - - - - - - - _ - _ - e - ° I i j�, FOR TYPICAL PAVEMENT SECTIONS. �,k�'�GI57ER��y�� 15 � I B - 09 Q 5.19.2020 6 06 I II REINFORCEMENT IN DUMPSTER PAD TO EXTEND 10' MINIMUM BEYOND FACE OF ENCLOSURE. SEE DETAIL CS003 `s'� 13073 o� TO T I o I j I ��TE Q F 1p TPO�Ii ii6i I T 5U E� PROPOSED TRASH ENCLOSURE BY OTHERS, REFER TO ARCHITECTURAL NO 132.4' Op I a �gR O I 77 06 3 PLANS. I I I I LL � I LL I © 2019 ALL RIGHTS RESERVED y I NI In 1s 4' CUT IN TEMPORARY ASPHALT CURB �� 02 ° Q II I 3 I FOR PERMIT LOT 3 I � �, �, �� ° I AREA:30,944 SF I I 13 T `50 I° 03 I 09 L- - (0.71 ACRES) N I I I 3, 07 Lo p c O I III\ /� I �� I MISCELLANEOUS KEYNOTES 3 5.19.2020 1 I DRAWN BY I SICKLES 107.8 5.5 19 i 8' I 19' 19' 25' 19' 5.5' -I 52.T 10.4' /\/15.5' I I I A PROPERTY BOUNDARY CHECKED BY I SUNDERLAGE I r//�IIIII� "1 N I REVISIONS 12 FUT RE IMPROVEMENTS I 11 I _ _ 1 z I I <' e 1 0 I T 13 I \\IIIII& 1 °I cy B EXISTING RIGHT OF WAY - - o I I I 1 = �\//� I I I \ 06 I I o I 09 O i £ o1 I J i�IIIlI1��` FUTURE RIGHT OF WAY 03 07 F I -n \� 00 LOT 5 I ,IIIII I / PUBLIC UTILITY EASEMENT r I I I AREA:36,583 SF a I I o (0.84 ACRES) net p I Q ~ % r 1I �� I o2 os� A I L O G / \ e INGRESS-EGRESS EASEMENT I 12 a I 0e\ \ A J_ I I I 09 SITE PLAN 1 PERMANENT EASEMENT I � � I.r TEMPORARY EASEMENT �p = csooi MATCH LINE SEE SHEET CS002 MATCH LINE SEE SHEET CS001 MEW mm a I��A\vvv �LIN j R 0 C • 12 \ ` �e -J p NOTES: A Cushing\\�II'I r \ \ 1. DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE. FUTURE IMPROVEMENTS I I i s° LOT 5 � > ��1 T\ \\ III II I AREA:36,583 SF _ r 101 I N (0.84 ACRES) � Z/1, 2. ALL RADII ON FACE OF CURB IN PARKING AREA ARE 3' UNLESS errell p co 1 I v OTHERWISE NOTED. � 13 r> i r//�II � �l VJ O07 ❑ I I I 70, 09 12 0 �� % F \m\ A� 0 I O G ra o \ G I N E E4 3. JOINTS AND CONSTRUCTION OF CONCRETE AREAS SHALL BE PER os I 6P \ ISPWC SD-714, SD-714A, SD-714B. cushingterrell.com I O8 J � Ds s I I I Q�� 02 a01 QO ©Avv �� 800.757.9522 LOT 4 I I A I I ° �° ° a \ \ 0 20' 40' 4. JOINT PATTERNS PER ISPWC ARE A MINIMUM STANDARD SEE a \\ T\ AREA: 15,701 SF I `o ° °s ° `\ \ Q \ \ LANDSCAPE ARCHITECT PLANS FOR ADDITIONAL DETAILING. (0.36 ACRES) 12 I I I L,OD LOD ° SCALE:1"=20' 02 1 `� �' �� `�V�v A\ 5. ADA RAMPS SHALL INCLUDE TRUNCATED DOMES PER STANDARD HII-II�� 1 I � \ _ ISPWC DETAILS AND SHALL EXTEND THE LENGTH OF RAMP OPENING. E N G IN E E It S ` 1 12 � i vv ��'\ v v\ �\ 6. PARKING LOT STRIPING AS SHOWN SHALL MEET CITY OF MERIDIAN \ SPACING REQUIREMENTS AND LOCATION OF SPACES AS SHOWN. SS — T — T — T — T — T — T — —� S �T y T rT 13 ❑ / III v v \ F c os R� PARKING ANALYSIS BUILDING ANALYSIS D 0 J4; L� ` \ \ \ BUILDING AREA 5376 SF BUILDING AREA TOTAL 5376 SF 41 �o � REQUIRED STALLS 11 BUILDING TYPE(IBC) p * - 11 PROVIDED STALLS 101 NOTES: \\\\\ \ \ \ HANDICAP STALLS REQUIRED* 1 * BUILDING TYPE TO BE VERIFIED WITH — — — — — — — — — — — — C °�\\\\�I II' ` \ ARCHITECTURAL PLANS,ARCHITECTURAL PLANS D LOD HANDICAP STALLS PROVIDED** 6 LOD L TO SUPERCEDE. NOTES: PER ADA REQUIREMENTS FRONTAGE IMPROVEMENTS FOR / �\// / \\ ** INCLUDES 3 VAN ACCESSIBLE STALLS COLLECTOR ROAD ARE BY OTHERS. /J�\\ I CONTRACTOR SHALL ENSURE THATGRADES ATTIE IN POINTS COORDINATED.ANY SC EPANCEY SHALL -BE BROUGHT TO THE ATTENTION OF THE ENGINEER.TEMPORARY CONDITIONS MAY BE REQUIRED.CONTRACTOR SHALLASSUME W CUT ALONG � COLLECTOR AROADA ASPHALT IS NEEDED \\\\III %// CONSTRUCTION KEYNOTES FOR CLEAN TIE IN WITH DRIVEWAY APPROACH %/III\�� 01 INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET CS003 FOR TYPICAL PAVEMENT SECTIONS. ''� -- _ COMMON LOT 6 02 INSTALL CONCRETE SIDEWALK(ISPWC SD-709) - - AREA:29,172 SF - - (0.67 ACRES) — —irr— INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC SD-71 D-712 SD-712G, MIDBLOCK) �////- \\/\r�\A 1I\V/�\\/ —IIIirr— �\\\�r\r\\\—\III irr—\\� \\\\\ O4 HANDICAP PARKING SIGN ji /N .rr%�\�\/ j \lf ni iR/\ LU�� a\\� \\\ / \� �rr�Il,ll�\\ % \\�IIII�j o5 HANDICAP PARKING SIGN -VAN ACCESSIBLE = / �I II1 / \� — / o/ /I rill b II�\\\\ /rrIIII 11\\\0 �// \ �\ 6"pi ---- 6"pi ---- 6"pi ---- 6"pi --- 6"pi 6"pi --- 6"pi ---- 6"pi 6"pi --- 6"pi ——— Pi -- - -- G — 6"PI —— // —— 6"pi —_ �IIIIII\\ �r/�IIII�\\\\� 06 6 VERTICAL CURB AND GUTTER (ISPWC SD-701) 6 PI --- 6„Pi --- 6"pi --- 6"PI ---- 6 07 FUTURE BUILDING PACKAGE (BY OTHERS, FOR REFERENCE ONLY) os LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS Uj 09 INSTALL LIGHT DUTY ASPHALT PAVEMENT, SEE SHEET CS003 FOR c CONCRETE PAVEMENT SECTION O10 INSTALL ONE (1) BICYCLE PARKING STALL WITH TWO (2) INVERTED U RACKS, z SEE SHEET CS003 FOR DETAIL (CONCRETE LIGHT DUTY SECTION) Lij 11 MATCH EXISTING TOP BACK OF CURB V 0 Z 0 12 PLACE 4-INCH WHITE PAINT STRIPING z 00 0 6" "MODIFIED" REVERSE SLOPE CURB & GUTTER, SEE SHEET CS003 FOR = 13 DETAIL U D COORDINATE WITH OTHERS FOR CONNECTION TO FUTURE IMPROVEMENTS. z 14 INSTALL TEMPORARY 2'ASPHALT CURB IF CURRENT CONSTRUCTION PRIOR Q TO FUTURE IMPROVEMENT CONSTRUCTION. U) z INSTALL HEAVY DUTY CONCRETE ASPHALT PAVEMENT, SEE SHEET CS003 Lu 0 15 FOR TYPICAL PAVEMENT SECTIONS. 2i V 0 16 REINFORCEMENT IN DUMPSTER PAD TO EXTEND 10' MINIMUM BEYOND FACE OF ENCLOSURE. SEE DETAIL CS003 ca 510f1A I EN 15 TERM�41, 17 PROPOSED TRASH ENCLOSURE BY OTHERS, REFER TO ARCHITECTURAL Q 5.19.2020 PLANS. 13073 18 4' CUT IN TEMPORARY ASPHALT CURB �O �TF OF SDP C9 5UN OEM © 2019 ALL RIGHTS RESERVED MISCELLANEOUS KEYNOTES FOR PERMIT A PROPERTY BOUNDARY 5.19.2020 B EXISTING RIGHT OF WAY DRAWN BY I SICKLESCHECKED BY I SUNDERLAGE REVISIONS C FUTURE RIGHT OF WAY u PUBLIC UTILITY EASEMENT e INGRESS-EGRESS EASEMENT F PERMANENT EASEMENT SITE PLAN G TEMPORARY EASEMENT CS002 ACCESSIBLE STALL Cushi SEE DETAIL FOR SIDEWALK INFORMATION SIGN SEE DETAIL E g WELDED STEEL - WELDED STEEL THIS SHEET TUBE CAP Terrell TUBE CAP z ACCESSIBLE o STALL SIGN HANDICAPPED ACCESSIBLE 0 0 11 2'RIBBON CURB PARKING SIGN.SIGN TO BE FLUSH WITH SIDES OF cushingterrell.com POST ANCHORED TO POST 800.757.9522 — 4"STRIPE VAN -ACCESSIBLE HORROCKS ° -II-II VAN ACCESSIBLE SIGN LAWN OR HSS 8"x 2"x 3/16" ;" E N G IN E E R s IN STALL WHERE PLANTING SIGNAGE POST SIDEWALK TO BE 1/4" INDICATED ON SITE PLAN w MAX HIGHER THAN 8 7 7' - 7" Q 6" 12" 6" PAVING AT JOINT 6" 0 2" CONCRETE Lu a 4"WIDE STRIPES AT 4 STRIPE o z APRON J o 45'ANGLE 2'-0"O.C. co Y CD Q U) Q If o Y d QLL ;�, Q ,;., 3' N HSS 8"x 2"x 3/16" a_ / N 2%MAX.SLOPE co `� \SIGN / . O r PAINTED EMBLEM ON co SIGNAGE POST a_ ASPHALT PAVING(TYPICAL) AT ALL ADA PARKING STALLS a ER AHJ REQUIREMENTS 24 4'-0„ 2 7 EXPANSION JOINT SIDEWALK =III _ III II IIII IIIII III=III a =III= PLAN III II I� IIII a IIIII 'll�III a M I= #4 x 12"LONG ANCHOR BAR IIIII IIIIII PLAN SECTION THROUGH TUBING — IIIII ° IIIII IIII a _ IIIIII IIIII #4 x 12"LONG ANCHOR BAR a IIIII III ° II I THROUGH TUBING -III a ° IIIII 9'-0" TYPICAL BICYCLE PARKING DETAIL (TYPICAL) 5 0"STD. 9 0"(TYPICAL) _ I I I I I I I Ii I I— 12'-0"VAN NOTES: " III III=III, =III INTERNATIONAL SYMBOL OF N V-6"DIA. ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND,CENTERED CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME ON THE CENTERLINE OF THE SIDE VIEW PARKING STALL,ALIGN LOWER SPECIFICATIONS AS ADJOINING SIDEWALK SIDE OF MARKING WITH END OF PARKING SPACE(TYP.) GRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONS ACCESSIBLE STALL SIGN (TRAFFIC SIGNAGE) ACCESSIBLE PARKING OPTION 2 INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN -NTS- -NTS— CONCRETE FOLLOWING MANUFACTURER'S INSTRUCTIONS uj RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE METAL WITH WEATHERPROOF COATING AND SHALL BE MANUFACTURED FOR THE INTENDED PURPOSE V 2'-0" 6" 1'-6" 0" - 1" BATTER z FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE W "0" ELEVATION c - co u) CD Lo 18' ce PAVEMENT SECTION COMPONENT LIGHT DUTY HEAVY DUTY R - 1/2" z R = 1" LJJ ASPHALTIC CONCRETE 2.5 " 2.5 " CRUSHED AGGREGATE BASE 4.0 " 4.0 " 7� N00 STRUCTURAL SUBBASE 10.0" 12.0" O Z SEE PAVEMENT SUBGRADE SEE PAVEMENT SUBGRADE R = 3 1/2" COMPACTED SUBGRADE PREPARATION SECTION PREPARATION SECTION (± 1/2") z Oo 0 2 ASPHALT CONCRETE: ASPHALT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC, SECTION 810 CLASS III PLANT MIX. MATERIAL SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR iD C) U HIGHWAY CONSTRUCTION. — D EXTEND %4" MINUS N Z � \L AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS. AGGREGATE BASE Q 6" STRUTURAL SUBBASE: MATERIAL COMPLYING WITH REQUIREMENTS FOR GRANULAR STRUCTURAL FILL 6" BEYOND TBC 12 [)� z (UNCRUSHED)AS DEFINED IN ISPWC. W O -A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE 2 U COMPETENCY AT THE TIME OF CONSTRUCTION. "MODIFIED" REVERSE SLOPE CURB & GUTTER ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE -NTS- GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER B170608g (MAY 19, 2017) SIpf1AL EN iv ok �G157 R�1y�` �i 5.19.2020 6 REINFORCEMENT PER GEOTECHNICAL REPORT ��y 13D73 P11 O� TF OF�D QC9 RIGID (CONCRETE) PAVEMENT SECTION TABLE 4,000 PSI CONCRETE REINFORCEMENT PER S�NDe 1% SLOPE TO FRONT GEOTECHNICAL REPORT PAVEMENT SECTION COMPONENT LIGHT DUTY (PEDESTRIAN) HEAVY DUTY(TRAFFIC) 3. /O\/ © 2019 ALL RIGHTS RESERVED PORTLAND CEMENT CONCRETE 4.0" 6.0" GENERAL SIGNING & STRIPING NOTES: > FOR PERMIT CRUSHED AGGREGATE BASE 4.0" 4.0" 1 . CONTRACTOR SHALL SUPPLY AND INSTALL ALL SIGNS, AND IS RESPONSIBLE FOR STAKING SIGN LOCATIONS 6" A.B.C. N AND OBTAINING UTILITY LOCATES FOR STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL SECTION STRUCTURAL SUBBASE NONE NONE SIGN LOCATION OR AS SHOWN ON PLANS. NOT REQUIRED FOR NATIVE NOT REQUIRED FOR NATIVE 2. ALL SIGNING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CITY 5.1 9.2020 COMPACTED SUBGRADE SOILS 12" TO 95% OF ASTM D698 SOILS 12"TO 95% OF ASTM D698 DRAAWNWN BY B SICKLES OF MERIDIAN SIGNING REQUIREMENTS. D U M PSTE R PAD CHECKED BY I SUNDERLAGE FOR EXISTING FILL MATERIALS FOR EXISTING FILL MATERIALS REVISIONS PORTLAND CEMENT CONCRETE: 4000 PSI COMPLYING WITH ITD URBAN CONCRETE STANDARD. 3. ALL SIGNS SHALL BE MOUNTED PER ISPWC STANDARD DETAIL SD-1130 REFERENCE THE GEOTECHNICAL REPORT FOR ALL INFORMATION ON THE AGGREGATE BASE AND 4. ALL SIGNS SHALL HAVE TYPE III REFLECTIVITY —NTS— SUBBASE MATERIAL AND PREPARATION. 5. ALL PARKING LOT STRIPING SHALL BE PAINTED IN 4" WHITE PER STANDARS OF CITY OF MERIDIAN NOTE: SEE THE GEOTECHNICAL REPORT FOR REINFORCEMENT REQUIREMENTS. STRIPING LOCATIONS ARE AS SHOWN ON PLANS. ADA PARKING TO MEET ADA REQUIREMENTS. 6. ADA / ACCESSIBLE PARKING SIGNAGE INFORMATION IS LOCATED ON DETAILED SITE PLAN SHEETS 7. PRIVATE PARKING LOT MARKINGS SHALL MEET PAVEMENT PAINT REQUIREMENTS OF ISPWC 1104 SECTION 2.1 . TYPICAL PAVEMENT SECTIONS SITE DETAILS i I g R 0 c I I p LEGEND: • 0 r I LOD LIMITS OF DISTURBANCE Cushing I'll I�� TOA:2ss5.2s TOP OF ASPHALT ELEVATION Terrell I Io I � Toc:2ss5.2s TOP OF CONCRETE TBC:2665.26 -FO FO FO FO } FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO CO FQ FO FO FO FO- TOP OF BACK OF CURB�G' I N E �¢ II U) _ I I FG:2s65.26 FINISHED GRADE cushingterrell.com - - - I 0 20' 40' TBDC:2665.26 TOP OF BACK OF DEPRESSED CURB 800•757.9522 \ 3 FO -F - - - - - - _ _ r-r �s0- ss ss ss ss sss_Sr---ssSIG- _ O 0) SCALE 1 -20 OF CURB MATCH TBG:2665.26 TOP BACK MATCH Ex. EXISTING HD�j �' OCKS Ir g ss ss ss ss ss ss ss�- ss ss ss ss llli FO FO FO FO �-� FO - - - �O- - -=EO-s� FO�� FOSt� FOst�_ - f0=�'- - - - FOB - - FO' '�� Rp CS�PO�;YO-�c�rF.�. ru{G rA Sim F9 -SIB FO FO FO FO FO FO- - - - - - - - - - - - , FINISH FLOOR ELEVATION E N G t N E -/ - - - - - - - - - - - \\ \ - - - - - - - - - - - - - _ _ _- - - - - - - - _ I --- btel -� 4-ir, 2581 - - - - -_ GRADE BREAK btel - btel - btel _ _ _ - - - \-�-- /--- Lblel --- btel ---- - - - - - - btelI I -><irr irr irr- �-irr- btel -irr- �t�-r�� bte� irr- - - - btel rr �3 irr- irr �-ir� -irr irr irr ®� r / ird�I_irr btel - irk irr- irr \ _ _ _ _ stet- T81 rL-_ irr - - - - _ - tet - -- btel ---- btel --- btel I- - \ s f i - 6CeT----- --- btel btel \ e ,tea- - -2582- ® - - ®\ \ btel I \ \ / belIel \ - - -2583 / �_ - - - e ® L ee 1eJ\ 0 rn e \�N�� bel\\ L �G � SIG I SI SIG SIG / -�/ \� j// \� - 2584//h \\ _ __ I fl III\\\ / \ �\ j��\�� I\\\ ® Peld- r 1 /IIIu1 / /\ \ �II�� j4\`\ I � \\\\ II�\�\\\IIIII�/// ® g\ a g rn III I e ¢S \ �� /$per\\ /� 0 %/ =\ '/ I !fl �� \�\III / I \\ 0 - - - - - - - - - - - - - - - - - - - e I 0 \ / e e e � ��II'%�� FL2580.25 J J \ ��-=� �� -�, Z � �� - - -� � � 11L� � ��/ II1�\ - ��t \\ III / �\ - - \ ' \\ /x Ili IP I GRADING KEYNOTES -w- ® \ - w - - - - - - - - - - _ - - - - /� // I \\ I'lire I IL �S - FL 2580.25 \ \ //� /I I11 / 1 - 9 _ - - - - - - - - - - - - _ 2583 '\\ G1 MATCH EXISTING CURB AND GUTTER _ I 10 - - - - - - - - - - - - - - - - � 2582- - - - � / r �� J� J� - - - ° y \ / -- _ �II\\\ I G2 STORM DRAIN CATCH BASIN AT LOW POINT. SEE SHEET C0001. T - T - TI T T - T - T - _ - T - T - T T - T T T -/ T-L - T /rn /II I e s\ o - O \ J - - - / \\\ T / 1��`\\\ \® I ® I i G3 TRASH ENCLOSURE. ENSURE GRADING SHALL DRAIN AWAY FROM TOC 2510,17 TOC 2580.25 `I \ - 2581 - - _ _ _ / , \ 2 \ - - / \ \ e I III o l N ° �, A S8� \ / \ \ I ® I I ENCLOSURE & BUILDING. * FFE 2580.25 1010 A - ' - - _ - - - \\ \ I ® O LANDING SHALL NOT EXCEED 2°/ SLOPE IN ANY DIRECTION PER ADA � ° ° 25so - _ _ _ _ - - - - _ _ _ ,/ \ e I ref 11 G4 ° co 1.6/o TOC 2580.25 - - _ \ ® . III REQUIREMENTS TOC 2580.25 TOC 2580.25 1, o I \ ® 1 11 N 6/ TOC 2580.20 - e I I I TOC 2580.25 - _ - e I ° TOC 2580.25 ° TOG 2580.25 ATOC2580.17 - - - -2s> I I� O TRANSITION ZONE, SLOPE SHALL NOT EXCEED 5/° IN ANY TOC 2580.25 I ® 1 e G5 I I Toczsso.ls ° �' � \ I I I e i1 e��l �I. DIRECTION a ° s° ° \\ I I I ® �el d FUTURE EXISTING ELEVATION APPROXIMATE AND TO BE ° ° Tocz580.21 ° >O \ I r 6 9 II N G6 DETERMINED BY OTHERS. CONTRACTOR TO VERIFY MATCHING I° TOC 2580.25 TOC 2880.21 J o \ I TOG 2580.19 7o TOC 2580.03 \ I ~ I O I TOC2579.64 TOC2579.65 I I � ELEVATION PRIOR TO CONSTRUCTION. II / TOC 2580.11 ° o I \ I I 0111I////� I 1 1 1 TOG 2580.12 / , c y o TOC2580.15 ` I I \�II� I I I 1 I r-, G7 INSTALL 4'x4' OF 6" ROCK RIP RAP. COORDINATE WITH OTHERS FOR a? 8 N ° a o TBC 2580.11 \ \\//� I ° 1 1 I e CONSTRUCTION PHASING OF FUTURE ASPHALT. o ° rM TBC 2579.99 a 7.5/0 7.7% ® \ I = a �_J TOC 2879.94 ° ° _ - _ I - I \ 58 III\\\ I N p 00 G I 1 I 2 TBC 2580.07111\\`\ O I rp l al TBC2580.07 TBDC2579.60 \ \ I 1 I INSTALL TEMPORARY 4 DEEP INFILTRATION BED FILLED WITH PIT Uj Toc25ao.os TBDC2579.59 o TBC2579.98 \ \ ~ 1 \ G8 RUN MATERIAL TO THE SURFACE. COORDINATE WITH OTHERS FOR . a c o o TBC 2580.10 TOA 2579.51 TOA 2579.70 \ \ I TOC2579.88 NI a0 li \� CONSTRUCTION PHASING OF FUTURE ASPHALT. TBC 2579.71 TOA2579.92 \ 1 4 I \ G9 MATCH EXISTING SIDEWALK TBC 25 9.26 \ TOA 2579.24 TBC 2579.80 O \\\\ II III TBC 2578.77 TBC 2579.17 \ TBC 2579.80 ( J \ II o \ TBC 2579.87 \\ \ \\\I/% \ v 2$� �� I I \ O 9 I I \ 11 I TBC 2579.55 I \ I TBC 2579.55 I 1 \ / o TBC 2579.01 \ \ 1 Uj TBC 2579.00 I I N TBC 2578.96 TBC 2578.87 TBC 2579.43 ? TOA 2579.57 \ I VJ TBC 2579.50 J o TBC 2579.32 \ �/ TBC2578.69 \ \ \\�\\�111 7 °�° o TBC 2579.23 bolo I \�\\\\III �/ 11 I N w �� ^moo\o /�� J� Z' Z\�\/ /� 0 li 5 G TBC 2578.75 TBCo2577.87 TBC2578.19 -\ I I �\/III II \\\ I I F II w TBC 2579.14 \ TBC 2578.29 TBC 2578.54 TBC 2579.02 \ 0 I I 1 III TBC 2578.16 TBC 2578.51 I I O^ D TBC 2578.23 TBC------ TBC 2578.35 TBC zs7aso �\11111 /r / D I i � z a ° ° ° TBC 2578.97 TOA 2579.12 I \ I I ° ° a° TBC 2578.49 , �Ip \/6 / J TBC 2578.98 O O jo I I \\/ I/ 0 � I I TBC2578.16 �/i \ Z� a 1 TBC 2578.45 \?`S>8\ TBC 2578.04 TBC 2578.52 -I I I \�\ III // I O I 1 1 Z \ TBC 2577.87 TOA 2578.83 \\I� I 0I GID TBC 2577.70 \ TBC 2577.66 I TBC 2578LOD .36 I � � - I I I �_ \ �� o TBC 2578.68 1 7 TBC:2578'77w1 LL w �xj�- LLI O N MATCH EXISTING I 20 , \ l TBC 2877.28 O L O TBC 2578.41 J TBC 2578.06 TBC 2578.27 N 0 LOD LOD TBC 2577.82 O TJ I O I 3 TO a01 401 Q01 a01 0 3ca I I o 1 0 ssS,Of1AL EN �P TOA2578.45 I �.ytr r I G 10, \ TBC 2579.15 TBC 2578.96 e I O TOA 2578.63 5.19.2020 � 31 TOA2578.51 TOA2579.72 \ �v^o 21 (f3J 13073 IN 1.8% °p �� I j I i� I DF I I - I �Oe TF I J _ e-,sl 13 S�ND�R %\ r /'° J 0 ° c9 I 23/ I I © 2019 I ALL RIGHTS RESERVED 0 r ° s TBG 2577.61 w TBC 2578.69 TBC 2579-:: ° I I I ` FOR PERMIT TOC 2577.69 TBC 2579.65 g/o G i TBC 2579.07 TBC 2579.61 TBC 2579.90 fl \ TBC 2578.92 �� TBC 2578.82 i o �� TBC 2579.63 � � � TBC 2578.57 Lr)TBC 2577.08 0 \ TBC 2579.27 TBC 2579.60 TBC 2579.95 \ TBC 2578.51 TBC 2579.30 o e I TOC 2577.13 cD o o ° ° S 3 I I TBC 2578.52� q ° '1.8/o � �° � ° � JJ I I I I II I TBC 2577.04 1 ° I 0 o TBC 2578.58 I O � II TOG 2579.96 ' ti 5.19.2020 TOC:2578.71 \ TBC 257&.89 O 4% I� TOC2577.09 ILULJ MATCH EXISTING DRAWN BY SICKLES 0 ^ 1� 0 MATCH E�XISTING \_\\/� I I 3 CHECKED BY I SUNDERLAGE TOC2577.57 w J S O /�\� I REVISIONS 2Sj 1 TBC:2577.91 I I - ° > o MATCH EXISTING N / TBC 2577.80 � o I i I TOA 2577.34 I / � � I 1.7% S° �- 2' ° TOA 2579.08 TBC 2579.91 r 1.8% 1.2/o }�� _ o TOC 2579.96 (\1J" Lj 2.2% 0 \ J TOC 2579.45 � ° L TBC 2579.40 1 le O III o II \\ O o TOC 2579.44 y I s G 6 TBC2579.39 ° TOC 2579.96 TBC 2577.34 ° TBC 2577.22 TBC 2579.60 ° TOG 2579.96 \ / I\\\� _ TBC 2577.29 TBC 2577.72 TBC 2579.60 TBC 2579.89 /III`\\\\\\ I jl\?i I / TBC 2577.28 TBC 2577.72 1.9% TBC 2579.56 ° TBC 2579.89 I I \s I fie\ GRADING PLAN \ TOG 2579.96 I L 1% 2579.89 75 / \ TBC 2577.33 2' 1.30 e \ICGO01 III i �2�1 MATCH LINE SEE SHEET CGO02 MATCH LINE SEE SHEETCG00177 • ,, � � � = y8^1.2% // II\�� ua as $ R O7, C vv o �_ LEGEND: • 4 L J °v� Cushin � m �0 LOD LIMITS OF DISTURBANCE e 9 TOP OF ASPHALT ELEVATION Terrel 1 I TBC 2578.43 TBC 2578.77 - -- - _ - _ \ \ \_i \ N CL, ��T G� \ r C 578.8.81 _ _ \\\ - \ \\T \ II\V� Toc 2ss5.2s TOP OF CONCRETE \ TB 2578.81 0 5% ` IIII \ �'\ �\ 4 c I N �¢ TBc:2ss5.2s TOP OF BACK OF CURB 8_1TBC 2578.00 TBC 2578.36 \ \ FG:2665.26 FINISHED GRADE cushingterrell.com TBC 2577.90 TBC 2578.62 � / 1 \ 0 y\ / - - a TBC 2577.87 TOC 2579.22 TOC 2577.22 \ \ 6 \ \ \ 0 20' 40' 800.757.9522 TBC2578.14 / 1 ® °i e\ \ \ \ TBDC:2665.26 TOP OF BACK OF DEPRESSED CURB / Q 01 TOC 2576.76\ \\ \ r\ / _ o a � \ \ �r \ SCALE:1"-20' TBC:2665.26 TOP BACK OF CURB MATCH 5.0% o a \ \ \\ ��\� \\ \ MATCH Ex. EXISTING \ 25 Zo°�° e 4 9 TOC:2576.82 \ \ \\ \\ -N HORROCKS TBC 2578.91 D LOD MATCH EXISTING \ / 0 ` TBC2578.88 TOC2579.17 / \ �/ \ \\ \\ \ FFE:2665.26 FINISH FLOOR ELEVATION E N G 1 IN E E R S i TOC:2576.71 A V A III / 1 8% TBC 2579.15 MATCH EXISTING A \ GRADE BREAK t TBC 2579.22 III 2.2% O \ \\ \ \ I TOC 2576.52 II TBC 2576.73 ® v TBC 2576.42 TBC 2577.87 TBC 2577.90 I I TBC 2576.76 TBC 2577.78 T ' I I I I -1 k TBC 2576.80 T - _ \ \ 0.4 TBC2577.48 VAv\IIIII///�/i 0 fjbj I I_ _ I MATCH EXISTING V, r \ : . TBC 2576.32 TOC 2 77566 p� �� 7 1 I �- -r MATCH EXISTING TBC 2577.13 � ° GRADING KEYNOTES o� _ TBC:2575.59 / G MATCH EX STING /\\ I I I I MATCH EXISTING 9 / I I Q ///III\\\ I >[ I LOD LOD LOD 0 / ��IIIII� G1 MATCH EXISTING CURB AND GUTTER J ��\l/i, STORM DRAIN CATCH BASIN AT LOW POINT. SEE SHEET C0001. J , \ TRASH ENCLOSURE. ENSURE GRADING SHALL DRAIN AWAY FROM h--�-�- ENCLOSURE & BUILDING. - LANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION PER ADA REQUIREMENTS ZONE, LOPE SHALL NOT EXCEED 5/° IN ANY O TRANSITION S ° - - - - DIRECTION FUTURE EXISTING ELEVATION APPROXIMATE AND TO BE DETERMINED BY OTHERS. CONTRACTOR TO VERIFY MATCHING ` ELEVATION PRIOR TO CONSTRUCTION. - - - / INSTALL 4'x4' OF 6" ROCK RIP RAP. COORDINATE WITH OTHERS FOR - - - i TI j III 7 CONSTRUCTION PHASING OF FUTURE ASPHALT. -irr-- / \\\I I/// -irr- -. \\\\\IIIIIrr� \�\\\III I��/// �\\IIIII///, Irf- -Ifr-- \��III�j/i ��\\\///�i \\\\\\IIIIII/r/� \\\\IIIII/r/, III � - \1IIII/rr� \\��\II�/i \ \ I // \\\\ l/r, \\l/�; \\\\IIIII lrr, -irf---irr-- INSTALL TEMPORARY 4' DEEP INFILTRATION BED FILLED WITH PIT �/i , �� III�j% III III \\\IIII / -irr-- - _ =_� \ I \ I /_ \\\ //� �\ \/ �� - -irr-- G8 RUN MATERIAL TO THE SURFACE. COORDINATE WITH OTHERS FOR \\III �i� _ /�� III II / \IIII j�� \\\\\\\1I1 IIII/r�/ - 0 14\\\\�� uj l\ \\\l/ice \\\l/ice / ��III�//; �i CONSTRUCTION PHASING OF FUTURE ASPHALT. \ , \\� I / \ \\ -� /� G//'9' \\\\�\ \��III��/ �\Il%i i//��\ \\\\\II II// ,i�\\ \ - - / � �� / l\ \\� /�� '%i / \\� �\ II �� i � / i \ l\ / lul //II \ =\\l/ice / \ _\\\lei_ \\\11 /r // III\`\\` / r I \o / //� II\�� i//\\�� rIII I\\\\\ _ '/ ��{I��\� \\ \ �Ii �- G9 MATCH EXISTING SIDEWALK /i�Ilh 111\\\`\ //ii�I h ill\\\\ //Ih I\\\ i�� II�� ///�II I11\\\\\ �/II\�O� 'i� II\�� I ��\ /II,Il�t\\\\ j/ �\III/�%j�- ' O \\\\\ riIIIIIII / II -/ - a il - - - - - - - - - \\ illhu\ \ %IIII11\\ _ � I III\\ % I W U) C' z w � U Z O z 00 0 Q U o � z 0 Q Q � W oU) z Q w0 2i U NAL LNG o4� G\STERN 5.19.2020 I �,, 13073 �Oe TF of �pP P� SUN DERV © 2019 I ALL RIGHTS RESERVED FOR PERMIT 5.19.2020 DRAWN BY I SICKLES CHECKED BY I SUNDERLAGE REVISIONS o � o v O M 0 O U) S89°37'14"E 144.91' o � GRADING PLAN O CV co O N M 0 O 00n00714 A'= CGO02 1 t2IFt10®btu VkM I OVA PAWMUot=UMMt CAWRO"Data\QQ QA®\&W,%h@§t RIWO.®naWu@W"D�AWi0WLANS\10-18M-i 0-GRADING PLAN." /-y'I r� ..,,, I r r N P oh ohP ohP ohP SIG SIG SIG SIG SIG SI O R R 0 C w - w -- - w - -- wl --- w - -- w -- - w -- w --- w - -- w -- - w -- w - �� Cushin o 9 rA II I III III N 4� Terrel � � G I N E � cushingterrell.com FO FO FO FO FO FO II FO-FO-FO-FO- FO FO -FO-FO-FO-FO-FO-FO-FO-FO-FO- FO i FO FO FO � FO FO FO FO FO 55 O 30' 60' IRRIGATION TO BE PROVIDED BY PARAMOUNT U' - - 9I US H WY 20/26 SUBDIVISION PRESSURE IRRIGATION SYSTEM I 800.757.9522 \ - r (SECONDARY SOURCE GROUNDWATER WELL) O FO FO �� \FA-ss -FO ss ! ss ss - - -ss- ssi 6��gjG - - _ SCALE:T'=30' - - - _ - ss ss ss ss ss u �j �j �+ FO FO -FD - F9 �-F0_._s�__ ss �� ass �160�a0 �^vFO - aiGFOTF6s- Ls - FOS Fbs - €� sp� FO FO 1Z�l�lt��K�7 z r - - - SFG \ - - - - - \ I - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - _ \ o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (�,) btel \ ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F-aJ _ btel --- -- btel -- - -- E N G 1 INI E E R S ---- ---- p-p __ btel btel ---- btel ---- btel --/- I T - - �� v btel -- btel ---- \ - btel - Ibtel ---- btel ---- btPl ® /�\ \I �I/ -- btel ---- 0 -- - e WATER KEYNOTES rr irr irr irr- iry I --- ® m �\ r r -irr -irr -irr btel - - - bte��=�- btel -E-�- / - b� ----., y111q//r - -JOINT TRENCH SERVICE TO NEW TRANSFORMER PER , \ \\ I 26 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN Ih o IDAHO POWER AND SHALL INCLUDE POWER,GAS, ® ®® Le \ 11111, \\ - _ �( STANDARD DETAIL W8 ,, A /o COMMUNICATIONS,AND(2)2"SPARE CONDUITS ® \ SV - - \ II� \ // _�\ li SI SIG llil�� II\��\ _ '/®Ilq ` - j/ \\� ® ® be Ir ® n 27 COORDINATE CONNECTION WITH MECHANICAL PLUMBING PLAN CONTRACTOR TO INSTALL COMMUNICATIONS AND \ I�� ® ELECTRICAL CONDUIT TO BUILDING FROM TRANSFORMER o` \�\II//�j ��/\ \, r, 28 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STANDARD DETAIL AND COMM VAULT AND SHALL INCLUDE(2)2"SPARE ® ®=\ �% \ \� CONDUITS.COORDINATE WITH ELECTRICAL PLANS /i ® �, // Ao�� I� W11 _ _ _ p� �� INV:2576.75 4" 54 - -- - - e g �- o E TRANSFORMER 0 - - ' \\\� ® ®�= \\Ili -% \� I/�I1�\� O I� y - - - 3 PHASE a ®\ � ''I'�`� III„® 1 I INSTALL 8" SERVICE (8"x8" TEE WITH 8" GATE VALVE ON SERVICE INSTALL 48"X 48"UNDERGROUND � %�,�\�\\\ 1 I LINE) T - T - T - I - - - -COMMUNICATIONS VAULT.ROUTE ALL - - \ \\ \\ r II T - �T T T T T T COMMUNICATIONS CONDUITS(CENTURY LINK \ =-® ® ®I 41 LF OF 4"S.D.-@ 1.67% TO HAVE SEPARATE PEDESTAL)FROM VAULT T T T -� �.\ ®II N 30 INSTALL 8' PVC C900 WATERLINE (MIN. 4 FEET COVER ON MAINLINE) �FFE 2580.25� TO BUILDING+(2)2"SPARE CONDUITS O SDCO-04 1 I RIM:2580.06 \� I je, jl re �p � 31 INSTALL 6" GATE VALVE SDCO-02 INV IN:2575.94 6"(E) 54 INV:2'76.75 4" \ it RIM:2580.16 INV OUT:2575.94 6"(W) INV IN:2576.07 4"(N) 17LF OF 4"S.D.@ 2.00% INV OUT:2575.90 6"(S) s 94LF OF 6"S.D.@ 0.51% w SDCO 03 \ ®I II I _ *STANDARD 2"WATER METER& SERVICE PER CITY OF MERIDIAN ° 54 41 55 RIM:2580.03 it I ego OSTANDARD DETAIL W4 23LF OF 6"D. 0.50/0 227 INV:2575.25 4" mm @ INV IN:2576.42 4"(N) II 16LF OF 6"S. S.D.@ 0.50% os INV OUT:2576.42 6"(W) �I Ile 11 I ;II e1 33 INSTALL 6" PVC C900 FIRELINE 14 1 55 1 39° s 26 I it Vl� 1 1 °I SDCO-01 I u\ RIM:2579.99, °I 76' 7 .80 F O 5.6p LF F 6" FL �I I 34 INSTALL 8" 90° BEND W/THRUST BLOCK PER ISPWC INV IN:2575.82 6"(N) � - I\ INV IN:2575.82 6"(E) o z'W 2" 44 30 \ �\ INV OUT:2575.65 8"(s) & I , „ I \ 35 INSTALL 8"JURISDICTIONAL GATE VALVE I 1 19.58 LF OF 2 SL s8�� L- 3t LF OF 8 WL o I O 76.57 LF OF 2" SL 41 pc 32 =� \//� 43 22.15 LF OF 8"WL I I o A-, CONNECT TO EXISTING 12"WATER STUB AND INSTALL 12"45° BEND `SS STA:2+33.42 `\ Lr 36 �.�. W/THRUST BLOCK co 72 �2 28 30 ssco-06 a1 I N O -9A, RIM:2579.04 ILL \ INV IN:2572.67 4"(NW) I 1 I 1 37 EXISTING WATER LINE INV OUT:2572.50 6"(S) I m I I \I I CB-o2 78 39 STUB FOR FUTURE CONNECTION. INSTALL TEMPORARY BLOW OFF RIM:2577.42 '�V /� v „ 17.49 LF OF 8"WL j/\ 9 o I1 I *PER CITY OF MERIDIAN STANDARD DETAIL W13 INV IN:2574.42 8"(N) 29 LU INV OUT:2574.26 10"(SE) 59LF OF 10"S.D.@ 0.50% I 30 41 I, ° 1 I I 40 INSTALL 12 X8 REDUCER STUB WATERLINE AT PROPERTY LINE I 51 56.73 LF OF 8"WL I ®I LL WITH BLOW OFF.IF NEIGHBORING , , so ' 1 POTABLE/NON-POTABLE CROSSING - MAINTAIN 18"VERTICAL WATERLINE CONSTRUCTED CONNECT TO \pill j o 41 SEPARATION - SEE WATER NOTES 2 AND 3, SHEET C1002 EXISTING WATERLINE.COORDINATE WITH B I \\ 1 LL NEIGHBORING PROPERTY PRIOR TO 39 o s, s ° 114 LF OF 6"S.S.@ 3.00% \� a CONSTRUCTION. \\� I - 41 28 I III II �E IDIAN* 42 INSTALL 8" 22.5° BEND W/THRUST BLOCK PER ISPWC W W iDAHO O W W W W W, 77 „w 43 INSTALL 8"45° BEND W/THRUST BLOCK PER ISPWC 29 108.72 LF OF 8"WL 34.42 LF OF 8' _ �40 36 o I 37FM 44.861 F OF " W 30 STA:2+33.54 78 w S SSMH-03 INV:2568.54 6" 54.70 LF OF 8�W m ' + w 0, , Z 79 STA:0+00. 4 43 F OF 8 WL w w 79LF OF 10" p ° 30 RIM:2577.69 I 74 75 0 44 INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE) WATERLINE BY OTHERS so @ 0 50% 55 I INV IN:2569.09 6"(N) / V O EX-SSMH-1880 CB-01 51 SDCO-05 I Uj INV IN:2569.09 6"(S) 37 LF OF 6"S.S.@ 2.00%� T �/ 28 I " IRIM:2578.08 RIM:2576.83 INV IN:2569.09 6"(w) Ex.8"s.s. EX INV IN:2566.48 8"(w) O REMOVE AND SALVAGE TEMPORARY HYDRANT AND CONNECT TO � I RIM: s 30 ss INV IN:2573.96 10"(NW) INV IN:2573.56 10"(W) 10' INV OUT:2568.92 8"(E) 28 29 41 43 '.6 _ I I; 45 EXISTING 8" WATER STUB INV OUT:2573.96 10"(E) 41 a 3y°"STA:0+22.59 INV OUT:2573.56 10"(S) 2g 28 A 30 30 SSMH-01 ii z I I _ RIM:2578.16 I 78 80 AA.,8 / 73 I INV IN:2566.69 8"(SW) w b ~ EX INV OUT:2566.59 8" 3 42 LF OF 8"S.S.@ 1.00% STORM DRAIN KEYNOTES I I pp, 1 74 41 172 LF OF 8"S.S.@ 1.01% STA:0+64.10 sobrien � 1 INV:2569.73 6" SSMH-02 �J 0 3$ CF RIM:2578.30 I Jun 04 2020 51 INSTALL STORM DRAIN CATCH BASIN TYPE 1 PER ISPWC SD-601 O Z 3 32 LF OF 6"S.S.@ 2.00% a S9 2g SDCO-07 80 73 74 INV IN:2567.21 8"(W) I Q 42.01 LF OF 8"WL 41 RIM:2578.11 39 INV OUT:2567.11 8"(NE) I 28 55 INV IN:2574.45 8"(E) s s 52 INSTALL SAND & GREASE TRAP. SEE DETAIL C0004. Z o INV OUT:2574.45 8"(S) 51 1 l I 1 101 LF OF 10"S.D.@ 0.78/° ,� as 78 �I�IIj11%' a 37 (say) _ 0 0 40 LF OF 6"S.S.@ 1.00% 28 LF OF 6"S.S.@ 2.00% \NOV CB-07 I O _so B ° ,!� RIM:2578.03 I 53 INFILTRATION TRENCH SEEPAGE BED DA-1. SEE DETAIL C0004.81.99 LF OF 8 L 0 28LF OF s"S.D.@ 0.50/° '„dl,u INV OUT:2575.20 8"(W) I Q 1 L STA:2+33.60 INV:2568.26 6" I o INSTALL CLEANOUT AND COORDINATE CONNECTION WITH 10' 29.1' 64' s 148LF OF 8"S.D. 0.50% 1 K_�? Q 54 MECHANICAL z SSCO-04 78 (t ll, @ of I D O RIM:2577.46 pll INV IN:2569.49 6"(S) 55 s 80 I 30 - INV OUT:2569.49 6"(N) 1 0 70LF OF 12"S.D.@ o.00% o I Il,l\ 11 II li; 55 INSTALL 4" CLEANOUT PER ISPWC SD-506A Q SDCO-06 53 V� M 111 �� z RIM:2576.91 �� po\lugl/) N Ljj G O INV IN:2572.78 10" N U O 26 � 41 52 - - - �vI/� I I � I nee INV IN:2572.77 10"(S) N INV OUT:2572.61 12" E ° ( 53LF OF 12"S.D.@ 0.50/° CB-04 82 SG-SG I °`� SEWER KEYNOTES I I 19LF OF 10"S.D.@ 0.50% RIM:2576.82 44 RIM:2578.00 INV OUT:2572.87 10"(N) 51 41 IRR INV IN:2572.35 12"(W) I _ �II��' �.�a / OPAL 28 INV IN:2574.31 8"(N) Joey „ 55\ ENG o -J INV OUT:2572.00 12"(E) I %�/\` \ .• \ 71 INSTALL 4 CLEANOUT PER ISPWC SD-506A 4 STA .I 70 LF OF 6"S.S.@ 1.00% 78 �I 41 l / it\�\\ STA:2+33.66 A \ u\ 0\ 5.19.2020 SS O-0577.22 I \ \\QIII INSTALL 4" PVC SDR-35 SEWER LINE AT MIN. 2% SLOPE 1 I RIM:2577.22 I Z. � \ � 0'�. 13�73 - - INV IN:2570.36 4"(SW) 72 J �� j/ .p 9 Qt` lL 1 D C� INV OUT:2570.19 6"(N) 78 I I 'il \ O� E OF Q. bo ,' o� Ns 73 INSTALL 8" PVC SDR-35 SEWER LINE (MIN. 4 FEET COVER) `SUNDER INV:2571.20 4"� U_ I 42 LF OF 4"S.S.@ 2.00% s 30 I � I 4 �77s ° ®® \\ 74 INSTALL ONE TYPE A MANHOLE PER ISPCW SD-501 90LF OF 10"S.D. 0.50%---- Lq t \ ®®® a O\ \s © 2019 I ALL RIGHTS RESERVED @ 4"IRR 4"IRR 'IR \\ ® \\ \ CONNECT SEWER MANHOLE TO EX. SEWER STUB, ISPWC SD-511 & CB-o5 51 \ \ \rr.,a \ 75 SD511A DETAILS. EX. INV. ELEVATION SHOWN APPROXIMATE, RIM:2575.96 39 42. tLF OF 8 WL \ t �� ® m \ CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. 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TRAFFIC RATED VARIES N ROADWAY PERFORATIONS ON TOP (1/2 OF PIPE ONLY) (TYP) INV. 3" ABOVE BASE--\-,, 1500 GAL. 90 (L) � (FG) cushingterrell.com 18" PIPE 800.757.9522 FRAME AND STANDARD -I- - - I- - - -I- - MANHOLE COVER PER ��j �� jj��j AASHTO M288 CLASS II NON-WOVEN CIDE D PROV CONCRETE GEOTEXTILE ON TOP AND SIDES ONLY HORROCKS COLLAR PER ISPWC ��T� �� ,> >� N G 1 lNl E E R S SD-616 IF NOT /j��i ��j 1 .5 -2 WASHED LOCATED WITHIN ANGULAR DRAIN ROCK SIDEWALK. Q x/j LU LU ��A STOR STOR -_ -_ VARIES �V� Q � - - o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o GROUND WATER CD DRAINDRAIN (W) OBSERVATION WELL #1 0 5' ��j ,�� IN-SITU OR NATIVE "' MIN. //� ,�� COMPACTED SOILS 150D GAL 90" * SAND/GREASE TRAP ��T �j�A PER PAVEMENT (BOISE VAULT OR REQUIREMENTS SEE 771 APPROVED EQUAL PLANS WITH BAFFLES) *PROVIDE WATER-TIGHT SAND LAYER TO =III SEALS PIPE LAYOUT PER PLAN FREE DRAINAGE MATERIAL EXTEND BOTTOM OF SAND FILTER SEEPAGE BED 20, (18" MIN.) III IIIIIIIII-III 3.0'= IIIIIIIIIIII T MIN. OF 2' INTO FREE DRAINING SOILS GROUND WATER ASTM C-33 SAND -1 IITII -MIN. IIIIIIIIIIIIIII1 (- PLAN VIEW OBSERVATION WELL #2 1 1=1 1-1 1 I 1 1-1 �_� = III - ' SEASONAL HIGH GROUNDWATER (SHGWE) CONTT. GROUND WATER 12" PRE-MANUFACTURED PERFORATED ADS N-12 OBSERVATION WELL WITH NOTES: PVC ASTM D 3034 PIPE OR APPROVED EQUAL. METAL CAP AND LOCK 1500 GAL. 90" PERFORATIONS ON TOP (1/2 OF PIPE ONLY) 1 . CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND PERFORATIONS VALLEYS OF CORRUGATED PIPE 5 5 EACH. SHALL VERIFY AL MATERIALS LOCATION AND SIZE. CO PROVIDE GRADE RINGS ��0% 4S AS NECESSARY 2. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO (12" MAX.). SET FLUSH SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM WITH FINISH GRADE. (FG) , _ OF 3' CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ��T�%�%� ��7��x�� - GROUND WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANY IL RIM=A / / // // // // // // // // // // // // // // // // // // //�//�//�//�/ //�//�//�//�//�/j - /��/��/��TiT � � � ;2X\�� /�� INFILTRATION FACILITY. z_ ��j��j��j��j��j��j��j��j��j��j��j�� j��j��j��j��j��j��j��j��j ��j<�j�� ;� /j/��j/\�j/��j/��j/��j/��j/��j/��j/��j/��/��j/��j/��j/��j/��j/��j/��j/�� /��j/�� 3. CONTRACTOR SHALL ALLOW THE OWNERS GEOTECHNICAL ENGINEER TO a- / / / / /�/�/�/�/�/�/�/� /�/�/�/�/�/�/� /�/�i TEST THE PERCOLATION RATE AT EACH OF THE SEEPAGE BEDS PRIOR TO ��/��/��/�� /��/�� INSTALLATION. BEDS WILL BE RE-DESIGNED (BY PROJECT ENGINEER) TO W // // // //�//�//�//�//�//�//�//�//�//� �/�/�/��/�� /� MATCH THE PERCOLATION RATE IF THE VALUE IS LESS THAN THE LISTED o TOP OF SYSTEM (T)TOP OF PIPE PERCOLATION RATE. INV. OUT = D 0 0 0 0 0 0 0 0 OPF0 0_0 0 0 o o 1 .5"-2" WASHED 4. CONTRACTOR TO EXCAVATE 3-FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND 1800' a �N� \ zo DRAIN ROCK WATER PRESENT. � 4 III 5. DRAINAGE CONTRACTOR SHALL INSTALL 4„ SCH 80 WATER CLASS PIPE CONDUITS (AS NEEDED) THROUGH THE TS 12 SOLID WALL PVC F� II III F =III _ VARIES SEEPAGE BEDS FOR WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES, AND TELEPHONE LINES. EXTENDED 5'' INTO DRAIN ROCK gp. �\ (D) THE PRECISE LOCATION, DEPTH, AND SIZE SHALL BE DETERMINED AT THE PRE-CONSTRUCTION CONFERENCE OR BY THE ENGINEER. n� INTO D 3034 PIPE . • Uj PROFILE VIEW -III III- BOTTOM OF ROCK (B) ( IIIIIIII 3 SEEPAGE BED TYPICAL CROSS SECTION III 1 C0001 SCALE: NOT TO SCALE z 18" MIN. DEPTH uJ = -III HAS C-33 SAND BOTTOM OF (BS) H IIIIIIIIIIIIIIIIIIIII-III MIN. 1 - 1 .0' MINJLL U EXCAVATE MIN. 2' INTO FREE III III III III III OZ DRAINING SANDS AND GRAVEL -III III1 � 1I 1=1 1=1 III- (TYP.) -III SEE NOTE 4 SEASONAL HIGH GROUNDWATER SHGWE FOOTPLATE METAL CAP WITH LOCK z 00 0 FINISH SURFACE Q U PROFILE VIEW � =1 T I=ITI I I / I=ITI=ITI= ��y II // / IITII Z LL IIIIII /�o \ II= Q TOPSOIL OR z IIIIII / o IITII a S&G TRAP SCHEDULE INFILTRATION TRENCH SCHEDULE �I=„� ° o �IIII AGGREGATE O a BOTTOM VOLUME SAND SAND SAND Iiiill ° ° Iillli S&G TRAP S&G BAFFLE INV OUT BAFFLE TOP LENGTH WIDTH DEPTH BOTTOM GROUND VOLUME li=l =i TRAP RIM A INV IN B WEIR C2 SPACING SEEPAGE FINISH GRADE SAND INF RATE REQUIRED LENS LENS LENS -iiI & TRENCH SIZE C1 D TS Ii=I ° I- BED (FG) SYSTEM (L) (W) (D) ROCK (18" MIN. WATER IN HR SOILS FTs PROVIDED LENGTH WIDTH DEPTH ( ) ( ) IIITII (III SG-01 1500 2578.00 2572.35 2572.15 2571.65 2572.00 20" (T) (FT) (FT) (FT) (B) (BS) (SHGWE) (100YR)+15% (FT ) (FT) (FT) (FT) FILTER IITII ° 1 E -II - ��OKAt 1 2578.29 2577.29 64.00 30.00 9.00 2568.29 2566.79 N/A 8.00 POORLY 6880 6880 64.00 30.00 1.50 FABRIC iilli °°F ill GROUND WATER OBSERVATION �a4�ti�'�STER�1yFrn GRADED Iliill ° ° IITiI WELL �5.19.2020 GRAVEL W/SAND IIIIIIIII 13073 IIVII N NOTES: UNDISTURBED =,II ° (III lA q Pz Till O F MATERIAL �o P� I;=I ° =� SU 1 . CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND T N D�� ° III- SHALL VERIFY ALL MATERIAL LOCATIONS AND SIZES. NOTES: IIIIII IITII 1 . DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH SEEPAGE TRENCHES FOR llTII o ° IITII WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED iIl IITII © 20�9 ALL RIGHTS RESERVED IN 6" DIA. SCH 80 PIPE THROUGH SEEPAGE TRENCHES. THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINED iIII�Ii ill 1 OIL & SAND SEPARATOR DETAIL AT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER. IIIIII ° ° ° IIIIII FOR PERMIT C0001 SCALE: NOT TO SCALE 2. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR iI! I-II° III!I�II! REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MIN. CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE o II Iii=lil ITI=TIITI� SEEPAGE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. _I PIPE EXPOSED TO DRAINAGE 5.19.2020 3. ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUND CAP. SAND TO BE WRAPPED WITH DRAWN BY I SICKLES CHECKED BY I SUNDERLAGE 4. CONTRACTOR TO EXCAVATE TO DEPTH RECOMMENDED IN GEOTECHNICAL REPORT, & BACKFILL IN COMPLIANCE WITH GEOTEXTILE, TYPE I REVISIONS GEOTECHNICAL REPORT RECOMMENDATIONS. SEE MTI GEOTECHNICAL REPORT B170608G DATED MAY 19, 2019. FOOTPLATE (ISPWC SECTION 2060) 5. LIMESTONE BASED GRAVEL WILL NOT BE ACCEPTED. / E IDIAN* NOTE: OBSERVATION WELLS SHALL BE CONSTRUCTED TO THE 6. WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER, CONTRACTOR DEPTH SHOWN ON THE TRENCH PROFILE DETAIL. MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 7. BOTTOM OF SAND LAYER IS MINIMUM EXCAVATION. 4 MONITOR WELL DETAIL 2 INFILTRATION TRENCH DETAIL cuool SCALE: NOT TO SCALE C0001 SCALE: NOT TO SCALE UTILITY DETAILS sobrien Jun 042020 CU004 1111. .1J�RR�fPIWI Ifk\VL�11�8®11ffi7im11 �5�(AA nmaumit-Ullx�nk( I j it @P2(/JP@iV�J��Ih�tIFl Ydm lnuatfrarm@ar�ai�VPIII V®11ffi7®11 QV7 uTnoi T IRILmmys Co oo�i �� S\ BS \ \�S _ ��J_ � is \ / /�_ ® ®® \�I �% % \ �•�II'�//%' \ i� // ,,Ilq//� I \ IIRIIri�\ ® �� ®I v _ S \ ��- ��j l\A V lam// A /l\A`��\��1 A\V /; II L^ — — — — l ® ®® ® % \�y'� I�� \�®� �� 1\i11��\l�j I_ �_® ® I® I ¢ R C P P PI - -��_ � �� 7_� �� , ��- - �� - - - - - ® - P , v�, ® ® ,�li� ��/vv�, I o LEGEND. -2ya - - �I °® I� APPROXIMATE QUANTITY SUMMARY Cush I 9582 �` j® I SF SF SILT FENCE SEE DETAIL THIS SHEET _ _ 2582- - \ '\ �/� LINEAR FIBER ROLL oo, s �'•® = \/ - - - - - - - - - - - ,//illy .® 9 \ T - T - —T 1 I T — r - - - -T — r r '� —\\ ®I I IIII II�I� — — PROPERTY BOUNDARY / \$ SILT FENCE 1,000 LF - �T1, _ T _ / T-- -.. � �T �eA 1�VA�� Terrel ® I N CONSTRUCTION FENCE 2581- - - - / � rV�zm � Il� p � � 6 \ // \ \ I 4 EARTH DIKE&DRAINAGE LOD LOD LIMITS OF DISTURBANCE III 11 I vT' PROPOSED BUILDING -2579-_ - - - - \ - -2580 - - - \iI � I I re, Gr N E �4 SWALE 5376 SF wO 2s81 _ l RIP RAP DIRECTION OF EXISTING OVERLAND FLOW Cushingterrell.COrrl it I t '_` 0 30' 60' HYDROSEEDING 800.757.9522 ®�®j STABILIZED CONSTRUCTION INLET PROTECTION SEE DETAIL THIS SHEET �I SCALE:V=30' ENTRANCE 2 EA i 4J - - cn \ I q e; H�RR�CKS 0 O 7 I _ _ - _ STABILIZED STAGING AREA PORTABLE TOILET CONTAINMENT Ill, '!�1 i ` CONCRETE WASH OUT 1 EA E�N E E R 5 11 � � � 1 � � �I I I I . ` ATF I SEDIMENT BASIN ® JOBSITE DUMPSTER i IIw w 1 rn A A I �\ � i I � y WHEEL WASH 2 EA INLET PROTECTION 6 EA CONCRETE WASHOUT AREA CHECK DAM LIMITS OF DISTURBANCE ±1.5 AC STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL 1 I t s THIS SHEET I PROJECT ACRES ±1.5 AC -I -I p I I J cn� 5 m / 11 rn O I I II KEY NOTES: I 1 3 w w w w l W, 5 �� TEMPORARY SEDIMENT FENCE, PER DETAIL IDEQ BMP 36 \� // � EROSION AND SEDIMENT CONRTOL NOTES: I r ,, �2 CONCRETE TRUCK WASHOUT PER IDEA BMP 13 1) BMP NEEDS FOR STORM WATER RUNOFF FOR A o\III/ w w — w 2s>> � I I PARTICULAR AREA WILL BE DETERMINED WHEN A �'.n a LOD p, �� `/ ®0 /v�� = 1 I �3 WHEEL WASH PER IDEA BMP 11 NEW STRUCTURE IS PROPOSED FOR // CONSTRUCTION. 1 Fr_ 40� 40� I TEMPORARY CONSTRUCTION ENTRANCE IDEQ BMP 5 2) IT IS NOT INTENDED FOR THE SITE TO RECEIVE p 0 17 I ANY ONCOMING FLOW FROM OUTSIDE SOURCES -' � INLET PROTECTION NOT CONTAINED IN EXISTING FLOW STRUCTURES. ° 3) FIELD MARK LIMITS OF DISTURBANCE FOR �� DUMPSTER & CONSTRUCTION DEBRIS APPROVAL BY LOCAL AUTHORITY AND OBTAIN �- - - - O Pi 3 4 APPROPRIATE STORM WATER MANAGEMENT " - I , I PORTABLE TOILET PER IDEQ BMP 14 PERMIT. o I 4) INSTALL SILT FENCE AND/OR ENVIRONMENTAL O FENCE AROUND PERIMETER OF PROJECT AS 0 INDICATED ON THIS PLAN SHEET. co '!j / V`�I'4�'��, Cr 5) INSTALL SEDIMENT CONTROL MEASURES - - v �4 I'll I c \/� i Uj \ _ - I - INDICATED IN ALL EXISTING STORM DRAIN INLETS N ADJACENT TO THE CONSTRUCTION SITE. 1 � EROSION AND SEDIMENT CONTROL 6) CONTRACTOR WILL BEGIN DEMOLITION, GRADING, CONSTRUCTION NOTES EXCAVATION, AND CONSTRUCTING SITE UTILITY - - ,ter J II I IMPROVEMENTS AS NEW DRAINAGE ELEMENTS OD �,,I� I I N ICDO ADDITIONAL SILT FENCE SHALL BE INSTALLED TOCr ARE COMPLETED, CONSTRUCT SEDIMENT V PROTECT THE RIGHT-OF-WAY IF EXCAVATION PROTECTION AT ALL NEW INLETS. ACTIVITIES IMPACT EXISTING CONDITIONS WHICH ) - � 7 AREAS DISTURBED BY CONSTRUCTION ACTIVITIES COULD ALLOW STORMWATER RUNOFF TO CARRY �ll,��\\ IIII/ \ WILL BE STABILIZED WITH NATIVE GRASS 1 v � I SEDIMENT INTO THE RIGHT-OF-WAY. MATERIAL OUTSIDE THE STREET RIGHT OF WAY -n I Ibul AND PAVEMENT AREAS OF PARKING AND - 25I I 5 I n O INSTALL TEMPORARY INLET PROTECTION AT STORM Uj \ 2 DRIVEWAY AREAS. SITE STABILIZATION OF AREAS 7_ , . I I J \\� '�d,�� \\ I I/'�� I � I � 4 DRAIN INLETS 2 BAGS HIGH PER IDEQ BMP31 ALL DISTURBED BY CONSTRUCTION ACTIVITIES TO BE .� p I l e\i \ SILT TO BE REMOVED REGULARLY vv COMPLETED WITHIN THE NUMBER OF DAYS �I � n 0 �v Iv i \ U) - OUTLINED OF FINISHING AN AREA TO THE FINAL ' I\ °\\Illlllyl \\111/ �� \ STABILIZED CONSTRUCTION ENTRANCE PER IDEQ z LINES AND GRADES INDICATED ON THE GRADING BMP 37-39 AT ENTRANCES AS SHOWN. PLAN. L.L. „\ \ 8) LANDSCAPE ESTABLISHMENT, REMOVE \� \ O CONSTRUCT SILT FENCE/PRESERVATION PER IDEQ TEMPORARY MEASURES AND CLEAN STORM �r p \ I \\I I \ �\ BMP 63 68 DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO O \ \ PROJECT OWNER. U 0/ Y W - - / %I \ \ 9) DISCHARGE FROM THE SITE WILL BE DISAPPATED Z /,�� s THROUGH OVERLAND SHEET FLOW AND IN A IIII 6 \� -2576- - _ _ _ , / � � / TEMPORARY INFILTRATION BASIN. 10) THE BMPS AND SITE WILL BE MONITORED Z O REGULARLY, ANY ADDITIONAL BMPS THAT ARE O O NEEDED WILL BE DETERMINED DURING REGULAR 2 -is �S %1�,1,\ \ \ NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION. INSPECTIONS AND INSTALLED ACCORDING TO Q U ® ® '° v \ SPECIFICATIONS. \ 11) COORDINATE TIMING OF SWPPP WITH MOB CONTRACTORS. - - llkN Q r - T - r _� _ _ - r - r w , h�luA` rs A DISTURBED AREA = 1.67 ACRES C) U) q�lplllir� m q A A�\ sy, I / NOTES 6''M - ' LLI _P _ P _ P - PI P _� P _ P r_ 3 4 /�uli�uvA�`` VAIIII% v A �V 1. CONTRACTOR SHALL PROTECT CONSTRUCTION 2 U a - - �_ \ \ FENCE AT ALL TIMES DURING CONSTRUCTION. IF AT / \ ANY TIME THE FENCE NEEDS TO BE REMOVED OR RAW R/W I +R. _ LOD L \ ADJUSTED, A TEMPORARY PROTECTIVE MEASURE Ss\ TO ENSURE PEDESTRIAN SAFETY AROUND THE SITE �P1AI IS INSTALLED. FENCE OR EQUAL SHALL BE 4�55G�ST rR Gf� REPLACED DURING ALL TIMES OF OUTSIDE OF IISI4 fi fi CONSTRUCTION HOURS. 5.19.2020 F� BMP:Concrete Waste Management '►i NOTES: 2. CONTRACTOR SHALL COMPLY WITH IDAHO STATE N� 073 1. LOCATE PORTABLE TOILETS IN CONVENIENT DEQ REQUIREMENTS FOR DUST SUPPRESSION .p .9 Q`Z p� T LOCATIONS THROUGHOUT THE SITE. DURING CONSTRUCTION WHICH INCLUDES O8 E OF [oxrw�[HI OBJECTIVES SSs0 IMPLEMENTATION OF "REASONABLE PRACTICES" TO SUNDE�� r,i'�aouND Nausekeepingl3ra�fices QP GG� 2. PREPARE LEVEL GRAVEL SURFACE & PROVIDE MINIMIZE AIR BORN CONTAMINATES FROM SITE. €ocoaesafromrleores7 • Contain waste CLEAR ACCESS TO THE TOILETS FOR SERVICING MAY REQUIRE WATER SUPPRESSION, MISTING zlro'noae hr�a- idli.nmze Disturbed Areas • Stabtf¢eIaiaurbedAreas PQP ® & FOR ON-SITE PERSONNEL. SCRUBBERS, ETC.) ALL RIGHTS RESERVED n• Protect MopeVChanels © 2019 • Contra I tePedmeter 3. CONSTRUCT EARTH BERM PERIMETER SEE �o • ControllntemolJ7asion ( 3. ALL OFF-HAUL OF MATERIAL SHALL BE FOR PERMIT EARTH BERM BARRIER INFORMATION SHEET) ACCOMPLISHED THROUGH A SUBMITTED TRAFFIC CONTROL FOR SPILL PROTECTION LEAK (OR CONTROL PLAN ALLOWING LOADING AND PROVIDE SECONDARY CONTAINMENT, I.E. DRIP UNLOADING OF VEHICLES IN TRAVEL WAYS. PLAN Neentorte �3 PANS). SHALL BE APPROVED BY CITY OF MERIDIAN AND Prevent or reduce the discharge of pollutants to storm water cram concrete waste s� bycor.duciingwoshoutcff-site,perfcrmingonsrtewashoutIna designated area. 'IS RADIUS = 25' MIN. CCDC PRIOR TO DEMOLITION. 5.19.2020 and trainrnQemptoyees and subcontractars. w u..i 3. \�\\ DRAWN BY I SICKLES r,r��sa..�uav rxr / fSPPlICAIIONS: n.dr.usiclnEnplm 1d 11. .. 50' LONG BY 20' WIDE J\��F E1'S CHECKED BY SUNDERLAGE .urLr r,��.n�_a.n wam an 7}�stechniqueisapplicacietoalltypesofsihes. ''"y'� ""F '""I" O O GG� 4. TRASH BINS SHALL BE PROVIDED FOR PLACEMENT 3-6" CLEAN ROCK, P� REVISIONS \O Y MAY �S OF CONSTRUCTION DEBRIS REQUIRE GOVERNINGEOTEXTI RETFABR C TO IN STAifA710Nr+APPLCAiFi7H CRITERIA: w uyiaox Storsdryandwetmote7idsundercgver,awayfromdralnageareus. rr•,„.� PREVENT SUB-SOIL PUMPING. P 5. CONTRACTOR SHALL SWEEP CLEAN ANY DEBRIS OR Avoid rnbang excess amounts of fresh concrete or cement on-site. Mom—I MITCn la I.r.m.h, *"w Xun Perform washout at concrete trucksatf-site or indeugnated areas only. %6 13A SEDIMENT FROM ALL PUBLIC HARDSCAPES Do not wash out concrete trunks into storm drains,open ddches,streets,or °�iL...,...ui r x..i. aI.Yd Ml ' •I.v..r..Rinilrwl-M4LYJa• streams. SUBGRADE REINFORCEMENT 8.. GRAVEL PAD (SIDEWALK, ROADWAY) FOLLOWING ANY ❑Do not allow excess conaetetnae dumped on-site.except in designated GEOTEXTILE, AS REQUIRED MIN. SIGNIFICANT SPILLING OR TRACKING AND AT A When washing concrete to remove fine particles and expose the aggregate. TARGETED 1`0LLvrvm DEPTH MINIMUM AT THE END OF EACH CONSTRUCTION DAY. avcid creating runoff by draining the water within a bermed or Level area. [See Earth Berm Barrier information sheet-J ■sign Impact Tiarn employees and subcontractars in Proper concrete waste management. M�tl.,m __`c- 6. ALL HAZARDOUS MATERIAL THAT IS TO BE LtmrmnoNS. J wortr yawn Impact TRANSPORTED SHALL BE LOADED OR UNLOADED IN Off-qte washout of concrete wc_tes may notalwaysbeoossible. amen. PORTABLE TOILET DETAIL A CONTAINED AREA THAT IS CAPABLE OF r` E rtltRlHT€HANCE: RESTRICTING CONTAMINATION OF SURROUNDING tatic hl¢teLaoh InspectsUbcontroc#orsioensureihatconcretewasteswebeirgpropery OiIScre65e 1. USE 2 STAKES PER BAG. STAKES MAY BE OMITTED IF BAGS ARE PLACED ON PAVEMENT SURFACE. AREAS. MITIGATION PLAN SHALL BE PROVIDED FOR managed. Roatabe Mar MLS If usirlg a temporary pit,dispose hardened concrete on,3 regular basis. ow�wm e ImPEEMEmAnoNREQUIREMENS 2. OVERLAP ALL BAG JOINTS 6". ALL POTENTIALLY HAZARDOUS MATERIAL SPILLS. EROSION & SEDIMENT a&.� COOO- 7. SOME EROSION CONTROL MEASURES HAVE BEEN CONTROL PLAN 3. AREA DRAIN MAY BE SUBSTITUTED FOR PREFABRICATED FILTER INSERT WHERE APPROVED BY ENGINEER.-i nnonce ESTABLISHED DURING EARLY DEMOLITION WORK. T • r.3ir. g CONTRACTOR SHALL TAKE RESPONSIBILITY OF ALL ■ z, EROSION CONTROL INCLUDING THE EXISTING MEASURES. CP001 11t.2z.1r9W12 W 11 "11=9,,u1049704MEWAParampamtl-LU6 CareWr nl '02 CAM20 SWW IRI"Zw,,s0 tBiI� zi u�ua�ul®n��n �_ CONT OLLIPLLtual.elmr9 J J D Q cC C� Z C� BAER Lou greg@baerdg.com US HWY 20126 Ph. 208.859.1980 EP PLANT SCHEDULE DECIDUOUS TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS 21 Fraxinus pennsylvanica `Cimmzam` TM 2" CAL. B&B 50`X30` Cimmaron Ash 14, = r � _ -0 p - P - P - P - - P 5.19.2020 ' P EVERGREEN TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS LA-16848 � \ 1 —EM 8—HA 12 Pinus nigra `Frank` 6`-8` B&B 10`x4` ��i��NDscAP� 0 9—HO 6—Ls T r T + Dwarf Columnar Austrian Pine 0 O FLOWERING TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS o RECEPTACLE/ASH UR LOCATION 3 Pyrus calleryana `Capital` 2" CAL. B&B 35`X15` Class I Pf2-5 O Capital Flowering Pear CG-4 7—H' 4—PH HO J6 s• 0 z oCz ENCH s • s s 1 ` • • LOCATION SHRUBS QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW s p IKE RACK LOCATION + 4 Chamaecyparis pisifera Golden Mop` 2 GAL. 3`X3` (2 STALLS) EM a Golden Mop Threadleaf False Cypress • 3�_SG I I Hs2— 31 Euonymus fortunei `Moonshadow` TM 2 GAL. 3`X5` 6—Hs2 r �+ Moonshadow Euonymus 1 —EM 72' 2 TREES REQ. 8 Hydrangea arborescens `Abetwo` 5 GAL. 4`X4` 2 TREES PROVIDED Incrediball Hydrangea ® ^, 2—PC 8 Hs s2 8 I 7 Hydrangea paniculata `Jane` 5 GAL. 4`X4` 4--' W L D 4 SG SG 4 O Little Lime Hydrangea Cz ,d 1 EM EM 1 0 Z 20 Juniperus Scopulorum `Blue Arrow` 6`-8` B&B 12`X3` U O O n Blue Arrow Juniper O 7 Ligularia stenocephala `Little Rocket` 2 GAL. 3`X4` o Little Rocket Ligularia CIO C L 1• s. . TRASH ENCLOSURE, UTILITY BOXE z CZ PER ARCHITECT r ::�E 44 Spiraea x bumalda `Goldflame` 2 GAL. 3`X3` 20 JB CK 19 Goldflame Spirea <O^ O 8 Fa2 Fat 2 O p ANNUALS/PERENNIALS Qom' BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW 2 E SM 3 15 Hemerocallis x `Stella de Oro` 1 GAL. 1 `X2` Stella de Oro Daylily 82 Hemerocallis x `Strawberry Candy TM 1 GAL. 1 .5`X1 .5` Op Strawberry Candy Daylily v 10 Hosta x `Fire and Ice` 1 GAL. 1 `X2` 20'X10' DRIVEWAY Plantain Lily Cz PL PL E IVr-,r_PL PL CLEAR VISION PL � FS21-2 TRIANGLE EM5 GRASSES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW I i PH 1 Hs2-3 3 p 19 Calamagrostis x acutiflora `Karl Foerster` 1 GAL. 4`X2` ' G �O Feather Reed Grass Fat 2 00•%k J Hs2-8 O + 1., p 13 Panicum virgatum `Heavy Metal` 1 GAL. 4`X2` Blue Switch Grass s GROUND COVERS QTY BOTANICAL / COMMON NAME s• •f I 5,259 sf Turf Sod Rhizomatous Rhizomatous Tall Fescue s 1 BEM EM-1 LANDSCAPE MATERIALS CIO DEVELOPER LANDSCAPE ARCHITECT 2 SG Fa2-1 3 Hs2 Hs2-3 LANDSCAPE RECEPTACLE/ASH BVA DEVELOPMENT, LLC. BAER DESIGN GROUP, LLC. BOULDER (2'-4'), ® URN, SEE DETAIL 2775 W. NAVIGATOR DR. 10674 N. SAGE HOLLOW WAY �^I�, SEE DETAIL 5/L1.1 6/L1.1 SUITE 220 BOISE, IDAHO 83704 W MERIDIAN, IDAHO 83642 CONTACT: JOSH RENNAKER CIO Q 6' BENCH, BIKE RACK, SEE PHONE: 208-616-1050 208-867-5983 ._ CIO P PL © SEE DETAIL 2/L1.1 _ CIVIL PLAN FOR —0 (� DETAIL L T Sc 4 1 ♦ LANDSCAPE LEGEND Hs2 8 O•� EM-3 s EM 7 + + SG-1 STREETSCAPE/FUTURE PAD SITE BY Hs2-3A O s � OTHERS �--+ 55' s ' .Y 2 Sc 1 TREE REQ• a LANDSCAPE REQUIREMENTS: �= ^^ 1 Fa2 1 TREE PROVIDED + 40'X40' ( , 0. 3'Hs2 t � Per Meridian City Code; Title 11 UDC. v CLEAR VISION PC' TRIA E AREA REQUIREMENT PROVIDED i _ _ — P STREET TREES N/A Q T T ADJOINING USES BUFFER N/A I4s2— R�, RES. SUBDIVISION TREES N/A �_1 �/� / COMMON OPEN SPACE N/A C J — P P � EM-1 COMMO TREE MN LOTS /MITIGATION NA LOIDUj 20'X10' DRIVEWAY / CLEAR VISION TRIANGLE — — — evisions R/W- R W SHORT PLAT LANDSCAPE PLAN o so 60 Project Name: 19044 Scale 1 If = 301 -0" Drawn by. JR Checked by. JR Date: 5.19.2020 Sheet No.: L 1 0 J J D Q cC 0 Z C� BA E R o greg@baerdg.com Ph. 208.859.1980 I0I 5.19.2020 8„ BARK MULCH AT LA16848 TURF PLANTER BEDS MARK THE NORTH SIDE OF THE TREE EACH TREE F B PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLEATTHE TOP ��i��N�scap IN THE NURSERY, AND ROTATE TREE �0111 \� TO FACE NORTH AT THE SITE WHEN EVER OF THE ROOT BALL. TREES WHERE THE TRUNK l III 11=III 4�=11175• POSSIBLE. FLARE IS NOT VISIBLE SHALL BE REJECTED. I I II I II 11= DO NOT COVER THE TOP OF THE ROOT , I=III III- BALL WITH SOIL. 1-III=III III''-'I -III -III-30•-III I -I 11„=I I El I I-I I E I' III rtr;I'' TOPSOIL FINISH GRADE -III.;IIIIIIIil�lll= .�l-ll^= GENERAL LANDSCAPE NOTES - AGENCY SUBMITTAL SET TOP OF ROOT BALL 1"-2" HIGHER ENSURE POSITIVE DRAINAGE AWAY FROM TREE CUT EDGE O 1 . CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND THAN ADJACENT GRADE IN LOAMY TRUNK NND ROOT BALL. DO NOT INSTALL EDGING DETAILcz OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO SOILS AND 2"-3" HIGHER THAN - CONSTRUCTION. CONTACT DIG LINE, INC. ® 1 .800.342.1885. PROVIDE ADJACENT GRADE IN CLAY SOILS. „ 4 ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED 8 REMOVE ALL TWINE, ROPE AND WIRE, AND NTS TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK OPERATIONS 3" DEPTH MULCH. DO NOT PLACE BURLAP FROM TOP HALF OF ROOT BALL AT CONTRACTOR'S EXPENSE. MULCH IN CONTACT WITH TREE TRUNK. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN THE ROOT BALL, CUT THE WIRE BASKET IN FOUR STANDARDS FOR TYPE AND SIZE SHOWN. TAMP SOIL AROUND ROOT BALL PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. BASE FIRMLY WITH FOOT PRESSURE PLACE ROOT BALL ON UNEXCAVATED 3. ALL TOPSOIL TO BE AMENDED AT A RATIO OF 3 CU. YDS. OF ORGANIC SO THAT ROOT BALL DOES NOT SHIFT. OR TAMPED SOIL. MATTER PER 1000 SQ. FT. ROTO-TILL ORGANIC MATER INTO THE TOP 6 INCHES OF TOPSOIL. NOTES: 1. DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN AND W 4. ALL SHRUB BEDS SHALL HAVE A MIN 12 INCHES OF TOPSOIL, ALL DEAD BRANCHES. DO NOT PRUNE TERMINAL BUDS OF BRANCHES EXTENDING TO THE CROWN. L PLANTER ISLANDS SHALL HAVE MIN 12" TOPSOIL AND ALL LAWN AREAS 2. WRAP TREE TRUNKS ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. SHALL HAVE MIN 6" TOPSOIL. SPREAD, COMPACT AND FINE GRADE SMOOTHLY TO 3 INCHES BELOW THE SURFACE OF WALKWAYS AND CURBS. 3. STAKE TREES AS NECESSARY. STAKES MUST BE REMOVED WITHIN 12 MONTHS OF PLANTING. 3/4- 2/3 FINISH GRADE 5. FINISH GRADES ARE TO BE SMOOTH WITH POSITIVE DRAINAGE IN TREE PLANTING DETAIL unburied MULCH ACCORDANCE WITH THE GRADING PLAN. (z 1 NTS II��III�III� I�IIIII�IIII 6. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF 1/4- 1/ III=III III-III-II=III 11=III=1 ROCKS LARGER THAN 2 INCHES , WEEDS, ROOTS, GRASS, OR OTHER buried III-III: ( ) III=1 11=1 11=1 I 11= FOREIGN MATERIAL THAT IS HARMFUL TO PLANT GROWTH. TOPSOIL SHALL - 1=III=III=III=III= HAVE A P H O F 5.5 TO 7.0. I=111=1 11=1 11=1 11=1 11=1 I I=1 I I=111=1 I=111=1 11=1 11=1 11=1 11-1 11-1 11-1 I `► ?` _ _ _ _ _ =1II-III=III=III=III- IIIIIIIII1111111i111111111...1��I11��111; 7. WHERE POSSIBLE, RE-USE EXISTING SURFACE TOPSOIL FROM SITE. VERIFY �K1:�hr_.i,,. TOPSOIL WILL MEET THE REQUIREMENTS AND AMEND AS NECESSARY.' w. ' IMPORT WHEN EXISTING TOPSOIL QUANTITIES ARE INSUFFICIENT. ., ;• ,� �', f -. - { ' ti �► - BOULDER PLACEMENT DETAIL 8. IF IMPORTING TOPSOIL FROM OFFSITE, OBTAIN FROM LOCAL SOURCES 5 THAT HAVE SIMILAR SOIL CHARACTERISTICS TO THE PROJECT SITE. NEW x t A. „ ^ NTS TOPSOIL MUST BE FERTILE, FRIABLE, NATURAL LOAM, REASONABLY FREE '' � `' TIC OF SUBSOIL, CLAY CLUMPS, WEEDS, ROOTS, STONES LARGER THAN 1 `` INCH. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, � cz FERTILITY AND GENERAL TEXTURE. COPIES OF THE TESTING AGENCY'S vvM - *. _ FINDINGS AND RECOMMENDATIONS SHALL BE SUBMITTED TO THE _ •� LANDSCAPE ARCHITECT. _ 9. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH 3/4" MINUS BLACK NOTES: AND TAN PERM-BARK ROCK MULCH. INSTALL A PERMEABLE FABRIC WEED BARRIER UNDER ROCK MULCH. IMPERMEABLE PLASTIC WEED BARRIERS -- 1. 140 SERIES BENCH. BLACK ARE PROHIBITED. STAPLE ALL EDGES 10' MAX. - 2. BLACK POWDER COAT FINISH. - -�_ 3. INSTALL BY ANCHOR BOLT IN CONCRETE SURFACE AS PER 1�I 10. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. MANUFACTURERS RECOMMENDATIONS. 11. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT CONSENT FROM THE BENCH _ LANDSCAPE ARCHITECT. 2 - NTS NOTES: � 1. DUMOR 148-32SH-FTO `V 12. CONTRACTOR SHALL STAKE ALL TREES NECESSARY TO PREVENT THEM 2. BLACK POWDER COAT FINISH. _1_-_j FROM BEING BLOWN OVER. 3. INSTALL BY ANCHOR BOLT IN 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE CONCRETE SURFACE AS PER Q DATE OF ACCEPTANCE BY OWNER. CONTRACTOR SHALL REPLACE ALL MANUFACTURERS PLANT MATERIAL FOUND DEAD OR UNHEALTHY IMMEDIATELY WITH THE REMOVE DEAD/DAMAGED RECOMMENDATIONS. SAME SIZE AND SPECIES AT NO COST TO THE OWNER. BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF Q 14. FERTILIZE ALL TREES WITH 'AGRIFORM' PLANTING TABLETS. FOLLOW ARBORICULTURE Cz STANDARDS; IMPROPERLY MANUFACTURER'S RECOMMENDATIONS. PRUNED TREES (AS DETERMINED BY THE PREVAILING WIND DIRECTION U) 15. CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEAN UP OF ANY LANDSCAPE ARCHITECT) _ TOPSOIL OR OTHER DEBRIS ON SITE CREATED FROM LANDSCAPE SHALL BE REMOVED AND RUBBER CINCH TIE CONSTRUCTION OPERATIONS. REPLACED. GENERAL IRRIGATION NOTES - AGENCY SUBMITTAL ENSURE POSITIVE DRAINAGE 2" x 2" x 8" CEDAR STAKE -DO NOT J AWAY FROM TREE TRUNK PENETRATE ROOTBALL. SEE NOTE 1. 1 . ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR AND ROOT BALL. DO NOT SET STAKES PARALLEL TO PREVAILING TRASH RECEPTICLE (WITH ASH PAN) �--� SUBDIVISION PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON INSTALL EARTHEN SAUCER WIND - (� AREAS SHALL BE VIA THE SUBDIVISION'S PRESSURIZED IRRIGATION TO RETAIN WATER. „ NTS ^ SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND LANDSCAPING ALONG THE 3 THICK MULCH LAYER, KEEP MULCH 3 L.L FRONTAGE OF PRIVATE LOTS SHALL BE VIA METERED, POTABLE WATER REMOVE BURLAP, TWINE, _ AWAY FROM TRUNK AND THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. AND WIRE BASKET FROM i TOP 1/2 OF ROOTBALL, 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE REMOVE ALL NAILS, TIES, BACKFILL WITH SOIL PLANTING MIX. Q ONE HUNDRED PERCENT (100%) COVERAGE WITH HEAD TO HEAD AND PLASTIC FROM , .ti y SPACING OR TRIANGULAR SPACING AS APPROPRIATE. ROOTBALL. IF SYNTHETIC - - ♦^ BURLAP IS UTILIZED TO 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED WRAP THE ROOTBALL, IT FINISH GRADE PRECIPITATION RATES WITHIN EACH CONTROL VALVE. SHALL BE COMPLETELY REMOVED. ' ' y� REMOVED. ONLY - j 3 MIN. MULCH , � � 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER BIODEGRADEABLE BURLAP j. COMMERCIAL SLOW RELEASE FERTILIZERS - 11 SET TOP OF ROOT BALL HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE SHALL BE LEFT ON THE \\\ \ TABLETS FINISH GRADE '- 2" ABOVE FINISH GRADE ON THE SEPARATE ZONE OR DISTRICT FROM THOSE IRRIGATING TREES, BOTTOM OF THE ROOTBALL. �: SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. �� V� SET ROOTBALL ON NATIVE UNDISTURBED evisions 2x ROOTBALL DIAMETER SUBSOIL =IIII=IIII=I1 \\ram \\\ \� -IIII-1 ;- 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE ROOTBALL DIAMETER AMENDED PLANT PIT WITHx - I=III \\\ \\��\\ \\\\-\ III=III= OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, 3 DRIVEWAYS, AND PARKING AREAS. NOTES: BACKFILL =% \ \ ANGLED SIDES 17RE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR I IIII IIIIIII=IIII -IIII WARRANTY PERIOD. M = -IIII=IIII=III=IIII- FERTILIZER TABLETS Project Name: 19044 2. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. UNDISTURBED SOIL ROOT BALL Drawn by. JR SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 2 x ROOTBALL Checked by. JR 3. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. Date: 5.19.2020 CONIFER TREE DETAIL SHRUB PLANTING DETAIL Sheet No.: 3 NTS � NTS Ll 1 Horrocks Engineers 208-8952520 2775 W. Navigator Drive, Suite 210 Meridian, Idaho 83642 Certificate of Street Design Elevations Above Normal Groundwater Seal I, Rob Sunderlage , � � ' do hereby certify that I am a Professional Licensed Civil Engineer, licensed by the State of Idaho, Holding License# 13073 ' PP and that all street finished centerline elevations are designed to be a minimum of 3.0 feet 4W above the highest established normal groundwater elevation. Date 07/09/2020 Design Survey Information: Horizontal Datum: US State Plane NAD83/ Idaho West(1103); Modified to Ground Vertical Datum: NAVD88 Combined Scale Factor: 1.0001530134 Benchmark: 2577.83' Units: US Survey Foot Date of Design Survey: August 2019 Geotechnical Engineering Report Information: MTI File# B170608g Date of fieldwork: May 2017 Depth of groundwater: Groundwater was not encountered to a depth of 16.7' below ground surface