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Application Materials
Charlene Way From:clerk@meridiancity.org Sent:Monday, October 19, 2020 11:49 AM To:Charlene Way Subject:Development Application Transmittals - Movado No. 9 FP H-2020-0006 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Movado No. 9 FP H-2020-0006 Hearing Date: November 4, 2020 6:00 pm Assigned Planner: Joe Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to 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 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 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. 1 Hearing Date: November 3, 2020 File No.: FP-2020-0006 Project Name: Movado No. 9 Request: Final plat consisting of 34 building lots, 6 common lots, and 1 common driveway on 7.47 acres of land in the R-15 zoning district, by DevCo,LLC. Location: The site is located approximately 1/4 mile south of E. Overland Rd. on the west side of S. Cloverdale Rd.,in the E%of Section 21, Township 3N.,Range 1E.. Planning Division EI DIA `�T--l HEARING APPLICATION GAHO Type of Review Requested Final Plat File number: FP-2020-0006 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicantname: SOPHIA DURHAM Phone: Applicant address: 4824 W FAIRVIEW AVE Zip: 83706 Email: sophia@congergroup.com Owner name: Phone: Fax: Owner address: Zip: Email: Agent name(e.g.architect,engineer,developer,representative): SOPHIA DURHAM Finn name: Phone: Fax: Address: 4824 W FAIRVIEW AVE Zip: 83706 Email: sophia@congergroup.com Contact name: Phone: Fax: Contact address: Zip: Email: Subject Property Information Location/street address: Assessor's parcel number(s): S 1 1 21 141 955 Township,range,section: 3N 1 E21 Project Description Project/Application Name: Movado NO. 9 Description of work: Movado 9 Subdivision Final Plat Application 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0601 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED Single-Family Attached: CHECKED PROPERTY INFORMATION General Location: Overland Road & Cloverdale Road Current Land Use: Vacant Total Acreage: 7.47 Prior Approvals(File Numbers): H-2016-0112 ZONING DISTRICT(S) R-15: CHECKED PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 09/10/2020 Landscape Plan Date(MM/DD/YYYY): 04/20/2020 Percentage of Site Devoted to Building: 42 Percentage of Site Devoted to Landscaping: 43 Percentage of Site Devoted to Paving: 15 Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: NMI D Primary Irrigation Source: Ridenbaugh Canal Secondary Irrigation Source: City of Meridian Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 117176 Minimum Square Footage of Living Area(Excluding Garage): 0 Gross Density: 4.55 Net Density: 10.90 In Reclaimed Water Buffer: No PLATS ONLY Number of Building Lots: 34 Number of Common Lots: 6 Number of Other Lots: 1 Total Number of Lots: 41 I understand a secondary access is required and a separate easement application has CHECKED been applied for: Minimum Lot Size: 3200 Average Lot Size: 3910 Area of Plat: 7.47 Plat Date(MMIDD/YYYY): 09/10/2020 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Acres of Qualified Open Space: 2.69 Percentage of Qualified Open Space: 36 QUALIFYING SITE AMENITIES Additional 5%Open Space: CHECKED Walking Trails: CHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Sophia Durham 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 3 DEVCOU DEVELOPMENTREAL ESTATE September 28, 2020 Planning Division City of Meridian 33 E. Broadway Ave., Suite 102 Meridian, Idaho 83642 RE: Movado Estates Phase#9 Final Plat Application Dear Planner: Attached for your review and favorable consideration is the Final Plat application for the Movado Estates Phase#9. This phase of construction consists of 34 residential, 6 common lots and 1 common drive lot on approximately 7.47 acres or land in the R-15 district. Landscaped Common lots in the is phase equal 3.21 acres equaling 43.0%. Statement of Conformance: This final plat is in conformance with: (1)The uses and layout as shown on the approved preliminary plat; (2)The use requirements and provisions of the UDC; and (3)Acceptable engineering and surveying practices and local standards. Annexation Application: Approved Applications: AZ, PP—H-2016-0112 DevCo LLC respectfully requests approval of this final plat. This project will provide quality and desirable housing opportunities for Meridian residents. Thank you for your assistance with this matter, should you have any questions or require additional information please contact me at 208.336.5355. Sincerely, Laren Bailey, MRCP, PMP 4824 W. Fairview Ave. • Boise,Idaho•83706 208.336.5355 Movado Estates Residential Community Narrative Movado Estate Phase 9 is located near Cloverdale Road and Overland Roads. This phase is the final phase in the Movado Estates Subdivision. PROJECT AMENITIES With this development, a significant amount is invested in this property and a properly planned amenity package is critical to our success. We have researched, interviewed focus groups, and followed the city ordinance to plan the most beneficial amenities for this area and development. The amenity package is as follows: • Landscaped Open Space: Movado Estates exceeds Meridian's Common Open Space requirements with a total of 15%. o Total open space: 15.41 acres o Required open space: 10.27 acres • The Village Community Center • Movado Community Park: o Open Fields o Playground—the Community Park is designed with a robust playground area consisting of a climbing dome, swing set,tot lot play structure, park benches and a walking pathway. • Movado Community Center: o Pool o Pool Clubhouse o Parking Lot • Movado Natural Athletic Park o Climbing Boulder/Knob 0 6' High Berm with Boulders and Ground Cover o Tunnel Under Pathway 0 2 Play pits o Log Walk/Balance with Log Stump Jump o Log Bridge with Log Crawler/Climber • Movado Neighborhood Park: o Open Field o Playground—the Neighborhood Park has similar features as the Community Park but is located closer to the homes in this area of the community so children and parents will not have to travel too far to access the playground. The playground includes a climbing dome, swing set, play structure, climbing boulders, park benches and a walking pathway around the playground. o Water Feature • Picnic Areas • Regional and Neighborhood Pathways: o Regional Pathway along the Five Mile Canal as indicated in the City of Meridian's Comprehensive Plan Regional Pathways. Movado Estates—Phase 26 Final Plat DevCo LLC,Real Estate Development Page 2 o Footbridge over the Ridenbaugh Canal for the Reginal Pathway. o Neighborhood Internal Pathways to connect existing pathways through our development. Movado Community Common Landscaping L — ■ _ .. ,ram+ � *. .� ' + A& a � t ' Movado Estates—Phase#9 Final Plat DevCo LLC,Real Estate Development Page 3 Home Elevations Movado Estates—Phase#9 Final Plat DevCo LLC,Real Estate Development Page 4 Phase Location _ Phase " I - � • 4+ Rt _ r--- _ I Movado Estates—Phase#9 Final Plat DevCo LLC,Real Estate Development Page 5 DEVCOM DEVELOPMENTREAL ESTATE PROJECT AMENITIES With this development, a significant amount is invested in this property and a properly planned amenity package is critical to our success. We have researched, interviewed focus groups, and followed the city ordinance to plan the most beneficial amenities for this area and development. The amenity package is as follows: • Landscaped Open Space: Movado Estates exceeds Meridian's Common Open Space requirements with a total of 15%. o Total open space: 15.41 acres o Required open space: 10.27 acres • The Village Community Center • Movado Community Park: o Open Fields o Playground—the Community Park is designed with a robust playground area consisting of a climbing dome, swing set,tot lot play structure, park benches and a walking pathway. • Movado Community Center: o Pool o Pool Clubhouse o Parking Lot • Movado Natural Athletic Park o Climbing Boulder/Knob 0 6' High Berm with Boulders and Ground Cover o Tunnel Under Pathway 0 2 Play pits o Log Walk/Balance with Log Stump Jump o Log Bridge with Log Crawler/Climber • Movado Neighborhood Park: o Open Field o Playground—the Neighborhood Park has similar features as the Community Park but is located closer to the homes in this area of the community so children and parents will not have to travel too far to access the playground. The playground includes a climbing dome, swing set, play structure, climbing boulders, park benches and a walking pathway around the playground. o Water Feature • Picnic Areas 4824 W. Fairview Ave. • Boise,Idaho•83706 208.336.5355 • Regional and Neighborhood Pathways: o Regional Pathway along the Five Mile Canal as indicated in the City of Meridian's Comprehensive Plan Regional Pathways.Footbridge over the Ridenbaugh Canal for the Reginal Pathway.Neighborhood Internal Pathways to connect existing pathways through our development. Movado Estates—Phase#9 Final Plat DevCo LLC,Real Estate Development Page 2 � F7 i L 11 1 , E. OVERLAND ROAD a 0 r � a W a o C 0 o w o a > ~ 'o ° v VICINITY MAP SCALE: 1"=750' ADA COUNTY RECORDER Christopher D.Rich 2017-000985 BOISE IDAHO Pp=11 BONNIE OBERBILLIG 0110412017 04:14 PM TITLEONE BOISE $40.00 Recording Requested By and When Recorded Return to: C4 Land LLC 4824 W Fairview Ave Boise,ID 83706 Attn:Jim D Conger 5['/10E ASOVL+7'[[IS L[nG FOR gECOftf]1;3L'S IJS&C]hLY SPECIAL WARRANTY DEED For good and valuable consideration, the receipt of which is hereby acknowledged, Bienapfl Family Limited Partnership, an Idaho limited partnership, and B S B, LLC, an Idaho limited liability company(collectively, "Grantor"), do hereby grant, sell, transfer and convey to C4 Land LLC, an Idaho limited liability company ("Grantee"), whose address is 4924 West Fairview Avenue, Boise, Idaho 83706, and its successors and assigns forever, the real property described on the attached Exhibit A("Subject Property"); To have and to hold the Subject Property and all buildings and improvements thereon, together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining. Grantor hereby covenants with Grantee that the Subject Property is free from all liens, claims or encumbrances and that it will warrant and defend said Premises against the lawful claims of all persons claiming by, through or under it; subject, however to those liens, encumbrances and other matters listed on Exhibit B attached hereto and by this reference made a part hereof. EXCEPT AS SPECIFICALLY PROVIDED IN THE PURCHASE AND SALE AGREEMENT BETWEEN GRANTOR AND GRANTEE AND THIS SPECIAL WARRANTY DEED (COLLECTIVELY, THE "EXPRESS REPRESENTATIONS"), SELLER HAS NOT MADE, DOES NOT MAKE AND SPECIFICALLY NEGATES AND DISCLAIMS ANY REPRESENTATIONS, WARRANTIES, PROMISES, COVENANTS, AGREEMENTS OR GUARANTIES OF ANY KIND OR CHARACTER WHATSOEVER, WHETHER EXPRESS OR IMPLIED, ORAL OR WRITTEN, PAST, PRESENT OR FUTURE, OF, AS TO, CONCERNING OR WITH RESPECT TO ANY AND ALL WARRANTIES AND REPRESENTATIONS OF, AS TO OR CONCERNING MERCHANTABILITY, CONDITION, SUITABILITY, FITNESS FOR A PARTICULAR PURPOSE, WORKMANSHIP, HABITABILITY, ENVIRONMENTAL MATTERS OR COMPLIANCE WITH LAWS PERTAINING OR RELATED TO THE PROPERTY, EXCEPT FOR THE EXPRESS REPRESENTATIONS, ALL WARRANTIES AND REPRESENTATIONS, EXPRESS, IMPLIED OR ARISING BY LAW, CONCERNING THE. PROPERTY ARE HEREBY SPECIAL WARRANTY DEED- Z 0354;.000S.8574506.3 i DISCLAIMED AND WAIVED TO THE FULLEST EXTENT ALLOWED BY LAW. SUBJECT TO THE EXPRESS REPRESENTATIONS, BUYER ACKNOWLEDGES THAT BUYER IS ACQUIRING THE PROPERTY IN ITS CURRENT CONDITION, AS IS, WHERE IS. THIS PARAGRAPH SHALL SURVIVE THE CLOSING OR ANY TERMINATION OF THIS AGREEMENT.WITNESS THE EXECUTION HEREOF as of the _f r T �1'� day of January, 2017. Eienap:n Family Limited Partnership, an Idaho limited partnership: By: , L.— - _J/1. William P. Bienapil,Jr. ( f known as William P. Bienapfl), General Partner B S B,LLC,an Idaho limited liability company: By: ' William P.Bienapfl,Jr. (als own as William P. Bienapfl), Manager j SPECIAL WARRANTY DEED-2 o.3545 nnu R;74i;nr,z STATE OF IDAHO ) )ss. County of Ada f , 1 9Jr. do this day of January, 2017, before me, ��r "a Notary Public in and :For said state, personally appeared WilliamP. Bienapalso known. as William P. Bienapfl}, known or identified to me to be the general partner of the Bienapfl Family Limited Partnership, and the partner who subscribed said partnership name to the foregoing instrument, and ackmowledged to me that lie executed the same in said partnership name. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and Y a ibsiP1°` �Sificate first abovitt,d� � e wren. q � 441 ��aaanmo°a ♦+r w4 Ca �0IL�Ll ® � q 0 �" Notary Phi xcfotl�lallo a a 1'1 L➢' °�°° re , r�° Residing at �''� tag: Ea9fc3, ldaf�a My C011llnl551011 � � r PlMS� 6/18/2022 Psxecxcsnnsas' i STATE OF IDAHO ) }ss. County of Ada ) < On this day of January, 2017, before me, a Notary Public in and for said State, personally appeared William P. Bienapfl, r. (also known as William P. Bienapfl), known or identified to me to be the manager of B S B, LLC, or the person who executed the instrument on behalf of said limited liability company and acknowledged to me that such limited liability company executed the same. IN WITNESS WHEREOF, I have hereunto set nay hand and affixed my official seal the day and year in.this certificate first above written. y`aycaraaparyPa 40 �op9 svoeo OO �ra�� + a rrr o ®� o Notary Pu iC lxo 6'. Residing at 1gle, Idaho �s ❑6% �C mw° yx PJ `• m °O°OmO� 1L My commission explr dd'drr�DA_F'O I SPECIAL WARRANTY DEED-3 03545.DO08-ASA506.3 EXHIBIT A Parcel 1 B: Basis of Bearings for this legal description is South 89°13'35" East, between the brass cap marking the North quarter of Section 21 and the alumhwm cap marking the Northeast corner of Section 21, both in Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho. A parcel of land located in the Northeast quarter of Section 21, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a brass cap marking the North quarter corner of said Section 21;thence South 0°l 1'04" West, coincident with the West line of said Northeast quarter of Section 21, a distance of 1127.44 feet to the centerline of the Five Mile Canal,the beginning of a non-tangent curve and the Point of Beginning; thence 19.77 feet along the arc of said curve to the right and said centerline of the Five Mile Canal, with a central angle of 5°39'45", a radius of 200,00 feet, subtended by a chord bearing South 67°30'46" East, 19.76 feet;thence South 64140'54" East, coincident with said centerline of the Five Mile Canal, 77.83 feet to the beginning of a tangent curve; thence 30.88 feet along the are of said curve to the right and said centerline of the Five Mile Canal, with a central angle of 35°22'58", a radius of 50.00 feet, subtended by a chord bearing South 46°59'25" East, 30.39 feet; thence South 29°17'56" East, coincident with said centerline of the Five Mile Canal 6.00 feet and the beginning of a tangent curve; thence 49.99 feet along the are of said curve to the left and said centerline of the Five Mile Canal, with a central angle of 5043'42", a radius of 500.00 feet, subtended by a chord bearing South 32°09'47" East,49.97 feet; thence South 35°01'38" East, coincident with said centerline of the Five Mile Canal,225.08 feet;thence South 35°58'42" Fast, coincident with said centerline of the Five Mile Canal, 175.40 feet; thence South 0°11'04" West, parallel with said West line of the Northeast quarter of Section 21, a distance of240.64 feet; thence North 89°48'56" West, 40.00 feet;thence South 0°1l'04" West, parallel with said West litre of the Northeast quarter of Section 21, a distance of 144.00 feet; thence North 89°48'56" West, 334.00 feet to said West line of the Northeast quarter of Section 21; thence North 0°11'04" East, coincident with said West line of the Northeast quarter of Section 21, a distance of 818.80 feet to the Point of Beginning. SPECIAL WARRANTY DEED-4 63545.0008.8574,55M i i Parcel 2B: Basis of Bearings for this legal description is South 89°13'35" East, between the brass cap marking the North quarter of Section 21 and the aluminum cap marking the Northeast corner of Section 21, both in Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County,Idaho. A parcel of land located in the Northeast quarter of Section 21, Township 3 North,Range 1 East, Boise Meridian, City of Meridian, Ada County,Idaho,more particularly described as follows: Commencing at a brass cap marking the North quarter corner of said Section 21;thence South 0°11'04" West, coincident with the West line of said Northeast quarter of Section 21, a j distance of 892.93 feet to the Point of Beginning;thence South 89°13'l7" East, 703.00 feet;thence North 0°11'04" East, parallel with said West line of the Northeast quarter of Section 21, a distance of 98.74 feet;thence South 89°13'17" East, 540.83 feet to the beginning of a non-tangent curve; thence 11.71 feet along the are of said curve to the right, with a central angle of 23°19'49", a radius of 28.76 feet, subtended by a chord bearing South 25°42'00" West, 11.63 feet to the point of reverse curvature; thence 16.42 feet along the arc of said curve to the left, with a central angle of 34°50'55", a radius of 27.00 feet,subtended by a chord bearing South 18°12'07" West, 16.17 feet; thence South 0°46'25" Vilest, 225.66 feet to the beginning of a tangent curve; thence 130.99 feet along the arc of said curve to the left, with a central angle of 26°36'51", a radius of 282.00 feet, subtended by a chord bearing South 12°32'00" East, 129.82 feet to the point of reverse curvature; thence 441.90 feet along the are of said curve to the right, with a central angle of 79°36'05", a radius of 318.00 feet, subtended by a chord bearing South 13°57'37" West, 407.12 feet; thence South 53°45'46" West, 113.18 feet; thence North 36°14'14" West, 68.00 &et;thence North 0°46'43" East, 121,26 feet; thence North 32°00'09" West, 51.56 feet to the beginning of a non-tangent curve; thence 15.42 feet along the are of said curve to the right, with a central angle of 31"33'45", a radius of 28.00 feet, subtended by a chord bearing South 75°00'05" West, 15.23 feet; thence North 89°13'17" West, 142.63 feet;thence North 0°46'43"East, 166.00 feet; thence North 89°13'17" West, 315.00 feet; thence North 0046143"East, 80.50 feet; thence North 89°13'l7" West, 147.62 feet; thence South 54°30'28" West, 26.00 feet; thence North 35029131" West, 55.76 feet to the beginning of a non-tangent curve; thence 5.55 feet along the arc of said curve to the right, with a central angle of 5°53'29", a radius of 54.00 feet, subtended by a chord bearing North 32032'39" West,5.55 feet; thence South 54°30'36" West,208.52 feet to the centerline of Eight Mile Creels;thence North 35°01'38" West, coincident with said centerline of Eight Mile Creek, 36.93 feet to the beginning of a tangent curve; thence 49.99 feet along the arc of said curve to the right, and SPECIAL,WARRANTY DEED-5 i coincident with said centerline of Eight Mile Creek, with a central angle of 5°43'42", a radius of 500.00 feet, subtended by a chord bearing North 32°09'47" West,49.97 feet; thence North 29°17'56" West, coincident with said centerline of Eight Mile Creek, 6.00 feet to the beginning of a tangent curve; thence 30.88 feet along the are of said curve to the left, and coincident with said centerline of Eight Mile Creek,with a central angle of 35°23'09",a radius of 50.00 feet, subtended by a chord bearing North 46159'31" West, 30.39 feet;thence North 64°40'54" West, coincident with said centerline of Eight Mile Creels, 98.02 feet to said West line of the Northeast quarter of Section 21;thence North 0°l1'04" East, coincident with said West line of the Northeast quarter of Section 21, a distance of 233.44 feet to the Point of Beginning. Parcel 3B: Basis of Bearings for this legal description is South 89°13'35" East, between the brass cap marking the North quarter of Section 21 and the aluminum cap marking the Northeast corner of Section 21, both in Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County,Idaho. A parcel of Land located in the Northeast quarter of Section 21, Township 3 North, Range 1 East, Boise Meridian,City of Meridian,Ada County, Idaho,more particularly described as follows: Commencing at a brass cap marking the North quarter corner of said Section 21; thence South 0°11'04" West, coincident with the West line of said Northeast quarter of Section 21, a distance of 892.93 feet;thence South 89°13'17" East, 703.00 feet;thence North 09 VO4" East, parallel with said West line of the Northeast quarter of Section 21, a distance of 98.74 feet;thence South 89013'17" East, 540.83 feet to the beginning of a non-tangent curve and the Point of Beginning; thence 11.26 feet along the are of said curve to the right, with a central angle of 22°38'08", a radius of 28.50 feet,subtended by a chord beating South 25116'51" West, 11.19 feet to the point of reverse curvature; thence 16.88 feet along the are of said curve to the left, with a central angle of 35°49'29", a radius of 27.00 feet, subtended by a chord bearing South 18°4I'l0" West, 16.61 feet;thence South 0°46'25" West, 225.66 feet to the beginning of a tangent curve; thence 130,99 feet along the are of said curve to the left, with a central angle of 26°36'47", a radius of 282.00 feet, subtended by a chord bearing South 12131'58" East, 129.81 feet to the point of reverse curvature; thence 414.32 feet along the are of said curve to the right, with a central angle of 74°39'00", a radius of 318.00 feet, subtended by a chord bearing South 11'29'08" West, 385.63 feet; thence South 52°58'48" West, 86.90 feet;thence South 53°45'46" West, 167.55 feet to the beginning of a tangent curve; thence 113.70 feet along the are of said curve to the left, with a central angle of 23°06'01", a radius of 282.00 feet, subtended by a chord bearing South 42'12'45" West, 112.93 feet;thence South 309945" West, 46.81 feet to the centerline of the Five Mile Canal and the beginning of a non-tangent curve; thence 122.93 feet along the are of said curve to the left and said centerline of SPECIAL WARRANTY DEED-6 0354;,aans,Hs7a;nr,; the Five Mile Canal, with a central angle of 3a5°l2'56", a radius of 200,00 feet, subtended by a chord bearing South 84049157" East, 121.00 feet;thence North 77°33'34" East, coincident with said centerline of the Five Mite Canal, 109.40 feet and the beginning of a tangent curve; thence 166.58 feet along the arc of said curve to the right and said centerline of the Five Mile Canal, with a central angle of 47°43'16", a radius of 200.00 feet, subtended by a chord bearing South 78°34'47" East, 161.81 feet; thence South 54°43'09" East, coincident with said centerline of the Five Mile Canal, 78.81 feet;thence North 46°01'30"East, 164.61 feet; thence North 49°23'25"East,44.08 feet; thence North 48°45'01"East, 340.38 feet;thence North 34°54'01" East, 44.84 feet;thence North 46°01'30" East, 141.65 feet to the Westerly bank of the Ridenbaugh Canal; thence North 45°21'57" West,coincident with said Westerly bank of the Ridenbaugh Canal, 371.1E feet; thence North 27°06'57" West, coincident with said Westerly bank of the Ridenbaugh Canal, 100.00 feet; thence North 7°21'57" West, coincident with said Westerly bank of the Ridenbaugh Canal, 173.00 feet; thence North 7°22'14" West, coincident with said Westerly bank of the Ridenbaugh Canal, 69,14 feet; thence North 89°13'17" West,278.94 feet to the Point of Beginning. Parcel 4B: Basis of Bearings for this legal description is South 89°13'35" East, between the brass cap marking the North quarter of Section 21 and the aluminium cap marking the Northeast corner of Section 21, both in Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho. A parcel of land located in the Northeast quarter of Section 21,Township 3 North, Range 1 East, Boise Meridian,City of Meridian,Ada County, Idaho, more particularly described as follows: Conunencing at a brass cap marking the North quarter corner of said Section 21; thence South 0°11'04" West, coincident with the West line of said Northeast quarter of Section 21, a distance of 1126.36 feet to the centerline of Eight Mile Creek and the beginning of a tangent curve;thence South 64°40'54" East, coincident with said centerline of Eight Mile Creels, 98.02 feet to said West line of the Northeast quarter of Section 21, to the beginning of a tangent curve; thence 30.88 feet along the arc of said curve to the right; and coincident with said centerline of Eight Mite Creels, with a central angle of 35123'09", a radius of 50.00 feet, subtended by a chord bearing South 46°59'31" East, 30.39 feet; thence South 29°17'56" East, coincident with said centerline of Eight Mile Creek, 6.00 feet to the beginning of a tangent curve; thence 49.99 feet along the are of said curve to the left, and i SPECIAL WARRANTY DEED-7 03545.0008.8574-5M.3 coincident with said centerline of Eight Mite Creek, with a central angle of 5°4342", a radius of 500.00 feet, subtended by a chord bearing South 32°03'47"East, 49.97 feet;thence South 35'0 F38" East, coincident with said centerline of Eight Mile Creels, 36.93 feet to the Point of Beginning;thence leaving said centerline of Eight Mile Creek North 54°30'36"East, 208.52 feet to the beginning of a non-tangent curve; thence 5.55 feet along the are of said curve to the left, with a central angle of 5°53'29", a radius of 54.00 feet, subtended by a chord bearing South 32°32'39" East, 5.55 feet;thence South 35129'31" East, 55.76 feet; thence North 54°30'28" East,26.00 feet; thence South 89°13'17"East, 147.62 feet; thence South 0°46'43" West, 80.50 feet;thence South 89°13'17" East, 315.00 feet;thence South 0"4643" West, 166.00 feet;thence South 89°13'17" East, 142.63 feet to the beginning of a tangent curve; thence 15.42 feet along the arc of said curve to the left, with a central angle of 31°33'13", a radius of 28.00 feet, subtended by a chord bearing North 75°00'07"East, 15.23 feet; thence South 32°00'09" East, 51.56 feet;thence South 0°46'43" West, 121.26 feet; thence South 36°14'14" East, 68.00 feet; thence South 53°45'46" West, 113.81 feet to the beginning of a tangent curve; thence 113.70 feet along the are of said curve to the left, with a central angle of 23°06'04", a radius of 282.00 feet, subtended by a chord bearing South 42'12'44" West, 112.93 feet;thence South 30°39'45" West, 46.81 feet to said centerline of Eight Mile Creels and the beginning of a non-tangent curve; thence 76.33 feet along the are of said curve to the right, and coincident with said Eight Mile Creek, with a central angle of 21°51'58", a radius of 200,00 feet, subtended by a chord bearing North 56'1721" West, 75.87 feet;thence North 45°21'29" West, coincident with said Eight Mile Creels, 78.42 feet to the beginning of a tangent curve; thence 112.46 feet along the are of said curve to the left, and coincident with said Eight Mile Creels, with a central angle of 32°13'03", a radius of 200.00 feet, subtended by a chord bearing North 61°28'00" West, 110.98 feet; thence North 77°34'29" West, coincident with said Eight Mile Creels, 200.64 feet to the beginning of a tangent curve; thence 72.60 feet along the are of said curve to the right, and coincident with said Eight Mile Creek, with a central angle of 41135'48", a radius of 100.00 feet, subtended by a chord bearing North 56°46'35" West, 71.02 feet;thence North 35°58'42" West, coincident with said centerline of Eight Mile Creels,233,95 feet;thence North 35°01'38" West, coincident with said centerline of Eight Mile Creek, 188.15 feet to the Point of Beginning. Parcel 513: Basis of Bearings for this legal description is South 89°13'35" East, between the brass cap marking the North quarter of Section 21 and the aluminum cap marking the Northeast corner of Section 21, both in Township 3 North, Range I East, Boise Meridian, City of Meridian, Ada County, Idaho. SPECIAL WARRANTY DEED-8 03545.W.3 i A parcel of land located in the Northeast quarter of Section 21, Township 3 North, Range 1 East, Boise Meridian,City of Meridian, Ada County, Idaho,more patlicularly described as follows: Commencing at an aluminum cap marking the Northeast corner of said Section 21;thence South 0'3754" West, coincident with the East line of said Northeast quarter of Section 21, a distance of 1976,78 feet to the Point of Beginning; thence continuing South 0°37'54" West, coincident with said East line of the Northeast quarter of Section 21, a distance of 102.23 feet;thence North 89°22'06" West, 44.00 feet to the centerline of the Five Mile Canal and the beginning of a non-tangent curve; thence 27.80 feet along the are of said curve to the left: and said centerline of the Five Mile Canal, with a central angle of 63°42'37", a radius of 25.00 feet, subtended by a chord bearing North 31°13'24" West,26.39 feet;thence North 63°04'43" West, coincident with said centerline of the Five Mile Canal, 192.92 feet; thence North 60046'33" West, coincident with said centerline of the Five Mile Canal, 232.89 feet; thence North 60°59'38" Vilest, coincident with said centerline of the Five Mile Canal, 85,77 feet to the beginning of a tangent curve; thence 53.25 feet along the are of said curve to the left and said centerline of the Five Mile Canal, with a central angle of 24°24'23", a radius of 125.00 feet, subtended by a chord bearing North 73°1 PSO" West, 52.84 feet; thence North 85°24'01" West, coincident with said centerline of the Five Mile Canal, 171.21 feet to the beginning of a tangent curve; thence 100.03 feet along the are of said curve to the left and said centerline of the Five Mile Canal, with a central angle of 45°50'58", a radius of 125.00 feet, subtended by a chord bearing South 71°40'30" West, 97.38 feet; thence South 48145'01" West, coincident with said centerline of the Five Mile Canal, 2 02.3 5 feet to the beginning of a tangent curve; thence 247,11 feet along the are of said curve to the right and said centerline of the Five Mile Canal, with a central angle of 76°31'50", a radius of 185.00 feet, subtended by a chord bearing South 87°00'56" West,229.14 feet;thence North 54°43'09" West, coincident with said centerline of the Five Mile Canal, 153.99 feet; thence North 46°0V30" East, 164.61 feet;thence North 49123'25" East,44.08 feet;thence North 48"45'01"East, 340.38 feet;thence North 34°54'01" East,44.84 feet;thence North 46°01'30" East, 141.65 feet to a point on the Westerly bank of the Ridenbaugh Canal; thence South 45°21'57" East, coincident with the Westerly bank of the Ridenbaugh Canal, 178.82 feet; thence South 54°06'57" East, coincident with said Westerly bank of the Ridenbaugh Canal, 822.94 feet to the East line of said Northeast quarter of Section 21 to the Point of Beginning. i SPECIAL WARRANTY DEED-9 03a4�.OflU8.3;7+�;nr,3 EXHIBIT B 1. Taxes, including any assessments collected therewith, for the year 20I7 which area lien not yet due and payable. 2. Real property taxes which may be assessed, levied and extended on any "subsequent and/or occupancy roll" with respect to improvements completed during the current tax year and previous tax years, which escaped assessment on the regular assessment roll, which are not yet due and payable. 3. The land described herein is located within the boundaries of Ada County and is subject to any assessments levied thereby. 4. The land described herein is located within the boundaries of City of Meridian and is subject to any assessments levied thereby. 5. The land described herein is located within the boundaries of Nampa-Meridian Irrigation District and is subject to any assessments levied thereby. 6. Right-of-way for Rideribaugh Canal and the rights of access thereto for maintenance of said canal. 7. Right-of-way for Eightmile Creek and the rights of access thereto for maintenance of said creels. 8. Right-of way for S. Cloverdale Road, 9. Reservations and exceptions in a United States Patent, and in the act authorizing the issuance thereof, recorded October 15, 1900 in Book 3 of Patents,at Page 433,records of Ada County, Idaho. 10. Master Pathway Agreement, recorded December 26, 2000, January 9, 2001, February 6, 2001, and February 15, 2001 as Instturrient Nos. 100102999, 101002090, 101002091, 101009649, and 101013585,records of Ada County, Idaho. 11. Ordinance No. 6150, recorded May 30, 2002 as Instrument No. 102060940, records of Ada County,Idaho. 12. Ordinance No. 6175,recorded August 29, 2002 as Instrument No. 102098378, records of Ada County, Idaho, 13. Record of Survey No, 6111 recorded April 4.2003 as Instrument No. 103056171., records of Ada County, Idaho. 14. Drainage Easement, recorded February 5, 1959 as Instrument No. 446793, Book ;7 of Miscellaneous Records at Pages 469, 470,and 471, records of Ada County, Idaho, SPECIAL WARRANTY DEED- 10 o,s=E�.000s,ss7 s�os.a i 15. Ordinance No. 10-16. recorded April 21, 2016 as Instrument No. 2016-0a3388, records of Ada County, Idalio. 16. Ingress-Egress Easement Agreement; recorded August 9, 2016 as Instrument No. 2016- 072867,records of Ada County,Idaho. i I SPMAL WARRANTY DEED- 11 03 545.0008.857430G.3 i AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA } 1, C4 Land LLC 4824 VV Fairview (name) (address) Boise ID (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 1 grant my permission to: DevCo LLC 4824 W Fairview, Boise ID 83706 (name) (address) to submit the accompanying applications)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said applications). Dated this Iath day of September 2020 (Si n ur ) SUBSCRIBED AND SWORN to before me the day and year st abo� ritte N0011111104 a �E (Notary Public for I �f �Q►���r Residing at: —b �•_ -�QWP '�Ar1HL1C My Commission Expires: (Rev 009120) ADA COUNTY STREET NAME REVIEW Preliminary Plat eX Review Date: April 6, 2020 Final Plat Project Name: Movado Sub No 09 T/R/S 3N1E21 Parcel Number(s): S1121141950 Project/Plat Applicant: Civil Site Works Phone No: 208-946-3874 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT S CLOVERDALE RD E OVERLAND RD W OVERLAND RD > 0 `^ o v u 3 v Q 'E p Proposed Street Names: U a o V) m Comments 1 S DEFIO WAY X Add S Defio PI 2 E SAFRIO ST A Sounds like Seafury 3 S SPORTIVO WAY X E Correct to E Sportivo Dr per Movado Sub No 07 SNR ALTERNATIVE NAME TO REPLACE SAFRIO 4 MATISSE X PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace E SAFRIO ST with E MATISSE ST Add S DEFIO PL as indicated on the annotated plat Replace S SPORTIVO WAY with E SPORTIVO DR Add W OVERLAND RD for reference NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes,time constraints and or previous recorded plat street alignments. Page 1 of 1 T c r; e Drive Rush d m l R ay m E Vacheron Street ,' ; D N a 1 - f� ,1�• cc O ram. C 17 E Blueber A a .� °u "# �' = Q `F KART E Blueberry o _— - N i Lan'e. — - : i - d W Blueberry Drive o � o rnALrn - 4 le R W Silverking Street' OL m� Z k * ,+� 3 �. E Silverking Lane :. W� 0 F� � L W Silverking Court N W i r f6 'ri OrfVe 09 D ' w a E Pewter Peppermint' c W ermint Drive i _ •`, i • Falls Lane c (n 4 m r r r dam, E Bellina Lane NOT A PART �°� Pp ' S Peppercorn Place r ...L................. L-- 1 1 1 c ao , 3N1E22 ova NOT A PA M °"� g� %1 E21 i -0 1 Stev G > ; W HaNe r o U Cn q � r � O' 1 r r EILe s. - F� OT q PAT °�°4 'c Coultr 10 Street ¢ Or• m m Q o , E S O y' i = i 7 yE Divide Pass Street c r r a c (D y i ------ o .= a 5, -� d ----L-----------------------L----------- --------- ------I'------- -- L-------CL ' W O ; ; N W Wag on Pass Street E y r N E Copp er Point Drive i i' r .. F Co r Point Dri ve N p , , 1 � This map is made from data copyrighted by Ada County.Ada County shall not be liable for ADA COUNTY ASSESSOR inaccuracies or misuse of this map.Maps �( �� Land Records Division bearing this disclaimer may be photocopied freely. 1 ___ Geographic Information Systems 1 inch = 300 feet However,use in any digital form requires the 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 MOVADO SUBDIVISION NO. 9 BOOx , PAGE L 0CATED IN THE NE114 Or SECTION!2I, T. 3 N.,R. 1 F,B.M.,CITY OF MERIDIAN,ADA COUNTY,IDAHO SECTION SECT E8 2020 onr 21 CPBF I08008840 E.OVERLAND RD. SBA 5OF 8EF1 v - 16 15 LEGEND 2I 22 ------- PROPERTY BOUNDARY LINE EXISTING DEED OR LOT LINE I DIMENSIONAL TIE LINE --- CENTERLINE PL4TNOTES i LOT LINE- 1.E45EMENT5:A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE 15 ZEROLOTLINE HEREBY RESERVED ALONG THE FOLLOWING : TEN(IO)FOOT WIDE ADJACENT TO SLRADIVISION BOWWARYAND REAR LOT LINES OR AS DEPICTED --------- SECTYONAL LINE II Ili TEN(10)FOOT WIDEADJACENT T[7 PUBIC RIGMTOF WAYS AND RWyATE STREETS OR A5 DEPICTED ----------------- EASEMENT i THREE{3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES YARD E CC£PT FOR WHERE ZERO LOT LINES ARE SMOWN OR AS DEPICTED ® FOUNDV'REBAR AS NOTED � A PERMANENT EASEMENT FOR NAMP,4IMERIDlAN IRRIGATION D1L51'RIL7 fS FiERFB}'RESERVED ALONG o FOUND 2/2^REBEL AS NOTED ; T�I FOOT WIDE ALONG SLWA17SION SOUNAARYAND REAR TOT LINES OR AS DEPICTED FOUND ALUMINUM CAP MONUMENT SZIR VEYORS fUARRATIVE 2.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT,WHICH TI{S SUBDMSlON PLAT I5 BEING CREATED AT THE R STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR O(PANSION THEREOF SHALL BE FOUND BRASS OAP MONUMENT REQUEST OF OR BECOME A NUISANCE PRIVATE OR PI181IC,BY ANY CHANGED CONDITION IN OR ABOUT THE TIf OWNERS TO CREATE RESIDENTIAL LOTS. SLAROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 0 FY111N11 Im,66 PI I c. ONE(I)YEAR,WHEN THE OPERATION,FAQLITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT ,yp a ThE BOUNDARY FOR THIS SUBDZV 5R N WAS E5TA6L[S4ED FROM BEGAN OR WAS CONSTRUCTED,THE PROVISIONS of THi5 SECTION SHALL NOT APPLY WHENA AIV APPROVED PRELIMINARY PLAT,AND THE KMJMEN75 SHOWN NUISANCE RESW.TS FOR THE IMPROPER OR NI�Y,,f16ENT OPERATION OF AN AGRIC[RTURAL SET S�B"REBAR/CAP L ti �N`♦ Hl-REON HAVE BEEN AC05PTED AND USED FOR PREVIOUS PLATS OPERATION,AGRICULTURAL FACTURY OR EXPANSION THEREOF," • SET 112'REBAR/CAP p°" •7 �R AND RECOR D OF SURVEYS 3.ANYRESUBOM570N OF 7H75 PLAT BHA!!COMPLY WITH THE MAST RECFNTLYAPPROI/ED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RE-SUBDIVWON. CALCULATED POINT � 8,j• 4 w!' T>:�muwG�OPniEo ' ai o .&JILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SIIBDMSIOfJ SHALL BE IN 31 32 . Cd7MPilANCE wm TITLE I OF MERIDIAN CYTY�. RM REFERENCE MONUMENT •• v`<' • 3'' j , + 5.THE MOYAOO GREENS AZOGA770M INC.(•ASSOCITICW")SHALL NOT 01- VEWR IOLIT THE CONSENT OF THE CITY OF MERIDIAN. PDB PC$NT OI=BECvTNNING 12 -35 6.LOTS 4 42,93.44,45,BLOCK 11,AND LOTS IIAND 24 BLOOC 13,ARE RESERVEDAS COMMON ,' • , `. n_ 1 LOT NUMBER !3 C7� �36 �; ���•' 1p AREA,ARE NON$LQLDABLE LOT$IWDARE OWN8I ANO MAINTAINEDBY THE ASSOCIATION. 0� 1¢ ♦ �9i `"c_� ��37 ,'," 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATM1 DISTRICT,IN A$°y<1 ♦ CRA WFORD PLACE SUBDIVISIONIRRIGATION WA TER H U C aODE 31- R11111,LOTD FOR ASSESSMENTS FROM SOISE BE ENTITLED TO 38; PIQ1fADp 5UBDMSIQN NQ.7 ��, OLYC IS � '♦'' \� `� cr:,7a frrr Rat r PG. BK, !{ 'O� ( ♦ 8.MAINTENANCE OF ANY IRRIGATION 01701 OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF ry I L� 40 i i '�� , THE LOT OWNER.UNLESS SLCH RESPONSIBILITY IS A59M}ED BY AND IRRIGATIOWDRAI4AGE EHTfTY 41 29 ' 17 C i ♦ . E� r 46` •;f , SPED E NORMAL ELEVATION CPF aW R IO! FOOTINGS ESP EVR�7IC B 5 eT A MMMUM OF Iz-INCHES ABOVE �y IS 47 7 BLOC'KII` W r p 10.A"-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND THE HOMEOWNER '•' ?D'S ♦ (r ,44�` 2O ` ASSOCIATION UPON,ACROS`,OVER AND UNDER ANY PORTION OF ANY LOT THAT IS NOT COVERED '. ¢5` �, Q RN r BY AN OCCUPIED SRRUC TURE.SAID GRANTOR OR HOMEOWNER ASSOCIATION MAY USE THE ��(. � • _-�IB� ` �` EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION MAY DEEM NFCES-WY OR Sg,: �> - _,q C5 N 85�4'L7I"W 171,2I' C-i -�� NCONVENIETS,OR PERFORM RFORMM THE DUTIES AND FUNCTIONS TO PERFORM ANY Of�THEIR RIGHTS OR A IDENTIFIED'WHILN THE 1- EOWNE ASSOaATION I1 Y , IS OBR16r1TEO OR PERMITTED TO PERFORM".SLAN T TO THE COMMUNITY DOG MENTS.THIS EIGHT MILE CREEK 43 EA5EMENT INCLUDES,WITHOUT LIMITATION,RIGHTS TO INSTAL OPERATE,MAINTAIN,REPAIR AND =. REPLACE MG4TION SPRINKLERS,LINES,COWTROL BOXES AMP RELATEp EQUfR4EWAND FRC7LITIES- �' y. 11.THI551/BDfVISION SHALL BE SUBZECT TO THE MASTER Dff1.AR47IDN OF COVENANTS, 56 •` 1° ► CONDITIONS AND RESTRICTIONS FOR MOVADO COMMUNITY ASSOCIATION,INC,PER INSTRUMENT NO. M 5,5 MOVADO SUBDIVISION NO.3 y�`, " �Z g"ry - ` , 1 m17-I2ID68 ANDANr sL BSEQUPPTAMENDAIENTS PG.ii 2 SK."7 .♦ a '� -Yc II �.•3d ♦y 166, 00 1NAFL0 PLAIN AS SHOWN ON FIRM PANEL ISOOICO254 F4 -- p REVfSEOTO REFLECTA COMIC UNPLATTEb 13.THIS PLAT Is SIJHIECT TO MAhIPA B MERIDIAN IRRIGATION DISTRICT LICENSE AGREEMENT fNST. pOB NO.2017-096129. , 6 r 1 g 14,A PORTION OF LOT I1,BLOCK 13,IS SER17ENT TO AND CONTAIN THE ACHD STORM WATER MOVAOO SUBDMSIONV NO,6 93= I ❑ DRAINAGE 5Y5TEM.TH15 LOT 15 ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM I I; w WR7E,R DRAINAGE EASEMENT RECORDED ON NOVEMBER I0,2015 AS INSTRUMENT NO.2015-103254 PG.II7,8K.I778I 7 ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORThI IN FULL (THE-MASTER EASEMENT J.THE MASTER 54 EPIENI AND THE STORM WATER DRAINAGE SYSTEM ARE C d DEDICATED TO ACMD PURSUANT TO SECTION 40-221 W IDAHO CODE.THE MASTER EASENMT 15 FOR ui THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM Up I Liidi:I'AlfL.t LINE BEARING DISTANCE L! IN 45 4I 31 E 47.00' L2 5 43°SS'30N t I8.49' 1-4 1 N 46°0130"E 17.75 ggti iST$p, ' 26 Is:32 TS N zzQ2 xs4 'w I9.s7' :1 :C t7 S 'W ' 574 �° CURVE TABLE N+,� 2030 S. WASNINGTON AVE. "C,ALE +POp Ci1RVE ARC LENG71i DELTA ANGLE RADIUS CHORD BEARING CHORD LENC 77i c2 ss.zs' za�4'23^ 12s.aa' N 73'lrsD^w sz.sa ' EMMFTT ID 83617 ! $$II r/ Inn nr ecaw sa^ 1')cnm C 7,°ern'ln"W 1071st, ' (FEET) LJ L3 247.!!' 76 3I'S0" SSAO I '1 S87°D056"w 229,I4' , (208)398-8104 1 INCH=loon oor FAX(208)398-8105 I i W4 Come? ' Land SUN�y1,�, �s!G WWW.SAWT'OOTHLS.COM Cf/4 QORNER SECTION 21/22 SLLTILW 21 ------IF----------- -------- NBsbOH"03"W 265G.I4' -- 1W 114011299 BEET.' DAIrE: DHA WN #: W T{: ---------------------------- --------------------- 1 _ I F.n.F..t I ?,��^�� I uJc� I 7R I 1442rR I-T347B-FP Street Name Evaluation Response Sheet SubdivisionPur'isdirtion: Movado Sub No 09IMeridian Representatives: Comments 1 Ada County Assessor Approved with Comments Either spelling works 2 Ada County Sherri# Approved with Comments Either spelling works 3 ACH❑ No ResponselDefer 4 Ada County Development Services Approved with Comments Per Movado 7 SNR,should be E.Sportivo Dr,not S Way. Correct Matise to Matisse $ Meridian Fire No Response/Defer 6 City of Meridian Approved As Reviewed Agree with Matise correction INo ResponselDefer R No Response/Defer 9 No Response/Defer w 2 MOVADO SUBDIVISION Z _1 PRELIMINARY PLATCD B�DENBAUGH CANAL NORTH MERIDIAN, IDAHO - 2017 N W.OVERLAND BLVD. LOCATED IN THE NE 1/4 OF THE N 1/2 OF THE SE 1/4 OF SECTION 21, _ -__ _ T.3N., RA E., B.M. MERIDIAN,ADA COUNTY, IDAHO //'_ - - R JECT SITE a I o o B MOVADO SUBDIVISION ¢ � Jcil a p Z � � \ O Q T C 77 n 1s �L - N ® o o - ♦ T o 20 21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W.OVERLAND ROAD " O c� 0 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 15 > + /- - - -- - -- -_ - - - 21 2 CIVILINNOVATIONS -1 �n / O f ' ��i / / ��) \ / \ \ f \ � �E_ - -_-__ CV _ NORTH CO w _______________ - - I E.COPPER POINTEWAY O m CD t - - - - - - - -----__-__ - o\I w O CYD E.PINE BLUFF DRIVE I I e o ' `jIIIII ! 7 1 �� I E.MUIR RIDGE DRIVE Z r II ill/- "��_�� -------- ---- �TF � o J F I WW ' o ----- ` h lV (2 ( /' �E.EASY JET DRIVE a W.ARM GA DRIVE BLOCKII----- BLOCK2'- / // _----- 32 \ I \ -160�—EGCID /\ I I\� I I w I_EG II I I OJ O Q - _ - ' �� I W \ _ ---- � '' a VICINITY MAP r 7 1 � — \ � � \ _ �``\�� � l \�.\ NOT TO SCALE C6 o I \ \ \ \\ BLOCK II \ ~\ w F J \ 8 �,� c� BLOCK II - BLOCK111 - _ I \ \ PRELIMINARY PLAT NOTES \ \ \ \\ \\ 9\ \\ \ 159 158 ,57IS 0C156 11552 _ _ I - fl 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY �� CX3 TE T P26 R-15 I \ ts3CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT31 29 25 22 21 16 \ 17 14 13 10 1 1s2�I n � BLOCK 14 11 8 si z 6 = o \ 151 _ I 1 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL /j BLOCK II ` _ GROUNDWATER ELEVATION. V� ��0 62 I BLOCKI2- I 150 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF I t� O W.SILVERKING STREET -YD3�p(o�/7� = 1 t3O 1 zee 'z7 2a 'z3 I 1 zoo\ 1s ts' 'ts 12. i1 I I 1z 7 6- 1 I I \ I 20 �1as, \ \ MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. L -- �5 - —PHASE 4B V \ 4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT �� OF 1 \�-- \�- - T\ \ I ta7 \ EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED. �I ,6i SIN P.`S sr 15 14. 13 ,0 9 8• 5• \ 1 ; 17 \?a6 \\\ \ I 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF \\ 3" 2 BLOCK 11 \ \� t45 \ \\ THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS ARE AS SHOWN. z \ 15\ \ to 143 \\�/ \ CRAWFORD PLACE SUBDIVISION } \ ¢ 6. IRRIGATION WATER WILL BE PROVIDED BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). Lu t4 � tat/ �\ � LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM LL�\ z SETTLERS IRRIGATION DISTRICT. o = o E.PEWTER FALLS STREET \\ r J \ J \ 1 PHASE 1 B 1 I 141/ \ \ F_ F _ \ BLOCK 1 (Y 59 52' \ 16 zo_ 21 24 25 \ - BLOCK 15-\\ \- 13 140�� \�, \\ a W.PEPPERMINT DRIVE 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER Lu J UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. c~> a m \ y \ \\ 4 \\ 60 51 \ \ \---� ,11 `, 9/ \ O I z w /y+ \\ I BLOCK 1 \ 137/ \\\ ' yF \\ `" 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, o o z z y \ 19 22 2S 26 27 28 ` , \ 10 \ 'j' o 3 2 \\ o� ! s1 .50 \ _ \\/ w \\ F i3s� \` �qp \\ AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED z a ¢ - ! ° -- L -- zs s`\ �fp t35�\\` �y \\ CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE z > \ a W PHASE 3B / \ W U 3 \ l+ 6z a9 - - - \ / a p 13a•\ ,f, ` (1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS x z z ¢ s a 133 00p,` ` /\\\ '�! SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL z o �_ U) BLOCK J q \q\ �tc 63 48 47 \.qq 43 .39 38 34 33 30 /' / 6 ' �� 132�\�\�\ \ O LL > O Z z \ \ ` 3i / 5 / \ \ i31 \ \\ \\ I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." _ �, N o o 7 \ , a \ \ \ 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. O o > ~ vj 5 \ \\ \ \ \ 64 _ BLOCKI / a cl C, w a / BLOCK 1 W) I 10. DIRECT LOT ACCESS TO W.OVERLAND ROAD IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY ADA COUNTY HIGHWAY DISTRICT AND a � ¢ -PH \ ' 65 46 45 42 40 37 35 \ \ pQ g 128 \ \ I CITY OF MERIDIAN. x w PHASE 2B ,9 , \ _ L 2 5 \ 127 a 1 0 = w N SILVERSTONE CAMPUS R 15 �P \ �/ a to \�/1zs " I W 11. LOTS 1,13,21,27,AND 28,BLOCK 1;LOTS 1,2,13,32,60,83,85,88,90,92,93,94,120,152,AND 159,BLOCK 2;LOTS 1,10,13,AND �„o 0 10 8 18 \ - \ / \ \ G - 41 36, ' O�PO�l y \ BLOCKS 12 tt PHASE 5B \ 125 ��`\� \ �� /j I �+I 21,BLOCK 3;LOTS 1 AND 11,BLOCK 4;LOTS 1 AND 10,BLOCK 5;LOTS 1,21,AND 27,BLOCK 6;LOTS 1 AND 6,BLOCK 7;LOTS 1,8,AND z_ N z' - n s n r \` 12a \\\ \ o � z 1z 10 16 20 -S��\ �13 / \to 123 \\ I�+� 23,BLOCK 8;LOT 1,BLOCK 10;LOTS 1 AND 8,BLOCK 11;AND LOT 1,BLOCK 14 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY < W W 21 - 1 J \ 122 \\\ )I vs I THE MOVADO ESTATES HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND \\ \ / \ \ P `� 121 \ \\ \ o O 13 _ 17- 15 --2Y_\ - \ J r E� 95 96 97 14 S\ 11s \ \ \ 1 LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT \ I W z 98 99 100 v 15 O�� 115 \119 \ \ \ \\ \ \ I m I w \`\ \ DRAINAGE. x J 114 - - BLOCK2- \ �\ Il ¢ 120 \\ 12. LOT 20,BLOCK 1;LOTS 51,70,84,89,119,AND 153,BLOCK 2;AND LOT 20,BLOCK 6 ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE N o 103 F, 11z _ _- \ \ I OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A z 17 R-15 2, \ ,- __,_ toa \ 111 - @Q.Q' _Z_ - _ \\\ \\ III MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 lbs. 1a 20 zs `-\ -1,-� _ `mow \ \105 110 `��'4 \1 I 13. LOT 1,BLOCK 15 IS A PRIVATE DRIVE LOT FOR THE PURPOSE OF INGRESS/EGREES.THIS PRIVATE DRIVE SHALL BE CONSTRUCTED IN zt zz z3 2a 2s zs zo ___ z7 -' _1os os �`� /' BLOCK 2 / \, ` ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 Ibs. BLOCK2 �, R-15 , 19 ' ---- 22 - BLOCK2 _ ' 2 S �6 .1 18 (`��� //�/ 18 - _19 Y0 / BLOCK 6 19 23 F/g,7F9 3 4 7 \ 17 21 \ \\ \� \Y\�\ 1il III I\ F __ _\ ,\\ PRELIMINARY PLAT DATA 39 29 2a ----- ------ -- -�<<so9,` --' ' -- --a ! ,s- PHASE 6A F 22 32 R-8 - to F y _ _ AF z3 _ \ i I I TOTAL ACRES 113.42 AC ZONING ' 33 Nl t - fi0 10 / is // 11 12 - �9F"448 24--'- s'I 1= PUBLIC RIGHT-OF-WAY 15.17 EXISTING:RUT PROPOSED:R-15,R-8 AND C-G 17 z _3- -a- _s1 � O v RESIDENTIAL AREA 65.23 — — — PHASE 1 A- — — — — A14 R7F /'/ I 1 COMMERICAL LOTS 10.01 MINIMUM LOT SIZE(SF) z ,e W 11 Axx 13 13 SINGLE FAMILY 3,200 SF 34 ------ R-V ' � BLOCK2 / / II 1 I a>-c a oc s 58 10 25 I�I COMMON LOT AREA 19.92 -3 ' 17 w 16 1 sz / ' to \ COMMON DRIVEWAY AREA 0.59 AVERAGE LOT SIZE J 1 I IIIPRIVATE DRIVE AREA 2.50 O '35^ _ /' _ e s.' BLOCK8 P6 / SINGLE FAMILY 6,608 SF BLOCK5 c 15 - ---63_ - 58 _ 29 28 Jill,I II TOTAL LOTS 481 /I BLOCK 4 16 J -- _-- t 7 15 i I IIII I�Jr I' SINGLE FAMILY LOTS 430 RESIDENTIAL DENSITY(Du/AQ SILVERSTONE CAMPUS 36 0 - - - 64 57 2 12 _---- w __27-, I COMMERICIAL LOTS 2 RESIDENTIAL GROSS DENSITY 3.79 x 14 12 11 to s- - a 7 s 5 W I/ 16 / z I COMMON LOTS 40 atatatat■ PHASE 3A 75 c ----- 30 a I III \ � I 1 COMMON DRIVEWAYS 8 RESIDENTIAL NET DENSITY 6.59 / N > 65 56 / s / / LL, --a 1a / 13 - E.DIVIDE PASS STREET— - - o ' z 3 11Lu 11 / `\27\ /17 a ze I s3 PRIVATE DRIVE 1 — 38-' O w z 31 Q ¢ - z __ -¢ - / > BLOCK 7 w 5 Q ' V 29 \ > ss 55 J o ' `" OPEN SPACE PERCENTAGE 17 56% Q Q OPEN SPACE 19.82 j BLOCK O w 10 ¢ �S� / N I /II Q = F_ 39 - 7 13 1 2 3 _4---5- --6- --7- -a' /9 10 W p ���' 26 ,8 - / /! C-D --- 67 54 PHASE 4A C) 4 �Q 30 ��' f\ m o = 32--- S' 4�'1 ENGINEER LEGEND _ 40 a 6 12 1 / 11 - --- 25 19 /� / Z Q / CIVIL INNOVATIONS, PLLC -- _ z _ sa 53 a 3 PHASE 5A 2a 31 i i II BOUNDARY LINE J - 17 is ,5 to ,3 tz "' / /' CONTACT:BEN THOMAS 0 11 I 20 19 18 ', � 5 41 `ii ' I s9�- 52Iiilltiil 1 j RIGHT-OF-WAY LINE w to - 7 33 21 / / / j 1 � I 1043 E.PARK BLVD.STE 101 p[ E.COPPER POINT WAY- - - - - ' - E.COPPER POINT WAY PHASE 2A - __-, 70 51 s 2 24 33 %i���\ Imo/ �I iliilj C II BOISE,IDAHO 83712 PROPERTY LOT LINE O LU PHONE:(208)884-8181 �_ — - - z3- - `22 // 34 i \'\ IIjUI II - - PROPOSED ZONING BOUNDARY LINE Q so ae 65 83 - - - - E.COPPER p - / - / PROPOSED PHASE BOUNDARY LINE BLOCK 2 DEVELOPER Q \ 91 69 BLOCK 2 81 80 79 78 77 76 75 74 73 72 71 50 49 48 OINTE WqY, - -- 35 /���,/ - _� -/ - 87 __as --aa 8z _ - 47 — DEVCO, LLC CENTERLINE == ---- --� ------ --- --- ------ --- -- ---- -- -- ___ as a5 _ /�G� - - NALO BLOCK 2 _ - 44 43 42 41 q0 BLOCK 2 36 �QJ�' /' O 39 CONTACT:JIM CONGER EP EXISTING EDGE OF PAVEMENT -RIDENBAUGH CA F• 37 � 12 ' - _ - -_ - - 3a - //�`Q / /' 4824 W.FAIRVIEW AVE. - -- --- _ _ - / EXISTING CURB _ _ __ BOISE I 83706 S I I D 'IL it PHONE:(208)336-5355 PROPOSED VERTICAL CURB 300 200 100 0 200 0 --- ---__ PROPOSED ROLLED CURB —__ __ SURVEYOR iiiiiiii� HORIZONTAL SCALE IN FEET SAWTOOTH LAND SURVEYING, INC. - -345- - EXISTING TCONTOUR CONTACT:CARL PORTER,PLS ----340---- EXISTING T CONTOUR 2030 S.WASHINGTON AVE. EMMETT,ID 83617 > > W Y } Y W W Y } PHONE:(208)398-8104 } Y W 1 ¢ ¢ Z d Z J ¢ ¢ J Z d Z Z d Z J Q ¢ J Z d Z W ¢ W ¢ ¢ W ¢ w W ¢ W ¢ ¢ W ¢ w w 210 n w �I� OIL �10 �I� �ILu OIL W U) W W W W W W W W L.L w W W W 0 o c/3 C/3 I p o o p l cn m w c/3 CHID o o p l cn o f cn x x w1¢ Lu = _ v�Iw ¢Iw w1¢ w1( _ = Nlw ¢Iw C7 CD I w I C� cs I w I I w I c� cD I w I °C 44'RIGHT-OF-WAY x 7' 13' cc 35'RIGHT-OF-WAY °� 13' 7' 7- 13' `E 5T RIGHT-OF-WAY °r_ 13' 7 PROJECT N0. 16-0208-M$ 0.5'LANDING 0.5'LANDING _ 1' 33' 1' 21' 13' 21' 1' DWG FILE P.100 1' rL 1' rL DESIGNED BY BT 5' 33' 5' 5' 8' 2' 14.5' 14.5' _2-_ 8' 5' 1' _1 5' 8' 2' 18.5' 0.5' 0.5' 18.5' 2' 8' 5' 1 1' SIDEWALK SIDEWALK 2'LANDING SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK I 2'LANDING SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK 2' 14.5' 14.5' 2' 1 2'LANDING 2'LANDING DRAWN BY KDH I I I I I I I I CHECKED BY BT ROLLED CURB AND GUTTER ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER 3'r ° M 3,r MaY 1.75% VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER 1 75% AS SHOWN <31 om' 3.r 8"VERTICAL CURB WITH NO GUTTER 8"VERTICAL CURB WITH NO GUTTER ISSUE DATE 03/06/2017 1.75% 2% 2/° 1.75% 3'• 2/° 2/° MqY 1.75% 2% 2% 1.75�° 3' M3 r 3�M 3,�MPX• :. :..., 3•1M VERT.SCALE AS SHOWN 4 TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTION TYPICAL S. MOVADO WAY STREET (DETACHED SIDEWALK) SECTION TYPICAL S. MOVADO WAY STREET WITH ISLAND (DETACHED SIDEWALK) SECTION 0 O NOT TO SCALE 5NOT TO SCALE 6NOT TO SCALE Pol SHEET 1 OF 3 D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.030317.dwg Last Saved:03/06/2017 4:05 pm - - - - W.OVERLAND ROAD CIVIL INNOVATIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 15 Q NORTH ----- - - - - - - - - - - - - 21 �22 _ OHP - - GiRR- - ---- _ "_� - - - - - - _ ` .r:-. -.... ___---- --- N. / � - - - -2665- 40 2668-'/ ' o \ // \-L669 \ \\ ----.2661'' / �E -roE- � ■1 - 1 ----'' \ / �� / �.�6 --2668-__--- /' r /- y I�l / _I r t I \ - -2668---,\✓ --------- __---2669--'' / IL6� - �-%'' Z 00 < \ /' - --"2666-- \ J / I =�1 _ --- ---- _ - - O w U\ / \ 1 1 -2669-------------- ------ ' �,� q � r - - - - - - - - - 2670- - - - - - - - - - - - --TO€-_ ------ ---- �-- � \\\\\X111 O / ( 1 ip� —� / —zs71�---_� ---- Cz — 11�1 E _ = 00 �664' jlf - `1 0 �lllll T j `` -'EG Gf6� CC L, EG— _- ' ¢ N / _ _ 111I1111j r-- \ /iij / ' g ---- Cl- Q --- W > /I / III111 _1_L G ---- ------------------ a LL' 0° ° --------- / / TT P w w / ------- v O / 1 ' 2668----- N1 \- 0 COD -2669- - Te_-_ BL03K111 \ \ BLOCK EG V EG160 Tion W w 328,813SF \ = i \ I 107,410 \ � r Ici \ \ w � \\ II w \ \?66j \\ \\\ N \\ I\ I �XONAL R \ \ - a \I o ����G,IsTE���l \ I I v ♦II� EG I V�O �2 'W✓ \ 66\\\\ ` \\\ \\ \\ I II ��� G? ---__ t OF �� Q -2672---/ l O I, I, I � N\ \y \ q m \--2664 \\\ II II \ \ \ \ \ \ 26 \ 66 Vi \ \\ \ \ \\ \\ BLOCK 11 68v 9 LJ '\ H 72.07' 8 00!-��f 1 \ r o 0 26 - \ \ BLOCK II c \\ - - o�aBLOCK-1 85.01_- 10' 4074\ .00' 40.00' 40.00' ~2.0\ I 1 0 _ \ -4 2 __ BLOCK 11 158 157 156 155 ~ " \ 6 \ \\ \ ___ 9 � �g 33.00' 68:00' N 68.00' 33.00' q \ ,1;I \ 154 \ II I = � � 7,065 SF A�. I \\ I �e \ n "L a m _4 3 24' 7 159 - C' I u o v o / v o U, 24 10 9 \ z o \ 4,581 SFI ,5,294SF _-5,294S r 4,581 SF cli 10,126SF o 0 o S o �/ o o �, " r a -- �I o 0 0 / O w Q O � .� �-�� �f �.+ 71.05' \ 2 BLOCK 2 I z z 66.00'- _66.00' \ 66.00' _ 6� 6+00 \ gg"p -\ 6.00' 66.00' 66.00' 55.95' 61.00' 61.00 68.00' 68.00' 61.00' \ 18.7 3.2T 40.00' 40.00' 40.00' 60.25' o o z \ �---- -I �--- \--- 153 I IIII II o w > o z \ \ I I \ � \ �� �---- -I fr10.05'- \ I I I \ L 85.02' = N O \ r 31 L 29 0 26_ L 25. 22 21 18 L 17 14 1 L 13 � 10 11 \ 8 5 2 W 152 �11 Q 7,062 SF 5,643 SF 5,543 SF 5,643 SF 5,643 SF 5,643 SF 5,643 SF 5,643 SF 5,643 SFI_ _\ 643 SFI _---_ 13sss'\i \ 5, SF 5,216 M 4,842 SF'M 5,398 SF M 5,398 SF M 4,842 SF M 6 ' w 1 0 > � M \ I ..:. A M LJ \ -' -- - - - -- J h r \ 6,292 SF j m..• y� 151 5,168 SF wll l _ raLL Qom ~ U BLOCKI i \\ I �- I I -- - -- - �- - I^ � ` toa.as' -- \ cn \\ \ \ \ \ 11, o � ccw w �1 82.16' 66.00' 66.00' \66.00' 66.00' ` 66.00' \ 66.00' 66.00' 66.00' 66.00' 61.00'\ 61.00' 68.00' -68 00'_ 61.00' ^1 \ \� N F j\ 1 s O o p / BLOCK 11 \ \ \ 85.03' 150 3,249 S 0 0 33' w> m OI r 28 r, 27 _ r(=24- 23 -1 r 20 r, 19 r 1 0 0\ i Z N �: _ 16 15 12. 11 �� 12; 7 \ :. N w o . 2.4r\ 47SF Qmw 6,822 SF 5,643 SF 5,643 SF 5,643 SF 5,643 SF 5,643$F 5,643 SF 5,643 SF 5,643 SF 5,643 SF5 047 SFh "'5,U41 SF 5,814 SF 6 r, `1 2p S a.os' 1 I I _ 5,814 SF� 5,157 SFI^ �j 5; I 149 3,6 cc q 1 \ I 24' I 241, 7,153 SF �t o.00' w. w too.00'� \ - o - z cc / 30.09'� = J O° J L L---- \ L - ---J L- - -- L---- \ °L Ad 23.34' I Q 53.66' ss.o'\ ss.00' ss.00' — ss.00' ss.00' 66.00' ss.00' ss.00' ss.00' 33.16' -��� \9B \ 18.09' pg'q 650 SF ` 8 3 g41 SF _ J 33.00' 68.00' 67.20' '� n' \ Iw rn 26 \ 26 _ 9614 so r - —s� - - \ N - 266 O 5.68' S 6 I 00' 63.00' - 63.00' 63.00' 63. 64.71' 77.g2' N w \\ o � a � --- -7 I- -- ---°� q0 � !'30.09' 4 \ 1 A Gyp F ''. \ R'►3 Roo \\\�\ z 56 q 16 15 14 13 10 9, 6 5 ° ss wll 9,556 SF —EP �\ __ E \ >>y 55� la s : to IF' Ito o• R�gF \ \\ -EP—EP=-`_ _-- c 6,\ 9\948 SF �� 8,109 SF 6 \ 5,044 SFI 4,788 SFI 4,788 SFI 5,386 SF i5,386 SF 5,386 SFI \15,386 SF- 5,386 SF o \ EP '\ \ 6r?. 'ti 3 2 �o �\�\\ \ \ \ \ �G \'? S\ LtOp �, m \ m w ; , f-1 o rm NI \ p °° 7,150SF m 11,536SF 2s' NI 1 91, F \ \\ � 63.00' 63.00'r\ 63.00' ' \\ SF �� 0 j \\ \ \ 6 o S : <o \ \\ �I .6, I w rn�� \\ 4rt629 SFj 5,182 SF > \ \ BLOCK 13 \ LJ \ y ' sa.7r 1oss2' r3 h2 . 1 `12- _ r-11- \ 8- r�7 4- \ 7,425 0' - '- \ ��i o 5,072 SF 5,07 1 SF 5,072 SF 5,071 SF 5,072 SF o \ - 24.25' 1 R6 \w.. o^ °d \ \ s 10 1 .. 0 0 ,,` \ LU BLOCK 13 ° ° 63.00'-- --63.00'� L 63.00' - --63.00'J \ \ BLOCK 11 \ 1 \\ \ 20.58'--\----1 0.6 �o • `\ 'b °' �'� ° a\ \ \ \ \\ \ \ °O• o / �tiL 129.05'- -�\ 63.00'-- --63.00' 63.00'-- --63.00' \ 11.9T 91 98' �SF 1r � \23,028 SF \ � \ \ 0 ca 20 21 24, 25 \ \ - \\s� c�0 o 6 BLOCK 15 ■ 0.^ o 5,072 SF- 5,072 � 15,072 SF � 5,072 SF � \ � 6 a 0 4s2' \\\\ 1 1 \o\ \\\ \ \ \ 0 00 ati• \ \ y -- --� -- --� \ \- w o,`L \ \ \\ \ \ o a0 1os is' 63.Oo'BLOCK 1363.00' \63.Oo' 63.00' 63.00'° \ u° .Q'o �s. \ °? 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Z // 0 115.00' IIIIIII Ilillli I j \ BLOCK 5 ti 14 8,740 SF 8,740 SF 8,740 SF 8,740 SF 8,740 SF T 8,7 0 SF 9,188 SF 33 115.00' 115.00' 0 16 a I BLOCK 6 5 .5 7,464 SF - 30 05 6,200SF 6,200SF ssr 110.32' 4a �� 11s.00' _ __--r15-o0 o 37 15,848 SF o u I w BLOCK 2 g N N 6,900 SF C. / IIII III1111II 0 0: ; o ; 6,000 SF 100.00' ,too.00' •,,,_._, _" __ 76.00' 76 00' 20' 76.00' 76.00' 76.00' 76.00' 75.00' 44' , r o 0 0 798 115.p�' 28 / 100.00' o o v, IIIIIII IIII \\\ 65 0 56 7 820 SF ?� 27 M 6,900 SF 6,900 SF 11 18,250 SIF r' 900 S i 931 //0 0 900$ 115.00' / '115.00'F 26ss o-- 6 14 N — — e — — — — — ns.00' / 1 0SF 6 F 14.13 a / I \\\ y /: o / 17 V 38/ 6,200 SF 6,200 SF ` ' 31 titi .' / / „ :..:.-.. . . . 11 s.00 0 35 115.00' 0 69.82' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' -i. " 72.1 6,000 SF 100.00, 100.00' -266 / 33 0 5 18,167 SIF q92 / oN 100.0o' ,�--- 66 55, 11s.00' 0 10 44 7,820 SF / , , 11s.or 6,900 SF 6,900 SF 6,900 SF 1a.13' s9 6 w i 6,900 SF �s 115.00' / // a O 7 13 BLOCK 4 a _ 115.00' ss : losa 18 0 0; 11s.00 1 5.00' 115.00' N N O 2 0 3 4 _ _ __ _ �' a - _ BLOCK 7 1.\ o __ // / /! \ Q Q /;. 26 ti 7,829 SF " J 39 6,200 SF 6,200 SF - - 7 8,-'0 9 a 10 q o o.` 6a 14,420 SF /_ 5 6 O 6,000 SF 7,469 SF - 7,201 SF_ -7,201 SF a 7,201 SF 7,201 SF -7,201 SF- --7,201 SF 7,201 SF 7,707 SF 67 54 0 -26 R r2y 30 100.00' 100.00' - 10,350 SF 4 �' 9 �° rs y°. 03, 6,904 SF Z 1oo.00' 6,905.SF 6,900 SF 6,900 SF 7,820 SF 17.s9' Sao, o0 0 Q 115.81' / r/Y� I ` Q z_ 115.00 115.00' 26168- 32 / oy / B 12 0 74.82' 72.01' 72.01' 72.01' 72.01' 72.01' 72.01' 72. 11' 77.20' -_115.00' 115.00' ---- _ 115.00' �17.99' 1 ----__ __ 13934SIF N " 19 � :. I r / a /I — 6,000 SF 266' h ' _ --- o ° p / / w — w 40 6,200 SF 6,200 SFCA 100.00' 100.00' -- 68 53 �° / \/\ 25 °° a9,146SF �`"; �/ a /' / / 0 J 100.00, 33, -- 33' 6 o Q 3.56' _ - 44 6,900 SF 6,900 SF 3 11s.00' 15,346 SF p�, .: 31 r - lO W --- 18 17 16 15 6,900 SF °..: _ -°' 7,820 SF r h 9,996 SF r III 14 g 13 g 11s.00 11s.00' a4 7,214 SF 7,201 SF 7,201 SF 7,201 SF 7,2011 SF 7,705 SF S 115.00' sz3 ° 20 20 19 (IIII Q 9 11 9,093 SF 8,645 SF 7,738 SF 115.00' ,. ° �7,800 SF s, r 41 6,200 SF 6,200 SF _ 12,836 SF a ° II Iw V°O• 09 ° / UIII III '-- 6,885 SF : 100.00' 1aa.00' - 69 52 N so c 33' °° 7� /'So — // //BLOCK 2 IIIIII IIIIII II 30 03 41.99 72.00' 72.00' 72.00' 72.00 63.86 13.85' m 7 \ ,�o?ti " `L6`0� - ,. /^ 7.2s' 56.85' , .. "".; .:. .. . . � ,--7,081SF 7,219SF �; � 33 80 01' . . :... ,. o• io 0 44' 21 T i \ 69.82 ... 58 55' 128.52 131.20' 2 1 3SF ti� o° 0 S / - / 3SF F 1 o 7 7 o8r4 F 1 8 SF 47,00 / 8,050 SF ss.s4' 1 8 76 � � 3 05 24 70 51 p \ 4,96 0°.. oo �rS \ IIIIIII II III I M 63.72' 58.70' 70.00' 70.00' 70-00' 70.00 55.15' 13.14 tl 60.00' 60.00' 60.00' 60.00' 28.46' `" \ , i \ 6 0+ 90 20 88 85 20' 70.70 7.29 — — — — — — — — — — — — — — — — — — — — d)) — 1 yR .' / lllplll IIIIIIII I / 83 - — _ - / n0.zz — �' _ 10,751 SF- ti. :/ 34 115.01' 115.00' 15.U7' N 38. 45.07..,.. .. 70.00':: _ - �:. : i \ 23, p6 — >> 050$F _- 115.00' S2' III I I\IIII / a, oo v n M m 72 0 7400:,.• v _ - 63.34' 8� 26g ° o // f / \ \ N o BLOCK 2 -_ - 8i N 80 N 79 78 N 77 76 75 74 73 71 70.00' J \ 91 gg 87 _ 86 --- g4 8,634 SF T 8,908 SF 8,790 SF � 8,671 SF 8,552 SF 8,434 SF T 8,316 SF 7,064 SF _7,020 SF 50 49 48 70.00' 2 - o. /^// 7 rl - 8,383 SF _ ---- ,7,187$F 7,572 SF 7,958 SF 7,982 SF �o.00' - _ "" , /: I i � 8,763 SF ---r 9,089 SF � 82 M 7,580 SF -'- - , a -' 7o.oa :oo / / / 4-1 9,471 SF °° 70.00- p i --- ----------- --- -------------- 0.00 5 4.93,,. as.00'.. �8,05 S� oo r Q♦� / 1w III I N BB � 8,050$F,� 8,056SF 42 43 00 15.10' / JG 41 0 / ° 1 8,050SF 40 N 36 8,050 SF o RIDENBAUGH CANAL Ec Ec -__— — — — 8,050$F 39 36 BLOCK 2 9,098 SF roa a =-_ — — — 8,050 SIF E�— _ — — — _ 8,055 SF Fc EG 37 PROJECT N0. y �roa —�Fr EG --- _ ___ — — — — — — — — — — —9,083 SIF / w I t��+�'-�.�I���.I �_� - - MS _ F E�Ec�E==-__- 10 . _/roe �° /� 1 II\\ j DWG FILE P.102 ------- -------- -------- -- -- I —Fr EGogL if DESIGNED BY BT DRAWN BY KOH --- --- __ CHECKED BY BT _ ------ --- PRELIMINARY PLAT ISSUE DATE 03/06/2017 SCALE: 1" = 100'-0"HORIZONTAL HORIZ.SCALE AS SHOWN 150 100 50 0 100 200 VERT.SCALE AS SHOWN HORIZONTAL SCALE IN FEET Pol 02 SHEET 3 OF 3 D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.030317.dwg Last Saved:03/06/2017 3:09 pm rsm CIVIL SITE w o Fx �c s September 13, 2020 City of Meridian 33 E. Broadway Ave. Meridian, ID 83642 RE: Movado Subdivision No. 9 Roadway Centerline Elevations To Whom It May Concern: I certify that all design street finish centerline elevations within Movado Subdivision No. 9 as shown in the stamped and signed subdivision improvement plans are set a minimum of three feet above the highest established normal groundwater elevation. Respectfully, Corinne M. Graham, PE \OtAL PrincipalGNS�c� f 16976 Q OF�V 921 S. ORCHARD STREET, SUITE 200 BOISE, ID 83705 (208) 946-3874 cgraham@cswengineering.com MOVADO SUBDIVISION NO. 9 BOOK , PAGE LOCATED IN THE NE114 OF SECTION 21, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 PLAT NOTES E. OVERLAND RD. BASIS OF BEARING I 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS S 89 13'35"E 2676.87' W. OVERLAND RD. �_ --- --- ___ HEREBY RESERVED ALONG THE FOLLOWING: --- --- 16 15 1 N1/4 CORNER --- --- --- --- --- --- --- ___ ___ • TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS 1 SECTION 21 DEPICTED CP&F108008840 NORTHEAST CORNER 21 22 0 TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS SECTION 21 1 DEPICTED LEGEND CP&F 105155109 • THREE(3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES YARD EXCEPT SUBDIVISION BOUNDARY LINE O FOUND 518"REBAR/CAP PLS 14221 FOR WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED I EXISTING DEED OR LOT LINE O FOUND 112"REBAR/CAP PLS 14221 A PERMANENT EASEMENT FOR NAMPA/MERIDIAN IRRIGATION DISTRICT IS HEREBY RESERVED ALONG THE FOLLOWING: DIMENSIONAL TIE LINE ❑ FOUND ALUMINUM CAP • TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH — — CENTERLINE 9 FOUND BRASS CAP STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE 1 OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE LOT LINE ® FOUND BRASS PLUG j SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT ZERO LOT LINE SET 518"REBAR/CAP PLS 11574 BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL 1 SECTIONAL LINE • SET 112"REBAR/CAP PLS 11574 1 OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." I I CALCULATED POINT 1 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED WC WITNESS CORNER SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. 1 LOT NUMBER 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN RM REFERENCE MONUMENT I 1 COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. I I 1 5. THE MOVADO GREENS ASSOCIATION,INC. ("ASSOCIATION')SHALL NOT DISSOLVE WITHOUT THE CONSENT OF THE CITY OF MERIDIAN. 6. LOTS 29,42, 43,AND 59,BLOCK 11,AND LOTS 11 AND 20,BLOCK 13, ARE RESERVED AS COMMON ° S AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THE ASSOCIATION. 5slo I 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT,IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO <C` IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM BOISE PROJECT. °0S�10 �s� ^ 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF �� / ♦'81 1 31 � ^ THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY. ° , o 32 • 9. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE ° 33 ♦`j�L�, THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 1 34 �� 10.A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND THE HOMEOWNER ASSOCIATION UPON,ACROSS, OVER AND UNDER ANY PORTION OF ANY LOT THAT IS NOT COVERED Ln� 12 35 ♦ C BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR HOMEOWNER ASSOCIATION MAY USE THE w 13 • 36 `�� EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION MAY DEEM NECESSARY OR ♦L CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY o j Oti 14 y�t> 37 ♦ DOCUMENTS, OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION CRAWFORD PLACE SUBDIVISION I IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE COMMUNITY DOCUMENTS. THIS o �� 15 38 SRO BK. 79, PG. 8411 EASEMENT INCLUDES, WITHOUT LIMITATION, RIGHTS TO INSTALL,OPERATE, MAINTAIN, REPAIR AND z MOVADO SUBDIVISION NO. 7 1 39 REPLACE IRRIGATION SPRINKLERS, LINES, CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES. PG. ---- BK. -------- 16 17 LOCK 13 y5�' ' 40 41 29 ;p� W 11. THIS SUBDIVISION SHALL BE SUBJECT TO THE MASTER DECLARATION OF COVENANTS, 1 �-7 CONDITIONS AND RESTRICTIONS FOR MOVADO COMMUNITY ASSOCIATION,INC.,PER INSTRUMENT NO. 45 ♦ IS 46 2 9` I q 2017-121068 AND ANY SUBSEQUENT AMENDMENTS. a ° y 19 47 4 BLOCK 11 � ♦ W 12.A PORTION OF THIS PLAT IS IN A FLOOD PLAIN AS SHOWN ON FIRM PANEL 16001CO254 H, 1 • ♦ REVISED TO REFLECT A LOMR. 1 ,y o s� 20 � 48 RM RM• 1 � �( d\p•A? 59 • ♦ j U 13. THIS PLAT IS SUBJECT TO NAMPA&MERIDIAN IRRIGATION DISTRICT, LICENSE AGREEMENT INST. — 49 • �% _ _ pM ♦ NO. 2017-096129. • � C2 0 � 58 •p 50 N 85°24'01° W 171.21 C.� 43 \♦ ^ 14. A PORTION OF LOT 11,BLOCK 13,IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER 1 �po0� 57 51 EIGHT MILE CREEK 4/6Oo ♦ Qi>j ♦ DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM 1 pc s , POB 1 WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 2015 103256, °GL 56 52 O,L�� �S jj`' � 44 • _ 1 N ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL 53 (THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE �♦ 55 54 ..Vv ♦ Sy° DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR MOVADO SUBDIVISION N0. 3 go S / ♦ o O , THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. ♦ •Q� N d 6s�, PG. 112, BK. 16387 v''9` • /oDc� j /��♦ RM BLOCK 11 15. LOT 42, BLOCK 11 IS AN ACCESS EASEMENT INST. NO. XXXXX FOR LOTS 39 41,BLOCK 11. S a UNPLATTED �9� 16. LOT 44 BLOCK 11 IS A COMMON LOT IN FAVOR OF THE NAMPA MERIDIAN IRRIGATION DISTRICT. �99 � GI,C • C3 SURVEYORS NARRATIVE I MOVADO SUBDIVISION NO. 6 1 THIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF THE PG. 117, BK. 17780 OWNERS TO CREATE RESIDENTIAL LOTS. I I 1 THE BOUNDARY FOR THIS SUBDIVISION WAS ESTABLISHED FROM AN 1 APPROVED PRELIMINARY PLAT,AND THE MONUMENTS SHOWN HEREON j HAVE BEEN ACCEPTED AND USED FOR PREVIOUS PLATS AND RECORD OF SURVEYS. I I 1 LINE TABLE 1 LINE BEARING I DISTANCE ; REFERENCES Ll N 45°4131"E 47.00' L2 S 43°58'30"E 18.49' RI)MOVADO SUBDIVISION NO. 3, BOOK 112 OF PLATS,PAGE 16387,ADA COUNTY RECORDS I R2)MOVADO SUBDIVISION NO. 6, BOOK 117 OF PLATS,PAGE 17780,ADA COUNTY RECORDS R3)CRAWFORD PLACE SUBDIVISION,BOOK 79 OF PLATS,PAGE 8411,ADA COUNTY RECORDS 1 R4)MOVADO SUBDIVISION NO. 7, BOOK XX OF PLATS,PAGE XX I CURVE TABLE a, 115 4 �, CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH R' Cl 53.25' 24024'23" 125.00' N 73011'50"W 52.84' df!/16/20 j 2030 S. WASHINGTON AVE. SCALE C2 100.03' 45050'58" 125.00' IS 71040'30"W 97.38' ��/q BF 100 0 50 100 200 C3 247.11' 76031'50" 185.00' S 87000'56"W 229.14' F EMMETT, ID 83617 (FEET) BEAD I F y (208) 398-8104 1 INCH= 100 FT FAX (208) 398-8105 I j C1/4 CORNER l CP&FSECTI20N 21107365 E1/4 CORNER ��f70 �u�l�eyi/�y i WWW.SAWTOOTHLS.COM -- --- --- ___ SECTION 21122 --- ___ CP&F 114011299 SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 9008'03"W 2656.14' --- --- --- 1 OF 4 912020 WFJ JB 19428 19428-FP MOVADO SUBDIVISION NO. 9 BOOK , PAGE LEGEND A SUBDIVISION BOUNDARY LINE o EXISTING DEED OR LOT LINE \� 16 15 \DIMENSIONAL TIE LINE �so ��♦� \�1, 21 22 'L ♦' \� \ s - - CENTERLINE ,�Qc LOT LINE 3� ♦�'Qp OQi�i^�''c� sd, % i 30 �cP ' ZERO LOT LINEQ` SECTIONAL LINE / \ 6o0tiy,�yQ1 31 v/pi�i�i \`�O' �9, \♦ --------------- PUBLIC UTILTIY,IRRIGATION&DRAINAGE EASEMENT ° �h0 ?00`5��,ti0` �p ,'� 00,�^�� • 32 y0pi�i� \o0 29�\ O FOUND 518"REBAR/CAP PLS 14221 FOUND 112"REBAR/CAP PLS 14221 /♦QO i 'G\ �9" F'° \� <\ 00���i� 33 O No SET 5/8"REBAR/CAP PLS 11574 1 06 • SET 1/2"REBAR/CAP PLS 11574 QO�, Q00,',' 34 �> \\ CALCULATED POINT �' 1� J 12 ro\\ 9 F F1 0p`,`'�' °pi/ ' 35 POB POINT OF BEGINNING g 'G\\\ 9" o�j `' • 0po .0 ♦ 00�/� ' yip i� olio' 13 1 i F i o0, i 36 , i > 1 LOT NUMBER 3 tom` \ 0000 3 /0 , s\ \ •o � gyp' p \ cj i i ,.,�0 i i i , IFS (r i 00�i�i' STORM DRAIN EASEMENT .0� 3 i S'to 14 �o`\ �, L5 2 o-`/ '10_ p,6,',' 37 ,',1Qy' �> `\ 4 111 INST. N0. oDc� < ly o\ \ i 0 i 5i i i i i i g \ i� Ocd 38 15 r00 0 ��30 \ C / 0 39 �/3 210 16 \\\\ '` Ri phi 3�4 \\ ♦� n\ D ��00,0 ,',� i� '0.����6 \�.S , CKI \ \ 1 0 • �C1 ,t� , ,600 40BLO30, 6 , o 17 i > 0 t�1��J�S �� \\\v �o \ s� \� t° 3`0 '�,'�� ,I,'�p �,' Ssr� \ 9,�i 1 0 �J Ql r J \ 6�\ i i 29 o, �i 41 9' i ti 4/ 45 \\ r� o 3�i/ \\\2� \\\� \\.9 � S6 /2 , j \ \ro \ D 3o !\ 59 ' It 18 �\\\ '0 �' p1 Ql \ \tv 46 ` \r \ 1 L 33. o v o \ i 0 5 6 n \ \ \ \ \�' \ N6 42 g9,• sr RQO� Di 3oSg F . r 3 � '� 00� BLOCK II \` �0 1� `�o GL �� 0> y 5 ' \ \lo \ \GL \ \ \ 1� 9. 2?S pb �\ns 19 l J i ^�\ \\\1Qs 47 \\\\�1 \\`\ Cl �'IIo 6 L�j 5 hp F \\\9,, \ \9 \� ^��19 RM• o O� \ �o �' \ ',P (9 20 \9 0"� 3 i ' \\\�� `\` `\\\ 0 G9 N 85 24'01"W 171.21' • 9' ��y�� y\2 `\ \sfl.,48 `\`rso � �� G2 o RM C \\ i 0 � 0 C Q ^<\ \\\1Qs 49 `\\its \\\\ 'O�p•(LCI\ �_ J Rtij \ A '1 ♦gyp i i �p t- • 3, \\\v10 \ \� \ \ ,ip �9 i C2 N85 2401 W 171, E ♦ 0 moo- \ \ 0 21 IN, ,', 50 `\ 43 58 i�i�titi�' ��� C6 ti°�� \\\F \\\9." \\boo �� EIGHT MILE CREEK \ A �p<<0 ♦� , c�j0 p 5I C5 A �C� \\\\F 51 `\`1t \ \i 3�' ♦o N60o Rnj �' Ri iti 57 i i 1 0 CZ8 C2 ^\ \\.' \ \r9., \ \o POB \ \\ s52 NoWC sos 44 • UQ Q o� 56 \ ° \ t \ -1q 0 o53 pp I I W \ \ \ J J v 5 ♦�\ 9''6•, O� 6Q v 55 I 9 `. O /\\ �•IF6. �'�.r: / /�~ti I to 54 +o `r"y o06y � S I N 4 I IZ BLOCK 11 .05' \\\\ ��tib4� /��� \ 59 3'(TYP) I �3'(TYP) \\\\\✓/�y3 �� `� 600� RM \c I CURVE TABLE LINE TABLE -Q 2� �,� L------ i - `\\ C25 CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH LINE BEARING DISTANCE 9�r. \ •o °oM Cl 53.25' 24024'23" 125.00' N 73011'50"W 52.84' Ll S 43058'30"E 18.49' WC o Q) C10 C2 100.03' 45050'58" 125.00' S 71°40'30"W 97.38' L2 S 68040'31"E 10.86' \ 59 C3 247.11' 76031'50" 185.00' S 87000'56"W 229.14' L3 N 46001'30"E 7.75' 00 C4 282.60' 29402329" 55.00' S 53049'l1"W 59.59' L4 N 11 02847"W 13.97' ; C5 111.96' 87016'30" 73.50' N 8703644"W 101.44' L5 N 8703644"W 17.94' \ `� \ C6 76.16' 87016'30" 50.00' N 8703644"W 69.01' L6 S 02023'16"W 18.82' C3 C7 40.37' 87016'30" 26.50' N 8703644"W 36.57' L7 S 35°1651"W 40.00' \ C9 132.04' 45050'58" 165,00' S 71°40'30"W 128,54' L8 S 41°1459"E 40.00' C8 70.29' 2402423" 165.00' N 73011'50"W 69.76' L9 N 41°14'59"W 40.00' C10 193.68' 76031'50" 145.00' S 87000'56"W 179.60' L10 S 0403559"IN 40.00' \ Cil 18.25' 3902712" 26.50' S 6802837"W 17.89' Lll S 0403559"IN 40.00' C12 22.12' 47049'18" 26.50' N 67053'09"W 21.48' L12 S 29000'22"IN 40.00' \ C13 27.29' 2802527" 55.00' N 79009'50"W 27.01' L13 N 29009'56"E 39.76' C14 34.61' 36003'30" 55.00' N 4605521"W 34.05' \ C15 27.34' 28029'08" 55.00' N 14039'02"W 27.06' C16 20.93' 21°47'59" 55.00' N 10029'31"E 20.80, \ C17 172.43' 17903725" 55.00' N 6804747"W 110,00' C18 41.69' 1402838" 165,00' S 87021'40"W 41.58' y \ C19 37.55' 13002'22" 165.00' S 73036'10"W 37.47' C20 34.86' 12006'19" 165.00' S 61001'49"W 34.80' \ C21 17.93' 6013'39" 165.00' S 51°51'50"W 17.92' C22 9.38' 7018'57" 73.50' N 5202429"E 9.38' C23 45.13' 17050'05" 145.00' S 57040'03"W 44.95' C24 27.60' 21°30'58" 73.50' N 6604927"E 27.44' C25 81.62' 32015'12" 145.00' S 8204242"W 80.55' C26 27.50' 21°26'08" 73.50' N 88018'00"E 27.34' C27 66.92' 2602633" 145.00' N 6705626"W 66.33' rM-1 28.11' 21°5448" 73.50' S 70001'33"E 27.94' C29 19.36' 15005'39" 73.50' S 51°31'19"E 119.31' 114 CORNER SECTION 21/22 CP&F 114011299� 1 w� s 2030 S. WASHINGTON AVE. a 115 EMMETT, ID 83617 SCALE t?/OF2 00 (208) 398-8104 so o so so 120 14,�F BEA&G T FAX (208) 398-8105 If-r-00/ (FEET)1 INCH= 60 FT �cnd Su��eyiy WWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 2 OF 4 912020 WFJ JB 19428 19428-FP MOVADO SUBDIVISION NO. 9 BOOK , PAGE CERTIFICATE OF OWNER: ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: STATE OF IDAHO l } SS THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW AND COUNTY OF ADA J IT IS MY INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM THE CITY OF ON THIS_DAY OF 2020, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN STATE, PERSONALLY APPEARED JIM CONGER, KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF MOVADO WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334) DEVELOPMENT, LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED HEREON,AND NO PERMANENT IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ABOVE WRITTEN. THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC. BASIS OF BEARING FOR THIS DESCRIPTION IS SOUTH 89°13135"EAST, BETWEEN A BRASS CAP MARKING THE N114 CORNER OF SECTION 21 AND AN ALUMINUM CAP MARKING THE NORTHEAST CORNER OF SECTION 21, BOTH IN NOTARY PUBLIC FOR IDAHO T. 3 N., R. 1 E., B.M.,ADA COUNTY, IDAHO. RESIDING AT A PARCEL OF LAND LOCATED IN THE NE114 OF SECTION 21, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN,ADA COUNTY, IDAHO MORE PARTICULARLY DESCRIBED AS FOLLOWS; MY COMMISSION EXPIRES COMMENCING AT AN ALUMINUM CAP MARKING THE NORTHEAST CORNER OF SAID SECTION 21; THENCE SOUTH 0°3754"WEST, COINCIDENT WITH THE EAST LINE OF SAID NE114,A DISTANCE OF 1976.79 FEET; THENCE LEAVING SAID EAST LINE OF THE NE114, NORTH 54°06'57"WEST, 217.97 FEET TO A 518"REBAR/CAP PLS 11574 AND THE POINT OF BEGINNING; THENCE SOUTH 0°3754"WEST, PARALLEL WITH SAID EAST LINE OF THE NE114,A DISTANCE OF 149.01 FEET TO THE CENTERLINE OF THE EIGHT MILE CREEK WITNESSED BYA 518"REBAR PLS 11574, BEARING NORTH 0°37'54"EAST, 45.65 FEET,- THENCE ALONG SAID CENTERLINE OF THE EIGHT MILE CREEK THE FOLLOWING EIGHT(8)COURSES AND DISTANCES: THENCE NORTH 60°4633"WEST, 293.13 FEET,- THENCE NORTH 60°5938"WEST, 85.77 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT; THENCE 53.25 FEET ALONG THE ARC OF SAID CURVE, WITH A RADIUS OF 125.00 FEET, HAVING A CENTRAL ANGLE OF24°2423", SUBTENDED BYA CHORD BEARING NORTH 73°11150"WEST, 52.84 FEET; THENCE NORTH 85°24'01"WEST, 171.21 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT, THENCE 100.03 FEET ALONG THE ARC OF SAID CURVE, WITH A RADIUS OF 125.00 FEET, WITH A CENTRAL ANGLE CERTIFICATE OF SURVEYOR.- OF 45°50'58", SUBTENDED BYA CHORD BEARING SOUTH 71 o40'30"WEST, 97.38 FEET; THENCE SOUTH 48°45'01"WEST, 202.35 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT; 1, JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT 1 AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN THENCE 247.11 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 185.00 FEET, WITH A CENTRAL ANGLE FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY OF 76°31'50", SUBTENDED BYA CHORD BEARING SOUTH 87°00156"WEST, 229.14 FEET, REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THENCE NORTH 54°43'09"WEST, 153.99 FEET WITNESSED BYA 518"REBAR/CAP PLS 14221 BEARING THROUGH 55-1612. NORTH 46°01'30"EAST, 20.36 FEET,- THENCE LEAVING SAID CENTERLINE OF EIGHT MILE CREEK, NORTH 46°01'30"EAST, 164.61 FEET TO A 518"REBAR/CAP PLS 14221; THENCE NORTH 45°4131"EAST, 47.00 FEET TO A 518"REBAR/CAP PLS14221; S W � THENCE NORTH 48°45'01"EAST, 334.38 FEET TO A 518"REBAR/CAP PLS14221; O JEFF BEAGLEY a 115 4 P.L.S.11574 THENCE SOUTH 43°58'30"EAST, 18.49 FEET TO A 518"REBAR/CAP PLS 14221; tX/16/2-0 OF 1� THENCE NORTH 46°01'30"EAST, 189.24 FEET TO A 518"REBAR/CAP PLS 14221 ��FF BE AG�'�' THENCE SOUTH 45°21'57"EAST, 154.81 FEET TO A 518"REBAR/CAP PLS 11574; THENCE SOUTH 54°06'57"EAST, 604.97 FEET TO A 518"REBAR/CAP PLS 11574 TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 6.943 ACRES MORE OR LESS 2030 S. WASHINGTON AVE. LEMMETT, ID 83617 (208) 398-8104 MOVADO DEVELOPMENT, LLC ±w-roo L FAX (208) 398-8105 JIM CONGER, MEMBER C�r��Cu��eyir�y CCC WWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY. CHECKED BY: JOB#: DWG#: 3 OF 4 912020 WFJ JB 19428 19428-FP MOVADO SUBDIVISION NO. 9 BOOK , PAGE APPROVAL OF CITY COUNCIL HEALTH CERTIFICATE I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2020 THIS PLAT WAS DULY ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE ACCEPTED AND APPROVED. CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. CITY CLERK DATE DISTRICT HEALTH DEPARTMENT, EHS DATE CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. COUNTY SURVEYOR DATE APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF 12020. PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATE CERTIFICATE OF COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN "PAID IN FULL" THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. COUNTY TREASURER DATE COUNTY RECORDERS CERTIFICATE APPROVAL OF CITY ENGINEER STATE OF IDAHO I I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY SS APPROVE THIS PLAT. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC., AT , MINUTES PAST , O'CLOCK_.M. THIS , DAY OF , 2020, A.D., AND WAS DULY RECORDED IN BOOK OF PLATS AT PAGES , THROUGH , INSTRUMENT NUMBER CITY ENGINEER DATE DEPUTY EX-OFFICIO RECORDER 2030 S. WASHINGTON AVE. �ti s LEMMETT, ID 83617 w (208) 398-8104 11574 a t f �, �5zwroo� FAX (208) 398-8105 f3,9/1�/20 llq�� OF 'N OFF BEAGl' �cr��5u��eyir�y ��C WWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY. CHECKED BY: JOB#: DWG#: 4 OF 5 912020 WFJ JB 19428 19428-FP Issue Description Date \/X ISSUE 3-ci-20 �G 019 GALL 4-20-20 OF 0. F � r 30 f. 6535 `;: Fc F \ S ' HT SOLID VINYL FENGE. SEE DTL 4, SHT L3 (TY ° 32 2=1H 33 RIDE AU TDx® TO 5 REM N JENSENBELTS I-R REM � 1-GL NATU Fc ASSOCIATES 2-RS " 1 \ 3-FY (TYP) 3-H6 34 T� Site Planning \ 12 / \ Landscape Architecture 2-KF FC FCT��\ 1509 S. Tyrell Ln. Ste. 130 I-RS 35 Boise, Idaho 83706 3-f:Y Ph. (208) 343-7175 13 (6-ML 36 ` www.jensenbelts.com q0 14 4- ` 7 T 15 � 38 S LAWN >� ■ (TYP) 39 16 ML 4-GB � 4 z Q 3-MJ ® � J 2-HG " �� �� 17 3-FY 0. I-GG G 4-R S O 3-MJ 2-I H 18 3-FY 2-ML 47 I-GG 4 0-IRS -GL 24_HG 2-RS i ®® 3-H6 4 8 19 -MJ 2- 5-ML PIRR � -GL _ 0Q 2-KF I R5 / ��� EG �� EO EG I ®� Q 3-ML 49 — J I. REFER TO SHEET L3 FOR PLANT SCHEDULE, O LANDSCAPE NOTES, GALGULATIONS, AND W Q�P.Gj 50 TO DETAILS. Q p 2. REFER TO SHEET L4 FOR LANDSCAPE �pQ/ SPED I F I GAT I ONS. 59 S 51 O S J / 0 Q 58 52 _ Q z PLANT 5CHEDJLE > U. A� 9q (REFERENCE SHEET L3)3 F� / SYM COMMON NAME O T 5�' opQ EVERGREEN TREES MJ MOONOLOW JUNIPER Fc 'pU 5 SHADE TREES (GLASS III) LAWN 5 RO RED OAK 55 ORNAMENTAL TREES (GLASS 1) 56 CC GORALBURST GRABAPPLE 6' SOLID VINYL PRI VAGY FENGE Job Number 2026 c 5 HT OPEN VISION GP GHANTIGLEER PEAR (TYP) SEE DTL 4, SHT L3 �� Fc IRON FENGE ALONG GANAL EASEMENT SHRUBS/ORNAMENTAL CGRASSES/PERENN I ALS Drawn Checked p� SEE DTL 5, SHT L3 5' OPEN VISION IRON FENGE q GB CRIMSON PYGMY BARBERRY (TYP) e\�� �G � SE DTL S,NSHT E 35EMENT (TYP). J J N K C S GL GHARLES JOLY L I LAG F FY GOLD TIDE DWARF FORSYTHIA Scale AS SHOWN c HC� HENRY'S GARNET SWEETSP I RE PIR I H IVORY HALO DOGWOOD Sheet Title EG KF KARL FOERSTER GRASS c 0 TO ML MUNSTEAD LAVENDER EO EG RS RU551AN SAGE LANDSCAPE 0:1 PLAN KEY MAP \�. < % ' ' ' •DEVELOPER � Sheet Number DEVCO, LLC. NORTH 4824 W. FAIRVIEW AVE 0' 30' 60' 90, Ll BOISE, IDAHO 83706 - (208) 336-5355 ' SCALE I" = 30' 1 of 4 Sheets Issue Description Date ISSUE 3-ci-20 GALL 4-20-20 `OF r� 6' HT 50L I D -- � C F FL.ANT 5CvHEZ%L.E r O VINYL FENGE. 9 SEE ( 4, SHT L33 (TYP) (REFERENGE SHEET L3) r ,, T SYM COMMON NAME O •i 6535 FO EVERGREEN TREES MI-1 MOONGLOW JUNIPER �11�I�II�11 SHADE TREES (GLASS 111) LAWN 5' HT OPEN- 3-GB RO RED OAK I RS o FC \ -HCG TOe \ IRON FENGE t,. ORNAMENTAL TREES (GLASS 1) �_Flr N, RIDENBAUCGH GA. CC CORALB B 6' URST GRAAPPLE SOLID VINYL PRIVACY FENGE / SEE DTL 5, SHT L3 G 3� MJ I�G �` (NP) P CHANTICLEER PEAR (TYP) SEE DTL 4, SHT L3 3-FY4 S \ SHRUBS/ORNAMENTAL GRASSES/PERENNIALS \ 2-14 i 5' OPEN VISION IRON FENGE JENSENBELTS I-GC, i • GB CRIMSON PYGMY BARBERRY ASSOCIATES 3-GB �9q GL GHARLES JOLY LILAC, X X ALONG CANAL EASEMENT (TYP). I-RO , _ SEE DTL 5, SHT L3 \ � I RS Q � � FY GOLD TIDE DWARF FORSYTHIA i I-M-1 HC� HENRY'S GARNET SWEETSPIRE 4-ML 2 GP Site Planning 2=R0 IH IVORY HALO DOGWOOD Landscape Architecture o, T KF KARL FOERSTER GRASS Oe ML D ENDER 1509 S. Tyrell Ln. Ste. 130 P G VEL \ Boise, Idaho 83706 T6R PA �LKI RS BUSS AN SAGE LOOP ��Oj� Ph. (208) 343-7175 9 EG www.jensenbelts.com EG 2 EG B EG G -RO Fc ,43 I. REFER TO SHEET L3 FOR PLANT SGHEDULE, LANDSCAPE NOTES, GALGULATIONS, AND T _ F DETAILS. LANN �O� Fc 2. REFER TO SHEET L4 FOR LANDSCAPE \ (TY SPEG I F I GATI ONS. F 3-GP TOB ■ E o F C� �� \ 0z Z a J Q� Fc c Toy \ W \EIGHT MILE GREEK C� o LOT 43 EXTENSION r0F TO REMAIN NATURAL > i o a — J Toe � W Fc Cn � a P \ O \ J Oe \ LLJ Q Z LL — F � O Job Number 2026 w Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE \ PLAN KEY MAP Sheet Number DEVELOPER DEVCO, LLC. NORTH ., 4824 W. FAIRVIEW AVE 0' 30' 60' 90, L2 BOISE, IDAHO 83706 (208) 336-5355 ' SCALE I" = 30' ` 2 of 4 Sheets Issue Description Date ISSUE 3-ci-20 GALL 4-20-20 V x 2" x 2" CEDAR STAKE, 2 PER TREE. SET STAKES PARALLEL TO PREVAILING WIND. SECURE WITH RUBBER CINCH TIES. POST GAP 6 PLAN DO NOT PENETRATE ROOTBALL. ' O.G. SEE NOTE 3. I Y2'� x 5 Y2" RAIL ll1l� � PIT SCHE:%LE CKET x 6" VINYL PANELS SYM GOMMON NAME BOTAN I GAL NAME SIZE F ROOT GROWN TO BE 1-2 O C. 4„ EVERGREEN TREES � � ABOVE FINISH GRADE. TRUNK FLARE MUST BE VISIBLE M_I MOON6LOW JUNIPER JUNIPERUS SGOPULORUM 'MOON&LOW' 6'-8' HT BBB r IN PLANTING BEDS: SHADE TREES (GLASS III) 5-0" MIN MULCH AS SPECIFIED. RO RED OAK OUERGUS RUBRA 2" GAL B$B 6535 BRUSH AWAY FROM TRUNK. firms FERTILIZER TABS AS SPECIFIED _ ORNAMENTAL TREES (GLASS 1) x1�SCAj�w��*�� CC GORALBURST GRABAPPLE MALUS x 'GORALBURST' 2" GAL BiB -I III II I ==I SNIP BASKET $ GP GHANTIGLEER PEAR PYRUS GALLERYANA 'GLEN'S FORM' 2" GAL BiB TURN BACK BURLAP 1/3. 5" x 5" 50 POST 2 -O MM i I—III=III=III=I I BAGKFILL W/ TOPSOIL MIX x SHRUBS/ORNAMENTAL CGRA55E5/PERENNIALS II I—III—III—III .III- GB CRIMSON PY6MY BARBERRY BERBERIS THUNBER61I CRIMSON PYGMY 3 &AL .;III-III AS SPEC'D 4 TAMP LOOSELY IN N IN 4"-6" LIFTS GL GHARLES JOLY LILAC, SYRIN&A VUL6ARIS 'GHARLES JOLY' S GAL 2 x BALL DIA. FY 6OLD TIDE DWARF FORSYTHIA FORSYTHIA x INTERMEDIA '&OLD TIDE' 5 GAL H& HENRY'S GARNET SWEETSP I RE I TEA V I R&I N I GA 'HENRY'S GARNET' S GAL IH IVORY HALO DO&WOOD GORNUS ALBA 'BAILHALO' S GAL JENSENBELTS NOTES: FOOTING PER MF6 KF KARL FOERSTER GRASS GALAMA6ROSTIS AGUTIFLORA 'KARL FOERSTER' I GAL I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. RECOMMENDATIONS ML MUNSTEAD LAVENDER LAVENDER AN&USTIFOLIA 'MUNSTEAD' I GAL ASSOCIATES 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/5 OF ALL ROOT BALLS AFTER RS RUSS I AN SAGE PEROVSK I A ATRI PL I G I FOL I A I GAL PLANTING. IF SYNTHETIC, WRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. 3. STAKING OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS NOTES: Site Planning RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN I. STYLE AND GOLOR TO MATCH EXISTING DEVELOPMENT VINYL Landscape Architecture STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF FENGINCG. LAWN THE I YEAR WARRANTY PERIOD. 1509 S. Tyrell Ln. Ste. 130 4. TREE TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. Boise, Idaho 83706 Ph. (208) 343-7175 www.jensenbelts.com 6 SOLID VINYL PRIVACY FENCE TREE PLANT I NCB/STAK I NCB �. � ' SOLID �I NYL ��I��GY ��NG� (TYP) SEE DTL 4, TH IS SHT NOT TO SCALE NOT TO SCALE 5 OPEN VISION IRON FENCE X— X ALONG CANAL EASEMENT (TYP). SEE DTL 5, THIS SHT III 2" x 2" 50 POST 6' O.G. HORIZONTALRAIL x I � (.080 WALL MIN) O 4" PICKET SPAGING �/S Z " x 5/8" PICKETS GKETS 3" OF MULCH A5 SPEGIFIED. (.050 WALL) — z Q BRUSH AWAY FROM STEM. J 1. ALL LANDSCAPE SHALL BE INSTALLED IN AGGORDANGE WITH THE G I TY OF MERIDIAN LANDSCAPE 0. ORDINANGE. REFER TO SPEGIFIGATION SECTION 32 ciO 00, SHEET L4 FOR ALL LANDSCAPE REQUIREMENTS. z W :III I _I— TURN BACK BURLAP, TOP 1/3 OF BALL. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRI6ATION SYSTEM. REFER TO O KEEP GROUND LINE SAME AS NURSERY. Q SPEGIFIGATION SECTION 52 84 00, SHEET L4 FOR ALL IRRIGATION PERFORMANGE REQUIREMENTS. FERTILIZER TABS AS SPECIFIED 3. MULCH FOR PLANTING BEDS SHALL BE PREMIUM &ROUND COVER (BLEND OF GASGADE COMPOST AND 0 = BLACK LAVA FINES) FROM GLOVERDALE NURSERY (208-375-5262), CONSISTENT IN APPEARANGE, AND U PLANTING SOIL AS PER SPECS. SHALL CONTAIN NO TOXIC, SUBSTANGE DETRIMENTAL TO PLANT LIFE (PER SPEC. SECTION 32 CiO 00, 000 000 000 000 SHEET LS). > O O 0000 000 O 0 0 Q 080 000 000 - 000 000 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, 000 000 c V 000 000 OR FACILITIES. SEEPA&E BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE Q Z NOTE: DIG HOLE TWIGE THE SIZE OF ROOTBALL. 000 000 000 CONCRETE GONSTRUGTION AND INSTALLATION OF THE LANDSCAPE IRRI&ATION SYSTEM. Q o°o o°o° o°0 0000 M FOOTING 5. NO TREES SHALL IMPEDE THE 40' STREET AND DEPARTURE VISION TRIANGLES AT ALL INTERSEGTIONS. NO W j 12" GONIFEROUS TREES OR SHRUBS OVER 3' HI&H AT MATURITY WILL BE LOGATED WITHIN VISION TRIANGLE OR SHRUB FLANTIN6 AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE GANOPIES TO MEET W 2 NOTES: AGHD REQUIREMENTS FOR MAINTAINING GLEAR VISIBILITY WITHIN 40 STREET AND DEPARTURE VISION NOT TO SCALE TRIANGLE. U Q I. STYLE AND COLOR TO MATCH EXISTING DEVELOPMENT IRON FENGIN6. 6. TREES SHALL BE PLANTED NO GLOSER THAN 50' FROM STOP SIGNS. J 7. TREES SHALL NOT BE PLANTED WITHIN 5 OF WATER METERS OR UTILITY LINES. O �J 5 OPEN VISION IRON FENGE 8. THERE ARE NO EXISTING TREES ON SITE. Q Q NOT TO SCALE z LL TURF 8 O 11 MULCH PER SPEC LA`N�BCAFE CALCe --T ION5 4" I III—I I , LOCATION AREA REG2UIRED: PROVIDED: o1IIIIIIIII—III III III—III—III TREES TREES COMMON AREA 33,a60 SF / 8000 = 5 20 FINISH GUT EDGE TOP SOIL Job Number 2026 GRADE Drawn Checked JJN KCS Scale AS SHOWN PLANTER GUT BED ED6E NOT TO SCALE Sheet Title LANDSCAPE PLAN Sheet Number DEVELOPER DEVCO, LLC. 4824 W. FAIRVIEW AVE L3 BOISE, IDAHO 83706 (208) 336-5355 3 of 4 Sheets Issue SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00-SPRINKLER IRRIGATION (PERFORMANCE) Description Date PART 1 -GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 - GENERAL ISSUE 3-ci-20 1.1 RELATED DOCUMENTS 2.1 TOPSOIL 3.1 PREPARATION -GENERAL 1.1 CONDITIONS AND REQUIREMENTS: E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. GALL 4-20-20 A. Drawings and general provisions of Contract, including General and Supplementary Conditions A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil shall be C. General Contractor shall be responsible for excavating planting areas to appropriate depths for A. General and Supplementary Conditions, and Division 1 General Requirements. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). and Division 1 Specification Sections. fertile,friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, brush, weeds, roots, placement of topsoil as specified herein. G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter harmful to D. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and outline 1.2 SUMMARY H. Air Relief Valve: Netafim Model TLAVRV, 1.2 SUMMARY plant growth. areas and secure Architect's acceptance before start of planting work. Make minor adjustments as may A. Work included: A. This Section includes provisions for the following items: 1. Contractor shall send a minimum of three 3 representative topsoil samples for testing. See be required. 1. Provide and install a complete and operating automatic irrigation system for 2.5 MISCELLANEOUS p g ( ) p p p g� q A. Chemicals: rimer and solvent glue as required b pipe manufacturer. 1. Trees. testing requirements below. Contractor is responsible for whatever soil additives are all lawn and planting areas. p 9 q Y p P 2. Shrubs; Ground cover. recommended by the tests. Submit to Architect for approval. Compost will be added to other 3.2 PREPARATION OF PLANTING SOIL 2. Connect to main water supply at existing site stubout as provided. B. Valve box-high impact plastic, green in color. 3. Lawns. additives and added regardless of test results. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous materials 3. Sleeving under paved areas (by others) C. Valve cover and frame-compatible with valve box with provision for locking. 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, harmful or toxic to plant growth. 4. Obtain and pay for all permits and fees for the work of this section. D. Drainage backfill-clean gravel or crushed stone, graded from 3" maximum to p q Y P� P p p P p 9 �t1Nlllj/� 1 4" minimum. !3/ u � 5. Miscellaneous Landscape Elements. friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting will 5. Perform work on a design/construct basis, subject to the requirements of t\��,��G �F I I!�$ 6. Initial maintenance of landscape materials. litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other extraneous not follow placing of planting soil in a few days. the Contract Documents, applicable codes, and good design practice. ��, �f PART 3- EXECUTION • C. B. Related Sections: The following sections contain requirements. or toxic matter harmful to plant growth. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 6. Winterization of system. �7 O f 1. Underground sprinkler system is specified in Section 32 84 00. "Irrigation System." 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project site. Shrub Areas: 1/3 compost, 2/3 topsoil. � r Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of not less Fertilizer: Per soil test and manufacture's recommendations. 1.3 SUBMITTALS 3.1 GENERAL 1.3 QUALITY ASSURANCE than 4 inches. Do not obtain from bogs or marshes. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and mix A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: A. Install system to provide for adequate protection against freeze damage. o 1. Manufacturer's printed product information and catalog cut sheets for all B. Install system in accordance with approved Contractor design drawings. All . � an A. Subcontract landscape work to a single firm specializing in landscape work. 2. Composition: Topsoil shall contain from 1 to 20/o organic matter as determined by the Organic thoroughly before planting. p P 9 .0 1 Z system components;five copies. deviations from the plans must be approved, and clearly recorded on record drawing. r � " B. Source Quality Control: Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation Report Y p p� f �� �� o B. Shop Drawings: Submit shop drawings for underground irrigation system including C. Install system and components in strict accordance with manufacturer's itti 1. General: Ship landscape materials with certificates of inspection required by governing No. 1. Maximum particle size, 3/4-inch, with maximum 3/o retained on 1/4-inch screen. 3.3 PREPARATION FOR PLANTING LAWNS p 9 P 9 9 9 Y 9 /� ��� authorities. Comply with regulations applicable to landscape materials. Other components shall conform to the following limits: A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a plan layout and details illustrating location and type of head, type and size recommendations. !!!!. �* of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. D. Install quick coupler(s)on main supply line, approximately equal spacing, at 1 S 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of pH 6.5 to 7.5 minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove p p 9 p p 11iH11%� non-availability to Architect, with proposal for use of equivalent material. Soluble Salts 600 ppm maximum sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted C. Record Drawings:At completion of this work, submit to the Contractor: valve box locations or intervals of approximately 200 feet, whichever is greater. 3.Analysis and Standards: Package standard products with manufacturer's certified analysis. Silt 25-50% promptly after preparation. 1. Record Drawings; reproducible and five prints. Locate adjacent to paved surfaces, at valve boxes where practical. For other materials, provide analysis by recognized laboratory made in accordance with Clay 10-30% 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, 2. Operations and Maintenance information (2 copies), including: methods established by the Association of Official Agriculture Chemists, wherever applicable. Sand 20-50% grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. a. Information including descriptive details, parts list, specifications, 3.2 SURFACE CONDITIONS 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, 3. Contractor shall submit representative soil report on imported topsoil proposed for use for Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to maintenance schedules and procedures for system components. A. Examine the areas and conditions under which work will be performed. Notify genus, species, and variety shown and scheduled for work complying with recommendations approval. Report shall meet standards below. Contractor is responsible for whatever soil create a transition layer and then place remainder of planting soil. Add specified soil amendments b. Operation, adjustment of system and components instructions. Contractor of conditions detrimental to timely and proper completion of Section and requirements of ANSI Z60.1 "American Standard for Nurser Stock". Provide health additives are recommended b the test. Compost will be in addition to other additives and as required and mix thoroughly into upper 4 inches of topsoil. c. Winterization procedures. work. Do not proceed until unsatisfactory conditions are corrected. q Y Y, Y p q g Y pp p B. Locate all underground utilities and structures and notify Architect of an vigorous stock, grown in recognized nursery in accordance with good horticultural practice and added regardless of test results. d. Schedule indicating required open valve time to produce given precipitation 9 Y Y free of disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, 3.4 PREPARATION OF PLANTING BEDS amounts and seasonal adjustments. conflict with Section work. Protect structures and utilities. Repair or abrasions, or disfigurement. C. Soil Testing A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar e. Warranties and guarantees. replace said structures or utilities damaged by this work at no cost to the Owner. 5. Label at least one tree and one shrub of each variety with attached waterproof tag with legible 1. Soil tests are required for this project(see above for requirements). Test shall be provided as equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, f. Submit five copies. JENSENBELTS designation of botanical and common name. follows: rubbish, and other extraneous matter. 3.3 SLEEVING g A. Sleeving installed b others. Coordinate with other trades. ASSOCIATES a. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock a. Provide certified analysis at time of sample submitted (three samples imported topsoil). B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and elevations 1.4 GUARANTEE 9 Y for uniform height and spread. Amend soils per chemist's recommendations and as herein specified unless otherwise shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost over entire A. Guarantee in writing all materials, equipment and workmanship furnished to be 6. Inspection: The Architect may inspect trees and shrubs either at lace of growth or at site approved b Architect. planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of total amount free of all defects of workmanship and materials. Within one year after date of 3.4 TRENCHING AND BACKFILLING p Y p p 9 pp Y 9 9 Y� pp P pp Y Site Planning before planting, for compliance with requirements for genus, species, variety, size, and quality. 2. Test shall include, but not limited to recommendations on chemical distributions, organic of planting soil required. Work into to of loosened subgrade to create a transition layer, then lace Substantial Completion repair or replace all defective parts or workmanship that A. Trenching and backfilling shall be per applicable ISPWC Section. p g p q g p Y q y g p g q p g y p B. Cut trenches straight and without abrupt grade changes to allow the following Landscape Architecture Architect retains right to further inspect trees and shrubs for size and condition of balls and contents, pH factors, and sieve analysis as necessary. Test#1T by Western Laboratories remainder of the planting soil. may be found at no additional cost to Owner. g p g g g root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective (1-800-658-3858) is required. Apply Pre-Emergent per manufacturer's recommendation. B. Fill and repair all depressions and replace all necessary lawn and planting which minimum cover: material at any time during progress of work. Remove rejected trees or shrubs immediately 3. Contractor is responsible for whatever soil additives are recommended by the soil testing result from the settlement of irrigation trenches for one year after date of 1. Main Lines and Sleeving: 18 inches. 1509 S. Tyrell Ln. Ste. 130 2. PVC Laterals: 12 inches. Boise, Idaho 83706 Substantial Completion.from project site. laboratory. 3.5 PLANTING TREES AND SHRUBS p 4. Contractor shall coordinate, obtain and pay for all soil tests. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in center C. Supply all manufacturer's printed guarantees. C. Surround lines with 2 inches of clean rock-free material on all sides. Ph. (208) 343-7175 1.4 SUBMITTALS 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Remove burlap 3.5 MISCELLANEOUS VALVES www.jensenbelts.com A. General: Submit the following in accordance with Conditions of Contract and Division 1 roots throughout one-year period after acceptance of work, at no cost to Owner from sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, 1.5 QUALITY ASSURANCE Specification Sections. and work each layer to settle backfill and eliminate voids and air pockets. Place fertilizer tablets in A. Contractor shall be licensed in the State in which this work is being performed. A. Install manual drain valves up stream. Install devise at mainline tap in accordance B. Plant and Material Certifications: 2.2 pH ADJUSTERS excavated area per manufacture's written instructions. When excavation is approximately 2/3 full, water B. Contractor shall have at least two years prior experience in projects of equal with manufacturer requirements for complete operation. Install backflow provision 1. Certificates of inspection as required by governmental authorities. A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used roughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again or larger scope. Provide minimum of three references and list of similar and connect to controller. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. to adjust soil pH. after placing final layer of backfill. Remove all ties from around base of trunk. projects with owners' names, addresses, and phone numbers, when requested by 3. Label data substantiatingthat plants, trees, shrubs and planting materials comply specified B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides with an Owner. 3.6 CIRCUIT VALVES p p g p Y p g p pp p easy for ed requirements. 2.3 SOIL AMENDMENTS approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so as not C. Contractor shall employ on site at all times a foreman who is thoroughly A. Install in valve box, arranged y adjustment and removal. C. Mulch: Submit 1 gal bag of mulch sample for approval. A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery(208)375-5262 and NuSoil to damage root balls. experienced and competent in all phases of the work of this Section. 1. Provide union on downstream side. Compost 208 629-6912 or approved equal in equal amounts b volume. C. Dish to of backfill to allow for mulching. 2.Adjust automatic control valves to provide flow rate of rated operating p ( ) pp q q Y p g 1.6 SYSTEM DESCRIPTION pressure required for each sprinkler circuit. 1.5 DELIVERY, STORAGE AND HANDLING B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top of A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, backfill and finish level with adjacent finish grades. A. Design requirements: 0) drying and breaking of rolled strips. manufacturer, and content. Protect materials from deterioration during delivery and while stored at 1. Provide Weed Barrier fabric ALONG FIVE MILE DRAIN ONLY, under rock mulch. Staple in place 1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% 3.7 PIPE INSTALLATION B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless site. 2'-3'apart and along all seems and edges. 2. Layout system to obtain optimum coverage using manufacturer's standard A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust 0 otherwise approved b Architect. Do not bend or bind-tie trees or shrubs in such manner as to 1. Commercial fertilizer"A"for trees and shrubs duringplanting; slow release A riform Planting 2. Provide 3"thickness of wood mulch; 2"thickness of rock mulch; where specified. heads. Spray on walks,walls or paved areas is not acceptable. blocks to be used at points of intersection and change of direction in main line pp Y p g' g g p damage bark, break branches, or destroy natural shape. Provide protective covering during 5-gram tablets 20-10-5 type or equal. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an 3. Zoning shall be designed for optimum use of available pressure and efficient pipe as per manufacturer's recommended specifications. Install manual drains. delivery. Do not drop balled and burlapped stock during delivery. 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 applied at adequate film over trunks, branches, stems, twigs and foliage. distribution for types of plantings and shapes of planting areas. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, O Y p pp 9 Y pp p g, pp q g g an wi a from surface all saw chi s, dust, dirt, moisture and forei n matter L C. Deliver trees and shrubs after preparations for planting have been completed and plant the rate of ten pounds per acre. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune 4. Design pressures: Install pressure regulating equipment as necessary. p p y g immediate) If planting is delayed more than 6 hours after delivery, set trees and shrubs in 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting. Organic Fertilizer trees to retain required height and read. Unless otherwise directed b Architect, do not cut tree 5. Provide/install approved fixed tee or coupling device for air blow winterization. which may contaminate the cemented joint. Apply cleaner/primer and solvent y' p g Y p g' g q g p y cement, make joints in accordance with manufacturer's recommendations. Use Z shade, protect from weather and mechanical damage, and keep roots moist by covering with Milorganite (6-0-2)type or equal. leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain Location shall be on main supply line downstream from main shut off valve. 1 mulch, burlap or other acceptable means of retaining moisture. C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or natural character. 6. Install approved backflow prevention device in conformance with local or Teflon thread sealant(tape)at all threaded joints. J D. Do not remove container-grown stock from containers until planting time. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. prevailing codes, and in approved site location. Provide for drainage C.Contractor shall size pipe according to schedule provided. Flow velocities shall E. Do not dropor dump materials from vehicles during delivery or handling. Avoid an damage to H. Guy and stake trees immediate) after planting, as indicated. without erosive damage. not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed 0. p 9 rY g' Y 9 Y Y P g' rootballs during deliver, storage and handling. 2.4 PLANT MATERIALS I.Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as necessary per zone to balance the pressure loss and provide minimum fluctuation in system A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for for elimination of weeds. 1.7 EXTRA EQUIPMENT operating pressures. O 1.6 JOB CONDITIONS landscape work and complying with recommendations and requirements of ANSI Z60.1 "American A. In addition to installed system,furnish owner with the following: Pipe Size Pipe Section Pipe Size Pipe Section 1. Valve operating key and marker key. 3/4" 0-9 GPM 1 1/2" 26-34 GPM A. Utilities: Determine location of underground utilities and work in a manner which will avoid Standard for Nursery Stock". 3.6 SODDING NEW LAWNS P 9 Y Y� � 0. possible damage. Hand excavate, as required. Maintain grade stakes until removal is mutually B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching A. General: Install lawn sod in all areas designated on the drawings. 2. Wrench for each sprinkler head cover type. 1" 10-17 GPM 2" 35-50 GPM agreed upon by parties concerned. configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except B. Soil Preparation 3. Two (2)sprinkler head bodies of each size and type. 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM CO Q B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, where special forms are shown or listed. 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a depth 4. Two (2) nozzles for each size and type used. U B. Store above items safe) until Substantial Completion. D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer adverse drainage conditions, or obstructions, notify Architect before planting. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of of eight(8) inches by approved means, then finish graded as hereinbefore described. y of specified mulch. La in uniform rid pattern in roundcover/shrub areas rows 18"-24" C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition canes required by ANSI Z60.1 for type and height of shrub. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. C. Deliver above items at Substantial Completion. P Y g p g ( �► a) to prior conditions at project completion. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions D. Sod Placement apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow > indicate minimum spread for spreading and semi-spreading type evergreens and height for other 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod PART 2 - PRODUCTS for tree removal if required. Staple drip line every 36" max. Flush all lines with full head � Q 1.7 SEQUENCING AND SCHEDULING types, such as lobe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal quality layers shall be experienced, or if inexperienced, shall be constant) supervised b an experienced of water prior to installation of flush valves at end of circuit runs. Q Yp 9 pYq Y y p p y p Y p 2.1 PIPE AND FITTINGS E. Flush Valves: Install flush valve at end of each drip line run. Q A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site become evergreens with well balanced form complying with requirements for other size relationships to the foreman. The Contractor shall insure that the base immediately ahead of sod layer is moist. Sod available,working within seasonal limitations for each kind of landscape work required. primary dimension shown. shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod with long edges A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, Q a 1. Plant or install all plant materials during normal planting seasons from 15 March to 15 perpendicular to primary slope. schedule rating, size, type. Solvent-weld type: 3.8 SPRINKLER HEADS _ November. 2.5 GRASS MATERIALS 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. 1. Pipe: A. Flush circuit lines with full head of water prior to head installation. 00 J 2. Correlate planting with specified maintenance periods to provide maintenance from date of D. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds and Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade or a. Pressure lines: Schedule 40 solvent weld. 1. Install heads at level with mulch cc substantial completion. undesirable native grasses. Provide only sod capable of growth and development when planted sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks b. Lateral lines: Class 200 pvc. 2. Locate part-circle shrubbery heads to maintain a minimum distance of six W B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to c. Sleeving: Class 200 vc. inches (6 )from walls and four inches (4")from other boundaries unless g p (viable, not dormant). between pieces; remove excess to avoid smothering of adjacent grass. g' p otherwise indicated. Kee to a minimum. planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs occurs 1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper contact 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where p overs ra p Y U) 2 < after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their between soil and sod. Final rolling must provide a uniform surface. After final rolling, the sod lawn required at valves, risers, etc. operations. own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. shall be mowed and watered. Approval of sod lawns shall be based on uniform, healthy and 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic 3.9 CONTROL WIRE INSTALLATION J B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf vigorous growth with no dry or dead spots. "polypipe" riser. A. Bury wires beside or below main line pipe in same trench. 1.8 SPECIAL PROJECT WARRANTY Company, Meridian, ID (208)888-3760 or approved equal. 4. Add fertilizer"B"at the manufacturer's recommended application rate. 4. Solvent: NSF approved solvent for Type I & II PVC. B. Bundle multiple wires together with tape at ten feet(10') maximum intervals. 0. A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. E. Water sod thoroughly with a fines spray immediate) after planting. B. Polyethylene Pipe C. Provide 36 inch loop in wires at each valve where controls are connected and O g Y p Y Y p g ' maximum intervals between. B. Warranty trees and shrubs,for a period of one year after date of substantial completion, against 2.6 MISCELLANEOUS LANDSCAPE MATERIALS F. Sodded Lawn Establishment 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where at 100 J defects including death and unsatisfactory growth, except for defects resulting from neglect by A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod lawn drip tubing is not otherwise used. D. Make all electrical joints (splices) in boxes only. Make electrical joints Q Owner, abuse or damage b others, or unusual phenomena or incidents beyond Landscape excessive loss of moisture from plants. Deliver in manufacturer's full identified containers and mix areas until Final Acceptance of the reject. 2. Fittings: Schedule 80 PVC. waterproof. Scotch Lock connectors, or approved. Q 9 Y p Y p p Y p project. Z Installer's control. in accordance with manufacturer's instructions. 2. Mowing shall be done by an approved "reel"type mower. Mower blades shall be set at two (2) 3. Clamps: Stainless Steel. p p y g y planting ( p g g C. Drip Line: Netafim Techline Dri erline, with .6 GPH dri ers at 18"spacing. 3.. I AUTOMATIC CONTROLLER C. Remove and replace trees, shrubs, or other )ants dead or in unhealthy condition during warrant B. Mulch: Mulch for lantin beds shall be Premium Ground Cover blend of Cascade Compost and inches high for all mowin s. p pp pp p g• period. Make replacements during growth season following end of warranty period. Replace Black Lava Fines)from Cloverdale Nursery(208-375-5262), consistent in appearance, and shall 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the A. Install typewritten site to approved. Verify location with Owner Representative. trees and shrubs which are in doubtful condition at end of warranty period; unless, in opinion of contain no toxic substance detrimental to plant life. Manufacturer's recommended application rate. Verify all methods of application. Contractor shall 2.2 SPRINKLER HEADS B. Install typewritten legend inside controller door. > U. Architect, it is advisable to extend warranty period for a full growing season. C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or notify the Architect in writing that the fertilizer applications have occurred and on what dates. A. Description: Appropriate for application in throw, pressure and discharge. Each redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, type of head shall be of a single manufacturer. 3.11 TESTING O pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less 3.7 MAINTENANCE 1. Lawn heads: pop-up type. A. Do not allow or cause any work of this Section to be covered up or enclosed than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, A. Begin landscape maintenance immediate) after planting. Maintenance shall continue until Protect B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. until it has been inspected and tested. p q g g p Y Pr oject and size to protect tree trunks from damage by wires. Final Acceptance. B. Pressure testing: B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy 2.3 AUTOMATIC CONTROL SYSTEM 1. Make necessary provision for thoroughly bleeding the line of air and debris. 2 growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and A. General; Furnish low voltage system manufactured expressly for control of 2. Before testing, cap all risers, and install all valves. shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. Spray automatic circuit valves of underground irrigation systems. Provide unit of 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply as required to keep trees and shrubs free of insects and disease. capacity to suit number of circuits as indicated. and test for leakage. Test shall be approved if no greater than 5 psi loss C. Maintain lawns b watering,fertilizing, weeding, mowing, trimming, and other operations such as B. Control Enclosure: Manufacturer's standard wall mount with locking cover, occurs in 15 minutes. Y g' p 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or complying with NFPA 70. p bare areas. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Inspect for leakage. D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable lawn. Including switch for manual or automatic operation of each circuit. 5. Contractor shall provide all required testing equipment and personnel. Test Job Number 2026 D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time shall be performed in presence of Architect. Contractor shall make notice 3.8 CLEANUP AND PROTECTION of day and skip any day in a 7 or 14 day period. of test(48) hours in advance. A. During landscape work, keep pavements clean and work area in an orderly condition. E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer 6. Provide required testing equipment and personnel. B. Protect landscape work and materials from damage due to landscape operations, operations by other of control unit; type AWG-UF, UL approved. 7. Repair leaks, and retest until acceptance by the Architect. Drawn Checked contractors and trades, and trespassers. Maintain protection during installation and maintenance C. Coverage inspection: upon completion of all systems, perform a coverage test JJN KCS periods. Treat, repair, or replace damaged landscape work as directed. 2.4 VALVING to determine if coverage of water afforded all areas is complete, adequate and A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, uniform. Change heads, nozzles, orifices and/or adjustment as directed to Scale AS SHOWN 3.9 INSPECTION AND ACCEPTANCE threaded connection with cross type handle designed to receive operating key. provide uniform coverage. A. When landscape work is completed, including maintenance, Architect will, upon request, make an B. Automatic circuit valves: high impact plastic with corrosion-resistant internal D. Final inspection: Sheet Title inspection to determine acceptability. parts. Low power solenoid control, normally closed, with manual flow 1. Clean, adjust, and balance all systems. Verify that: B. When inspected landscape work does not comply with requirements, replace rejected work and adjustment; same manufacturer as control unit. a. Remote control valves are properly balanced; continue specified maintenance until reinspected by Architect and found to be acceptable. Remove 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber b. Heads are properly adjusted for radius and arc of coverage; LANDSCAPE rejected plants and materials promptly from project site. valve if not connected to potable water. c. The installed system is workable, clean and efficient. 2. Drip Control Zone Kit: Hunter PCZ-101. E. Winterization: Winterize system at the end of first season of system operation. PLAN END OF SECTION C. Quick coupler valve: brass or bronze construction with hinged top. One per zone Review procedures with Owner Representative. or valve grouping. D. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, END OF SECTION with cross type operating handle designed to receive operating key. Calco, Champion 100, or approved equal. Sheet Number 2. Size: 3/4 inch. D���L�� R DEVCO, LLC. 4824 W. FAIRVIEW AVE L4 BOISE, IDAHO 83706 (208) 336-5355 4 of 4 Sheets 36 \ \ LOT 38 TAKES ACCESS FROM DEFIO PLACE. G� \ DRIVEWAY LOCATED ON po 0P 37 SOUTHWEST SIDE OF LOT. 1�v�� \ 38 // / i 29 39 40 41 / Ge o� 42 / j op o� moo' G EG EG EG EG EG ;G EG EG N MOVADO SUBDIVISION NO. 9 15 o is 30 COMMON DRIVE EXHIBIT - LOTS 38-42 BLOCK 1 1 SCALE: 1' = 30' SHEET INDEX IMPROVEMENT PLANS FOR EsFo m CALL BEFORE YOU DIG C� Q • MOVADO SUBDIVISION NO . ✓ E. OVERLAND ROAD 16970 9-10-20 � C0.0 COVER SHEET L IN INC. PRIOR TO COMMENCING LOCATED IN THE NE 1 /4 OF SECTION 21 � C0.1 NOTES UNDERGROUND WORK o 0 s�qT C 1 .0 FINAL PLAT SHEET 1ow, ar�hemw. (208) 342-1585 o O,Q� F of o Call before you dig. } " NNE M. C1 .1 FINAL PLAT SHEET 2 TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN Q `n C2.0 OVERALL SITE/UTILITY PLAN MERIDIAN IDAHO o ' LU ° a'o 0 f� J C3.0 GRADING PLAN 2020 � " u� �, C4.0 STREET PLAN AND PROFILE N o C5.0 SEWER PLAN AND PROFILE J C6.0 WATER PLAN N J Ll E C7.0 STREET LIGHT PLAN w LU J C8.0 ROADWAY DETAILS C'� � C]N� U'C) " ,l z � c M 0 0 30 60 120 180 0 p = Ld rn � � 0� cn SCALE: 1" = 60 VICINITY MAP 0 N w SCALE: 1"=750' E �. w z 0 w °' DEVELOPER , MOVADO DEVELOPMENT LLC cn w LEGEND 4824 W. FAIRVIEW AVE. a_ BOISE, ID 83706 x w (208) 336-5355 LAREN®CONGERGROUP.COM 0 0 — — SUBDIVISION BOUNDARY 1 0 0 w N N PUBLIC RIGHT-OF-WAY \ 0 0 0 — ROAD CENTERLINEcn \ rn I— LOT LINE / \ o 0 CIVIL ENGINEER w ZERO SETBACK LOT LINE p 30 CORINNE GRAHAM, PE o v 3 LOT NUMBER CIVIL SITE WORKS LLC \ 804 W. RICHMOND STREET w ROLLED CURB AND GUTTER / 31 \ BOISE, ID 83706 w 0 (208) 946-3874 0 cl 0 8"SS> SEWER MAIN 32 q CGRAHAM®CSWENGINEERING.COM o w > 0 zLd 8"W WATER MAINLd �Cy <12 SD STORM DRAIN PIPE ��o�� / �OF�'0 33 \ \ c���< U �' g N FIRE HYDRANT FPG 1 1 GG L o z 9� 34 \ SURVEYOR Z o z w SINGLE WATER METER/SERVICE \0. 12 BLOCK 1 1 \ 0 Q / � CARL PORTER, PLS w DOUBLE WATER METER/SERVICE �\��O 35 \ SAWTOOTH LAND SURVEYING LLC w GATE VALVE �� 13 36 2030 S. WASHINGTON AVE. p ® SJ� ` EMMETT, ID 83617 z L V 04 ti ►� WATER FITTINGS �0 14 37 \ (208) 398-8104 oSEWER MANHOLE / �OJP BLOCK 1 3 / \ 29 o ® CURB INLET 15 38 LU � Sp STORM DRAIN MANHOLE \ � /O.o o MONITORING WELL 16 / l��`� 39 \ \ SURVEY DATUM DESIGNED: C. GRAHAM 40 \ DRAWN: C. GRAHAM wi BARRICADES � \ 1 ���, 41 HORIZONTAL DATUM BASED ON ADA COUNTY GIS. CHECKED: C. GRAHAM w X STREET SIGNS 46 \ N. ALL ELEVATIONS SHOWN ARE NORTH AMERICAN APPROVED: C. GRAHAM STREET LIGHT 18 <1 / VERTICAL DATUM OF 1988 (NAVD 88). 47 42 2630�� PROPOSED MAJOR CONTOUR (5') 43 \ PREPARED FOR: 0 ��262a�� PROPOSED MINOR CONTOUR (1') 20 19 48 / \ \ MOVADO DEV LLC a EXISTING MAJOR CONTOUR (5') Flo 49 4824 W FAIRVIEW AVE \ \ � EXISTING MINOR CONTOUR (1') tx BOISE, ID 83706jL Q 2.00x DRAINAGE ARROW WITH PERCENT 06 50 SLOPE �/L � / \ 5 g F - 51 _j Y 58 52 \ 53 44 57 BLOCK 11 45 / \ ■ O 0 \ 56 55 54 \ \ z — LL. \ I Z 0 O z � Q � � \ U z 0 O 0 \ \ � w / \ W \ I w Ln w 0 Q oc SITE DATA Ld 0 m > O O O z ADA COUNTY PARCEL #S1121141950 of W U SITE AREA = f7.47 ACRES `A O 0 O NOTICE TO CONTRACTORS LAND USE ZONE: R-15 Q Y NUMBER AREA % ~W > vi al� CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED O � CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME RESIDENTIAL LOTS 34 3.12 AC 41 .8% w SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF cn CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; COMMON DRIVES 1 0.05 AC 0.7% � THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ACHD CERTIFICATE OF COMPLIANCE °C TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO LANDSCAPE COMMON LOTS 6 3.21 AC 43.0% W DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARENON-BUILD COMMON LOT 1 0.04 AC 0.5% o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY �(EIII�D CSW PROJECT NO. 20004 AND STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE �t+ac.xruMen�wsrn�odtabm PUBLIC RIGHT-OF-WAY N/A 1 .05 AC 14.0% ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ❑� ❑� DRAWING DATE oa/�0/2020 UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ` TOTAL 42 7.47 AC 1 00% o WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING " ..F 0 OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE - Como APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. �g . 55�OI�WL F�, ~ GENERAL CONSTRUCTION NOTES PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL � �- ENSFO ���m �zo CONFORM TO THE PROJECT ESC. 6. ACHD TO INSPECT ROAD IMPROVEMENTS INSIDE THE PUBLIC RIGHT-OF-WAY. � 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 7. SITE GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE GEOTECHNICAL REPORT. THE CONTRACTOR 7. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY 0 PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY 9-10-10-20 SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ON-SITE FOR REFERENCE AT ALL TIMES DURING AND EXISTING PAVEMENT MARKINGS. ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE C �� v REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL CONSTRUCTION. 9TFOF`�p .ZP al� BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 8. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. /NNE M GAP. 8. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT, TRENCH COMPACTION, SUBGRADE, AND GRANULAR MATERIAL. ALL COMPACTION TEST RESULTS SHALL BE 9. PLACE ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND �_ 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE PROVIDED TO THE OWNER AND APPROVED PRIOR TO SUBGRADE INSPECTION. SUBMIT COMPACTION TESTS FOR FILL PLACED GUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS. p OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A BELOW RIGHT-OF-WAY TO ACHD. CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 10. 3" ROLLED CURB AND GUTTER SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD SD-702. SITUATION IS RESOLVED. U) SITUATION PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND 11. STANDARD 5" THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER ACHD p 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL STOCKPILE FOR FUTURE USE. STRUCTURAL FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR SD-709. w TIMES. TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE J AI GEOTECHNICAL REPORT. 12. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC SECTION 706 WITH CLASS 30 MPa (4000 PSI) CONCRETE. Ll �+ o I- GEOTECHNICAL ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO w START OF WORK. > w 10. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CONCRETE PAVEMENT CURB AND SIDEWALK CONSTRUCTION SHALL BE AS SHOWN 13. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE c ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. PLANS AND CONFORM TO THE ISPWC SECTION 801. cn o L U 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS r 7 rn 0 w REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE CONSTRUCTION u y, z � � M p 14. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS SPECIFIED ON .-, OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY THE PLANS AND CONFORM TO THE ISPWC SECTION 802. 2 v It zz 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS OTHERWISE APPROVED BY = 3 m � NOT OPEN OR CLOSE WATER VALVES. THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. � u 00 15. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (1/2"), PG 58-28 MIX INSTALLED AT THE THICKNESS SPECIFIED � � o 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. ON THE PLANS. p N 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL co E w AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. a_ MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE 16. ALL STREET CUTS AND SURFACE REPAIR TYPE "P" SHALL CONFORM TO THE ISPWC SD-301, SD-303 AND SD-806. MAKE ALL z N0. 1. SAWCUTS PARALLEL AND PERPENDICULAR PER SD-306. CONSTRUCT ALL PAVEMENT PATCHES ASSOCIATED WITH ANY UTILITY CUT L. bi OR OTHER STREET WORK TO MATCH THE EXISTING PAVEMENT SECTION OR USE 2.5-INCHES OF ASPHALT, 4-INCHES OF u 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR WATER 3/4-INCH MINUS, AND 14-INCHES OF 6-INCH MINUS PITRUN, WHICHEVER IS GREATER. IF ASPHALT CUTS ARE NECESSARY PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WHEN TYING INTO ADJACENT STREETS, A MINIMUM 2-FOOT CUT IS REQUIRED. , w 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 17. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE a_ DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. w RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED NOTE NO. 1. CONSTRUCTION PLANS. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND 0 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 0 0 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND ~ PRIOR TO CONSTRUCTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL o 0 0 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA REPLACE THE ENTIRE ROADWAY SURFACE. r i rn 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). o 0 z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL z THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE p A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS o v 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE w U) TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. I- WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF o � 13. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL AUTHORITIES AND REGULATIONS THE WASTEWATER RULES (IDAPA 58.01.16). 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION o w cI p ADOPTED THEREUNDER, WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. BEGINS. o a_ > z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER a :2 w 0 w 14. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS N z o DUST CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL � "� QUALITY (IDEQ). w a p z w z 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE = Z cn SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 0 < a AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. AFFECTED BY CONSTRUCTION. w 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS p OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). z 17. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE o IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 7. CONSTRUCT, PRESSURE TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE o v PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. z V= 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH > N Lu o DISABILITIES ACT, UNIFORM BUILDING CODE, CITY OF BOISE CODE, AND ALL APPLICABLE COUNTY, STATE, AND FEDERAL CODES 8. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY AND REGULATION. SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. DESIGNED: C. GRAHAM 0 19. THE DESIGN ENGINEER SHALL SUBMIT RECORD DRAWINGS TO THE MERIDIAN PUBLIC WORKS DEPARTMENT BEFORE FINAL Li p APPROVAL IS GIVEN TO THE PROJECT. DRAWN: C. GRAHAM v SEWER CHECKED: C. GRAHAM D 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS Ld RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED. THE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS APPROVED: C. GRAHAM CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. z p DRAWINGS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, PREPARED FOR: 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL MOVADO DEV LLC a_ BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 4824 W FAIRVIEW AVE Ld al� 23. CONSTRUCTION DEWATERING, IF REQUIRED, SHALL COMPLY WITH ISPWC SECTION 205. THE CONTRACTOR SHALL BE RESPONSIBLE 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). BOISE, ID 83706 >_ FOR REMOVAL OF SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE CONSTRUCTION WASTEWATER THAT DISCHARGES TO STATE OR FEDERAL WATERS, A SHORT TERM ACTIVITY EXEMPTION FROM DEQ OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS ci WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 24. TRENCH EXCAVATION, BEDDING, AND BACKFILL SHALL CONFORM TO THE ISPWC DIVISION 300. BEDDING SHALL BE A CLASS A-1 WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF U) BEDDING SYSTEM. IF SOFT, UNSTABLE, OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE THE WASTEWATER RULES (IDAPA 58.01.16). Y TYPE II PER ISPWC SECTION 304. BACKFILL SHALL COMPLY WITH ISPWC SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 p COMPACTION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A 3: STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). w 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION 810.3.13. COPIES OF 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO J ALL TEST RESULTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW. NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. d 0 0 26. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES z wo PROPERLY DISPOSED OF OFF SITE. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF O Z z 27. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY STRATA DATED APRIL 19, 2016, THE SEWER. Z Q FILE N0. B0154776. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. U O Q 0 28. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION FOR ALL STORM WATER FACILITIES PRIOR TO 8. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. p[ ce a_ THE PLACEMENT OF FILTER FABRIC. MINIMUM 48-HOUR NOTICE IS REQUIRED. (� CW w 9. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE (/') \ G w 29. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT OF SPECIFIED. ALL SEWER PIPES SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF THE MERIDIAN SUPPLEMENTAL z / cn CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL BE PAID FOR BY THE CONTRACTOR AT THE SAME SPECIFICATIONS AND DRAWINGS. O COST AS THE OWNER PAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN Q Q 0 z CONFORMANCE WITH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE U m Z g CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND p[ STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE O Z) O z MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. L.L (� C) GRADING/STORM DRAINAGE U) 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. O O Q ~ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY z Q Q J PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF ROADWAY , DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE Y MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY L~ > vi p 2. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. O DEPARTMENT ON SITE AT ALL TIMES. w 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ~ 3. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS CONTRACTOR SHALL CONTACT ACHD INSPECTION SERVICES A MINIMUM OF 24 HOURS PRIOR TO STARTING WORK AS WELL AS TO C J DEPARTMENT. SCHEDULE INSPECTIONS. Lu 0 4. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AND ACHD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT p TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. N 0 4. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS, CITY OF MERIDIAN N 5. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CSW PROJECT NO. 20004 CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH PUBLIC WORKS DEPARTMENT, AND ACHD SUPPLEMENTAL SPECIFICATIONS. DRAWING DATE 09/10/2020 c� GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 5. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS OR THE ISPWC SHALL BE ALLOWED UNLESS p 6. CONTRACTOR TO REFER TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWPPP FOR TEMPORARY AND SPECIFICALLY APPROVED IN WRITING BY THE DISTRICT. 0 @ coo 1 6 W F_ m O J U_ w F_ U) (n MOVADO SUBDIVISION NO. 9 BOOK , PAGE LOCATED IN THE NE114 OF SECTION 21, T. 3 N.1 R. 1 E., S.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO F_ 2020 PLAT NOTES J W o N W U T E. OVERLAND RD. BASIS OF BEARING I 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS 1 � � 0) j S 89°1335"E 2676.87' 6 �$ HEREBY RESERVED ALONG THE FOLLOWING: o W. OVERLAND RD. L . . TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS --- --- - --- 0 M N1/4 CORNER --- --- ^^- � N SECTION 21 --- --- --- --- l NORTHEAST CORNER �1 �� DEPICTED c � O CP&F 1G8008840 TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS Z coSECTI O ON 21 DEPICTED � . c o LEGEND CP&F 105155109 i . THREE(3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES YARD EXCEPT = 3 Cr cf) -- -- SUBDIVISION BOUNDARY LINE Do FOUND 5/8"REBAR/CAP PLS 14221 FOR WHERE ZERO LOT LINES ARE SHO WN OR AS DEPICTED U) U O @i � — — — — — EXISTING PEED OR LOT LINE 0 FOUND 112"RE6RRICAP PLS 14221 A PERMANENT EASEMENT FOR NAMPA/MERIDIAN IRRIGATION DISTRICT IS HEREBY RESERVED ALONG m w THE FOLLOWING; ■� TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDAR Y AND REAR LOT LINES OR AS DEPICTED C Z DIMENSIONAL TIE LINE 1 1 FOUND ALUMINUM CAP • O L W O w 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH u - - CENTERLINE 9 FOUND BRASS CAP STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE + OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONOF770N IN OR A60UT THE , � I LOT LINE ® FOUND BRASS PLUG j SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN V) ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT w ZERO LOT LINE Q SET 5/8"REBAR/CAP PLS 11574 BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A Cr NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL w SECTIONAL LINE r SET I/2"REBAR/CAP PL511574 I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." O O 0 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED 0 0 CALCULATED POINT O SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. = WC WITNESS CORNER a o 0 1 LOT NUMBER 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN o .7, .7, RM REFERENCE MONUMENT r7 0)COMPLIANCE WITH TITLE].]. OF MERIDIAN CITY CODE. O O � I I Z 5. THE MOVADO GREENS ASSOCIATION,INC. ("ASSOCIATION)SHALL NOT DISSOLVE WITHOUT THE Lli CONSENT OF THE CITY OF MERIDIAN. o Z 00 I 6. LOTS 29, 42,43,AND 59,BLOCK 11,AND LOTS 11 AND 20,BLOCK 13, ARE RESERVED AS COMMON ~ N i o S AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THE ASSOCIATION. 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT,IN Q z �O N ``ram, COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO z w_ IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM BOISE PROJECT. O 0- LLJ C� � 30 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF C), U)i Z o 31 t a THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY. u � g o !_ n w Z 04 32 • 9. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES A80VE o w 33 THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. of v Q Ln Q ry 11 34 1G.A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND THE HOMEOWNER w � n 12 ASSOCIATION UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT THAT IS NOT COVERED LL_ !k3 • 35 BY AN OCCUPIED STRUCTURE. SAID GRANTOR OR HOMEOWNER ASSOCIATION MAY USE THE O 13 36 EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY O $ D� 14 dyn 37 ti DOCUMENTS, OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION �f0 38 s CRAWFORD PLACE SUBDIVISION IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE COMMUNITY DOCUMENTS. THIS U v 15 .d ��°� BK. 79, PG. 8411 EASEMENT INCLUDES, WITHOUT LIMITATION, RIGHTS TO INSTALL, OPERATE,MAINTAIN, REPAIR AND N li z MOVADO SUBDIVISION NO, 7 39 �b� Fa REPLACE IRRIGATION SPRINKLERS, LINES, CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES. w o PG. BK. 16 r�C O ---- ----�-'- / 40 6O 11.. THIS SUBDIVISION SHALL BE SUBJECT TO THE MASTER DECLARATION OF COVENANTS, w17 LOCK 13 �1��' 45 41 29 9> i -4 CONDITIONS AND RESTRICTIONS FOR MOVADO COMMUNITY ASSOCIATION,INC.,PER INSTRUMENT NO. DESIGNED: C. GRAHAM O i q 2017-121068 AND ANY SUBSEQUENT AMENDMENTS, 18 46 DRAWN: C. GRAHAM LL N o S 19 , 47 42 BLOCK 11 12.A PORTION OF THIS PLAT IS IN A FLOOD PLAIN AS SHOWN ON FIRM PANEL 16001CO254 H, • a CHECKED: C. GRAHAM w 1� 20 48 •RM • ` REVISED TO REFLECT A LOMR. I N. D 59 RM I V 13. THIS PLAT IS SUBJECT TO NAMPA&MERIDIAN IRRIGATION DISTRICT LICENSE AGREEMENT INST. APPROVED: C. GRAHAM ��N/ �'A���� 49 ■ r�h� • I NO,2017-096129. O ,30 $ • y • 5G G2 N 85°24'01� 171.21' Cx R 14, A PORTION OF LOT 11, BLOCK 13,IS SERVIENT TO AND CONTAIN THE ACHD STORM WA ER oD� 57 51 �/ • 43 ti DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM PREPARED FOR: EIGHT MILE CREED soo + �� S POB WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015AS INSTRUMENT NO.2015-103256, MOVADO DEV LLC T?°�L�. HIS REFERENCE AS IF SET FORTH IN FULL 56 53 $2 ������ �s� "!i '- N (THA COUNTY RECORDS,AND E E"MASER EASEMENT'). THE MASTERTEASEMENT AND ED HEREIN BY TTHE STORM WATER DRAINAGE SYSTEM ARE 4824 W FAIRVIEW AVE �' `� O ti 55 54 /- - s�o DEDICATED TO ACHD PURSUANT TO SECTION 40 2302 IDAHO CODE. THE MASTER EASEMENT IS FOR B O I S E, ID 83706 MOVADO SUBDIVISION ND. 3 '' � .4� �� � a6s THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. z PG. 112, BK. 16387 �''` ro�� Oo '~ n Q Oy, ■ BLOCK 11 • Ac$ `x6. I 0 15,LOT 42,BLOCK 11 IS AN ACCESS EASEMENT INST. NO. XXXXX FOR LOTS 39-41,BLOCK 11. C3 I.s M d 16.LOT 44 BLOCK II IS A COMMON LOT IN FAVOR OF THE NAMPA MERIDIAN IRRIGATION DISTRICT. UNPLATTED I?.� • _ o o ' ` C3 I SURVEYORS NARRATIVE Ld MOVADO SUBDIVISION NO. 6 THIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF THE PG. 117, BK. 17780 OWNERS TO CREATE RESIDENTIAL LOTS. V) THE BOUNDARY FOR THIS SUBDIVISION WAS ESTABLISHED FROM AN O 0 > APPROVED PRELIMINARY PLAT,AND THE MONUMENTS SHOWN HEREON C) HAVE HAVE BEEN ACCEPTED AND USED FOR PREVIOUS PLATS AND RECORD OF Z LL. O SURVEYS. U Z w LINE TABLE 0- LINE BEARING DISTANCE REFERENCES O w � LI N 45°4131"E 47.00' r— i IL I L2 S 43°58'30"E /�18.49' RI)MOVADO SUBDIVISION NO.3, BOOK 112 OF PLATS, PAGE 15387,ADA COUNTY RECORDS v , w w R2)MOVADO SUBDIVISION NO. 6, BOOK 117 OF PLATS, PAGE 17780,ADA COUNTY RECORDS D R3)CRAWFORD PLACE SUBDIVISION, BOOK 79 OF PLATS,PAGE 8411,ADA COUNTY RECORDS z R4)MOVADO SUBDIVISION NO. 7, BOOK XX OF PLATS,PAGE XX g I 0 w CURVE TABLE p U m CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH 115 4 :I, oC Cl 53.25' 2402423" 125.00' N 73011'50" W 52,84' ,9/I6I20 I �'030 S. WASHINGTON AVE. 0 O J c i SCALE C2 I00.03' 45°50'58" 12$.00' S 71°40'30"W 97.38' 97■,(IF �� f Q N 100 0 50 100 200 C3 247.11' 76°3150" 185.00' S87°00'56"w 229,14' .ray � EMMETT, ID 83617 Q z j �y p gyp p{ O {FEET] I �G DO� 37D-D J.04 O Q O L.L J 1 INCH= 100 FT / /f � FAX (2n8� 398-8�05 , Q Y j C114 CORNER w w SECTION 21 CP&F 2GI8 Id7365 G17��un/��/i17q WWW.SA WTOOTHLS.COM Q __ _- --- --- --- E177 CORNER l SECTION 22/22 I �� w --— ^—— CP&F 114011299 SHEET. DA TF: DRAWN BY: CHECKED BY. JOB#: DWG#: --- ---- --- --- N 89°G8'03"W 2fi56.14' — `-- -- -- 1 OF 4 912020 WFJ JB 19428 19428•-FP � J - --- > Lu U in- 0 N O N CSW PROJECT NO. 20004 DRAWING DATE 09/16/2020 O cl 00 6 W F- m O J O_ w F- U) N MOVADO SUBDIVISION NO. 9 BOOx , PAGE cn LEGEND n w -- --! SUBDIVISION BOUNDARY LINE , EXISTING DEED OR LOT LINE `• S 16 15 J Ll DIMENSIONAL TIE LINE,* 21 22 w u J - - CENTERLINE �> r „p,� - U �� •.s L07 LINE a� I� LL-O ZERO LOT LINE oO� Or/N 30� pdr''r �[� �oF �" r' M O 0)tD rn � U) U0000 ZO --- --- SECTIONAL LINE I C� 00��♦♦r 1 31 ppi/♦♦/ �9. L •• i 2 cf) .r��� D�♦ ♦ Li r 0 3 O U --------------- PUBLIC UTILTIY,IRRIGATION&DRAINAGE EASEMENT �D ?$�v/�♦ 0 ° �/r dp/ran�'�, C!� o0i ♦♦ 32 ODi♦/' 29 -• m w FOUND 518"REBARICAP PLS 14221 'r 5" �t� •''�`� A�r'r' y1 i♦✓f ra w O FOUND 1/2"REBAR/CAP PLS 14221 , r^� 'rfl ' $, t r ��/i/♦ ,���i�A � , i o Li Q s ��\ D%rr 33 a 1`��rg. .> 00 rn 0 SET 518 REBAR/CAP PLS 11574 r t`o� ,,ti p i ^ . , L • SET 112"REBAR/C4P PLS 1I574 y�o fides ���� `��.i°a� p�idi�rr 34 ��err ♦��, �� (n CALCULATED POINT J 1235 Lij , \♦S� �a$��rr♦♦ open;♦♦ 03 ♦♦ �FS�. 0' POS POINT OF BEGINNING r� dory `�`��\ 5�,♦ 30,/♦r h✓♦r � 5�, X �, ♦r r 13 r r . ♦ fi v ♦ oDi♦rr 36 ♦r �> 1 LOT NUMBER `� n` $ C D�r ♦ , ✓ / r • W 5,�t�4y4,,r �n�Or♦� ♦riy :ScP• 0 0 r to 14 t� r _ ✓ ♦ r ✓�D / • w cv cv O STORM DRAIN EASEMENT r ` r' L5 �9 7L_ 5 , 37 r ♦ r r • v • = INST. NO. oDi/ g $ ` r' ♦ �.°0 1 C73-�. r ♦ r�� ✓ r �`S8. Ikk/ p r `r9. $y`r 3 ti s� � <. ,✓ /D ✓ /, ,l , o o_ o_ O., c-�-� C' IS .r /r / '� gj � rsr 1 ♦/♦♦00 ♦♦r♦,y�'4' ♦ r� •�''Y3, � r7 rn //Derr ! ��sv�`� rr5�� / / YCry ♦♦ � 39 rr♦' �L 8� `SSra O o w ';�%3 ��° 1� r h♦ 3�i `� ♦� nl ♦!ro0�� / ♦r� / ♦r ��6s Ste, O / r� tiT9 16 `'``�• - 3r� L 5�� p� C • F + � � ♦♦r� ♦rr♦�0 r '°� r > s 6 /` s BLOCK 13$ r D ��. 3 `� ti ro. ro Yr /5 r ♦a0 40 ✓ pD . �j\ r r c rrw ♦ , o O U 3�i'��'L` `ti $ r} 5�r 3 \�`��r �� Fs ��♦r5 ♦r,rp ✓- Syo •5'yj U) ,r ro`��` 17p� o��p �� h ��o J 9, s-'. r r / r'3 29 0, o /, ' �o p o� g �`�•' fi �' r // ,op1 41 �9✓ 4 yD `}S� b w y A o .�OJ� ♦r6F <1 ,% n Q ?. •A3� ti 5 5 � n�r �- .9 ui 6. ✓ r � 6 • o, Q z O 28 rti]� F� 46� t tt ` L S �'3.O91 . , 0� s8oj ~ z o w_ Z �'`n]� p ��o ' $� v '� ♦ vA�3r�rr`�iirL�� . `�� l� i-3 �`\ Cr' a 63°� p9142 s F r23srp��- BLOCK 11LLJ •• g �f0 ° 'L3� 9 19 r$ \ ♦� / Dp �'Ts 47 �\�lr� �� a CI 71� L'� u z 0 p ' ��� 3r3� r 3�`r' `�� �\i�`z ��`s� �' ��-C19 RM� �� 2�� •• g 0 0 3�' 20 . 0 Gg N 85024101"W 171.21' • �`�' o z N 1 sr�O Ia. �9 r, { vey 48 ti . v p \O �' ,r yC / Op ✓` ` �� spy ```�s y: •RM • _ 59 : O Q a 49 fp�'/r' .r�. ,/♦� "a■ C7 8 a��-+`-- � yeti•' M �� �+ W ,V / Q ♦r/ r • �r � 5a y�Op GZ ,44�1 W 171.21 & 3 ♦� Fin `9ry S ti `� .� O oO��O frr�� 58 /♦' sy ♦♦l �4y C6 i ♦ �\ls�o `�`�� ��;�� rr> EIGHT MILE CREED � ■ 43 t� q !'♦ ♦♦ b r♦ tS �1 C5 h - >>>t 51 \ti\;ems `�`vr � / y6Oo 'Prty e ' ` Ri ♦ �"`' 57 r ks C2 C A,^� s �. / s�.�_ � rya W O U . ♦ rp° , C26 r- �� `<c` r' L a"J O S POB / 6 ems`. /rrQ ,/m��' �- �___ 1 �� ` ° 52 ����rr `�� r"rp� 1.D / ��► �sov ^h � pao• ■ + a w N WC `si I - ✓ ✓ h 1 ra` I� 1 lz \ �y .s Y 7 a� I. S s0• I n Z0' c r 1 10' Irr 1 s fi v ! �j,' pp,, C� U O r 56 1 I I IN \9s r, p / 7 SO �fo y%.- ♦ r 1 "� a 1 ,moo \ t \ ♦ , vpGJ n] I1 ♦Ls p, e I �p. 6,� ♦ 1 1 I Iry 1 IA �� ♦ ♦ _ SS 9v O 47' A �rFo r tic♦� 411 j/' I I� 11 1 53 �� `; ,oJ \ Lr yA• �p� /� *�"" -99s "� �� Gy DESIGNED: C. GRAHAM O • �S' �� 1Io I- 1 Ir_ `ti ti6 i.> /e� (yI- 1 + DRAWN: C. GRAHAM I0 i ;'`�'� 55 l0 54 1 1� ` `o rdp f+Q� �. 2jJ +� I o ti N `• sfs � Iv J ,y + +� , 1 ` yr �S CHECKED: C. GRAHAM ✓ , Iti Ito � i� `> � a °6 � O 4.05' 3'(TYP} ,�� r 54 ry I S Tj ry w gam. `J 1 Iz BLOCK II 1 IA /(C c) y ry g� 1 �✓y ■ /� 6p- u, APPROVED: C. GRAHAM 3-(TYP) o �s,�` �,� ' I -� CURVE TABLE LINE TABLE Ln U C25 CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH LINE BEARING DISTANCE con PREPARED FOR: D Cl 53.25' 2402423" 125.00' N 73021'50"W 52.84' LI 5 43058'30"F 18.49' r' - • p C20 C2 100.03' 45°50'58" 125.00' S 71°4030"W 97.38' L2 S68°40'31"E 10.86' �� wC I L' MOVADO DEV LLC 59 C3 247.11' 76°31'50" 185.00' S 87000'56"W 229.14' L3 N 46°01'30"E 7.75' C4 282.60' 29402329" 55.00' S 53*49'11"W 59.59' L4 N 11°28'47"W 13.97' 4824 W FAIRVIEW AVE W d C5 111.96, 87016'30" 73.50' N 8703644"W 101.44' L5 N 8703644"W 17.94' `r C6 76.16' 87°16'30" 50.00' N 8703644"W 69.01' L6 S 02023'16"W 18.82` BOISE, I D 83706 z C7 40.37' 87016'30" 26.50' N 8703644"W 36.57' L7 S 35016'51"W 40,00' Q C� , C9 132.04' 45050,58" I65.00' S 71°40 30"W 128,54' L8 S 41 g14'59"E 40.00' C8 70.29' 2402423" 165.00' N 73011'50"W 69.76' L9 N 41°I4'S9"W 40.00' Cl0 193.68' 76031'50" 145,00' S 8700056"W 179,60' L10 5 0403559"W 40.00' \ C1l 18.25' 39027'12" 26.50' S 6802837"W 17.89' L1I S 0403559"W 40.00' J C12 22.12' 47049'18" 26.50' N 67053'09"W 21.4B' L12 5 29000 22"W 40.00' V) \ C13 27.29' 2802527" 55.00' N 79009'50"W 27.01' L13 N 29009'55"E 39.76' Y C14 34.51' 36°03'30" 55.00' N 46°55'21"W 34.05' w +I O \ C15 27.34' 28°29'08" 55.00' N 14°39'02"W 27.06' � C16 20.93' 21°47'59" 55.00' N 10029'31"E 20.80' C17 I72.43' 17903725" 55.00' N 6804747"W 110,00' � C18 41.69' 14028'38" 165.00' S 8702140"W 41.58' N \ C19 37.55" 13°02'22" I65.00' S 73036'10"W 3Z47' C20 34.85' 12006'19" 165.00' S 61°01'49"W 34.80' > C21 17.93' 6°13'39" 165.00' S 5105150"W l Z 92' O 0 O C22 9.38' 7018'57" 73.50' N 5202429"E 9.38' z C23 45.13' 17°50'05" 145.00' S 57040'03"W 44.95' - wo C24 27.60' 21030'58" 73.50' N 66649'27"E 27,44' + O z C25 81.62" 32015'12" 145.00' S 8204242"W 80.55' a N C26 27.50' 21°26'08" 7350' N 88018'00"E 27.34' ' z _ C27 66.92' 2602633" 145.00 N 6705625"W 66.33' � C28 28.1I 21c54'48" 73.50' S 7000I 33"E 27.94' U O w O IC29 19.36 15°0539 73.50 IS 51'3119 F 19.31 rr- w w 114 CORNER i V / wwC Ld SECTION 21122 (% G Ln CP&F114011299 z > � 0 0 a a U J Ld: ce co 2030 S. WASHINGTON AVE. O Z) O J 0 115 4 EMMETT� ID 83617 a a = SCALE 'p> z� ) C:) > - ,. ,ram 208 398-8104 zz O J so o so so 120 �'*REXGti�' f FAX (208) 398-8105 1 a 2 � (FEET) W O 1 INCH= 60 FT �GI7��UN� 1I7C, WWW.SAVVTOOTHLS.COM Q ''' SHEET: DATE: DRAWN BY: CHECKED BY: OB#: DWG#: G U) 2 OF 4 912020 WFJ 7B 19428 19428-FP J Lu U 0- 0 N 0 N CSW PROJECT NO. 20004 DRAWING DATE 09/16/2020 w O ■ m T �0���.VGLd ENSFO ` 16970 9-10-20 s v \ \ �p, F OF 0f \ \ /N^/E M.GAP U) \ \ L S V J \ \ \ 0 30 60 120 180 f� T T 0 `D.�\ SCALE: 1" = 60' i \ \ I ss \ \ �W w o < �' w \ �LL. C]N� Q) 00 (y) p \ \ Z 00 Z \ \ 2 a)TOF T°o JJ` U w U) \J�\ pC U O W Sco E \ \ \ ro a_ \ \ p ro w Q \ M \J� o °' r- � \ �\ O / V) U) �\ > X w / / \ \ \ Lu 0 0 Q,O�J CONNECT TO EXISTING // 30 /// �^ \ \ F- a o o / SJ / 8" WATER MAIN /%/ /// \ o�\oJ`` ♦ r i rn 31 CONNECT TO EXISTING < / / \ \ Ld Q\ 8" SEWER MAIN r0 / / 32 / / \ \ o / o� �� /�\ ip < / / 33 / / o \ ` O Z GL / / T° \ \ n pi bi RETAIN AND PROTECT EXISTING SEEPAGE \ ` //j 34 O �� BED DURING CONSTRUCTION. CONTRACTOR 12 \ �S u / / / BLOCK 1 1 o� o� tiq z w f �p�' IS RESPONSIBLE FOR REPAIR AND OR \ s / / 3 5 // \ \ ` < o � > w ♦ REPLACEMENT IF FACILITY IS DAMAGED. / / // / /� a Q tr 0 19 14 \\ �� �/� // 3 7 / / �^ T\ \ 9 o N _ � o a z \ \ / / �\ Ld 15 o s / \ \ / r5� /// 3 9 /% '> \ \ zo </ 16 BLOCK 13 / / L� \\ /// /j/ ///^� \ \ 0 SEWER LINE 'B' r8 S L/` / / 40 /j/ > \ o 1 7 ��� SEE SHEET C5.0 / � / 41 / o m m > o CONNECT TO EXISTING \\ / �5 /\ \ \\ 46 \ / / / of N 9� \ ♦ m m m Lu 0 8" WATER MAIN 18 \\\ / \ \ \\\ \\ ��/ / \ � \ � ono \\\ P �<\ \\\ 4 7 \\\ \ = 4 ✓/ I DESIGNED: C. GRAHAM O \ >v \ \ \\ \\ \ �3�� 43 °i �` DRAWN: C. GRAHAM Ld \ 19 \ \ \ PI — �i�" c.o. \ 9� m m U) PI CONNECT TO EXISTING f 20 \ / \\48 \\\ j� oo m CHECKED: C. GRAHAM Ld z 8" SEWER MAIN °' J,o \ r55 \ \ \\ o —EGEG 2 �'IV 4!1� o 49 \\\ �� EG EG —,��� - - �� EXISTING NMID PRESSURE APPROVED: C. GRAHAM \ \ IRRIGATION PUMP STATION AND \\ / �e TB moo O� —C - �F \ \ INTAKE STRUCTURE. LOT 44 BLOCK O ' // SS LL < \ \ 50 \\ �� — o' �TB - - c� 11 TO BE DEEDED TO NMID. m I m C o / / /\ 9 \\ \ \ \\ I _ / 8"w \ \ \ / �,� el „\� �a� �o ro Fc \ °i ��'\ �� PREPARED FOR: roF / 59 // — 1\ SEWER LINE 'A' \\ \ �/ / \ el E �FG MOVADO DEV LLC j/ SEE SHEET C5.0 �� �� ♦ Fc� e� co 4824 W FAIRVIEW AVE 58 /// �\ \ 52 � BOISE ID 83706 / . . .� � a ro �A / // �� \�\ 53 \\\ \� F.�' '�o c Fc� 44 \ e ��C 57 / �\� \\\\ \ / i�Ks�4p,, \ e� ♦ re Fc\ e \ \ T cn rB 54 Q IN, 5 6 I I 5 5 ��� �u � `G I \ \ Al X. cn ♦ re P �� roF �FG\ \ I �\ O z z .. Q c c LL.o r EGc\ / Z Z J a� o oF� TB INSTALL GRAVEL ACCESS TO e( ` EXISTING PUMP STATION AND �P�(c Fc w U Q Tor- INTAKE STRUCTURE g� roF � � � \ O 0 INSTALL GRAVEL ACCESS ROAD. roF a_ SEE DETAIL 3 SHEET C8.0 EG— o (n Lu J w Ln \ a z / D cn roF roF w O 0 Q W U w F( m 3 :2 (ifa O D O U w LL I p J cn m a cD ~ O Q a Lu C) Ice wQ z 0 w 0 CL ° I w r Q > Lu Y m o' w > Sri O 00 ~ o wU V O _ C N a ~ C w w U C m I c J >_ a w w U a (Z o w 04 mm CSW PROJECT NO. 20004 � � 00 °o w I DRAWING DATE 09/10/2020 CD O Ll C/ O 0 O a / C2mO w °�� m R R 0 SLOPE LOT PER PLAN 16970 5' SIDEWALK 9-10-20 v I PAD ELEVATED 4" ABOVE I � OOFOF\OP�O Q� X BACK OF SIDEWALK � �iNNE M G�P � cn - - - - _ ` J T " N �T\\T\\�\\�\\�\�/\�/\�/\ 0 20 40 80 120 \ Off\ \ 0 15.00' b 2668 \ \ �� w ��\\��\\�\\ \ \ �� SCALE: 1" = 40' J �W� E w w > 0 TYPICAL LOT GRADING DETAIL 1 �s��, \\\ ` \ o � L� rr7�0 oo M SCALE: NOT TO SCALE RD1 . \ � � UJ z 00 .- o \\ \ ABBREVIATIONS o o Cc:)"o 2: . 0' rn O M \ �` \ CL CENTERLINE U uw � .. � \ ` EG EXISTING GROUND '~ - U 00 . ®® g FFE FINISHED FLOOR ELEVATION oN w \ ` FG FINISHED GRADE coro FL FLOW LINE oro w \ \ 2668.39' \ ` HP HIGH POINT 00 \ FG `� ME MATCH EXISTING / _ \ TOP ,�,, RIM RIM ELEVATION , V) 2668.55 - 2672.37' 9l OF TRC TOP BACK OF ROLLED CURB ' w o �66 FG TVC TOP BACK OF VERTICAL CURB o \ > \ � \ \�\ `q(iCy TOC TOP OF CONCRTOA TOP OF ETE w � ETE � M \ 2668.71' ` ` 09iL O O ~ \ 3 0 FG TOP 9� 0 0 O 2672.51 ` a o_ o / FG 2668.E \J � / �C `♦ 2ss7.os' 1 FIG GRADING NOTES o 0 z `� 1 ■ `�� TOP` 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL o o / FG B' FG 32 2669.03' 2672.66 ` AND EPA NPDES PERMITS PRIOR TO STARTING WORK. g C) / EXISTING SEEPAGE BED 2666 g7' C 2ss7.22' �� FG ` 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE Ln ~ \ 6$ �♦ \ FG 2669.27' \ � ` �� RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. a zz sO 33 FG \ ` ` 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH z w - 2667.38' BLOCK 11 \ 0 0L 5;FG / CLASS B COMPACTION AND FOLLOW THE RECOMMENDATIONS OF THE w w / 2667g� 11 ♦` O!2 2669.54' TOP, GEOTECHNICAL REPORT. a v FG FG \ 2673.08' u N g o \ P�,�� 26ss�� \ 2667.54' 34 \ v�� \ 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING o z o 0 cn 2669.82' ` GRADE 2 FROM PROPERTY BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO C) o z �F 266>>8G \ 1 2 FG ®® FG N. \ 0�8� PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. o Q / \ \ FG Q 2667 fig, \ 2667.70' 3 5 \� TOP 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS z \ FG \ 2670.11' AND DRIVE AISLES SHALL BE EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE w � \ � FG � 13 \� \ \ FG 2673.13' � � 0 2s 36 \ COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED. \ 6j 59, / \ FG \ p 26ss g,� \ 2667.86' �6O� \\ Co FG 3 7 2570.31' \O� �� 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE Q o \ _ / FG �� PREPPED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE PREPPED oz 14 s \ SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT � \ �� 26674p, ZS FG'° \� FG 2670.50'\ ` TOP' GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. w N 0 \ / 6j20' 2668.02' FG FG 2673.39 9 266 Gs66�8. 2668.20 38 `���� ` 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR DESIGNED: C. GRAHAM m ry�o \ FG 15 \ ` GENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM o \ ® 266721, 2ss F' \\ s 2670.69' 0�\� ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL DRAWN: C. GRAHAM w �02� \ a � FG FG MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND cn 2666., / .0 \ 39 `9 SHALL BE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER CHECKED: C. GRAHAM w s FG s' N 2668.31' \�G �� TOP TO THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. F, \\16 2ss, 2ss FG 15 o 68 2670.90' 2673.65' APPROVED: C. GRAHAM OZ• \ 6.ss. A. FG z \ \ \� 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR C) FG 17 FG� 4p. /���� 26 FG 2668.68' �� STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN ON THE PLANS AND PREPARED FOR: 0 2666.8 BLOCK 1 3 5� 6s•s8' �� 41 \ PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN 0 3' << 46 00 FG o \ \ APPROVED LOCATION. MOVADO DEV LLC or� �`� 2ss ► ��`'�' / -- ,2s Lo 2669.08' / 4824 W FAIRVIEW AVE J'JA \ FG 62�� FG 6j44 �N s FG ti66� 2669. 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN BOISE, ID 83706 O� 18 / k. 26665�• 47 / 4 0� \ MATERIALS CAUSED BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND Q �� FG 26ss / p 2sss.ls' ti6 _ ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE OGG 2664 gs, 2s6s F \/ 266j»' �66� ,�.. 26 FG - 3 BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING y F o2' 266 c FG 68 AND HAND LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE J 6h B° 1 9 G / 6.34' 48 \ C O 2669.31' _ �6 CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION CONTROL PROCEDURES. J °LrO 20 Zro66 / BLOCK 1 1 26 2667 N C.O. I� 67.01' - ___ - EG - - - __ _ \2 \ 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR _ 2g64 soh 266583! 26ss»G FG \ / EG 66� \ SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL AND OTHER FOREIGN MATERIALS ��6 \ G 49 // EG c EG - ZZZ-EG 2666 \ - _ _ \ \ FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. w 1 F 2666.8 / 65 EG. _-___________ - - - - F � 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD cn / 26 FG FG 4' / �18�2 ___ __=T�s - - - G� QUALITY CONTROL OF ALL BACKFILL AND ASPHALT. FIELD QUALITY CONTROL ■ 66•o°' 50 %/ / uG - - -__- 6`s c�c T:?6, _ _ / - �� \ \ \ 6 / /� ___ f� _ _- •s�, - -____ a�; F�_ ____ FG ( 1 \ SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND SECTION O U 26ss Ors 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF Fc FG 67' // _ 26ss g4'/�C ���� 1 - ___ _ ___ ___ �p \ \\\\\ \ BOISE FOR REVIEW. z2665. z \ 0 59 yti 51 �j//i/ /// - - - - - ��\\\\\\� \�. - l �� \\\\\\\ \ \, 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL 7 26 /f \ \ \ G BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED OF OF ~ L 6 66 �/ / i \ \\\\\\ \\ \ �� �� °' 2ss FG FG�gO. 6 j665 g3, / / // i \\ - - - - - - - - - \ \ ��\\ \\\�\\\�T SITE. U 0 1-1 \\ \\ FG1 58 �66 ko, 52/ ��0 - \\ \ \\ �6, ,�t`' G h ?s / \ /EG / / / / \ - \\\\�\\\ \\\\\\\\ 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT W J w \\ 6 F rob ss Tc / 26s633' 26 / / / \ / / \ \ \\\�\ \� \\ PREPARED BY STRATA. DATED APRIL 19, 2016, PROJECT NO. B015477B. C FG �G�� 6S?9' / / I I 1 / \ 19yc \\ \�\�\\\\\ Ln \ G (51 2666-16, z �\ \rL 66h 5 7 FG 2ss (if �\\\ \ �� \ 26s6 \\ \\\ / \ \\\\�\ � ,\\ � 5 4 Fc °2 266 fc / Ii cn \\\� 14? \ �y 5 6 266 5 5 , 9� F 2665 66�. 3. 266,5 � ~ c ti �G s4. O FG �r F, 2664 Ec, z 0 Y vi LLJ \ o �\ G 2ss O N. 4.g2.),/ rL!a6 \ EG 1E f 4.ol 4g'' fG 6 W __zz i��i/ / / / CSW PROJECT NO. 20004 QE DRAWING DATE 09/10/2020 0 ///\\ / � \ - - - ^ - CIO KEYNOTES \ ° �S�OwaL F Ld I_ p�� GENsFp 1D SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 G 0 20 40 80 120 o FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. �'° �o1b 16970 2O INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" OR "H7" WITH 001 \ °a , 9-10-20 HORIZONTAL SCALE: 1 = 40 cr p � TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE a v CONCRETE AND COLORED "TRAFFIC YELLOW". VERTICAL SCALE: 1" = 5' ° FOF�O Q ��' � O3 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. 2 \ �°'� 3 \ ° 6 v ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710B. SIDEWALK TO BE °°a 6 \ CL oL ° 6" THICK AT DRIVE APPROACH. a I \ 2667 o y O5 INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. a ���, \ LG f 6'tg3r \2667.27' U) sss lc ?s \\ �G 9� r w o Lu > OG•1.71%' s G oM Q) 00 w L��N cy 0 to z tc,�P 5 O / a Uw � .. (n ° \ oC - U E O :22 co N or� a `. w fo w N o fo ui INTERSECTION DETAIL °° °' SCALE: 1"=20' , V) w a_ x w 0 0 N N 29 O O O a o 0 o n rn N o ?s6�ss % 0 66°c�ox 1 0 C) 0ti 1 nn �c ( 1 0 u Q 17 0 41 ?s°xss 1 z o w � 5 9 o CL > ci) z BLOCK 11 40 °? BLOCK 13 0 3 8 3 9 1 \ °w < 120 EXISTING SEEPAGE BED 1 co B 3 0 u N g 0 J � 37 � , cs.o o Z w z 36 �� N 5 8 ?ss xs� �G 19 18 17 16 1 5 14 13 1 2 1 1 I o m z N 3 0 31 3 2 3 3 34 3 5 ��� �`O� s'� ,> 1 W o �o� ���, N �, ♦ �66 pox ��������; 0 31 u- L` �m 0 BLOCK 1 1 O o + N 00. y 0� G G ,A .? r1 N N °d co Zt Z oo .01of oo G G a6+ k O 170 > o N N 66y' h� �' o ryk �° ° A' /-.t�qL 0 > o O °9 ? ' ' ao a fN ro 0 429 57 yy Ge s X �6 '�� 6hxh �g x� 0 � /ra` Gj°' 6> O �0 5 6 O6' 6'° 66,) 8° 6) °° E, ° �� coTff, x 1 — ro 6 �tl. 0 �, �60 ti 0 x lb 66ro��x I 32 ; N 6' ? 2 6' ? 9E 9 $ . O 00 �0 '. ti6 T `Lr° x 6 x rO x� �rO `1' O CPch s ° � o N s , �6 `� �� I 2 Lu O �, o D 6g9 �G co",, 12+00 - �- 13+00 14+00 3 I ®® DESIGNED: C. GRAHAM ch O O 1f+00 p m W�Y—Q1412+00 4 6e O G 11'� y0 r oo O �_ + + —\o— - L 0 G S DEFIO WAY 2 M 0 m O E MATISSE STREET O 33 DRAWN: C. GRAHAM x`L�` �� I 2 I CHECKED: C. GRAHAM P �+ � s o 56 �,'`��o APPROVED: C. GRAHAM w tt� tt� 9 �,�x x hrO x x�` h� x1 1� x6� �� O D �1,s6` �� 6ra• ��j ra. ��j 6 S ra• kx ,�o(L666 �° �6— (LO' _ 3 *?��\\�O xR1°�O w^ O �,y� o F' ti ti� ti� ti6 ti6 tib 66 0rO 66 66 661 // O° 34 j ti �o�� �G I sue° oo, �N' ^ , ti ti ^ � ti ti ry �'�oX���G PREPARED FOR: �ExISTING °x�°-o� " 5 �'x '�, N ^ 5 5 " `''o� MOVADO DEV LLC a 6�. ss'° `' N ti� I 4824 W FAIRVIEW AVE w SEEPAGE BED 12 tib I s�,� �v �G <"� I 35 BOISE ID 83706 GRADE z 53 52 51 50 49 48 47 BREAK Q 46 D I "' 54 Lu 1 3 "' 46 �,� BLOCK 11 36 Y � w e, \ I w J a W O w z z Li- 2675 zo N o �v 2675 2675 2675 + z w o (D � W 000 ----------- N c0 Lt_ -------------------------------------- — Q U t0 O o0 00 � O O M + ± II N O N +-- - ----------------------------------- ---- W + I-H N N H J 0_ O + Q M UJ z ---- II N O - Q II -------- N W p U II O - -------------------------------- ---- II N 0 < � M FINISHED GRADE N W -z • 0)U II N Q II o � a u U ---- ----- N W a -------- 50 �m o a'a N w oC Ln Lu oC w 2670 N W H J _ > 5 w 5a a a s 2670 2670 11 N o N w o CC o_ m 5 5-a a c� 2670 Ln G -----1.42% � J U FINISHED GRADE o_ o_-- z > _ z cn 0.50% --- N W z ----------- O > 0.50% � _ o w - - - - - -- - - -`°°M 0) a a m--------------- ------------------------------------------------------------------------- ----- -- -------------------- ------ ------------ - z — - - - - - - - - - - - - --- - - - U m z �°toco --------- ------------------- ------------------- ---- - _--_- - — ---- ce 2665 +�N N 2665 2665 - - - - - - - - - - - - - - 2.00% ^ 2665 Z J ~ 1 11 - - - - - - - - - - 00D II -o_w ------- - -,- -_-_- - II - - co---- --------- LL V Z —L ISO It� dN o_ W O r� - N IR II Ln EXISTING GROUND o rn r-c`no "�m EXISTING GROUND a W O O ; w _ ----- +N-------------------------- ----------------- ------------------- ------------------------------------------------ w ---- --------- w O+ 0 N ------------------ ------------------------------------------------------------- -------- z 0 O Lu 2660 ^ ^ ^ 2660 2660 m J a W o_ 2660 Q ^ ^ W n 0 U coN U M Ip N 7 O OR _________ ____________________ __________________________________________________________________________________ V cf) Y td W � t to to to to to to o 0 � 0 co to co \ w to to to to to to to to to to to to to to to to to to O N N N N N N N N N N N N --------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ------------------------------------------------------------- --------- 10+00 10+50 11+00 11+50 12+00 12+50 --------- ------------------- ---------------------------------------------------------------------------------- ------------------- -------------------- ------------------------------------------------------------- --------- cn 2655 2655 S. DEFIO WAY PLAN AND PROFILE N pp N M 00 N � N Of O O N O to Of t` O M r, n T N 4 N to � to � to to to to to to 0 0 h ' to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to to LL N STA. 1 0+00 TO 1 3+00 N N N N N N N N N N N N N N N N N N N N O N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 CSW PROJECT NO. 20004 DRAWING DATE 09/10/2020 E. MATISSE STREET PLAN AND PROFILE o STA. 10+00 TO 1 5+00 C4mO o \,�GE m o NOTES KEYNOTES o 20 40 80 12o Q��' t r� � � `� 16970 J 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE O POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. HORIZONTAL SCALE: 1" = 40' �9-10-200 ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. O v O2 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1. VERTICAL SCALE: 1" = 5' 0��� FOF�o�P�P 2. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER NEco M.G ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. Ln J 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. f� Y 0 J o —W it o J > L U W � r C]N� � M ,L_ um z 00 — I = rn U wi � c � H U p m E W W O z 00 0) W U cn W 0' W _ — j — — TOP I N O O o TOP I I a 0 0 SSCO TOP TOP TOP 4" SEWER SERVICE o I o 0 w 41 59 STA=10+10.57 BLOCK 1 3 TOE 40 LENGTH=29.00' 2 �^ 20 19 18 z TOE � 39 w � 17 16 15 14 13 O v 3 8 U INV=2659.68' O 1 2 1 1 a_ SSCO-2 0 n -� I a_ � BLOCK 1 1 37 Of w Ln(0 oo I G U U W w U U W W N �^ Ln OfLO. OfLO. > > > ~ 36 U cn 00 4" SEWER SERVICE cn O > > > > ; v U v 1 2 w w �`' > - 0i 0' 00 STA=10+44.57 w o W o X N o Of LO o Of o ,n b r�b w-- a w 30 31 32 33 34 35 U �_ ;�a, � N o � ,,� 58 o- o- wLq p- wOo p^ wry o cn o Ld > v w � o �- w0o � II o LENGTH=29.00 D N �iri �(ri �i � N� N � Nric�irn � N � wop- w0op- wop- I I cn W 0 cps (n � 0 � 002c0 < (O � 0ckf NM �MNU N N z W 0 0I T ii w + ICI co w+ � o'� �t m cI U N� � O > >p- � rnrrN � 0 � W + II COO W + ICI co; W + II co W + II O W + II T w � N INV=2659.85' w �� = 0 3� = co -04 - - 3N = o 3:1-) 3�� = co M co w + cl Co I O a > Z W > OI\ 00 W� � WOE W 00 II � NO NZ II W U w W w W W Lr- 0_� � NNN4 In MC0 00 - II II W > w� HN W� F- N W� HN W� H 2co ?i- 2co U U U 0 WN N 0 2 c0 N W� HN W— HN W� H a N Z O _ _ U �" � 0; p o0o rnco z g g > > > 00 w + pco Wrn � � N � zw � _ 4" SEWER SERVICE 2 cnllc� II cnllc� II NIIc� II cnllc� II cnllca II V) 0 (nIIc� N cwnlluN S 2 O > > > NCO C� UjN2C0 N 0_'� 7M (n U �F(nJ > �(nJ , �L7Z — �NJ — �(nJ _ �NJ II �(nJ II �(nJ II 1 .' ` Q J O O O 0 0 af O p af O" O" N W H N W + II W + II O Z a_ > Q Z > Q Z > Q Z Q Z 00 woo- wop- wop^ wp o o �i r� - II II w > STA=10+75.30 z z z z z QZZ ' w z N afO" ('O" M w N II H W H W H W Z H W Z H W H W H W H W /� (n� NO�o N� �irn �� p o- wop- wpp. w + II to II c� �N2c0 = o LENGTH=28.76' (/� c0 O II W• 'tZWJZ cn N I� 04 N N m nj � N 00 3 N = o Q z > w N N INV=2659.99' 0 2 2 0o c� o w �� � � �� � � o � (� N (O wr- F- N ~ wz cn II u II N II c� II O (/j _ z w + II co w + II co w + II cNo w + II cNo w + ICI � w + N N II c� II �(n � — � w > ~ wz O rn 7r 2 2 2 2 2 2 p U Q Q z 3o = co 3o = co 30 = 0 3� = co 3� 2co �� _ � ^ � w > �N � z �N � _ G. O 57 SS___ A-3 xo w (n U) W� HN W� HN W� HN W� HN Ld 04 IT(n —IZ 98• 2 J L7 II o > (n Q Z II N Q Z N II 0 II II k6j V. � w � w > ^ � w > ^ Qz > �Qz > NQz 1 c5: o ` W �NJ ? �F(nJZ �N _j �NJ ? sFNJZ ItU) \ 4 �\G g �8 S 14° 8 W 8"W L� 2 2 2 2 2 2 2 13k00 SSMH C-8 �`'Ox°����'$ 3• —12+00 — — —13+00 E MATISSE STREET — — O 2 V , -ti pQ <8"SS 14+00 SSMH A-5 D L »SS Q� G c3��P �`Z` �6 2 SSMH A-4 <8 SS p 0. $ y 0 43 rn k � � SO^��• 11� o I I 2 5 - N o _ Lu S DEFIO WAY 16 8"W 2'0. 0 � �('' o'0, � 10+00 — 11+00- — — 12 00 F. ��, "�`�'p 2 2 2 2 SSCO-2 <8"SS -� zz G 3vNx U r`L , N '� w o o w LO- - w N- - w n^ - W M- - W M o't SS <8'SS �N 56 ��/'`,' ca`O U co" DESIGNED: C. GRAHAM SSOf MH C 7 c^ t^ r N C)C) 0000 � o(Oor� Vaoop 0 0) o� oN 000pN uito w"�o00 1 Z?, �' �� , ^ o o > ' rn o rn o rn o opi >' >oo >c�i 2 DRAWN: C. GRAHAM -1- N c0 0) o >O >N >CD >O I� \ ^�/ CID w + NtO wpNO wM20 wp = N WO = N w + = � �MNN N� 04O oo `L ° L N cn + II co uJ + II W + II N + II co + co N II w + w + NCO n ao CHECKED: C. GRAHAM � G / W 11 11 = N N = N WN N wN W II O > QZZ w II C� > W II c� > cn w I Wr�ZZ w II � > w 11 0 > II � > II � > w 11 � > �� � II L� F (u 43 vi �� HII 3I APPROVED: C. GRAHAM � �-� LiU) Ujz w� LIJ wFizz �� zWz �� zz wow �Qzz Qzz zo 2 SSMH A-5 d N J NN 1' (nN y' vwiNJ (Wi�� J (n� � wN � wci J (n 2 12 43 c, / 55 PREPARED FOR' F' SS C-7 o / MOVADO DEV LLC a_ I Fc A 54 53 52 51 50 49 48 47 46 4824 W FAIRVIEW AVE BOISE, ID 83706 2 46 BLOCK 1 1 1 Q 13 2 �o 2 J (n J 3 00 U) Y Of O W � J ^ W > ^ Z N OL0 COD ^ O U W .Zi " CD N 7Lu w 2675 " i° oMi LO 00 M^ co 0 c j 2675 2675 ^ 3. ^ 0 2675 z L J ---------------------- " ------------------------- O O cL0 �oNp'iA N N 00N N N N Z ^N v vv 906 L.L LON 0 + c0 — — O ...� 00 ------ ------------------- ------------------------------------------------------------------ O z ------------------ c0 ----------------------------- -------------------- - --------------------------------------- U M (0 ----------------='i 0---------------------------- ---- I� --------- --00 O N �K) 04 I OO � z p � N » > o r- 0) 't or) 't(O- II W ------00O rn II O U+ = II II z z z N !s 't 't " �s ui Li �_ W O CD Z O _ N > > Q — — — -------------- - 't ------------- 00 �O LO (0 CO ---------- -------------------- ---------------------------------------------------------------- 00 C6 LO ZD O --- N + co = II II z z �U)iw 00 `O N---------------- ern_ co co N �o (D � N ¢I + cop I O N > > Q - - gyp. O II 00 N N N c0 N N (00 a_ o n z z FINSHED GRADE (n H —s N N M u II r�i II u > (� L u 2670 U Q II _ _ 11 cn(n o- ao ao 2670 2670 ao a; °0 II °' (O z z O z z o =II N z 2670 _ :- � ? O al o+ � - - al + � - - FINSHED GRADE �� - cn cn ao 00 --------------- ------------------------- rnN > > = II qzz z = p Nzz z z ., ------ m Q I — (n(n o ao ----------- --------------------------- ----------------- z z af00 o' --------- -------------------- ---------------------------- ------------------------------------ ----- U �. . . M. _ . 0 0 Q NN M: NN ^ " �� _ z ------- _ - - - - - - - - - -- - -- -- - m w -- - --_ - - 2665 ii 2665 2665 - - - - - - - ----- -- - - - - 2665 O ZD O -- -------------- ------- - ------ ----- z II EXISTING GROUND - ----------- ------ --------- -- ------------- 8" WATER MAIN - ---------------�------------------------------------- -- --------- ----------- -------------------- -------------------- ------------------------------------------------- - ----------------- - -------------------- -------------------- ------------------------------------------ EXISTING GROUND � II 8„ WATER MAIN CROSSING ----------------I--------------------------------------- - - - ----------- ------- O > I..I..I = I I CROSSING ---------- - - ------------------------------------------------------------------------------ --------- J 2660 2660 2660 2660 1 W ---------------- _ S=1.12% p=------------ --- ------ - -- -- ---- ------------- --------------------- L-187 --------------------------- - -------------------- -------------------- --------------------- ----- ----------- - ---------------- _------- -------------------- -------------------- ------------------------------------------------------------- -------------------- -------------------- ------------ -- - --------- -------------------- ------------- ----- L-29 0 ------- g_1.10 ------------------- -------------------------------------- ------------------- ------------------------------------------------------------- ------------ ------------------------------------ -------------- --------------------------------- ----- -------------------- -- cn 2655 2655 2655 L=89' S=0.50% D=8 C 2655 C J REMOVE EXISTING CLEANOUT AND MAKE COMPATIBLE ---------------------- > CONNECTION TO EXISTING 8" SEWER MAIN _ REMOVE EXISTING CLEAN OUT AND MAKE w c� EX. 8" INV=2657.15' (FIELD VERIFY PRIOR TO „ L=48' ---------- ------------------- --------------------------------------------------------------------------------- - o CONSTRUCTION) COMPATIBLE CONNECTION TO EXISTING 8 S=0.50% N SEWER MAIN. EX. 8" INV=2654.20' (FIELD D=8„ VERIFY PRIOR TO CONSTRUCTION) ------------------------------ -- --------- -- ---- -------------------- ------------------- - - --------------- -------------------- ----- CSW PROJECT NO. 20004 � 2650 2650 2650 2650 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 DRAWING DATE 09/10/2020 SEWER LINE 'C' PLAN AND PROFILE SEWER LINE 'A' PLAN AND PROFILE @ STA. 10+00 TO 1 3+50 STA. 10+00 TO 14+50 C5m0 ,VOVAL NS l ®® & N`' \ 16970 9-10-20 Q , �\� �D,A�NTFOF\O�P�P� 0 J \ 0 20 40 80 120 f� N M Qf 0 ` 1 30 T SCALE: 1" 40' CONNECT TO EXISTING OF Li E / 8" WATER MAIN 9 w a J ` > w 01 � 31 ♦ �� � o •� �> v7 0 9 p � � N00 LL. ♦� 3 aN re) �`9 3 2 \ /� z z w o ,�' ToO \ Fq � rn o L 9 \ V V) , cf) 6 33 @) oo OGL 7 \ q� co E .. 1 1 �� BLOCK 1 1 \ o z �. 9 3 34 \ °° u, w 12 8 `r0 \ 9 35 To,� \ , (10 9 \ Ld � 13 3 \ 0. 9 3 36 Ld D A**0 \�5\ 9 f 0 0 �J 14 p 37 J� s F,�/ g 8 \ 0 0 0 QO� / OAS C,� 3 \ r i 0) Q, 9 2 9 \ 0 0 BLOCK 13 1 5 3 r QJG AL 38 TOA 0 z � ® ® � 0 p h� 9 z s 16 w 3 5 40 0 Q w o \ 3 9 ��� 9 �8 S- Q` o � w w 17 f 16LF 8" PVC 41 � N z o 46 S� P, s o Z o oN z CONNECT TO EXISTING 18 4 F� t16LF 6" PVC °ice Of m L 8" WATER MAIN / 3 0 a a f 13LF 6" PVC 4 7 3 4 2 z p w ~ w 9 9 Q` 4 3 3 2 C.O. 0 19 48 PI z 20 0 PI 0 Q 0. J, 9 � QJG � 4 EG o rGj 8s 5 5 L� 3 49 G EG EG > N l,� F E EG � ��1LO d',o � / 9 P EG 3 9 _ DESIGNED: C. GRAHAM 0 � `r /- y 50 G - - � _ _ DRAWN: C. GRAHAM cn w 9 f32LF 8" PVC BLOCK 1 1 / \ CHECKED: C. GRAHAM 51 5 9 APPROVED: C. GRAHAM � A� 5 s 3 z 9 Q` 58 3 52 � ' \ PREPARED FOR: g 3 Lam MOVADO DEV LLC 9 a_ 5 3 �G `����. � A � 4824 W FAIRVIEW AVE \v� / BOISE, ID 83706 z 57 Q` 5 / Fc G WATER NOTES J \ N \ 55 54 / 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE � ` Ai 56 / MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. F 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. c/) / 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER MERIDIAN SD-W6. Q F� pi d � w \ P 4. COVER OVER WATER MAIN SHALL BE 4 FEET. z 7 o O L z, \ 5. EXTEND WATER SERVICE PIGTAILS 10 FEET BEYOND COMMON DRIVES./ Z 7 \ FG Ile Q GO 0 ` � EG � ZD DC z w KEYNOTES W Q OREMOVE EXISTING 2" BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. MAKE z COMPATIBLE CONNECTION TO EXISTING WATER MAIN. O Q z U Q W w O INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET m 3 Z) METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. O O Q o' z O3 INSTALL DOUBLE 1" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET LL Ln C METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. O ® 8x6 TEE (MJxFLG) z 0 O �j 6" GATE VALVE (FLGxMJ) C 6" WATER MAIN (LENGTH PER PLAN) ' Qcn G FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. \ Y W vi (if O5 45' ELBOW (MJxMJ) V) O w I- © 8x8 TEE (FLGxFLG) 2 c J O7 8" GATE VALVE (FLGxMJ) W v ® POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. 0 N o Og POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET CO.1. n1 CSW PROJECT NO. 20004 = 10 8" GATE VALVE (MJxFLG) DRAWING DATE 09/10/2020 8"x6" REDUCER (FLGxMJ) of o_ 0 C6mO S E m \ 16970 9-10-20 EXISTING TYPE II \ n q �O U STREET LIGHT \ \ O TFOF�OP .ZP U /U \ V) / o ; 30 Ld \ \ w a U) / 31 \ w 0, U STORM DRAIN r'Fn 0 o wo / 0 xSEEPAGE BED / , % 3 2 � u�J O � Cc:'"o \ � . a) 't 0 i �Q U 3 � ���� F'cj0 3 3 oc o u o @) � 5� y� m E ��O / 1 1 ro BLOCK 1 1 \ Z LPL EXISTING TYPE II i , 34 00 STREET LIGHT / EXISTING TYPE II 12 \ , � STREET LIGHT / 35 � w 13 36 Li / o 0 p 37 uw o 0 14 \ o o o 13 1 J'Q 38 29 \ o w 5 �,<• \ z z /O g A� C) / lc 39 \ _ F 16 40 0 CL > [if PLuccn w 17 / <<, 41 N c zg 1 U J 46 w z o Z \ 18 O 0 0 N / 47 42 Q w a 1 43 Z w O 19 48 LL- z 20 / o o A0 � 1 � O� 50 DESIGNED: C. GRAHAM O 9� — — DRAWN: C. GRAHAM Li cf) BLOCK 1 1 / \ CHECKED: C. GRAHAM Ld 59 — 51 \ APPROVED: C. GRAHAM C) 58 52 / � / � PREPARED FOR: o ��� MOVADO DEV LLC 4824 W FAIRVIEW AVE 53 BOISE, ID 83706 �V Q 57 45 / STREET LIGHTING NOTES N \ 55 54 / 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND ft�0 56 / THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE in / THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ J ` / TO OPEN A PERMIT AND REQUEST INSPECTIONS. d Q > U 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, z 7 o ., w BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. O z o \ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE Z Q Q / HYDRANTS AND 2' MIN. FROM WATER METERS. u O J a_ 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS DC L BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR � u _ LJ SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING (n \ FINAL INSPECTION. Z /_ � V z 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR O 0 Q QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. U m J Z z O ( C) W o O > z 0 O cn KEYNOTES Q J I— . yO INSTALL TYPE 2 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY L1J \ vi O OF MERIDIAN STREET LIGHT DESIGN STANDARDS. O w U C G J I..0 U O N O N CSW PROJECT NO. 20004 DRAWING DATE 09/10/2020 C� of w 0 CTO m oF� GE SF� 0 a_ R/W R/W 16970 47.00' PUBLIC RIGHT-OF-WAY 2 1/2" OF SP-3, 0.50 INCH 9-10-20 � 0 v I I (1/2 ) MIX, PG 58-28 C) ��TFOF\OP Q 2 2 U) 10' UTILITY 5' SIDEWALK 16.50' 16.50' 5' SIDEWALK 10' UTILITY L EASEMENT i i EASEMENT 2 1/2" ASPHALT PAVEMENT J I SEE DETAIL 4 THIS SHEET N I 3" ROLLED CURB AND 4" OF COMPACTED 3/4" 0 4" OF COMPACTED 3/4" GUTTER PER ACHD 4 a4 a4 a4 a4 0 I CRUSHED AGGREGATE SD-702 TYP. I CRUSHED AGGREGATE BASE COURSE BASE COURSE 1.5% ✓ a4 a4 a4 a4 H o J a a a a 4 a4 a4 a4 a4 14 COMPACTED 6" U ° ° a4 a4 a4 a4 a4 ° ° \ \ \ \ \ \ \ \ \ \ MINUS PIT RUN SUBBASE 0 0 LL. // / / / / / / / / C]N� pM 00 � T EXTEND BASE AND / / /\/\ \/\/ / \ O p �'� z SUBBASE 6" BEHIND \/\/\/\/ /\\/\�\�\ //,\/\ \��\�\\�\\ \\\\\i\\\% \/\�\�\/\/\/\/\/\/ CURB TYP. \/\\�\\ \\ \ /" 5 THICK CONCRETE OVER 4 /\//\//\//\//\//\//\//\//\//\ U Lu 14" OF COMPACTED 6" OF 3/4" PER ACHD SD BASE 709 �j/\//�\//�\//�\//�\//�\//�\//\\//\\ COMPACTED SUBGRADE � - � o w MINUS PIT RUN SUBBASE E w � � o ro ro ui COMPACTED 00 SUBGRADE 33' TYPICAL STREET SECTION 1 TYPICAL ASPHALT SECTION (LOCAL STREET) 4 r- �' SCALE: NOT TO SCALE 3: SCALE: NOT TO SCALE C8.0 , N w x w 0 0 N N O O O a o 0 o � rn N o 0 z z U 0 0 U U) J uj 20.00' 5' LANDSCAPE BUFFER SEE PLAN w 12" TYP. 2 1/2" ASPHALT PAVEMENT ' PEDESTRIAN PATHWAY Q \ \ \ N Z 0 5 DO \\ \\ \\ \\ \\ \\ \\ N 2% SEE PLAN D i o CJ Z —► /\\/\\/\\/\\/\\/\\/\\/\ o 0 z as �\!\i�ii.,/� \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ w LL- LL- 4 as a / z � i � /i//i � /\/\/\\ \ \ \/\ \/\\ \\ \\ � LI) 0 8" THICK CONCRETE \ �\ \\ r\\/\\ , /��j ° o p°�ZJ°�7Ja��°�ZJa�7Ja�Z�° o RIBBON CURB (TYP.) Q z am c w L` 8" THICK CONCRETE _ M�a4 �° �° a4 �° �° L N 0 10" OF COMPACTED 3/4' 0 CRUSHED AGGREGATE RIBBON CURB (TYP.) °�w BASE COURSE �o ��Of ������������ EXISTING ACHD SEEPAGE BED DESIGNED: C. GRAHAM w a� \ DRAWN: C. GRAHAM O COMMON DRIVE WITH PED PATHWAY TYPICAL SECTION 2 °�� �4U`'a4�a4 /�a°�a°� ° CHECKED: C. GRAHAM Ld J/ °� APPROVED: C. GRAHAM SCALE: NOT TO SCALE C8.0 °��° �° PREPARED FOR: o MOVADO DEV LLC 4824 W FAIRVIEW AVE Of R R BOISE, ID 83706 z >z a o-i J 40.00'zz Z J0 W O J M w O aD N O En Y U n N (if I 19.00' _ � BUILDING PAD I I a id 1.0' I J 2% SEE PLAN m �/ // // // // // // // // // // // O Q cn \/\\ � MATCH INTO EXISTING �/� /� /� /�/�/�/�/�/�/�/�/� Z z ., 0 FINISHED GRADE a a a a a a a a TOP OF BANK — (3:1 MAX SLOPE) a a a a a I COVER REQUIREMENTS FOR SEEPAGE z a Ln or� \ � \ BEDS LOCATED IN RIGHT-OF-WAY `` \ O ZD Ja Ln w w = 6" DEEP DRAINAGE SWALE 6" OF COMPACTED 3/4" CRUSHED Ln AGGREGATE BASE COURSE OVER 95% COMPACTED SUBGRADE SEEPAGE BED COVER REQUIREMENTS 5 Z � I SCALE: NOT TO SCALE C 8• O Q Q z w m O ce Z) O C) U) GRAVEL ACCESS ROAD 3 u- ILA o a z � SCALE: NOT TO SCALE C8.0 = I EIGHT MILE CREEK ~ C)F- zz 0 O J I I J Cn Y Lu > vi 0 w ~ 2 U) J W U (Z O N O N CSW PROJECT NO. 20004 DRAWING DATE 09/10/2020 C� w 0 0 C8mO