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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Friday, April 2, 2021 4:46 PM To:Charlene Way Subject:Development Application Transmittals - Lavender Heights No. 2 FP-2021-0016 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Lavender Heights FP-2021-0016 Hearing Date: April 27th Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org 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 Council Hearing Date: April 27, 2021 Planner: Joseph Dodson File No.: FP-2021-0016 Project Name: Lavender Heights No. 2 - FP Request: Request for Final Plat approval consisting of 48 single-family residential building lots and 7 common lots on 11.15 acres of land in the R-4, R-8, and R-15 zoning districts, by LH Development, LLC Location: The site is located approximately '/2 mile west of S. Eagle Rd. on the north side of E. Lake Hazel Rd., in the S 1/2 of the SW '/4 of Section 32, Township 3N., Range 1 E. �T Planning Division E IDIA �1 �' HEARING APPLICATION DAHO Type of Review Requested Final Plat File number: FP-2021-0016 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: BEN THOMAS, CIVIL INNOVATIONS, PLLC Phone: 208-884-8181 Applicant address: 1043 E PARK BLVD. STE.101, BOISE, ID 83712 Email: ben@civil-innovations.com Owner name: TAYLOR MERRILL, LH DEVELOPMENT, LLC Phone: Fax: Owner address: PO BOX 344, MERIDIAN, ID 83680 Email: taylor@westparkco.com Agent name(e.g.architect,engineer,developer,representative): BEN THOMAS Firmname: CIVIL INNOVATIONS, PLLC Phone: 2088848181 Fax: Address: 1043 E PARK BLVD. STE.101 Email: ben@civil-innovations.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 2160 E LAKE HAZEL RD Assessor's parcel number(s): S 1132346700 Township,range,section: 3N 1 E32 Project Description Project/Application Name: Lavender Heights No. 2 Description of work: Final plat consisting of 48 single-family building lots and 7 common lots within the R-4, R-8, and R-15 zoning districts for Lavender Heights No. 2. 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-2021-0220 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: 2160 E. Lake Hazel Current Land Use: Ag Total Acreage: 11.15 Prior Approvals(File Numbers): H-2020-0009 ZONING DISTRICT(S) R-4: CHECKED R-8: CHECKED R-15: CHECKED PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 02/22/2021 Landscape Plan Date(MM/DD/YYYY): 03/24/2021 Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: Boise Project Primary Irrigation Source: Farr Lateral Secondary Irrigation Source: City Water Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 3040 Number of Residential Units: 48 Minimum Square Footage of Living Area(Excluding Garage): 1200 Gross Density: 4.30 Net Density: 6.12 In Reclaimed Water Buffer: No In Flood Zone: No PLATS ONLY Number of Building Lots: 48 Number of Common Lots: 7 Total Number of Lots: 55 I understand a secondary access is required and a separate easement application has CHECKED been applied for: If secondary access has already been constructed with previous phase,please This phase has three access points from phase 1. explain.: Minimum Lot Size: 4000 Average Lot Size: 6788 Area of Plat: 11.15 Plat Date(MM/DD/YYYY): 02/22/2021 33 E Broadway Avenue,Suite 102 * Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Acres of Qualified Open Space: 0.75 Percentage of Qualified Open Space: 6.73 QUALIFYING SITE AMENITIES Other Qualified Site Amenities: Pool constructed with phase 1 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Ben Thomas 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 5 6VI , 1tJNJOVA of i6r, eue 1043 E. Park Blvd. Ste. 101 Boise, ID 83712 Phone: (208) 884-8181 www.civil-innovations.com March 25, 2021 Joseph Dodson City of Meridian Planning Department 33 E. Broadway Ave., Ste. 102 Meridian, ID 83642 Re: Lavender Heights Subdivision No. 2—Final Plat Dear Joseph: Please find enclosed final plat application for Lavender Heights Subdivision No. 2. This project consists of 48 single family buildable and 7 common lots on 11.15 acres in the R-4, R-8, and R- 15 zones. All of the site amenities for the development were part of Phase 1. 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. Applications/Development Agreements applicable to this application Annexation/Preliminary Plat H-2020-0009 Development Agreement Inst. # 2020-106343 Annexation Ordinance 20-1888 (Inst. # 2020-106658) Please let us know if you have questions or require any additional information. Sincerely, (3e vv T'hoinow Ben Thomas, PE [ADACOUNTY RECORDER Chnstopher D. Rich 2018-099119AHO Pgs=2CHEFOWLER 10/18/201811 99 19PM PM E - IDAHO $15.00 ACCOMMODATION ONLY Grant Deed Spring Hill, LLC, an Idaho limited liability company, Grantor, for good and valuable consideration, the receipt of which is hereby acknowledged, does hereby grant, bargain and convey to LH Development LLC, an Idaho limited liability company, whose current address is P.O. Box 344, Meridian, Idaho 83680, , Grantee, effective January 12, 2018, the following described real property located in Ada County, Idaho, more particularly described as follows: See EXHIBIT "A" attached. Together with all improvements, easements, hereditaments and appurtenances thereto, and subject to such rights, easements, covenants, restrictions and zoning regulations as appear of record or based upon the premises. SUBJECT TO taxes and assessments for the year 2018 and all subsequent years, and to such rights, easements, liens, encumbrances, covenants, rights-of-way, reservations, restrictions, and zoning regulations as appear of record or based upon the premises, and to any state of facts an accurate survey or inspection of the premises would show. The property described in this conveyance shall be the separate property of the Grantee, and in accordance with the provisions of Idaho Code § 32-906(l ), all income, rents, issues, profits, gains and appreciation of said property shall be the separate property of the Grantee.IN WITNESS WHEREOF, the Grantor has executed this instrument this "?0 day of September, 2018. Spring Hill, LLC J-Line, LP, its Manager By: ego " . J psn�, it eneral-Partner "Grantor" STATE OF IDAHO ) ss. COUNTY OF ADA ) On this 2 day of September, 2018, before me, a Notary Public in and for said State, personally appeared Gregory B. Johnson, General Partner of J-Line, LP an Idaho limited partnership, known or identified to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed (�the ��same on behalfof said entity. Debbie A. Taylor 1 0 t �r� (SEAL) Notary Public Notary Public for Idaho State of Idaho Commission expires: il `30( 2-023 Grant Deed Page 1 X ski � I RT The West three quarters of the Southeast quarter of the Southwest quarter of Section 32, Township 3 North, Range 1 East of the Boise Meridian , records of Ada County, Idaho . Grant Deed Page 1 EADA COUNTY RECORDER Christopher D. Rich 2018-099120.SEIDAHO Pgs=2CHEFOWLER 10/181201801 :23 PMTITLE - IDAHO $15.00 ACCOMMODATION ONLY Grant Deed Parkland Development, LLC, an Idaho limited liability company, Grantor, for good and valuable consideration, the receipt of which is hereby acknowledged, does hereby grant, bargain and convey to LH Development LLC, an Idaho limited liability company, whose current address is P .O. Box 344, Meridian, Idaho 83680, Grantee, effective January 12, 2018, the following described real property located in Ada County, Idaho, more particularly described as follows: See EXHIBIT "A" attached. Together with all improvements, easements, hereditaments and appurtenances thereto, and subject to such rights, easements, covenants, restrictions and zoning regulations as appear of record or based upon the premises. SUBJECT TO taxes and assessments for the year 2018 and all subsequent years, and to such rights, easements, liens, encumbrances, covenants, rights-of-way, reservations, restrictions, and zoning regulations as appear of record or based upon the premises, and to any state of facts an accurate survey or inspection of the premises would show. The property described in this conveyance shall be the separate property of the Grantee, and in accordance with the provisions of Idaho Code § 32-906(1), all income, rents, issues, profits, gains and appreciation of said property shall be the separate property of the Grantee. IN WITNESS WHEREOF, the Grantor has executed this instrument this day of September, 2018. Parkland Development, LLC By: _ ego B. o son s Manager "Grantor STATE OF IDAHO ) ss. COUNTY OF ADA ) On this day of September, 2018, before me, a Notary Public in and for said State, personally appeared Gregory B . Johnson, Manager of Parkland Development, LLC an Idaho limited liability company, known or identified to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed the same on behalf of said entity. EDebbie A. Taylor (� (SEAL) No Public Notary Public Commission expires: i1 '; 6 7� 23 State of Idaho Gran[ Deed Page 1 11 r EXHIBIT " A " J PARCEL I That parcel depicted on Records of Survey No . 5049 recorded July 24 , 2000 as Instrument No . 100057626 , said parcel being that part of the West half of the Southwest quarter of Section 32 , Township 3 North , Range 1 East , of the Boise - Meridian , Ada County , Idaho , described as follows : Commencing at the Southwest corner of said Section 32 ; thence South 89023 ' 45 " East 1331 , 71 feet along the South line of said Section to the West 1 / 16 corner of said Section ; thence North 00023 , 121, East 431 , 14 feet to the Northerly right - of - way of Farr Lateral , said point being the REAL POINT OF BEGINNING ; ' thence along said right - of - way the following eleven ( 11 ) courses : ( 1 ) North 69023 ' 24 " West 503 . 35 feet ; thence ( 2 ') North 57028 ' 10 " West 219 . 85 feet to a point of curve with a radius of 140 . 00 feet , a central angle of 47002 ' 4611 , and a chord that bears North 33056 ' 47 " West 111 , 74 feet ; thence ( 3 ) to the right along said curve 114 . 96 feet ; thence ( 4 ) North 10025 ' 24 " West 410 , 17 feet to a point of curve with a radius of 110 . 00 feet , a central angle of 80055 ' 301' , and a chord bears North 30002 ' 20 " East 142 . 77 feet ; thence ( 5 ) to the right along said curve 155 . 36 feet ; thence ( 6 ) North 70030 ' 05 " East 128 . 97 feet ; thence ( 7 ) North 84019127 " East 26 , 72 feet ; thence ( 8 ) South 86015110 " East. 362 , 95 feet to a point of curve with a radius of 220 . 00 feet , a central angle of 31053 , 3511 , and a chord that bears North 77048103 " East 120 , 89 feet ; thence (`9 ) to the left along said curve 122 . 46 feet ; thence ; ( 10 ) North 61051 ' 15 " East 91 . 61 feet to a point of curve with a radius of 144 . 67 feet , a central angle of 09003149 " , and a chord that bears North ' S7019 ' 20 " East 22 , 86 feet ; thence < r ( 11 ) the the left along said curve 22 , 89 feet ; thence South 00023 ' 12 " West 1018 , 19 feet to the REAL POINT OF BEGINNING . ' PARCEL II A non - exclusive access roadway easement as created by that Warranty Deed recorded October 17 , 1974 as Instrument No . 902840 and those Agreements recorded August 23 , 1966 as Instrument No . 646605 , December 4 , 1995 as ' Instrument No . 95089234 and January 26 , 2001 as Instrument No . 101006891 and described as follows : The East 40 feet of the West half of the Southwest quarter of Section 32 , 'Township 3 North , Range 1 East , of the Boise - Meridian , Ada County , Idaho , lying South of the Easterly boundary line of the right - of - way of the Farr ' Lateral ( as described in the aforementioned Warranty Deed and Agreements ) as the same does intersect the East boundary lien of the said West half of the ' Southwest quarter . Grant Deed Page I ACCOMMODATION ADA COUNTY RECORDER Phil McGrane 2020-101595 BOISE IDAHO Pgs=4 CHE FOWLER 08/10/2020 10:24 AM EMPIRE TITLE, LLC,AN IDAHO LIMITED LIABILITY $15.00 (Space Above For Recorder's Use) QUITCLAIM DEED For value received, the receipt and sufficiency of which is hereby acknowledged, Lake Hazel Holdings, LLC ("Grantor"), does hereby release and forever quitclaim unto LH Development, LLC, an Idaho limited liability company ("Grantee"), whose address is.PO Box 344, Meridian, ID 83680, and its heirs and assigns forever, all right, title and interest which Grantor now has or may hereafter acquire in the following described real property situated in Ada County, State of Idaho, to-wit: See EXHIBIT A attached. TO HAVE AND TO HOLD, all and singular the said real property, together with all appurtenances, tenements, hereditaments, reversions, remainders, rents, issues, profits, rights-of-way, and water rights in anywise- appertaining to the real property herein described, as well in law as in equity, unto Grantee, and to his heirs and assigns forever. WITNESS the hand of said Grantor this day of , 2020. Lake el Holdings, LLC By LarVy Squires, its Non-Member Manager STATE OF IDAHO ) ss. County of Ada ) On this_( day ofA in the year of 2020,before me, the undersigned, a Notary Public in and for said State, personally appeared Larry Squires,known or identified to me to be the Non-Member Manager of Lake Hazel Holdings, LLC, the limited liability company that executed the instrument or the person who executed the instrument on behalf of such limited liability company and acknowledged to me that such limited liability company executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. NOTARY PUBLIC FOR IDAHO ��0��,,.£""•••w�� y� Residing at My Commission Expires LAG ''��"'#OssI�O�� xNlt� rr a P Legal Description Baumgartner Property Portions Lavender Heights Subdivision No. 1 Parcels of land located in the E Y2 of the E"/2 of the SE%of the SW%of Section 32,Township 3 North, Range 1 East, Boise Meridian, City of Meridian,Ada County, Idaho, more particularly described as follows: PARCEL A Commencing at a Brass Cap monument marking the southwest corner of the SW % of said Section 32, from which an Aluminum cap monument marking the northwest corner of said SW% bears N 0032'17"W a distance of 2700.11 feet; Thence S 89°57'01" E along the southerly boundary of said SW%a distance of 1331.91 feet to a 5/8 inch iron pin monument marking the southwest corner of the SE of said SW Thence continuing along said southerly boundary S 89058'24" E a distance of 998.84 feet to the southwest corner of the E '/of the E '/of the SE %of the SW'/4 of Section 32• Thence along the westerly boundary of said E '/2 of the E Y2 of the SE % of the SW % N 0007'01" E a distance of 1077.01 feet to the POINT OF BEGINNING; Thence continuing along said westerly boundary N 0007'01" E a distance of 268.00 feet to a point on the northerly boundary of the SE % of the SW % of said Section 32, also being the southerly boundary of Blackrock Subdivision No. 1 as shown in Book 96 of Plats at Pages 12003 through 12008, records of Ada County, Idaho; Thence along the northerly boundary of said SE % of the SW %, also being the southerly boundary of said Blackrock Subdivision No. 1 S 89049'51" E (formerly S89048'26" E) a distance of 335.08 feet to a point marking the northeasterly corner of said SE %of the SW% and the northwest corner of Impressive East Ridge Subdivision No. 1 as shown in Book 116 of Plats at Pages 17499 through 17501, records of Ada County, Idaho; Thence along the easterly boundary of said SE %of the SW%and the westerly boundary of said Impressive East Ridge Subdivision No. 1 and the extension thereof S 0°12'02" W (formerly S 0°08'57" W) a distance of 499.05 feet to a point; Thence leaving said boundary N 89047'58" W a distance of 180.00 feet to a point; Thence N 0012'02" E a distance of 230.95 feet to a point; Thence N 89049'51"W a distance of 154.69 feet to the POINT OF BEGINNING. This parcel contains 3.01 acres more or less. Baumgartner Property Portions L d ` �/�land Surveying and Consulting Lavender d��n Lavend Heights Subdivision No.1 Job No.17-55 Page 1 of 2 Z5-x 4 10 1 -r _ '0 �- PARCEL B Commencing at a Brass Cap monument marking the southwest corner of the SW % of said Section 32, from which an Aluminum cap monument marking the northwest corner of said SW% bears N 00 3217n W a distance of 2700.11 feet; Thence S 89057'01" E along the southerly boundary of said SW%a distance of 1331.91 feet to a 5/8 inch iron pin monument marking the southwest corner of the SE %of said SW%; Thence continuing along said southerly boundary S 89058'24" E a distance of 998.84 feet to the southwest corner of the E%of the E'/of the SE %of the SW%of Section 32, the POINT OF BEGINNING; Thence along the westerly boundary of said E 1/2 of the E Y2 of the SE % of the SW % N 0°07'01" E a distance of 77.16 feet to a point; Thence leaving said boundary S 75033'08" E a distance of 8.69 feet to a point; Thence S 89058'24" E a distance of 324.81 feet to a point on the easterly boundary of said SE %of the SW%; Thence along said easterly boundary S 0°12'02 W a distance of 75.00 feet to the southeast corner of said SE %of the SW'/4; Thence along the southerly boundary of said SE %4 of the SW'/4 N 89058'24"W a distance of 333.12 feet to the POINT OF BEGINNING. This parcel contains 0.57 acres more or less. \ONp,I LANs 0 <1 O Clinton W. Hansen, PLS 11118 0 Land Solutions, PC �6ro��zo� August 3, 2020 9r oP _� 2�O N W NPR Baumgartner Property Portions La " """ 'elution( Lavender Heights V��land Surveying and ConwIting Subdivision No.1 Job No.17-55 Page 2 of 2 BAUMGARTNER PROPERTY PORTION LAVENDER HEIGHTS SUBDIVISION NO. 1 LOCATED IN THE E 1/2 OF THE E 1/2 OF THE SE 1/4 OF THE SW 1/4, 31 32 SECTION 32, T.3N., R.1 E., BM.,ADA COUNTY, IDAHO 1/4 C 1/4 I BLACKROCK SUBDIVISION NO. 1 335.08' _ S89'49'51"E CS 1/16 CD _ o o cdo o c� c, N Z 3.01 AC.+/- rn w z m POINT OF BEGINNING W o W N PARCEL A �;�, N o) i N89'49'51"W o N cn m z 154.69' N z I - N89*47'58"W 0 180.00' _FUTURE LAVENDER o HEIGHTS SUBDIVISON N0. W 0 ONpI LA Nis M O o CD a. 11118 0 o N N� ot/o3/Zoo 2 U ��9T£ OF ON W.NPR S7533'08"E vi 8.69 324.81 E. LAKE HAZEL RD. o S89'58'240'E 31 �32 W 1/16 _ 998.84' _ z 333.12' 32 /4 6 5 S89'57'01"E S89'58'24"E 1331.96' 0.57 AC.+/- 5 1331.91' POINT OF BEGINNING PARCEL B 0 125 250 500 4i� Lan ? ns1u ®® L ndveying and Consulting 231 E.5TH ST.,STE.A MERIDIAN,ID 83642 (208)288-2040 (208)28&2557 fax www.landsolutions.biz JOB NO.17-55 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADAA JJ pp p I, ! (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: 1 . That I am the record owner of the property described on the attached, and I grant my permission to: ( ddres` 6W to submit the accompanying applicati (s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3 . I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of , 2 (Signature) SUBSCRIBED AND SWORN to before me the day and year first � above written. ��E 1A'` Tq,�k#`�� ' O 00 WN �9= (Notary Public for Idaho) r w�pMe e eMm _ Residing at: 1VqZLJ?! i . ` �DUB1 �o 342-0Z3 o c � 50rr0,�� My Commission Expires: rE Om*•o�P`�� CommunityDoov ] slf� ■ Planning Division . 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 fB0one. 208-884-5533 Fax: 208-888-6854 www.meridiancitv.orelplannine (0 312 312 0 1 8) n 1043 E. Park Blvd.Ste. 101 Boise, ID 83712 Phone: (208)884-8181 www.civil-innovations.com March 25, 2021 City of Meridian Planning Department 33 E. Broadway Ave., Ste. 210 Meridian, ID 83642 Re: Lavender Heights Subdivision No. 2 To Whom It May Concern: I herby certify that the finished grade street centerline elevations shown on the design plans that accompany the final plat application for the subdivision referenced above are a minimum of three feet above the highest established normal groundwater elevation. Sincerely, Ben Thomas, PE )i r Rol t ---P. ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: March 8, 2021 Final Plat RX Project Name: Lavender Heights Sub No 02 T/R/S 3N1E32 Parcel Number(s): S1132347080, S1132346920, S1132346700 Project/Plat Applicant: Civil Innovations, PLLC Phone No: 208-884-8181 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT S LAKE HAZEL RD S LOCUST GROVE RD v 2 v v � 0 o v U 3 v a r- o Proposed Street Names: u Q o V m Comments 1 E BRACE DR X 2 S BALLERINA AVE X 3 E HIDCOTE ST X 4 S MECHTA AVE X S E VALENSOLE ST X 6 S THUMBELINA AVE X PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS 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 Taconic Drive m v_. C) C/) - E Cyanite Drive ' � E Mardia Street d ,, <� I ------ , I 1 1 1 1 1 I I 1 I I I i 1 1 I 1 1 1 1 I i 1 1 1 1 1 1 I All 1 1 I I 1 1 I 1 E Brace Drive- 1 I j 1 1 1 1 1 J FT 1 AA''nnTT /� 1 1 .a ' -- —1 I 1 1 1 FY�/'r'Y'1'P '�- -------- a ------- ------- '--'_a--- ----------"-_-- a_'IL-----� --• a----------•----•----•--a------- ----------•-a--- 1 3N1E32 '1 1 1 1 1 1 1 I 1 1 1 ' RT 1 1 �•.1 I �� ,s�g_ _ 1 1 ; 1 1 I ------------:___a-----------------------a---------------------- _____ -----------------a___ _________ ________a___________ ___________a__________ _ a_____>_ -._____________a___: 1 1 1 1 1 I U I 1 1 NOT �Ak P RT U 1 1 I E L'ake Hazel Road - - — co 1 ; 1 1 1 1 1 1 CL 1 1 1 1 1 1 1 I 1 1 @ I 2N1E5 cn MOT A DART 1 1 + 1 r 1 1 I 1 1 1 1 1 1 1 1 1 1 rj I 1 1 1 1 1 1 1 1 1 - -= 1 1 --- 1 I 1 1 1 1 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 1 inch - 300 feet bearing this disclaimer may be photocopied freely. Y6 Geographic Information Systems However,use in any digital form requires the - 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 LAVENDER HEIGHTS SUBDIVISION NO. 2 BOOR , PAGE LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SECTION 32, T.3N., R.1 E., B.M. LINE TABLE LINE TABLE LINE TABLE CITY OF MERIDIAN, ADA COUNTY, IDAHO LINE# LENGTH DIRECTION LINE LENGTH DIRECTION UNE i LENGTH DIRECTION 2021 LI 31.50' 689.49'5 E L27 75.W N1476'521 L53 40,W N753SOWW CURVE TABLE L2 31.W S8949'51"E L28 75.W N14.26'521 L54 4aO(f N75'3SOWW CURVE LENGTH RADIUS DELTA BEARING CHORD 0 31.50' N14265YE L29 7500' N1476'521 L56 40-00' S75WWL Sw 1/16 CI 24.9Y 100.00' 1416'43' N718'3DE 24.66' L4 31.5W N147CSYE L30 moo X1426'S2"E L56 40-W $75'3SWE PLS 8575 S89'0511 13CO.54' _ L5 31.50' Ni42V52'E L31 75-W X1476'S2'E 07 4D_W S75:3SWE - C! 94.25' 60.OD' 90tlD'OD' W3D'3506'IY 84.85' CS 1/16 PLS 14221 C3 47.12' B.00' 45W00" N369652E 45.92' L6 31.0 M14WWE L32 XOV N147'S2 L58 40,W S75W)WE 4 47.12' B.OV 45W05- N1'50-E 4592' L7 25.OD' S146'5W L33 IMOO' N147'52 L59 40,W S75-33WE C 19.24' M-56 12'aYn' S13 'E 9.21' 6 20.W S75 'BE L34 150.00' N1426'52 O 4AW_ _ _ _ 7 LAVENDER HEIGHTS SUBDIVISION NO.1 06 14.43' 2D.00' 41"MOr N6656'09"W 14.12' L9 16.W S30.33'OBTE L35 15&00' N1476'52'IE L61 41W S753SWE BOON PAGES = C7 22.88' 43.05' J029'28" SBt3p'52'E 22.81' L10 25.06' S89'47'2d1 L38 10.06' S75'33'081E 1.62 40.CD' S75'33'06'E C8 4&OW 43.W 54TSW 6171-12171 46..61' 1.11 21.21' N3D'3Tp6''w L37 10.00 S75'33'O8'E L63 1OBOD' S1426'52'w E. BRACE DR. L12 21.21' S592652'W L3a 10.00' S7533'DB1E Lao 100.W S1426.52'w C8 40.54' 43.D0' 5itl0'S7' Ni21070'E 39.05' J 5 C10 14.43' 20.00' 4170"03" 55'49'S3"N' 14.12' L13 1&W Ni4.26'S2-E 09 10.00' S7533b6'E L65 100,06 S1426'52'W N221659"E 13 L14 3,56' N6956'24'w L40 10.00' S75'33'O8'E L66 100W S1425'52'W C11 13 o 0o C .52' 91.56 B•27W .50' I Ioko' vim, g I C12 5.73' 91.50 3'35'13' N1614'26'E 5-73' L15 28.SD' N7533'0S'w L41 14.Dtl 87533'0B"E L67 i00.00' 574'26'S2'w 58949'51.f 58@=200+15 v- a- C13 47-OZ A-56 2nS',35' XOIW25-W 46.W L16 28.W S7533'OB'E L42 5500' S7533'06'E L68 10D.00' S142652'w L� Lf L2 ( 137.15 } ( ! g w CI4 5&00' g1,5p' 35�04Y]6' k32'31'4Y1Y 55.13' L17 MOO' S751XWE L43 23.62' N072'02'E L69 iOD-OD' S142652'w 9SFC AC+7F5 9 a 70 �5 "'$ II LIE S5.OD' WV006'E L44 6O.W N01D'09'E L70 1OOLOO' S1426'52'w 4 L S88'4910"E_ n 9599 sf 5 'o CIS 29.1Y 91,5D' 1615'54" 1F5911'413'W 29.05' J i°' Lt 11T,-00 ••„1c'I ( -%K4851"E-.� in I CI6 11.5.Y W'w 71S23' N?I' '27 W II.53' U9 55.DD' S75'33'DB'E L45 64.OD' Np7D'09'E L71 ipD-OD' S142fi'52'w z 4 g ss(DgJl (.�f0' >37.11 �i y CI7 32.7Y 131-50' 1416'43' N776'3VE 32.09' L20 S5.OD' S75'33'OB'E L46 20.Otl NI426'SYE LM i00.D0' S142fi'52'w 1581C49�t`1170:"J $ © $w 0i"�,' COm '� �, o o a CI6 17.07' 6850' 1416'43' 0718'3VE 17.03 L21 55.W S75UOB'E L47 ex N75'33'08'W L73 IOD.W S1426'52'W 11 95615 sl �N 8 13 8 Q �_ _Sm" �_-� � a L22 55.06' S1533'08"E L48 40.00' N75.33'08'W L74 I00 W S14.26'52'W CI9 44.77 26.50' 90W'05" N36.3308'W 40.31' R 66 Af, w = } 13T.17 I L23 75.OD' N1476'52'E L49 40-K N75.33'" L75 IMW S1426'52'w o l S.95L'E 1 7 �34 C20 44.77 28.5E 90T1p'00- N5926'52-E W.31' 4n b I tt� 11 .Up' S 25 L24 75.00' N1426'S2'E LSD 40A0 N75'33'" L76 101W S14'2652'W tl _ Q 14 g ar a 12459 sf $d0 1 9 L25 75.00' N1476'521 L51 VOID" N75.33' "W L77 10101 S1436'52"W 1 1 S89'4�51F�1 CY'i 137,D2'-.- SBT47'58"E 180.OD' L26 75.OD' N1426'S2'E L52 40-00' X75'33'06"W L78 1DD.OY S1426'52'w F 589'4758Ti9T,13' r - -166.89- 11 r 11 0' zaa s mssJ3 s 15 $ -s ° O NOTES ig 1T5a 3 1e186 sf 1-EACH LOT IS HEREBY DESIGNATED AS HAYING A PERMANENT EASEMENT FOR PUBLIC LUILRTES,LAVENDER HEIGHTS L EG E N❑ :iLj ♦_ jjpd'-� HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC SCALE:1"=10D' NT4"26'52� n o (1�6 " c7 30733 sl STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH ® FOUND ALIJMINllM CAP �68.04'7a' vi 11`a'i41i 5f, I 7'24 E]d6.BT LOT- MONUMENT h' 75'764' "; U1,5.32 .! 2-UNLESS OTHERWISE SHOWN AND DIMENSN]NED.EACH LOT L4 HEREBY DES[GTJATED AS HAVING A PERMANENT EASEMENT FOR FOUND BRASS CAP N7533'88"W 33p ry 5 BLOCI[ 9 g L10 1 141,89' 7Q PUBLIC UTILITIES.LAVENDER HEIGHTS SUBDMSION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER MONUMENT 23,13' 17 �Si a 10 1 THE FIVE(5I FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10I FEET ADJACENT TO ANY REAR LOT UNE OR spL' SUBDIVISION BOUNDARY. FOUND 11T REBAR, 2 g M189 sl g }ANY RESUBOIVISIONI OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE PLS 11118 -75 249'�� J r RESUBDMSION. FOUND 5I8"REBAR AS NOTED 7.5�^'3 2 �✓7 � 4-E - 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADACOLINTY HIGHWAY DISTRICT LICENSEAGREEMENIT RECORDED AS PLS ND 51 OR A$ AS N 1wQ71,�1� Sl, -,v.-�9$Qg• C'I,f'q- -141 - I INSTRUMENT HO- C ✓�111 !12 ] �1 f4Q '� 0 l 1p $ 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS p $E7 112"REBAR WITH PLS INSTRUMENT 40.2020-IC6341 11118 PLASTIC CAP ,OjJ 14 � 7 r�G7• snag:f + g I�' _599- :24� 1 6-MAINTENANCE OF ANY IRRIGATION.DRAINAGE PIPE OR DITCH CROSSINGA LOT IS THE RESPONSIBILITY OF THE LOT OWNER ® SET 518"REBAR WITH PLS I LL4 Q L - r'V I I' k Ijly5g I UNLESS SUCH RESPONSIBNJTY IS ASSUMED BY AN IRRIGAT10NMRAINAGE DISTRICT. 11118 PLASTIC CAP L4fgu L I j'' ]�•, Ino I 18 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-45D8,RIGHT TO FARM ACT.WHICH STATES:NO AGRIGILTURAL OPERATION, - E<g-r C $$ 13 $ SECTION LINE �' Lu`DJ s3.g1 F �n+L `19 O �u AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUFSAfJCE,PRIVATE OR PUBLIC,BY ANY CFW4f'ED �+ c�rL6�T r1 Y �rS1-7I J gp �s1 o F CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT RAS BEEN IN OPERATION FOR MORE THAN - - CENTER LINE F10 7 152 [�'S' 6 I>a fsy v S447N1_f n S ONE 1 YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. a i Q 11 rL6p1 �4i-rip. EgU • n g ^. (} ------- EASEMENT LINE AS NOTED ,J ,-� j17 THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATKN 112 13 }rE�7 ayy LII = PUBLIC UTILITY,IRRIGATION •/ OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. 'x f L]�I 14 T]rLS� I�� ry 14 S-LOT 18 OF BLOCK 5,LOT 19 OF 8LOCK 6,LOT 17 OF BLOCK BAND LOTS 10,17,19 AND 22 OF BLOCK 9ARE DESIGNATED AS COMMON��1 115 } 1ss ease sf 4 - - B LOT DRAINAGE EASEMENT, ar AREA LOTS TO BE OWNED AND INUNTAINEO BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION,OR ITS ASSIGNS. 4p'm��/Q�/y.,.s'� I�-' j Fw w I IB r 17 �gB �'u1 I 72:4'E- AND ARE SUBJECT TO BLANKET PUBLIC UTILITY,DRAIRAGE,AND PRESSURE IRRIGATION EASEMENTS.LOTS 10 d 17,BLOCK 9ARE SEE NOTES 8 2 575'33'O8'E n �•T47 h S' 6 - 1 N CROSS RCDESSM1�OMMON DRIVEWAY LOTS DESIGNATED TO PROVIDE ACCESS TOAD ADJACENT LOTS R.11,18,20AND 21,BLOCK 9.USE ACHD STORM WATER ce�IOsr.53 0 4LZal BL 5 I!~ j�� T 7�.43 2014-098053 I5,00' _ {Qpp•)J J f•� 15 $ AND MAINTENANCE OF SAID DRIVEWAY LOTS SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS TO BE RECORDED FOR THIS ------- DRAINAGE EASEMENT LINE, YQ ,� SUBDIVISION.ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS- 311/4 32nvn r 0cnrer�. p7J I ° n a1•s 10103 sA SEE NOTES 9&10 Srm.Aa xr, N?S s(y�,Srtm 3i,g• 1111 7 J IFPORTIC145OFL.OTS11,12,2630 AND 34OF BLOCK 8AS SHOWN HEREON ARE SUBJECT TOAN EXISTING ADA COUNTY HIGHWAY SUBDIVISION80UNDARYLINE a6IR.N2 7021-W8f79 f 7• 08 K[ _ _ DISTRICT PERMANENT STORM DRAIN EASEMENT RECORDED AS INSTRUMENT N0.20d1-01 B179,RECORDS OF ADA COUNTY,IDAHO. �Arcs s a 10 $' - Jal � 7P ZQ0° ms- t(1-PORTION$OF LOTS 11,12,26 THROUGH 3DARD 34 OF BLOCK BARE$ERVIENT TO AND CONTAIN THE ACHD STORM WATER LOT LINE C4 DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER 30 + �.a r'P v 16 DRAINAGE EASEMENT RECORDED ON NOVEMBER 1D.2015,AS INSTRUMENT NO.2D15-103256,OFFICIAL RECORDS OF ADA COUNTY, ADJACENT PROPERTY LINE 2 � 7� �f75 sly I O^ g�� UJ7p5 s4 ; AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE'MASTER EASEMENT').THE MASTER EASEMENT 18 LOT NUMBER 2$� 4f13 sl l- r 8 AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 404M2 IDAHO CODE.THE MASTER I 19- 4125 sf r �%� I 23Y'Tj L8 r Uq4 17 �3'_ EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. S• ,d'CA.`-----J j Q I I`� L?0_L, 4f75 s!"'7 � Y � ry�.7 r ��^, I•N89'47"2�W II-IRRIGATION WATER KILL BE PROVIDED BY NEW VOW IRRIGATION DISTRICT IN COMPLIANCE 1MTH IDAHO CODE SECTION L Uy kp - 5°75 s1 @ ] 1-+ 4078 sf I°: N75• 80�•7 I 31-3BONbh LOTS WITHIN THE SUBDMSION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WU BE OBLIGATED FOR .'v Q I N75 {�+'6'� 1�5625 s1 rr�.s•�' I I� �{-j ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. �y �G T R QL z ' n '�J � �r� 5675 s! ) I �� 'ryw 20 I 1$ 12-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE aL 4 l"J-I g• '` ti 5• ZONING REGULATIONS OF THE dTY OF MERIWW IN EFFECT AT THE TIME OF THE BUILDING PERMIT SUBMITTAL. CLINTON W.HANSEN cL 1 � ',1}RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDMSION. +�•OU'-f 120,°p' z v 16351 sf S PLS 11118 N� C7 o O �' S7g:33pg 14-THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED ~ i7-F,�p �' ff I � NORMAL GROUNDWATER ELEVATION. �i ATE-O V0 P AQr cUw � 1 7£k� 724i' OD'�t Sr1 a J p N75 _ 3a5zs sr 19 ' _` L Pz -tr1(! 1 POINT OF Divy� HP � QB�y 24R73.1 321.25 �L114 BEGINNING N N895T24"W 124929 aJ'G-TS UBDIVISIO ,fdB95S'2414 324,81' Lan lutiLMOVER FEIGHT$SU8pH51PN N.t $ _ AA coaWr haaanlr mma y33191' eoalc PALES " SURVEYOR'S NARRATIVE S1 s69srorE E. LAKE HAZEL RD. SB9'56'24"E 1331,96 A37R �°tea t ons 32 SUBDIVISION Surveying and Consulting THE BOUNDARY FOR THIS SUBD $ION WAS DEVELOPED FROM SURVEYED TIES TO 6 5 W 1/16 1/4 5 CONTROLLING SECTION CORNER MON UMENTATION,THE PLATTED SUBDIVISIONCPAF INST.NO. PLS 11118 CPO INST.NO- BOUNDARIES OF 6LACKROCK SUBDIVISION NO.1.IMPRESSIVE EAST RIDGE SU60MSION 231 E.5TH$T.,$TE.A 2015-011230 111M375 NO.1,LAVENDER HEIGHTS SUBDIVISION NO.1,INFORMATION FROM RECORD OF MERIDIAN,ID 83642 SURVEY NUMBERS 5D49,7169,7763,AND CURRENT DEEDS OF RECORD-THE SURVEYED (208)288-2040 fax(208)288-2557 MONUMENTA71ON AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE www.landwiLdions.biz ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB NO.17-55, SHEET 1 OF 3 Street Name Evaluation Response Sheet Subd►visionlJurisdktion: Lavender Heights Sufi No 021Meridian Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer] 4 Ada County Development Services Approved As Reviewed 5 Meridian Fire No ResponselDefer 6 City of Meridian Approved As Reviewed 7 No Response/Defer $ No Response/Defer 9 No Response/Defer LAVENDER HEIGHTS SUBDIVISION NO. 2 Eo MERIDIAN,IDAHO-2021im7r NORTH rm �w -�::: E.AMITY ROAD 0 a 0 ae W 0 C7 H h C 0 y G 0 W a W y PROJECT SITE LAVENDER HEIGHTS SUBDIVISION NO. 2 - - - E. LAKE HAZEL ROAD PROJECT NO. VICINITY MAP LAVENDER HEIGHTS SUBDIVISION NO. 2 DWG FILE VICINITY MAP DESIGNED BY BT MERIDIAN,IDAHO CIVIL INNOVATIONS, PLLC DRAWN BY BT 1043 E.PARK BLVD STE 101 CHECKED BY BT BOISE,ID 83712 ISSUE DATE 02/08/2021 PHONE:(208)884-8181 SCALE AS SHOWN VICINITY MAP www.civii-innovations.com SHEET 1 OF 1 LAVENDER HEIGHTS SUBDIVISION I E. AMITY ROAD PRELIMINARY PLAT MA CIVIL INNOVATIONS MERIDIAN, IDAHO - 2020 NORTH o LOCATED IN THE SW 1/4 OF SECTION 32, 100 50 0 100 200 Lu Cj T.3 N.,R.1 E.,B.M.,MERIDIAN,ADA COUNTY,IDAHO O EU HORIZONTAL SCALE IN FEET � y LL a G=3 O UNPLATTED Z T col BLACKROCK SUBDIVISION N0. 1 1 h � r BOOK 96, PAGES 12003-12008 °r° a �� N83°47726>,E LU �� o,��° o °� ILLIcn N o S86°47'31"E �I N 00 ~ O co � O o o _ _ 362.95' o awe Q °° o a O° NQ ° pO o0 oO OOo -0000°00 0 n W Y W = U. 000 5- �o 0.03' U/ � 1 22.65' 69.42' 70.10' ° _ __ __ __ S89°49 51 E 1340.54 _ _ __ __ _ r� a� LL; 70.10' 70.10' 74.76' T - -- - - -- -- - Q O z°oo o �1. 70.10' 5881' � � ° 91.29' �.06 � 134.06' 100.46' 100.46' 105.0�- 105.02' 105.02' 105.02' 89.59' 90.41' 90.06' 90.06' o� ° gg95 N 11.49' 22 T ° y co ° Cl) °' �all o r 21 11,678 SIF o �\ $ 15 r 16 r 17 N 18 N 19 `° 20 N 9,295 SF T 0 23 0 0 49 0 50 0 51 0 52 0 53 0 55 56 I Z r 17,410 SF 9,220 SF 8,960 SF T N N 24 46 47 48 N N N N N N 54 0 let.le t 8,699 SF T 10,954 SF r 12,603 SF 12,603 SF 12,603 SF 12,603 SF 10,751 SIF r 13,989 SF 8,439 SF- 8,2 SF T o M M CV BLOCK 1 ��'g, 10'WIDE PATHWAY 17,078 SF 17,562 SF 13,111 SF 12,100 SF T 10,940 SF T � 19,852 SF I / 2.96' 0 14.67' 25 45 29.61' 41.92' 14 ° 45.33' 15.72' �1 — 24,679 SF 62.31 67.04' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 20.00' 91.29' 3,282 SF 3,282 SF 71.36' 105.02' 105.02' 105.02' 105.02' 89.59' 49.20' � °o w 75.89' 72.11' 61.95' 86.05' 57.08' N ° v _ o " E. BRACE ST. 38.77'- °o°o°°o °°;38:7T'° 219.79' M 283.00' E. BRACE DR. 127.46' R_ rn 62.10' 00 - - -c° - - - � q� 118.75' 118.75' �-�� - _ o _ _ _ -10 I o• M - 613.00. �6 0 g D 59.63' o cD � 75 0 S6, 1 ° 177.08' Q as , M 4�s o 26 a o 25.004459.63' Q a�� 173.29' .• ., . M 190.00' 31.'0' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 50.00' 50.00' 41.50' 6,331 SF � 0 30.70' 1 21.21' 21.21' 1 21.21' 80.96' S3 1.20' \ ? 10'WIDEPATHWAY °° o w cD 6,331 SF 44.24' ? 10 16.36' 20.13' 14.06' 4.50' N 4.50' 103.39' 2,980 SF 110.00, 110,00, 3,075 SF 110.00, 1,764 SF 137.19' 7.33'�6� 96 51.5T E. LAKE HAZEL ROAD 13 24.63' 30.70' 0 14.06' 13 c 2 16 2 21.21' 26.35' rn Q o 0 0 0 0 0 0 0 0 0 0 100.00' 100.00, 0 0 0 0 0 0 0 0 13,414 SF ao 0 0 0 0 0 0 0 0 0 0 0 0 6,392 SF 6,600 SIF o 0 0 0 1 ° c �+ o r c o 0 0 '� m m m 6,600 SF c 6,600 SF 0 52 0 96 �S 1 O p ON N N N N N N N ON N 13 co 6 2• C 43 c ' `D 9,602 SF s 9\ �8' 4 M 2 r 3 T 4 T 5 T g T 7 g r g 10 T 11 T 12 r r 14 106.79' 110.00' 110.00' 110.00' ro 26.411 153.3T z o 7,200 SF 7,200 SF 6,585 SF 3,028 SF 1 6,000 SF 6,000 SIF 0.00,E O LLu o 5,960 SF 7,200 SF 6,000 SF 6,000 SF 6,000 SF 7,200 SF 6,000 SF 6,000 SF 6,000 SF ZD 12 0 3 0 15 0 3 0 137.15' 1 BLOCK 2 10'WIDE SIDEWALK 100.00' 100.00' : 6,407 SF 6,600 SF 0 6,600 SF o 0 d ° o O m o 0 0 0 0 6,600 SIF o 32.52' 1 0 12 o OC 1,931 SF c b ' m co cm cD o co b 2631' VICINITY MAP 1 10,254 SIF d T a. 50.00' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 50.00' 50.00' 55.00' o LLu o 28 0 42 c 63.00' 63.00' 63.00' 0 51 CD 66.47' o � �I m � 0 106.79' 110.00' 110.00' 110.00' � ,� ti vi1 M co a o 6,000 SF 6.000 SF 31.5' 1 31.5' 31.5' 1 31.5' 31.5' 31.5' 9,599 SF I NOT TO SCALE 0 139.59' 63.00' Q' 24.63' c o 0 0 0 0 0 0 00 0 00 o T LLu N 100.00' 100.00' 0 11 0 4 0 0 14 0 4 0 1 N 31.5' 31.5', 26 25 - 24 - 23 - 22 0 21 20 FR 19 0 18 0 17 0 16 15 F _ `� : 0 6,407 SF o 6,600 SF o c 6,600 SF o 6,600 SF c 137.11' PRELIMINARY PLAT NOTES 1 /4,960 SF 6,000 SF 5,000 SF 6,000 SF 5,000 SF 6,000 SF 5,000 SF 6,000 SF 5,000 SF 5,000 SF 5,000 SF 5,500 SIF a 29 41 ' o `� cn 1. co o o ui c BLOCK 4 2 NAL o° ti � C) LLu1 106.79' BLOCK7 110.00' QI 110.00' CK8 110.00' 50 54 11 23.21' 20 13' 21.21' 6,000 SF 6,000 SF Z Q Q o o I 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY ° 10,754 SF 31.50' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00, 60.00' 50.00' 50.00' 50.00' 55.00' en a o 0 10 R-8 0 5 $ 13 5 z ~ 9,596 SF 23,501 SF N 55 I CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT 100.00, 100.00, o 0 6,600 SF CD v o 0 o M N 19,017 SIF o n�1 0 I` 0 6,407 SIF cD o W co 0 6,600 SF c 6,600 SIF c �i N 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL 411J Z 1 12�'S2 6O o m o0 30 00 40 c M a CO co m M `D '� 1 137.0T R-4 GROUNDWATER ELEVATION. 1 62.10' o� — _ E.MAINACHT ST. a _ �, y1 106.79' 110.00, �I 110.00' 110.00' �I1A' ll ° 186.00' �, 487.00' 5,000 SF 5,000 SF o a cc) 103. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF I' 1 0 6 2 ° M 100.00, 100.00' y aD 9 0 6 - � 0 12 - 6 o vs c 49 c ! MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. 11� �/�7/°20�� o 0 0 0 5,339 SF o 6,600 SF o y o 0 0 rn rn Y I vc 10 58,41 70.00' 65.07' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 64.00' 0 31 0 39 c o 0 0 6,600 SF c 6,600 SF c 12,459 SF 13.11' 4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT L 0 F F$o 106.79' o o o EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED. �f O cn 16,955 SF 4.43' 6.97' o p1.21' 5,000 SF 5,000 SF 10.00' 1 0 21.21' 00 0 0 0 0 o c 63100' 0 110.00, 110.00, 110.00, 137.02' 76.89' 90.00, MIN P 14.24' 63I00' o o c o o 100.00' 100.00' CD $ 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF h rn o o 3 4 5 0 6 0 7 $ 31.5' 31.5' o 0 0 v 5,456 SIF o° 7 N N 11 ] 1 THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC o' 2 6,400 SF T o0 32 00 38 0 19.67' 32.77' r �' �' o o - I UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS AREAS SHOWN. \1 31.5' 31.5' 5,000 SF 6,000 SF 5,000 SF 6,000 SIF 5,000 SF 0 6913' 3 9,416 SF c 5,501 SF o 6,613 SIF c o O° III- 6,000 SF 10'WIDE SIDEWALK 5,000 SF 5,000 SF 7.78' 3.19' 17.07' N o 8•09' o LO o 0 66 97' 9 $ ] LU 110.25' co -IT rI 6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL N 20,702 SIF 1 100.00' 100.00' 13.44' 16 31' 112.54' c0 °� T w 11,405 SF 11,393 SF C 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 64.00' o 0 0 129.3 , N 24.68' 10.32' o co 46 00 BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT. wo J 2,826 SF o 0 0 1 21.21' // N o o r r� w J v` o o o m 0 33 0 37 c 6.17' R=100.p0, 16.31' 10 5.88' rn c 18,166 SF 1 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER v a o 0 31.56' c�•i Q 163.00' BLOCK 3 R-8 N Ln ,n n - N v o w w cc o0 5,000 SF 5,000 SF —12.03' 1 j �� 1Q4.53,5,741 SIF ,� 8 17'07 cv p 25.00' 1 UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. _ cr'c.; ti o 24.9 32.77' BLOCK 4 o z - N Ur to S,$1, N v� 8,086 SF � cc o m 32 Z 30.70' to to cn �, 100.00' 100.00' 21.21' 5.04' \ CO mo 4$ 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, z a � or' 114.35' 70.00' 70.00' 13 7- 12 � 11 � 10 � 9 0 0 0 \ 18j 17, 9 1 ni o 141.89' AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED z > POOL , 34 ,�, 36 ,,, c 19.67' 34.9� 21.21' 12 o 30,733 SF z a o 6,375 SF 5,325 SF 6,390 SF 5,325 SF 21,404 SF co 6,150 SF co 6,150 SIF m �i 1 40.Q0, 3,033 SF M cV 47 CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE Luz z H r o QO /// o 0 2,883 SF o 1 c (1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS o z ♦° 14.06' 100.00, 100.00, 3,343 SIF o 0 40. \ E. J �j g��-°° 21.21' o 0 0 40,Op \OjE 21.21' o o SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL oc Ld - C�° rg BLOCK I 46.50' 50.00' 60.00' 50.00' 174.00' 21.21' 170.00' 86.97' 2 0 0 4p, 28 Sr 00 0 45 0 > 0�� S 35 21.21' o 0 00' 0. 21.21' o 0 o c� - �S 9 v 4,038 SF 3 0 40.p , \ c6 c 14,189 SF OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." z = v U) 6 p u �' 2,775 SF' o 0 0 0 0 29.17' o 6 0 E5 2 z ` 9 ? . _ 4 0 40•00' \ 162 T I O 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. o 0 o z R R p S 20.96' 11.48' 4,000 SIF o 0 49' o° T 1� 29,086 SF 143.73' 60� o M 285.14' E.PHENOMENAL ST. 141.86_ oo �263.00' - 4 000 SF 5 - o 0 0 40.Q0,20 11.53 0 23.62' I o � M � o p-8 .p0, c,.° - - - - c,� II ' R=38.00 I o o •QO' - o U/ 10. LOTS 1,2,6,25,35 AND 45,BLOCK 1;LOTS 1 AND 14,BLOCK 2;LOTS 1 AND 9,BLOCK 3;LOTS 1,3,4,5,35,39,47 AND 53,BLOCK 4; o w > fl c� �? co 63.93' qQ 4,000SF 6 - 0 0 0 0 40.p0, �o of a w a 18.47' _ QO' 4,000 SF 7 0 0 0 40.p0, s 1y 141.89' LOTS 1,9 AND 18,BLOCK 5;LOTS 1,10 AND 19,BLOCK 6;LOTS 1 AND 7,BLOCK 7 AND LOTS 1 AND 9,BLOCK 8,ARE COMMON LOTS TO } w oc oc °'' m c� , 1 40.00' $ " o o BLOCK 6 0 40 h 8.99' z N c� 2�9 ° • • - 40 4,000 SF 9 0 o b OQ' 56.00 BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR o 5 CL cn I� \ 0Q' 4,000 SF 11 0 0 40.Q , c i o ¢ z a w 18.82' 80.00' 70.00' 70.00' 62.78' 60.00' 60.00' 60.00' 68.89' 032.43' 4p•00' 4,000 SF o 0 00 0 40. 44 o I HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC � w o cc o 40.25' \ 4Q• ,10 4,000 SF 0 00' �p o o cn o cc 46,345 SF 0 6.50 6.50' 68.89' 16.79' 0 40. QO' o 0 40.0 �` 9,084 SIF I UTILITIES,IRRIGATION,AND LOT DRAINAGE. z a co 40.79'co 00' 40. 0 0 G w oo €a 231 0 28.37' 20' r` 0 40.p0, \ 00' 40 2,000 SF 12 00 o b 4p,0p, 9� 0 1 11. DIRECT LOT ACCESS TO E.LAKE HAZEL ROAD IS PROHIBITED. z M I LU 28.20' 21.21' 0 12' n 5 N x 1 rn o b 4p R, 00' / /- 4,000 SF 13 o Q c� o N 40.00' a; a; 1 73.28' N �� Iw / o 0 0 00 40. �K 69�Il 40. 14 o b 40. p' s o cc z o OQ' 04 Op 4,000 SF o 0 112.08' o °C a 6,765 SF C2 4 co M " -4 j N 3,778 SIF 2 oE1r� o 1 a z x �a oc o „ w " o o 0 40.040.OQ' 4,000 SIF 15 0 0 44.77' 47.02' oc 9. 8S2 , 7,824 SF " 3 y 2 1 6 "' 7 8 c' 9 0 10 1 ° 4,001 SF 3 0 0 0T-4 . 40. 4000 SF 16 0 o J ~0 0 oo' 19 06 6 n° 0 4,000 SF 4 0 0 ?0.0 40. 4,000 SF 43 o w99,602 SF 3,899 F 9,306 SF 8,872 SF 8,851 SF 8,830 SF 9,326 SF �, \ \ 68.85' S o 0 0 40.pQ, \ 00' 4p 18 '- ,676 N I PRELIMINARY PLAT DATA;q N 25.43' 4,000SF 0 00 4Q•Q , OQ 4,000 SF 7,804 SIF w cn60' I Lr WIDE SIDEWALK \ 40. 4,000 SF 6 oa BLOCK 5 _ 0 \ 40Q0, 4,000 SIF 00' 0 0 40.00' 40. o 1.57' 40.p0, 4,000 SF 7 " o 0 4Q 00' / h s3 O 3 ` o O J 1 p o 0 00' 4Q•Q , 117.66' TOTAL ACRES 55.14 AC ZONING j oe�''`'\ y6• � 11.06' 18.93' 40.Q0, 4,000 SF o 0 4p, 0 0 3 460, o`a +�,21.68' 40.Q 4,000 SF 9 4,000 SF ^ o 0 00' \ , 28.5p, �/84 0 \ �� 62.78' 60.00' 60.00' 60.00' 25.68' 0 ' 52.45'�� 0' q - o 0 0 4p.Op \ a - o PUBLIC RIGHT-OF-WAY 13.10 EXISTING:RUT PROPOSED:R-4,R-8,R-15 AND R-40 � goo 0 10.00, 0 Q0, 2,000 SF / 11 0 0 0 4p• Q N u, ,� o 0 0 o Op' � 42 o SINGLE-FAMILY RESIDENTIAL AREA 31.92 0 11 b 40.p0,2 p l 4,000 SF 12 N o 0 0 0 40.Q0, Q rN I MINIMUM LOT SIZE(Sl�c 4,000 SF 21 32` �° 51101 SIF g 93 10.00, �co M 00'40.0Q 4000 SF 13 o 0 28.5p, = 8,858 SF MULTI-FAMILY RESIDENTIAL AREA(LOT 2,BLOCK 4) 2.58 7'WIDE ATTACHED S/W 1 O'WIDE ATTACHED SIDEWALK S' ry SS.p , co 10.00' 4Q• 1 a o o a c� OPEN SPACE/COMMON LOT AREA 7.54 SINGLE FAMILY S o M Q �? QO' 4,000 SF o 5 h o o f Vq� 4p.OQ' 4,000 SF 15 o z o 135.43' AVERAGE LOT SIZE 128 36,086 SF 1 0 1 a ^ h 55 00' °j 10.00'��LNSp�E 4U-00' 4,000 SF 16 ^ "' 7,435 SF 21' ^ o S • \'sr 40. 17 w ey v o TOTAL LOTS 216 Z o 4,298 SF 15 o S Q0, 10.00' A. 4,000 SF o I SINGLE FAMILY w Q SS,OQ� Cri o `` 4p•QO' 4,000 SF cp 41 o I SINGLE-FAMILY RESIDENTIAL LOTS 187 v, R-8 rr 4,125 SF ^ 59g 40. 2,676 SF co RESIDENTIAL DENSITY(Du/AC(I* O o o SS. 18 ,h o SS.QO, 10.00, \ 00' 40 10,103 SF MULTI-FAMILY RESIDENTIAL LOTS(LOT 2,BLOCK 4) 1 UNPLATTED 15.67' 176• 0 12 � 0Q 4,125 SF 19 r" o SS.UO, +W 10.00' QO' 5.73' OPEN SPACE/COMMON LOTS 28 RESIDENTIAL GROSS DENSITY 3.56 370.90, Q2, � 13 55.00' h o 44.77' y 5.55' 5,804 SF 4,125 SF ^ 1 153.39' RESIDENTIAL NET DENSITY 5.86 0 0 4i b SS.Op, 10.00' \ c� 13.52' 10g,) 65 5,751 SF h 16 o 56.00' 22 ^ 23 0 55 \ 10.00, gq2 I OPEN SPACE is 00' ^ S5 4,125 SF 4,125 SF ^ C 0 00' dos 14.43' I *NOTE: �o 0 5,625 Sr17 00, o ^' 0 10.00' 6 N TOTAL OPEN SPACE 7.54 AC CALCULATIONS EXCLUDE THE FUTURE MULTI-FAMILY LOT 13.14' 1 0 65.0p 5,625 SF o0 20 0o SS.Op, 26 ^' o o S$00' '14.43' 40.54' 40 TOTAL OPEN SPACE PERCENTAGE 14.35% (LOT 2,BLOCK 4). CURVE TABLE 03,4g, ° ��og ° 65.Q0, ^ h 55 4,125SF 27 0 5500' 2288' 13,306SF 6500 5,625 SF 21 0 0Q' 0 4,125 SIF ^ h b - ° o 0 101.85, I QUALIFIED OPEN SPACE 6.46 AC g 5,625 SIF o S5.0p, 35 ^ o 0 19 24' 'j °48.0 8' I QUALIFIED OPEN SPACE PERCENTAGE 12.30% 65.Q0, 24 h 55. 4,125 SF 31 ,h ^ ° �39 0 CURVE # LENGTH RADIUS DELTA BEARING CHORD a ss.Qo, 5,625SF - 25 o QQ' 0 4,125sF a so.00' 2,821 SF'°o 0 69.23' $ �Po 0 75,082 SF 5,625 SIF 56. 34 60. "' C1 114.95' 140.00' 47°02'41" N34°29'08"W 111.75' Lavl N a °9p8.82s000 60 EASEI/�NT 6500, 650 1116 5,626SF ^ 29 00 55.Q0, 0 4,078SFCO 20.00' 00' '� I CONSTRUCTION CONTACT INFORMATION OR 0 658.16' \ FAR 0 5,625SF 32 o SS.00' N 1 4 C2 155.37' 110.00' 80°55'32" N29°30'30"E 142.77' z 3 R-4' CA C:� `� 3 0 R LATERAL ss.Qo, ^ 5,625sF 33 35 z N 1 DEVELOPER ENGINEER SURVEYOR a ' 19.3T o e 65.00, 3,037 SF 36 of 22,126 SF R°� ono 00 5,764 SF �° - CIVIL INNOVATIONS, PLLC LAND SOLUTIONS, PA o J C3 122.47 220.00 31°53 39 N77°15 42 E 120.89 \ LY1 FUTURE MULTI-FAMILY ss.QQ, 9,43zsF 37 BLOCK4 M THE WESTPARK COMPANY o — 0 2 �.�Q ca� PRESSURE IRRIGATION 1g3�'46 9,913 SF 38 T 1 CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS C4 22.57' 144.67' 8'56'24" N56°50'40"E 22.55' CT) CD 2 PUMP STATION 03' 20.18' 1710 S.WELLS AVE.STE.110 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A x ¢ Q o l m o0 112,188 SF 18,122 SF I z �° 606. MERIDIAN,ID 83680 BOISE,ID 83712 MERIDIAN,ID 83642 O 1 vs o �, o0 0 °�P ' c.,� PHONE:(208)870 3432 PHONE:(208)884-8181 PHONE:(208)288-2040 0_ oz 7.08' � 65.73' 60.S34j 14.80' I w 272.55' 711.48' LU W 1 250.14, Oo°° 000 116.48' 103.29' SITE PLAN LEGEND W �, 38.00' 35.41' 31,744 SIF 9 58.00' 89 58 —Clil -- BOUNDARY LINE P o ° 201. BOU PROPOSED PEDESTRIAN RAM 0 0 53.31' DETACHED WITH DETACHED SIDEWALK 1331.91 �� EP EP EP EP EP EP EP EP EP EP EP-EP-EP-EP-EP RIGHT-OF-WAY LINE ATTACHED v S89°57'01"E N89°58'24"W 1331.96 1/4 CENTERLINE Uj DETACHED W 1 16 POINT OF E. LAKE HAZEL RD. PROPERTY LOT LINE WITH ATTACHEPOSED D SIDEWALK ESTRIAN MP — ZONE BOUNDARY DeracHED BEGINNING CITY OF MERIDIAN PARK SITE — EP EDGE OF PAVEMENT �\ W PROPOSED VERTICAL CURB . PROPOSED CONCRETE VALLEY GUTTER PROPOSED ROLLED CURB a > } > > r im w w cc: z O cwn U) z O U) O O CD m = w w CD = w Y C'3 Y Y m C'3 Y C'3 C'3 fr cc CE cc: cc 58'RIGHT-OF-WAY CD w 0 �_ CL O 0 13'FUTURE RIGHT OF WAY 20' 38' "' c" Cr c" PROJECT NO. 19-0411-LH- 13'SIDEWALK EASEMENT 40'RIGHT-OF-WAY 18'SIDEWALK EASEMENT 63'RIGHT-OF-WAY 2, 21' 12' 21 2 DWG FILE PPA 00 2' 36.00' 2' 33' DESIGNED BY BT 2' 5' 8' 2' 18.5' 6" 6" 18.5' 2' 8' 5' 2' 2' 5' 8' 2' 16.00' � 16.00' 2' 8' 10' 2' 2' 5' 8' 2' 14.50' � 14.50' 2' 8' 5' 2' V LANDING SIDEWALK SIDEWALK V LANDING 1'LANDING SIDEWALK SIDEWALK V LANDING 1'LANDING SIDEWALK SIDEWALK V LANDING DRAWN BY JTA �5- CHECKED BY BT 3.1 Mqk 1.75% 2% 2% 1 2% 2% 1.75% 3:1 M 31 1.75% 2% 2% 2% 2% 1.75% g:1 M 3.1 MqY 1.75% 2°k 2% 2% 2% 1.75% g:1 Mom. ISSUE DATE 04/17/20 HORI SCALE AS SHOWN _. 3.• PX 3. 3.1�PX• 1M�X 1�� 3.1M 1Mgk VERT.SCALE AS SHOWN 3.• 6 TYPICAL COLLECTOR STREET SECTION (WITH ISLAND) TOT YPICAL COLLECTOR STREET SECTION TYPICAL LOCAL STREET SECTION Ppol 0 0 NOT TO SCALE-58'RIGHT-OF-WAY(S.BLOOMERANG AVE.) TO SCALE-40'RIGHT-OF-WAY(S.BLOOMERANG AVE.) 8NOT TO SCALE SHEET 1 OF 1 D:\Civil Innovations Projects\2019\19-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\19-0411-LH-PRELIMINARY PLAT.dwg LAVENDER HEIGHTS SUBDIVISION NO. 2 BOOK , PAGE LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SECTION 32, T.3N., RA E., B.M. LINE TABLE LINE TABLE LINE TABLE CITY OF MERIDIAN, ADA COUNTY, IDAHO LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION 2021 L1 31.50' S8949'51"E L27 75.00' N14'26'52"E L53 40.00' N7533'08"W CURVE TABLE L2 31.50' S89'49'51"E L28 75.00' N14'26'52"E L54 40.00' N75'33'08"W CURVE # LENGTH RADIUS DELTA BEARING CHORD L3 31.50' N14'26'52"E L29 75.00' N14'26'52"E L55 40.00' S75'33'08"E SW 1/16 C1 24.92' 100.00' 14'16'43" N7'18'30"E 24.86' L4 31.50' N14'26'52"E L30 75.00' N14'26'52"E L56 40.00' S75'33'08"E PLS 8575 S89'49'S- C2 94.25'1"E 1340.54' 60.00' 90'00'00" N30'33'08"W 84.85' L5 31.50' N14'26'52"E L31 75.00' N14'26'52"E L57 40.00' S75'33'08"E - - - - _ CS 1116 PLS 14221 C3 47.12' 60.00' 45'00'00" N36'56'52"E 45.92' L6 31.50' N14'26'52"E L32 75.00' N14'26'52"E L58 40.00' S75'33'08"E C4 47.12' 60.00' 45'00'00" N81'56'52"E 45.92' L7 25.00' S14'26'52"W L33 150.00' N14'26'52"E L59 40.00' S75'33'08"E C5 19.24' 91.50' 12'03'02" S81'34'39"E 19.21' L8 20.00' S75'33'08'E L34 150.00' N14'26'52"E L60 40.00' S75'33'08"E LAVENDER HEIGHTS SUBDIVISION NO. 1 I C6 14.43' 20.00' 41'20'03" N66'56'09"W 14.12' L9 16.50' S30'33'08'E L35 150.00' N14'26'52"E L61 40.00' S75'33'08"E BOOK PAGES ______ C7 22.88' 43.00' 30'29'28" S61'30'52"E 22.61' L10 25.00' S89'47'24"E L36 10.00' S75'33'08'E L62 40.00' S75'33'08"E C8 48.08' 43.00' 64'03'35" N71'12'37"E 45.61' L11 21.21' N30'33'08"W L37 10.00' S75'33'08'E L63 100.00' S14'26'52"W E. BRACE DR. Z C9 40.54' 43.00' 54'00'57" N12'10'20"E 39.05' L12 21.21' S59'26'52"W L38 10.00' S75'33'08'E L64 100.00' S14'26'52"W z o o � i C10 14.43' 20.00' 41'20'03" S5'49'53"W 14.12' L13 15.00' N14'26'52"E L39 10.00' S75'33'08'E L65 100.00' S14'26'52"W 0 o m ^ C11 13.52' 91.50' 8'27'50" N22'15'59"E 13.50' L14 3.58' N89'58'24"W L40 10.00' S75'33'08'E L66 100.00' S14'26'52"W �o 110.00' o- a � w C12 5.73' 91.50' 3'35'13" N16'14'28"E 5.73' L15 28.50 N7533'08"W L41 10.00' S75'33'08"E L67 100.00' S14'26'52"W Fc) $89°49'51"E S89°49'51"E 200.15' I a L16 28.50' S75'33'08'E L42 55.00' S75'33'08'E L68 100.00' S14'26'52"W cn � C13 47.02' 91.50' 29'26'35" NO'16'25"W 46.50' JJJ 6600 sf L44 8� L' L2 137.15 1 Z I N w C14 56.00' 91.50' 35'04'08" N32'31'47"W 55.13' L17 55.00' S75'33'08"E L43 23.62' NO'12'02"E L69 100.00' S14'26'52"W w SEE NOTES 9 & 70 o O5 o zo w Y L18 55.00' S7533'08°E L44 60.00' NO 10'09"E L70 100.00' S14'26'52"W > S$9'4F_ o o II I N C15 29.1T 91.50' 18'15'54" N5911'48"W 29.05' Q 9599 sf > I z w m 0 110.00� fill _S8T49'S1"E I rn m icl� C16 11.53' 91.50' T13'23" N71'56'27"W 11.53' L19 55.00' S75'33'08"E L45 60.00' NO 10'09"E L71 100.00' S1426'52"W Z I o 12 I �70' 137.11 1 o I L20 55.00' S7533'08"E L46 20.00' N14'26'52"E L72 100.00' S14'26'52"W cn J z o 6600 sf -' r1) c N C17 32.77' 131.50' 14'16'43" N7'18'30"E 32.69' W I SaT49�1"E - I o CCD cv w m o I lm ao 0 6 0 a C18 17.07' 68.50' 14'16'43" N7'18'30"E 17.03' L21 55.00 S75'3308E L47 40.00 N75'3308W L73 100.00 S14*2652W N I N 1 110.00' � Q r- 9596 sf �ll = a CD C, "' S8T49'51"E 1 cal U I L22 55.00' S75'33'08"E L48 40.00' N75'33'08'W L74 100.00' S14'26'52"W o I w o 13 o N Q _ o w I C19 44.77' 28.50' 90'00'00" N30'33'08"W 40.31' m i o 6600 sf Z ' 137.07' 04 z l N I o I °0_S89.051�E 1 T o Yo I C20 44.77' 28.50' 90'00'00" N59'26'52"E 40.31' L23 75.00' N14'26'52"E L49 40.00' N75'33'08'W L75 100.00' S14'26'52"W I N o v 110.00 1 o J w O rn N J m L24 75.00' N1426'52"E L50 40.00' N75'33'08'W L76 100.00' S1426'52"W w Z o 0 14 0 0l Q rn 2459 sf rn L25 75.00' N14'26'52"E L51 40.00' N75'33'08'W L77 100.00' S14'26'52"W z C, m 6600 sf z m 0' o i 589'4�51i 1 I C/) 13792' S89°47'58"E 180.00' jL26 75.00' N14'26'52"E L52 40.00' N75'33'08"W L78 100.00' S14'26'52"W w Yo r 110.00' S89'47'58"E 150.13' 166.89r 0 o' So' 100' 200' J m �6673 sf �� ® 0 _� _I NOTES LEGEND S$9'4�'51 "'J h 78166 sf cq cq 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,LAVENDER HEIGHTS „ _ I , " N 112.54' 2 00 o HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC SCALE: 1 - 100 N14°26 52 E -M O �' ^ r, STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH ® FOUND ALUMINUM CAP 0 16 sT3 s, �68.04 L 1j 8086 STZ / `14 S8n7'24'E 166.8T LOT. MONUMENT �5'330" co 31'5u 31.5' BLOCK 9 Uj N L10 - 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR FOUND BRASS CAP N75°33'08"W J N o o 141.89' 10' PUBLIC UTILITIES,LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER O MONUMENT 23.13' 89•51. "� co `� 10 r 11 THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR 17 ,�Z4.51'230 ��`L o Z °�°� o N 4789 f o SUBDIVISION BOUNDARY. FOUND 1/2" REBAR, 12101 sf 2 ��i o Co N to 0 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE PLS 11118 E N� z 152.49'-- RE SUBDIVISION. FOUND 5/8" REBAR AS NOTED OC �� Z S89 4Z24� - ® PLS 11118, OR AS NOTED 5' �0p� /4000 O� ST 5,53 8 uM 1g8 99 16 CAS � - 141.89 - 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT N0. i 11 /40.00' J SET 1/2" REBAR WITH PLS 2 oo / 12 / /4p•00' 0 12 0 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS O ��13 4000, �'� C. INSTRUMENT N0.2020 106343. 11118 PLASTIC CAP / 14 740.00' 3r 9084 sf / ^ / 15 14000, 4 �, S8947'24_'E 6-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER ® SET 5/8" REBAR WITH PLS o 0 0 / 16 / 0.00' .� UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. o S(4ZJ 5 o / /r o o �/ 17 �� 112 08' - 11118 PLASTIC CAP / 18 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL OPERATION, L49J I- ~ o G' 13 0 _ o - SECTION LINE C5pJ BLOCK 65, �/ / o ^ 19 O ,�, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED W N r`622 C61 A<<EY�P(/ L51J / /Jo J o N 7804 sf M ¢ CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN - - CENTER LINE p o d 10 ell L52 5� S' o / h d S8�4T24"E� o J ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. a z ro0 / 11 A60 (5 RIGHT L53-1 5 �' o ' ^ z - - EASEMENT LINE AS NOTED l r 9 OF C5 J Ni Q 117.66 � THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION W o / / 12 2 rL58 WAY) 4 �15 1 OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. o % /o o � d / 13 (SZ o Q w O o PUBLIC UTILITY, IRRIGATION z 7 � / 14 S �5 c`� l� cv 14 0 �/ / 15 6 3� cv o cv 8-LOT 18 OF BLOCK 5,LOT 19 OF BLOCK 6,LOT 17 OF BLOCK 8 AND LOTS 10, 17,19 AND 22 OF BLOCK 9 ARE DESIGNATED AS COMMON & LOT DRAINAGE EASEMENT, o -"5 w = ^ 8858 sf o AREA LOTS TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS, 0 4 / o 0 16 1� S8�4T24'E O.pO' s� o o ^ / Oo 7 L16 V SEE NOTES 1 & 2 CO / CO / 17 co -L,/ r- AND ARE SUBJECT TO BLANKET PUBLIC UTILITY,DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOTS 10&17,BLOCK 9 ARE CP&F INST. NO. S75°33'08"E 0 4p oo'l 4Q0p' �O,/ BLOCK' 5 0 / oo / OI 10 r 135.43' ON CROSS ACCESS/COMMON DRIVEWAY LOTS DESIGNATED TO PROVIDE ACCESS TO ADJACENT LOTS 9,11, 18,20 AND 21,BLOCK 9. USE ACHD STORM WATER 2014-098053 15.00 40,p0/ / o / ro o (� h o AND MAINTENANCE OF SAID DRIVEWAY LOTS SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS TO BE RECORDED FOR THIS DRAINAGE EASEMENT LINE, 0 40.0 0 ^ 15 o SUBDIVISION.ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. SEE NOTES 9 & 10 1�4 ADA COUNTr HICHWAY DIsrRICT �' E VAS 0 40.0p ( 31.5' 3CIO 070.3 sf PERMANENT STORM GRAIN EASEMENT E 40. J 0 1.5' fo' 9-PORTIONS OF LOTS 11, 12,26-30 AND 34 OF BLOCK 8 AS SHOWN HEREON ARE SUBJECT TO AN EXISTING ADA COUNTY HIGHWAY 31 32 INSTR. NO. 2027-078779�� >>- N�533�8$OBE 0p' cti v S89� 72 - SUBDIVISION BOUNDARY LINE SEE NOTES 9 & 10 5 SEE w 320 - S�• V� ^_ DISTRICT PERMANENT STORM DRAIN EASEMENT RECORDED AS INSTRUMENT NO.2021-018179,RECORDS OF ADA COUNTY,IDAHO. 34 �/ 550p 55• NOE/0 00' o v 153.39 10-PORTIONS OF LOTS 11,12,26 THROUGH 30 AND 34 OF BLOCK 8 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER LOT LINE O N /vi O 31 00', o C4 O DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER o ^4725 C., Ou, �� 16 ADJACENT PROPERTY LINE C17- " / 30 55.0p rn w DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA COUNTY, cn;V 4725 sf ^ m 2 55.0 �� ' 101.85' 73306 sf 000 AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT" THE MASTER EASEMENT d / � 27 � 0 NQ53 ' ( > 18 LOT NUMBER Z �0 33 "� �18 4725 sf /� Oo 26 CS-C6 �2827 f 308"�i AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER o O / - 4725 sf'`/ C> G 14 - 6�23'J EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. s' l�5625 sf 32 / / � N 23 . ) C8 0.00' 17 r� // co / 29 \�20� 4725 sf 22 N6p 00'� O �N89'4T24"W 11-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION Nl_LA/V 0 5625 sf O J / f21- 4078 sf N l N1533'�60:0p 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR �p� OSG CD 65.00' L 0 28 ti v 08" 5 1 S T N I I N�533, 65.0p,� l 5625 sf �S,O l �22� 21 / W ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. �g �G ERF �pL z 08-w 5' 5625 sf 4 / 25 / ^^ /�" 20 / /� 18 12-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE O to 68. 65 00'� 24 �u "' R ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT SUBMITTAL. < 34 w L65 / 5625 sf of % �� ./ 5" CLINTON W. HANSEN a 8 0 m 3 O o ,`0� 0p'J 5625 sf 9 -3 13-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. w- -N 19 6 65 00'_I L 20.00'^ lz z l h 16351 sf o; PLS 11118 Nj, o o C� 0 0' ro /� 14-THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED _ z °O z �� EMENT FAR $Z533�8�E 00' 2 BLOCK / / / 0� NORMAL GROUNDWATER ELEVATION. OF m N LTE05 5�2.41' 0'00' L 5� o �' o I N�5' ' 32526 sf 2a8a sf 60.00'L POINT OF �� W. �� J 3,3p8 W 7j \ 1s 11°•�5'� BEGINNING �40. ' � 321.23' �� L14 to N89'58'24"W 1249.28' 20' SIDEWALK EASEMENT --N89'58'24"W 324.81' w � � � O futf� � LAVENDER HEIGHTS SUBDIVISION NO. 1 ADA coUN HiLwAYDisTRrcT `� o SURVEYORS NARRATIVEis 1331.91' BOOK ___, PAGES ____________ oO PERMANENT EASEMENT, o ^ 31 32 S89'57'01"E E. LAKE HAZEL RD. S89'58'24"E 1331.96 INSTR. No. 2021-018177 z 32 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO Land Surveying and Consulting 6 5 W 1/16 CP&F INST. N0. CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED SUBDIVISION 231 E. 5TH ST., STE. A CP&F INST. NO. PLS 11118 BOUNDARIES OF BLACKROCK SUBDIVISION NO.1,IMPRESSIVE EAST RIDGE SUBDIVISION 2015-011236 111066375 NO.1,LAVENDER HEIGHTS SUBDIVISION NO.1,INFORMATION FROM RECORD OF MERIDIAN, ID 83642 SURVEY NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. THE SURVEYED (208)288-2040 fax (208)288-2557 MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE www.landsolutions.biz ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB NO. 17-55 SHEET 1 OF 3 LAVENDER HEIGHTS SUBDIVISION NO . 2 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN STATE OF IDAHO ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF LAVENDER HEIGHTS COUNTY OF ADA S.S. SUBDIVISION NO. 2; A PARCEL OF LAND LOCATED IN THE SE '/4 OF THE SW '/4 OF SECTION 32, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF ON THIS DAY OF 20 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: STATE, PERSONALLY APPEARED GREGORY JOHNSON, KNOWN TO ME TO BE A MANAGER OF LH DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SW '/4 OF SAID SECTION 32, FROM WHICH AN OWNERS"AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. ALUMINUM CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID SW '/4 BEARS N 0°32'17" W A DISTANCE OF 2700.11 FEET; THENCE S 89°57'01" E ALONG THE SOUTHERLY BOUNDARY OF SAID SW '/4 A DISTANCE OF 1331.91 FEET TO A 5/8 INCH IRON PIN MONUMENT IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN MARKING THE SOUTHWEST CORNER OF THE SE '/4 OF SAID SW '/4; THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE S 89°58'24" E ALONG THE SOUTHERLY BOUNDARY OF THE SE '/4 OF SAID SW '/4 A DISTANCE OF 1331.96 FEET TO A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SE '/4 OF THE SW '/4, SAID POINT ALSO BEING THE SOUTHEASTERLY CORNER OF MY COMMISSION EXPIRES LAVENDER HEIGHTS SUBDIVISION NO. 1 AS SHOWN IN BOOK_ OF PLATS AT PAGES THROUGH RECORDS OF ADA COUNTY, IDAHO; RESIDING AT THENCE N 0°12'02" E ALONG THE EASTERLY BOUNDARY OF SAID SE '/4 OF THE SW '/4 AND OF SAID LAVENDER HEIGHTS SUBDIVISION NO. 1 A DISTANCE OF 75.00 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF SAID SUBDIVISION BEING THE POINT OF BEGINNING; THENCE ALONG SAID SUBDIVISION BOUNDARY THE FOLLOWING COURSES AND DISTANCES: NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE N 89°58'24" W A DISTANCE OF 324.81 FEET TO A POINT; THENCE N 75°33'08" W A DISTANCE OF 240.73 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY N 0°01'36" E A DISTANCE OF 82.60 FEET TO A POINT; THENCE N 75°33'08" W A DISTANCE OF 68.34 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LAVENDER HEIGHTS SUBDIVISION NO. 1; THENCE ALONG SAID SUBDIVISION BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THENCE N 14°26'52" E A DISTANCE OF 150.00 FEET TO A POINT; THENCE S 75°33'08" E A DISTANCE OF 15.00 FEET TO A POINT; THENCE N 14°26'52" E A DISTANCE OF 361.00 FEET TO A POINT; THENCE N 75°33'08" W A DISTANCE OF 23.13 FEET TO A POINT; THENCE N 14°26'52" E A DISTANCE OF 68.04 FEET TO A POINT; THENCE N 0°10'09" E A DISTANCE 290.00 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE S 89°49'51" E A DISTANCE OF 110.00 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE THENCE S 0°10'09" W A DISTANCE OF 10.00 FEET TO A POINT; OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THENCE S 89°49'51" E A DISTANCE OF 200.15 FEET TO A POINT; THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE S 0°12'02" W A DISTANCE OF 230.95 FEET TO A POINT; ONPL LANpS THENCE S 89°47'58" E A DISTANCE OF 180.00 FEET TO A POINT ON THE EAST BOUNDARY OF SAID SE 1/4 OF THE SW 1/4; 43' G%STFR� THENCE LEAVING SAID SUBDIVISION BOUNDARY AND ALONG SAID EAST BOUNDARY S 0°12'02" W A DISTANCE OF 770.13 FEET TO THE POINT CLINTON W. HANSEN o OF BEGINNING. PLS 11118 . Ln 1 1 1 18�0 ; THIS PARCEL CONTAINS 11.15 ACRES MORE OR LESS. OF SOP 5� ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN W. NPR HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 LH DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY BY GREGORY JOHNSON, MANAGER OF LH DEVELOPMENT, LLC -Aamw 10 1 U 1 10 1 J i."Colo Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.Iandsolutions.biz JOB NO. 17-55 SHEET 2 OF 2 LAVENDER HEIGHTS SUBDIVISION NO. 2 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE 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 COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. INSTRUMENT NO. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20 , IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER - MERIDIAN, IDAHO \�Np,L LA No srE,V 1- 0 nc CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 0 f". OF N �o = APPROVAL OF ADA COUNTY HIGHWAY DISTRICT \oP�� THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �TO/V W NP- DISTRICT COMMISSIONERS ON THE DAY OF 20 Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208)288-2040 fax (208) 288-2557 www.Iandsolutions.biz JOB NO. 17-55 SHEET 3 OF 3 LAVENDER HEIGHTS SUBDIVISION NO. 2 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE 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 COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. INSTRUMENT NO. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20 , IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER - MERIDIAN, IDAHO \�Np,L LA No srE,V 1- 0 nc CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 0 f". OF N �o = APPROVAL OF ADA COUNTY HIGHWAY DISTRICT \oP�� THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �TO/V W NP- DISTRICT COMMISSIONERS ON THE DAY OF 20 Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208)288-2040 fax (208) 288-2557 www.Iandsolutions.biz JOB NO. 17-55 SHEET 3 OF 3 LANDSCAPE REQUIREMENTS ° °°° oo� Id oOOOO LANDSCAPE GENERAL FENCING REQUIREMENTS5ITZo 0 0 TOTAL TREES PROVIDED - 56 BLOCK 5 LOT IS (WEST) 88 L.F. 6-0" PRIVACY FENCE E3~ TOTAL NUMBER OF TREE SPECIES PROVIDED - cl BLOCK 6 LOT Iq (WEST) 88 L.F. 6'-O" PRIVACY FENCE o� LA'16536 cwg o TOTAL NUMBER OF RESIDENTIAL LOTS: 48 3/24/20 �o°o BLOCK 8 LOT 17 (NORTH) 84 L.F. 6-O PRIVACY FENCE °0000 = BLOCK cl LOT b (EAST) 104 L.F. 6-0" PRIVACY FENCE z TOTAL LINEAL FEET OF STREET FRONTAGE (LOCAL: NO TREE REQUIREMENT) - 1,678 L.F. BLOCK q LOT q (AST) IOq L.F. 6'-O" PRIVACY FENCE °0O0000Op000�°°° (INCLUDING BOTH SIDES OF LOCAL STREET PARKWAY: 3356 L.F.) ocoo BLOCK q LOT II (EAST) 100 L.F. 6'-O" PRIVACY FENCE WIDTH OF PARKWAYS: 8' LANDSCAPE STRIP. Z BLOCK cl LOT 12 (EAST) 70 L.F. 6-0" PRIVACY FENCE o COMMON OPEN SPACE BLOCK q LOT 13 (EAST) 70 L.F. 6-0" PRIVACY FENCE w BLOCK cl LOT 14 (EAST) 70 L.F. 6-0" PRIVACY FENCE I C_ M REQUIREMENTS FROM UDG II-36-3E: BLOCK cl LOT 15 (EAST) 70 L.F. 6-0" PRIVACY FENCE 0 id TOTAL AREA OF PHASE TWO: 485,540 S.F. (11.15 AG) BLOCK q LOT 16 (EAST) q0 L.F. 6-0" PRIVACY FENCE cc o QUALIFIED OPEN SPACE REQUIRED: 10% = 48,565 S.F. (1.12 AG) BLOCK cl LOT 17 (NORTH) q8 L.F. 6'-0" PRIVACY FENCE I " 'Co O7 c m 0 BLOCK q LOT IS (EAST) Mil L.F. 6'-O" PRIVACY FENCE LPL _ n 3 00 W to TOTAL SQUARE FOOTAGE COMMON OPEN SPACE PROVIDED: 15.10% = 63,606 (1.46 AC) BLOCK q LOT 18 (SOUTH) 114 L.F. 6'-O" PRIVACY FENCE ` ° E � 0 °CD � CO W TOTAL SQUARE FOOTAGE QUALIFIED OPEN SPACE PROVIDED: 7.52%* = 56,555 (0.84 AG) iu a o 0 °' ._ =co 0 W BLOCK q LOT 20 (SOUTH) 60 L.F. 6'-0" PRIVACY FENCE AREA (Do v o� = Y ca 0 5 y *QUALIFIED OPEN SPACE MET AS PART OF LAVENDER HEIGHTS PRELIMINARY PLAT „ c cfc o •�•y a �oo N `o U o BLOCK q LOT 21 (SOUTH) 60 L.F. 6-O PRIVACY FENCE FIVE o z = LANDSCAPE PLAN, DATED OI/23/2020. - -o.N a a ui a3 LL BLOCK q LOT 22 (EAST) 138 L.F. 6'-0" OPEN FENCE /SS I, ) L`o ° al L`o 3 Cc -- co Z 1 1I/ � ®O ®O � � a® U J W r'L J 3 � L W O7 � BLOCK q LOT 22 (WEST) 135 L.F. 6'-0" OPEN FENCE iI i i'` 3 LL a co 0 N ONE DECIDUOUS SHADE TREE PER 8,000 5.F OF OPEN SPACE REQUIRED: 6 (48,585 S.F. OIL W 0 COMMON OPEN SPACE REQUIRED) BLOCK q LOT 24 (SOUTH) 65 L.F. 6-0" OPEN FENCE ---1�, _ _ Of OPEN SPACE DECIDUOUS SHADE TREES PROVIDED: 7 (PLUS q CONIFER TREES). BLOCK q LOT 25 (SOUTH) 65 L.F. 6'-0" OPEN FENCE _ iI01 L BLOCK q LOT 28 (SOUTH) 65 L.F. 6-0" OPEN FENCE o STREET BUFFER REQUIREMENTS BLOCK q LOT 2cl (SOUTH) 65 L.F. 6-0" OPEN FENCE g I I I I I I = BLOCK q LOT 32 (SOUTH) 65 L.F. 6-0" OPEN FENCE ]/ ;. NOT APPLICABLE - NO COLLECTOR OR ARTERIAL STREET ADJAGENCY. BLOCK q LOT 33 (SOUTH) 65 L.F. 6-0" OPEN FENCE AREA AREA AMENITY REQUIREMENTS THREE FOUR — — — — — — — N ._; L Z ,1 I AMENITY REQUIREMENTS MET AS PART OF LAVENDER HE16HT5 PRELIMINARY PLAT LANDSCAPE PLAN, DATED 01/23/2020. yj-vW.rr:.W. i z . .:... .... Z K PLANT SCHEDULE AREA ., 'AREA 10 W QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS oNE '�,�%Two DECIDUOUS SHADE TREES W 4 AG Acer platonoides 'Royal Red' Royal Red Maple 2" GAL. B�6 40'H X 35W II I I BLOCK z 16 FS Fa us s Ivatica 'Rivers!!' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W IIOU g y p BLOCK Copyright©2021 2 LT Lirodendron tulipifera Tulip Tree 2" GAL. BBB 60'H X 40'W III I f B Z ICI TT Tilia tomentosa 'Sterling' Sterlin Linden 2" GAL. B$B 45'H X 35'W 11 AREA MAP I — — — — All rightsreserved. Reproductionrenpermssionof any o or by any means without written permission c 0 Breckon Land Design,Inc.is unlawful and subject to O CONIFEROUSTREES — _ criminal prosecution. x J N 500 0 500 1000 I500 2 PP Picea pungens Golorado Blue Spruce 6' - 7' HGT. 40'H X I5'W I 2 a 5 PS Pinus strobus 'Fastigiata' Golumnar White Pine 6' - 7' HGT. 30'H X 10'W SCALE: I"= 500'-O" I a 2 GG Gedrus atlantica 'Glauca Fasti iata' Columnar Blue Atlas Cedar 6' - 7' HGT. 20'H X 25'W — — — — — — _ _ w e o El> LL ORNAMENTAL FLOWERING TREES Q - Z Y 3 Q I MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. BffB 25'H X 25'W I I z — — Z 3 PG Prunus seracifera 'Thunder Cloud' Thunder Cloud Plum 2" GAL. B$5 25'14 X 25'W 1 w w SHRUBS I — — — — — — — Ef — Gornus olba 'Bailholo' Ivory Halo Dogwood #5 5'H X 5161 I m I Z 27 GSo W 14 5 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W I ; I"I 11 MA Mahonia aquifollum 'Gompactum' Compact Oregon Grape #2 3'H X 4'W : _ _ 10 PO Physocarpus opullfolius 'Monlo' Diabolo Ninebark #5 8'H X 8'W ' 16 PM Pinus mugo Slowmound Slowmound Dwarf Mugo Pine #5 3 H X 4 W W 6 SS Syr(nga 'Sensation' Sensation Lilac #5 10'H X 6'W I W ^ , LL q WF Wei ela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W , PHASE I - OUTSIDE 15 `V N W PERENNIALS/ORNAMENTAL GRASSES — _ _ I (D J w 22 GA Galamagrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W LIMITS OF WORK oa I ° Q `LJ o 10 DC DeloSperma cooperl Hardy Ice Plant #1 I'H X 2'W Xq� ` co 12 EP Echinacea purpureo Purple Goneflower #1 3'H X 2'W b °L16N8 B , W LL 20 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Dayllly #I 2'H X 2'W _ m� E. - - 00 W = 17 LA Lavandula angustifolla Hidcote Blue English Lavender #1 3H X 3W n W (� 21 PA Pennisetum olopecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W LL COMMON OT. LOT, T E GE P L B LD NG :: ♦ •\•• ♦•� W AND PA KIN( LOT.NI A M CERTIFI ATE FZONIN COM CE 6 •. . BLOCK B e �I N U .. ° , I = Lu CALLOUT LEGEND LANDSCAPE LEGEND _ - - = Q CD E. N/p00 0 N TE S =41 z Z 1 40'-0" VISION TRIANGLE x W 2 (� .. Q O F N 2 PRESERVE AND PROTECT EXISTING PRESSURE PLANTS TO BE INSTALLED \� 2 z o IRRIGATION PUMP STATION. SEE PHASE I CIVIL '� 13 c� SHEETS. ,: — — 4 W QQ U • } . 15 N O 6'-0" VINYL FENGIN6, SEE DETAIL 2/L1.7 BLOCK 0 7 EXISTING PLANTS TO REMAIN I I I I qC/E ,B 13 Q 0 O 6-0" TUBE STEEL FENGIN6, SEE DETAIL I/L1.7 PHASE II �; - - W p� Q .w. � O SEEPAGE BED, SEE CIVIL PLANS ' W l— ,o \ � QEXISTING PLANTS TO BE REMOVED •� Q UJ CD O '' 12 ,4 6 10 SEEPAGE BED EASEMENT - DO NOT PLANT .. r �� :�. .,n. � � p ran z 71 13 TREES WITHIN 10 EASEMENT _ — — — — — — — — — — _ GUT EDGE, SEE DETAIL 4/L1.7 �'"° ;: ;:;: .. t 2� U . . BLOCK 5 U T ` O C _ :G 5 :: v — — 7 SAYE AND PROTECT EXISTING TREES . ( ) 16 ........... � U +li „ N 6' VINYL FENGIN6 W t ;.4;; r, 4. PROPOSED 10 ASPHALT REGIONAL PATHWAY r^ 18• vJ O 8 SEE DETAIL 7 L1.7. 15 O _ 6 WROUGHT IRON FENGIN6 � Q SAVE AND PROTECT EXISTING 10' ASPHALT ;. E VA�REGIONAL PATHWAY. 1O' AGHD SEEPAGE l l \. ENS O _ _ Q CD BED EASEMENT LEST \� :.: 10 PROTECT EXISTING PRESSURE IRRIGATION PIPING BENEATH ASPHALT REGIONAL PATHWAY. � VISION TRIANGLE Q 11 SAVE AND PROTECT EXISTING HOUSE AND LOT 34 - - ' W D ,6 3: — — PROPERTY LINE (VERIFY) 3 12 SAVE AND PROTECT EXISTING FARR LATERAL I \ 30 \\ \ cV BERM SHOWN AT I' INTERVALS 33 \ 2' \ \ D a) 17 d) 13 SAVE AND PROTECT EXISTING BRIDGE 26 0 8 QUANTITY 32 \ a a UJ o W y `/ PM PLANT SYMBOL „ G5' WIDE MICRO PATHWAY / 2 54 W c c 0239 W Z� O_ Ci3 y C `\ 2B � �� \` WmQ�e�l: +++++++++++ III 25 RQ Q C W W o +++++++++++ TURF SOD OVER APPROVED 24 C + + + + + TOPSOIL + + + + + + II 21 o 2i 20 O -BLOCK REVISIONS ////////// /////// 19 BLOCK 9 m j 'K No. Date Description a LANDSCAPE MULCH BY OWNER ....................... . ........... OVER APPROVED TOPSOIL OR .............. .................... X. "' APPROVED EQUAL %U U . ....... ... .. -: -: . .. .. .. ..... .. .. ...:. DRY AND SEED MIX SEE •• •• - 03 SPECIFICATIONS ON L1.7 :' "• c PROJECT NO.: m B �' EP EP / ' 19048 CD G) EP EP EP EP EP EP �- DRAWN BY: z a - - w — — — — — — — — — — — — — — — — — — — — — KH O OHP OHP CHECKED BY: J6 U DATE: co 03/24/2021 O OVERALL LANDSCAPE PLAN SHEET NUMBER CD O N N 80 0 80 160 240 T A 0 L1.0 aUi SCALE: I"= 80'-O" 0 I_ Q 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TREE PROTECTION NOTES: °°°°°°°°7r + ° �� T o°°°°A2� OF'RIn j`� oO0000 I. PROTECT THE CRITICAL ROOT ZONE (THE AREA DIRECTLY BELOW THE DRIPLINE OF THE TREE) OF THE — — — — � — — °o yQ I I TREES TO REMAIN ON SITE BY: I 8 PVC or Cl. GONSTRUGTING A TEMPORARY GHAINLINK FENCE AROUND THE GRITIGAL ROOT ZONE OF THE TREE TO ++ r +*+ o� wo BE PROTECTED PRIOR TO DEMOLITION, GONSTRUGTION, OR ANY SITE WORK. } +'+' o LA-16536 x BLOCK 8 � * °o b. NOT ALLOWING GOMPAGTION BY EQUIPMENT TRAFFIG DURING GONSTRUGTION OR DURING DEMOLITION. `'+ 11 r r \+ + *`° + + + oo° 5/24/20 'oo° w C. NOT ALLOWING GONGRETE TRUNKS TO RINSE WITHIN THE PROTEGTION AREA, OR ANYWHERE NEAR i °o°0 EXISTING TREE ROOTS OR IN PLANNED PLANTING BEDS AREAS. I I I *' I i BLOCK K 9 n ooO °moo��oo°°oo d. NOT 5TOGKPILIN6 MATERIALS, DEBRIS, OR DIRT WITHIN THE TREE PROTECTION AREA. I I 10 e. WATERING WITHIN THE GRITIGAL ROOT ZONE FROM MID-APRIL TO MID-OGTOBER AT THE RATE OF NOT ++ _ _ _ _ _ _ z LESS THAN THE EQUIVALENT OF 1-1/2" OF WATER OVER THE ENTIRE AREA PER WEEK. I +;7 I — — — — 1 I o f. NOT TRENGHING, EXGAVATING, FILLING, OR OTHERWISE DISTURBING THE SOIL WITHIN THE GRITIGAL ROOT ` - + w ZONE. *+ g. ADJUST PROPOSED IMPROVEMENT LOGATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS. L _ — — — — E M a ° a) o M 2. PROTECT THE GROWN AND TRUNK OF TREES TO BE RETAINED BY: 12 � ° 0 a Cl. OPERATING EQUIPMENT IN SUGH A WAY AS TO AVOID GONTAGT WITH TREE TRUNKS OR BRANCHES. I v o0 0 ° `' b. HAVING TREES PRUNED BY A LICENSED ARBORIST. I I — — — — — J + — — — — 2 5 E n 5 ° z —I 8 a G� E c cco � a s w .* I I o' C � o m ° W CL C a1 O❑ C O f� L �, x ausU 0 = Yc� O � ,� TREE MITIGATION NOTES: + I w U o Co � § 0 C UJW C'� J 3 � L fD al O ++ 13 ( — — — — • • • • • • 3 W a Co CD w EXISTING TREES TO BE REMOVED THAT REQUIRE MITIGATION ARE AS FOLLOWS PER CITY ARBORIST, ELROY HUFF _ (AS NOTED ON PLAN): �+ • • ° a z • 15" BLUE SPRUGE I I L,_i w L 21" BLUE SPRUGE + _ _ —I — _ _ ;*+ _ _ _ _ Q 0 • 16" BLUE SPRUGE I • 24" GRAB APPLE + I I m Q ' • 12" MAPLE `� z I , W • 26" GRAB APPLE 1a LU = I z J ° • 8" PINE (1-7 IN TOTAL) Q F TOTAL CALIPER INCHES REQUIRED + _ _ I * *+ m ` FOR MITIGATION = 250 CALIPER INCHES +* a. +++ Uj I o I > *., ° THE OTHER TREES ON SITE THAT WILL BE REMOVED HAVE BEEN DEEMED SPECIES THAT DO NOT NEED TO BE t.+ REPLAGED/MITIGATED FOR," BY MERIDIAN GITY ARBORIST ELROY HUFF. :'` :::,+ +'+' ' ' ' ' ' + : ' ' I z THE METHOD OF MITIGATION WILL BE TO PLANT TREES AT 2" GALIPER, EACH WITHIN LOCAL STREET PARKWAY + + ++ '+' ++ +++++++++ z STRIPS AT A RATE OF APPROXIMATELY I TREE PER LOT. 219 TREES HAVE BEEN PROPOSED AS PART OF THE ++ ''' ++++++ o + 15 ' w APPROVED PRELIMINARY PLAT LAN05GAPE PLAN IN LOCAL STREET PARKWAY STRIPS, EQUALING 435 GALIPER :'::::' •'.•:: :::::: ": "::::•. ::: :.:::•.... :`.': .*.*+ + I w INGHES, WHIGH EXGEEDS 100% OF THE REQUIRED CALIPER INGHES (250). + +++ ' — — ++ :++++ + ++ + + o — — PUYHousE +� + ++ DOG 9 z TREE MITIGATION LEGEND + + + a .�+'+ HOUSE W ++ + BLOCK 8 Copyright©2021 Z + +� B All rights reserved. Reproduction or use in any form o • or by any means without written permission of + + + "'.' Breckon Land Design,Inc.is unlawful and subject to 0 • EXISTING PLANTS TO REMAIN + +� + + DECK I criminal prosecution. w ° + + + + + + + + + + + + + + + + + +++ :. + � + + + \ + ..:. + EXISTING PLANTS TO BE REMOVED -+ + 17 HOUSE 10 0 z W F + +++ +'w+ lotTREE CROWN h / * Q *;� / l O Z 0 ° E N/ W H ++ - / ATE ST 4 W W I W QN / z *�+* PHASE I — OUTSIDE / cn p ° 5 ++ 12 a + 10 .. co : ++++:+ LIMITS OF WORK ' 12 / z 13 / a� OUTLINE OF TREE GROWN (EDGE � ° ° � � M G OF DRIPLINE) GORRESPOND I NG W WITH ROOT SPREAD. FENCE SHALL ++ +' .•:•^ °o°oo °°°,o / 14 BE PLAGED AT EDGE OF TREE * I I I7 *.� �' +.,�:":� / oopOooO0000Oo 00000' 15 0 0° oe o o / BLOCK B O GROWN (MINIMUM DISTANCE). �* :'f'':� / °°°°°�^°�� / EXISTING GRADE / +*;, � 13 N = O F z NOTE: ..?t+++++.+ / \ / 18 / r n Q Q MAINTAIN PROTECTION UNTIL �R;*; ;LU + 19 �+�/ cr, GONSTRUGTION ACTIVITIES ARE :::. + ' + +r; , / \ Q Q z COMPLETED. ;;;:;;;•. + + /::::::. + + / � + ++ + + 10 / PHASE 11 � - _ '6 IF LOWER LIMBS INTERFERE WITH + O -III III I'' 'll III III + _ F `" �C14GORD� TIE UP WITH HEAVY JUTE ++,� ,. .. �E II =1 II ++++ + + ++ + + - -III_ 14 - 1z �`� I = =1 I I=III=1 I III=III=III= . ADJUST DIAMETER OF PROTECTIVE + + .,} + + ..� / _ < Q U -III—III—III—III—III— —III— =11 - FENCE TO PREVENT ANTICIPATED / 13 / Lj T J DAMAGE BY EQUIPMENT. / +++ *+ + * 14 W i — — — — — — — - +�+ / BL CK5 \ —III—III—III—III—III—III—I + + o + + \ � I—I I i i I I—III— / / / °°•°° � — +Ci.+* / 15 / �\ ' LU SECTION *°� — — — — / t ' ' ��/� UJ / W W V) � TREE TRUNK 1� °,00 o , / / / \ °°°°°°°°~ �° / 18 UJ Q O pOpOo°°o° ku b 15 o,o° ° °8, (.0 0� : O E � GROWN OF TREE. / / � �� °°'"°° °0000 � . J / / - Zr OUTLINE OF TREE GROWN (EDGE °°°° �E Vq�ENso w N U OF DRIPLINE) GORRESPONDING WITH ROOT SPREAD. FENGE SHALL / l °°��,o' �'•`,'°'••.•,., CE ST — — — — BE PLACED AT EDGE OF TREE / °°°°°o•° o6 „°° > � GROWN (MINIMUM DISTANCE). / / // / / ` ••o °pOoo 000°°°°o:.'Zoo ono e000 ` � °o• °eon °°o0 o 34 D 0 PLAN VIEW / / 31 / / / 16 W TREE PROTECTION DETAIL30 o 4 NOT O SCALE 33 / 27 / / . W Q / az U 26 / 17 ° a �RW��zF � \ ° FIVE 32 / 23 ycWi��? Q �z Y�� 29 / /� 22// / / �F mN;5Ng WO rn 28 / C 0 / W / 25 / / O REVISIONS m / 24 No. Date Description /r U 21 Q AREA AREA / � THREE FOUR � / / 2003 / LOCK. �^ i PROJECT NO.: 19 �` \ BLOCK 19048 B G) t � 18 DRAWN BY: V J Z KH '+; :::::•'.•;: _;;` CHECKED BY: +'+ ++ + // AREA AREA + + + + + + + +'+'+ + + + +'+':'+ ++ ;;;:: :;............... : "mil JB U ONE TWO ""�s *.+++++++++++++++++++++++++++++++++.++ . .................. ' - + + DATE: ..................... f . ..::::.::... ................... .. 4::T..;;.`� + +,rt. t * +,+ :::.::. 03 24 2021 + + + + + + + +.T++ +'+ + + ::: o + . . . + + + + ++ *+ t ++++++++++ �w .. +++ ++*++++ ,� +* *+ �LYY�;:: +* + SHEET NUMBER C) F— +�f ++T+ +f—P+f T++f�+T�f� A o _ _ T T AREA MAP T OVERALL TREE MITIGATION PLAN L1.1 0 N 500 0 500 1000 1500 N 80 O 80 160 240 Of SCALE: I = 500'-0" SCALE: I = 80-O 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLANT SCHEDULE 1O OF I boo + + + + + + + + + 0 / 16 QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS �o°*g��gITZ Rn` p�opoo o 0 a AP + + + + + + DECIDUOUS SHADE TREES ° 6 W + + + + / 4 AG Acer platanoides 'Royal Red' Royal Red Maple 2" GAL. BBB 40'H X 35'W II o� LA-16536 �g o °� + a 0 FS Fagus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II o0 3/24/20 ~o°° 0 0 0 2 LT Llrodendron tullpifera Tulip Tree 2" GAL. BaB 60'H X 40'W III °oo moo° ° �° ° MATCHLINE - SEE SHEET L1 .4 / " I �°� z 0 0 0 00 0 0 {� 01-0 Iq TT Tills tomentosa Sterl in Sterl in Linden 2 GAL. BBB 45 H X 35 W I I 000 NDS CA4 o 00 ° 00 °o ° o�°oV°° CONIFEROUS TREES z °°°oo°o°°°o° ° ° - ° ° ° �° 00 MATCHLINE - SEE SHEET L1 .2 / z 0 o 00°o0 0 ° ° o \ + 2 PP Picea pungens Go I orado Blue Spruce 6 - HOT. 40 H X 15 W o 00000 ° ° + + 3S + + + + F.� / 5 PS Pinus strobus 'Fastigiate' Columnar White Pine 6' - �' HOT. 30'H X 10'W F�••� ° °000000 +• + W + +`. . + + 2 G6 Gedrus atlantica 'Glauca Fasti iato' Columnar Blue Atlas Gedar 6' - -7' HOT. 20'H X 25'W w •• 0 + + + + ••• + + + ° a" M '�.,• + + .�.� + I� + + + ORNAMENTAL FLOWERING TREES 2� - 0 r, �, q ° / `••• • + + + + + + ' �y� \ W + + + + + + + +' + + I MS Malus 'Spring Snow' Spring Snow Crabapple 2" GAL. BBB 25'H X 25'W I o o ••, + + + + \ + + + + 3 PG Prunus seracifera 'Thunder Cloud' Thunder Cloud Plum 2" GAL. BaB 25H X 25'W I � E ; 00 N � o z •. + + Lin + +� + + + ° 5 + + + + + + = Qus 0 Y10Co s a + �° o + + + + SHRUBS - I I CD U C .V_O Z U (r O L +' 6 40 �o 00 • \ W + + + + 2-7 GS Gornus alba CD Ivory Halo Dogwood #5 5 H X 5 W w N.O r a � 00 N 0 r' ° ♦ o ° , 0 5 HP Hydrangea aniculata 'Jane' Little Lime Hard Hydrangea #2 4'H X 4'W = N Q o �; z 0i0 00 0�o ` + + + + p ym I/ 0 00�0 00 0 ° ° 0 000°FoOob°° o \ + + + + I I MA Mahonia aquifolium 'Gompactum' Compact Oregon Grape #2 3'H X 4'W J w J 3 L cCOo CID • • • • • • 3 LL a Co C7 ° o0000 60( 04 °-0 +I + + - 10 PO Physocarpus opulifolius 'Monlo' Diaboto Ninebork #5 8'H X O'W W ° 0 0o00°oo° 0 400�ooto°�o o ° , \ \ �V - + + 16 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W - • • - / 0 00 00 oo�0 o ° - 6 SS Syringe 'Sensation' Sensation Lilac #5 10'H X 6'W L ••• o o°0000- 0 ° 00V 00 \ 9 WF Wei ela florida 'Dark Horse' Dark Horse Welgela #2 3'H X 3'W w / '''�•, ° ° °o0 °°��° 040 o g PERENNIALS/ORNAMENTAL GRASSES •%, ° 0°o°o0 0 4 ° 0 d0� ° ° o _ \ 22 CA Galamogrostis x acutiflora Karl Foerster Foerster s Feather Reed Grass #1 5 H X 2 W , / ''`••• ° ° °�o°� \ 10 DG Delospermo cooper! Hardy Ice Plant #1 I'H X 2'W a °oo ° o �0 ° 00 0 12 EP Echinacea purpurea Purple Goneflower #1 3'H X 2'W Z / , o °�04 0� • / / / / `'•• • ° °°°°°000 000 °40 0 ° + + + -O LA Lav ndulallangu tfolia Hidcote Blue' Engis x Stella de Oro' lliandLavenderro warf Daylily #1 3'H X 3'W o •• • ° 00000 0 + + + + 21 PA Pennisetum olopecuroldes Hameln Dwarf Fountain Grass #1 3'H X 3 W o +1.' + + + ••• + + + +' + g K / �''' 6 • + + + LANDSCAPE LEGEND z r CALLOUT LEGEND 31 10 FS 1 40'-0" VISION TRIANGLE / z PRESERVE AND PROTECT EXISTING PRESSURE PLANTS TO BE INSTALLED w / 30 / / I 2 IRRIGATION PUMP STATION. SEE PHASE I CIVIL Copyright©2021 Z SHEETS. All rights reserved. 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N 20 O 20 40 60 L1.2 L Q_ i SCALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLANT SCHEDULE o 16 CIS nnn QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS °° Z / 2 � �•.-�;-,..+ DECIDUOUS SHADE TREES 0 PO ..,� + + + +++ t.��,-b� t t t t t t i i �� i � o G� W o w 17 I + + + + + + 4 AG Acer platanoides Royal Red Royal Red Maple 2 GAL. BBB 40 H X 35 W I I o LA-16536 F,g o LT + + + + 0 FS Fagus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. BdB 50'H X 30'W II o0 3/24/20 000 F + + ! + + / 2 LT Lirodendron tulipifera Tulip Tree 2" GAL. B$B 60'H X 40'W :: • + J + + MATC H L I N E - SEE SHEET L1 .5 Iq TT Tilia tomentoso 'Sterlin ' Sterlin Linden 2" GAL. B$B 45'H X 35'W I I °OOo NDSCA �,o z + + + + CONIFEROUS TREES + + + + MATCHLINE - SEE SHEET L1 .3 z PO + + + + + C 2 PP Picea pungens Colorado Blue Spruce 6 - HOT. 40 H X 15 W o / + -k j+ t• + + 1 `� 5 PS Pinus strobus 'Fastigiate' Columnar White Pine 6' - �' HOT. 30'H X 10'W 4 :�+ + + + + 2 G6 Gedrus atlantica 'Glauca Fasti iato' Columnar Blue Atlas Gedar 6' - 7' HOT. ' 20'H X 25'W w M + + + + + + � , y r � � z CIS + + + + + cc + ORNAMENTAL FLOWERING TREES 2 0 o to � ° 11 PP . + + + + + ` I MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. BaB 25'H X 25'W I � � � r9 0 @ + + + + + + 3 PG Prunus seracifera 'Thunder Cloud' Thunder Cloud Plum 2" GAL. BaB 25'H X 25'W I Z E ; & n o z �+ + + + + uG E sTo a a m END 3 �. ,� + + + `. . + 1 Q� 0 r- 0 r, o " - SHRUBS sa i + + � 27 GS Gornus alba `Bailhalo' Ivory Halo Dogwood #5 5 H X 5 W w U).0 r a � 00 N 0 r' - rn Q � � ,? a � z . .+ 5 + + 5 HP Hydrangea paniculata Jane Little Lime Hardy Hydrangea #2 4 H X 4 W 0 0 � 0 3 Q1. o -a z II MA Mahonia aquifolium 'Gompactum' Compact Oregon Grape #2 3'H X 4'W J w J 3 >, L co ° + + DG + + / 3 L- a Co CD + T+ �� + + + - — — — — — — — — — — — 10 PO Physocarpus opulifolius 'Monlo' Diabolo Ninebork #5 8'H X O'W w + + + + + + + + 16 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W - • • - + + !�+� + + + s + + 6 SS Syringe 'Sensation' Sensation Lilac #5 1O H X 6'W L + + + + + + + + + + +�+ + + + + q WF Wei ela florida 'Dark Horse' Dark Horse Welgela #2 3'H X 3'W W 0 + 1 + + + PERENNIALS/ORNAMENTAL GRASSES W W + 22 CA Galamogrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W , + 10 DG Delosperma cooper! Hardy Ice Plant #1 I'H X 2'W a + 12 EP Echinacea purpurea Purple Goneflower #1 3'H X 2'W FS + + 20 HS Hemerocollis x 'Stella de Oro' Stella de Oro Dwarf Dayllly #1 2'H X 2'W SS — + CL 17 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W + + 21 PA Pennisetum olopecuroldes 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W o ° K + + + + + AG 16 z + + + + + F+ + + I + + + CALLOUT LEGEND LANDSCAPE LEGEND ` + �J + + + + AG + + + + 3 START10 + + + + 1 40'-0" VISION TRIANGLE + ," PRESERVE AND PROTECT EXISTING PRESSURE w ,, 2 PLANTS TO BE INSTALLED z + + + • IRRIGATION PUMP STATION. SEE PHASE I CIVIL Copyright©2021 z + � . . SHEETS. All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 3 O 6'-0" VINYL FENGIN6, SEE DETAIL 2/L1.7 Breckon Land Design,Inc.is unlawful and subject to 0 ENDo criminal prosecution. w G 3 START 4 3 a EXISTING PLANTS TO REMAIN W HS _ 3 3 4 6'-0" TUBE STEEL FENGIN6, SEE DETAIL I/L1.7 z / A C EP 3 =. o • .. 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KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS o g�P�gITZ $ p°O000°o DECIDUOUS SHADE TREES o* a o� 4 AG Acer platanoides 'Royal Red' Royal Red Maple 2" GAL. BaB 40'H X 35W II IIA-16536 �g o 0 FS Fagus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II o0 3/24/20 o°° 2 LT Llrodendron tullpifera Tulip Tree 2" GAL. B a B 60'H X 40'W III o00 o0o s Iq TT Tilia tomentoso 'Sterlin ' Sterlinq Linden 2" GAL. B$B 45'H X 35'W II °OOoo °NDoQOoo CONIFEROUS TREES z 2 PP Picea pungens Colorado Blue Spruce 6 - 7' HOT. 40'H X 15'W o 5 PS Pinus strobus 'Fastigiate' Columnar White Pine 6' - 7' HOT. 30'H X 10'W c 2 GO Gedrus atlantica 'Glauca Fasti iato' Columnar Blue Atlas Gedar 6 - 7' HOT. ' 20'H X 25'W w o x M + 3 GG RF �S BLOCK 8 [+, + + �`' ORNAMENTAL FLOWERING TREES 1, o o 0 1q H + _� - � � 5 3 + 1 MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. BaB 25H X 25'W I D 0 �p o CMD o MA PE 3 1 - 7 3 PG Prunus seracifera Thunder Cloud Thunder Cloud Plum 2 GAL. Bff B 25 H X 25 W I � h 3 z PP MATCHLINE SEE SHEET L1 .6 aE - 6 . . . . . . . . . . + . . SHRUBS = Q L) � � 8-3 ci E O55 27 GS Gornus alba `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W w N s r ° a -n a N z = . .�1luiiri, 3 END MATC H L I N E - SEE SHEET L 1 .4 5 HP Hydrangea paniculata Jane Little Lime Hardy Hydrangea #2 4 H X 4 W J w m M 3 0 o o + + + + 3 +�O�� !. II//� MA 3 l + I I MA Mahonia aquifolium Gompactum Compact Oregon Grape #2 3 H X 4 W . . . . . . 3LLa coC7 + +��IIIA�. :� + / 10 PO Physocarpus opulifolius 'Monlo' Diabolo Ninebork #5 8'H X O'W - w RF . . . . �.; . 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W a O / + + + + + _ < + + + + .� � T O 6 O TUBE STEEL FENGIN6, SEE DETAIL I/L1.7 a + + + + + + + + +. . + \ ) + + \ + + + + o + + + O SEEPAGE BED, SEE CIVIL PLANS w EXISTING PLANTS TO BE REMOVED w / 3 a; + + + + + + + S 6 10' SEEPAGE BED EASEMENT - DO NOT PLANT PG W„ + + , TREES WITHIN 10 EASEMENT _ _ _ _ _ _ _ _ _ _ _ _ GUT EDGE, SEE DETAIL 4/L1.7 O a SAVE AND PROTECT EXISTING TREES) s 6' VINYL FENGIN6 W + 3 + + O PROPOSED 10 ASPHALT REGIONAL PATHWAY, 10 + + SEE DETAIL 7/L1.7. 6' WROUGHT IRON FEN6IN6 + + + + + + O SAVE RE IONAD PPAROT1�EAGY EXISTING 10' ASPHALT Q w lb + `'.� + + 10' AGHD SEEPAGE / LA / + + + + 10 PROTECT EXISTING PRESSURE IRRIGATION BED EASEMENT W Q IN + + + + PIPING BENEATH ASPHALT REGIONAL PATHWAY. > 17 / 1 � � � � � � VISION TRIANGLE w / GA ' + + +' 11 SAVE AND PROTECT EXISTING HOUSE AND LOT O z Q cr CO 11 / PROPERTY LINE (VERIFY) cy) " (b O / 1Z SAVE AND PROTECT EXISTING FARR LATERAL T /r 10 / RF .,,, / / BERM SHOWN AT I' INTERVALS y \L 12 13 SAVE AND PROTECT EXISTING BRIDGE W G /•• 8 Q / / 8 QUANTITY pIRR ••1 PM / , PM PLANT SYMBOL I 00- 13 G 5 WIDE MICRO PATHWAY N + + + + + + / 14 / + + + + + TURF SOD OVER APPROVED ' ov o •/ / � °00°00°°00 co 0 pIRR •�1 + + + + + + Q 0 ° 00000°00000 • / + + + + + TOPSOIL • 00 0 0 0 0 / + + + + ... 0 ° o / i °00 000 0 ° 0°00°°00°00 ° OOOo000°00°0°° °°0o0°0O0°oo0 / a ° °°p0000000 00 ° °°00�p PO / 15 LU 0 0 00 0 0 00 0 0 ° BLOCK 6 LANDSCAPE MULCH BY OWNER v F o •••`RR °°0°o 00 0 0 p pIRR l l c OVER APPROVED TOPSOIL OR z CD Q •••` �^ / 16 APPROVED EQUAL W Q / /••40,ft p O ` p/R DRYLAND SEED MIX, SEE Q Z • IR R. / SPECIFICATIONS ON L1.7 0 / •/�. W W _ Q :•• / W W Ir W W / �/ p W RR \ W W ' L' LJJ TpIRR n U�5 ^ ' 1PA pIR \ W W W co 14 PM l pIRR \ V U CA D / RF LU 10 N / / I co I 0 6 11 / / p AREA , WQ:W y Q FIVE ' oo°� c► 3 �,, Lu azl. GG 12Wmao�o= O 0 / - - - - - - / / , err i4 �/! QQ�QCWW + 13 No�ax°zz z C p + + + / / _ -�,� ,,�� ii Z/ W 13: 11 + + + 14 i t + + i / / AREA AREA REVISIONS 0 + + + +,�+ BLOCK 5 �'=j�- No. Date Description + + +' '1+ + • / THREE, i FOUR ` _� 4- + + FS / 15 � � � v 16 03 7 + + + + + / - - - m AP • + + + + + + + �+ / PROJECT NO.: 12 / 19048 CD 0 �°0-b 0 6 w + + + + + � / / AREA DRAWN BY: z U ° ° ° ° °°°°�° ° MATCHLINE - SEE SHEET L1 .4 / ONE Two K" p 00°00 ° oE0°�o ° CHECKED BY: °' o 04 0� ` JB U °°°°°°°° o ° ° o °°°°� � MATCHLINE - SEE SHEET L1 .2 + / DATE: ° 00° o ° o 00 0 do / °°0°p°o 0 0 ° + + SS �� + + + �t.� / 03/24/2021 O� •._ 0 00��° 1, l AREA MAP I� o o N 500 O 500 1000 1500 SHEET NUMBER O T LANDSCAPE PLAN - AREA THREE T A � SCALE: I"= 500'-0" N 20 0 20 40 60 L1.4 0. L 0- SCALE: I"= 20'-0" 1 2 13 14 15 16 17 18 19 110 111 112 113 114 115 116 PLANT SCHEDULE QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS o°° g�P�glTz $ p°O000°o DECIDUOUS SHADE TREES o* a o� 4 AG Acer platanoides 'Royal Red' Royal Red Maple 2" GAL. B a B 40'H X 35W II o� 1A-16536 �g o 0 FS Fagus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II o0 3/24/20 o°° 2 LT Llrodendron tullpifera Tulip Tree 2" GAL. B a B 60'H X 40'W III o00 o0o s Iq TT Tilia tomentoso 'Sterlin ' Sterlinq Linden 2" GAL. B$B 45'H X 35'W II °OOoo °NDoQOoo CONIFEROUS TREES z 2 PP Picea pungens Colorado Blue Spruce 6 - 7' HOT. 40'H X 15'W o 5 PS Pinus strobus 'Fastigiate' Columnar White Pine 6' - 7' HOT. 30'H X 10'W 2 G6 Gedrus atlantica 'Glauca Fasti iato' Columnar Blue Atlas Gedar 6' - 7' HOT. ' 20'H X 25'W w M ORNAMENTAL FLOWERING TREES ° N C C OU r z O MATCHLINE — S E E S H E ET L 1 .6 1 MS Malus 'Spring Snow' Spring Snow Crabapple 2" GAL. B B 25'H X 25'W I � � r9 0 @ 3 PG Prunus seracifera 'Thunder Cloud' Thunder Cloud Plum 2" GAL. BaB 25 X 25'W I �L E '; a- N n �'H o w SHRUBS ` <° E a Et9 � MATCHLINE — SEE SHEET L1 .5 �� M c -0 27 GS Gornus alba `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W w N.0 -r ° a 2 00 N ° r' — — — — 5 HP Hydrangea paniculato 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W o m� 3 o c z G — — — — — — 11 MA Mai aquifolium 'Gompactum' Compact Oregon Grape #2 3'H X 4'W J w J 3 - L CC. . . . . . 3LLa CooC7 10 PO Physocarpus opulifolius 'Monlo' Diabolo Ninebork #5 8'H X O'W w 16 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W • - • • - GA 6 SS Syringe 'sensation' sensation Lilac #5 1O'H X 6'W START 3 L 9 WF Wei eta florida 'Dark Horse' Dark Horse Welgela #2 3'H X 31W o GP PERENNIALS/ORNAMENTAL GRASSES 22 CA Galamogrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2V4 , HOUSE /� 1 O 10 DG Delospermo cooper! Hardy Ice Plant #1 I'H X 2'W / 12 EP Echinacea purpurea Purple Goneflower #1 3'H X 2'W BLOCK 9 20 HS Hemerocollis x 'Stella de Oro' Stella de Oro Dwarf Dayllly #1 2'H X 2'W 17 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W 3 21 PA Pennisetum olopecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 5W o 8 GA a I z 0 K 3 z 11 , _. HS 11 CALLOUT LEGEND LANDSCAPE LEGEND 0 II = 3 10 LE1i GA 40'-O" VISION TRIANGLE 1 ` w z 11 RR16ATION PUMP S AT ONES ET PHASE I CIVIE PLANTS TO BE INSTALLED Copyright CO 2021 2 8PRESERVE AND PROTECT 3Z 3 SHEETS. All rights reserved. Reproduction or use in any form o O or by any means without written permission of 0 _ Ef' 3 6'-O" VINYL FENGIN6, SEE DETAIL 2/L1.7 Breckon Land design,Inc.is unlawful and subject to 0 J criminal prosecution. + + + G EXISTING PLANTS TO REMAIN W a 6'-O" TUBE STEEL FENGIN6, SEE DETAIL I/LI.7 0 + + + + � a + + + + + + + + HS10 + + + + 3END O SEEPAGE BED, SEE CIVIL PLANS Y + + + �r + — — — — — — — — — EXISTING PLANTS TO BE REMOVED + + + + : O 10' SEEPAGE BED EASEMENT - DO NOT PLANT o 0.: TREES WITHIN 10' EASEMENT _ _ _ GUT EDGE, SEE DETAIL 4/Li IJ Q \ + + + 7 SAVE AND PROTECT EXISTING TREES) o + LJ W + + PROPOSED 10' ASPHALT REGIONAL PATHWAY, 6' VINYL FENGIN6 2: 10 H / O SEE DETAIL 7/1-1.7. 6 WROUGHT IRON FEN6IN6 O 3s O9 SAVE AND PROTECT EXISTING 10' ASPHALT Q o REGIONAL PATHWAY. 10' AGHD SEEPAGE + + + + + + 10 BED EASEMENT w Q N o PROTECT EXISTING PRESSURE IRRIGATION w + + + + 1+ + + + ` + + 1 2 PIPING BENEATH ASPHALT REGIONAL PATHWAY. VISION TRIANGLE O 11 SAVE AND PROTECT EXISTING HOUSE AND LOT z + + + + Qo� z + cc: PROPERTY LINE (VERIFY) (Y� + +J+ 1Z SAVE AND PROTECT EXISTING FARR LATERAL = ` • `.J 10 + + BERM SHOWN AT I INTERVALS w G , 11 + + + + � + ` � + + + 13 SAVE AND PROTECT EXISTING BRIDGE 8 QUANTITY J TT + \ PM PLANT SYMBOL � O + + 14 5' WIDE MICRO PATHWAY N � + + Cl) w + + + — — — — — — — — +++++++++++ TURF SOD OVER APPROVED V, Q J N. . ' . + lz + + + + + + ++ + + + + TOPSOIL K IS / :/ + + DG + , i� r i� w F + + + + I + + + LANDSCAPE MULCH BY OWNER �/ U o + + PP + OVER APPROVED TOPSOIL OR z CD r + + + A + APPROVED EQUAL w + 5 + + Q Q C) J /J + + + GS + + _ 17 + + + F}. + C _ J Z DRY AND SEED MIX, SEE w W / START 3 k: . SPECIFICATIONS ON L1.7 C) ;. ::.�..-.I....+ + 13 . 0 w w / + + :+ :+ + + + + � w Q 18 = + + + .�.� + + + + + + + + + w J w w ,� 1 ( pW 3 + + + + + w w _ + E //T^� :E w w + I Y1 _ + + /�� . . . .� + + +++ + + + + + + + �^ a VJ U U 1 H P/R�ED 3 + + PS + F+ + + +� z ,Q�Q M + +� w D �� + / + - + + + + + + I — + AREA �, �W�W y - FIVE _ o=14 y WW 114 O LU W F + � Q+ om C + START 3 + AREA A REA O / + M + 1 + _ 't � REVISIONS " _. + + PS + + + \\ + + + THREE •- FOUR No. Date Description / •%•l: U + + + + 5 + + + + + + + PIRR PIRR + / + 2 co PROJECT NO.: 17 1 + + + + + + +�+ + + + + + B LT + + DRAWN+ + DRA BY: . + + �': + + / MATCHLINE — SEE SHEET L1 .5 ` AREA AREA KH z � . .:•�•: � + � .J + + ONE TWO O IM/0 M M M M M M M M CHECKED BY: U PO + + + + : " + + MATCHLINE — SEE SHEET L1 .3 , ' t j / 1 1`.+ + + + + JB _ 15+ +: f•= + + DATE: o � �4 / `�,[. ..s 1 + , + , + + , /� / /' + � 03/24/2021 p� T AREA MAP 10o N 500 O 500 1000 1500 SHEET NUMBER 0 T LANDSCAPE PLAN - AREA FOUR T A � SCALE: I"= 500'-O" N 20 O 20 40 60 L1.5 0. L Q- SCALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLANT SCHEDULE °°°°°°°°oF QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS lcQQI Z °�°°°° DECIDUOUS SHADE TREES o� o r+ C3 oC7 Wo w 4 AG Acer platanoides Royal Red' Royal Red Maple 2" GAL. BBB 40Hr X 35Wr II o LA-16536 o ro.0 18 FS Fagu5 5ylvatiGa 'Riversii' Rivers Purple Beech 2" GAL. B$5 50'H X 30'W ° 3/24/20 p + I 2 LT Lirodendron tulipifera Tulip Tree 2" GAL. B$B 60'H X 40'W III oo O°0c00 + + IQ TT Tilio tomentosa 'Sterlin ' 5terlin Linden 2" GAL. Bi$B 45'H X 35'W II 0000�q°moo��o 00 ;° CONIFEROUS TREES z SEE PHASE ONE CONSTRUCTION DOCUMENTS 2 PP Picea pungens Colorado Blue Spruce 6' - -I' H6T. 40'H X 15'W 5 PS Pinus strobus 'Fastiglata' Columnar White Pine 6 - 7' H6T. 30'H X 10'W o ofio F` 2 G6 Gedrus atlantica '61auca Fosticliato, Columnar Blue Atlas Cedar 6' - 7' H6T. 20'H X 25W a N Y w 0O °�° °°° ORNAMENTAL FLOWERING TREES y '� ° �� a 0 o + + I MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. B4B 25'H X 25'W I . " o C o o gi + + 3 PG Prunu5 5eracifera 'Thunder Gloud' Thunder Cloud Plum 2" GAL. B4B 25'H X 25'W I m� E m m 0,CU I o Z 0 00 _ 1 0 0 0 T A% + + FF�H �F�H = a o 0 0 -E Y; p L SHRUBS � W cco r�— W I O O O of m .B m P. v 0 0 + 2-1 GS Gornus alba 'Bailhalo' Ivory Halo Dogwood #5 5 H X 5 W W N.s L r a oo N o 1 O 0 ■ Z C + + 5 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W o •m 3 o Z OO i UJW r�� J �i � L W (0 O 1 ," 0 0 0 ■ 11 MA Mahonia aquifolium Gompactum Compact Oregon Grape #2 3'H X 4 W • • • • • • 3 � a co r90 W i BLOCK 8 1 0 0 I + 10 PO Phy5ocorpus opulifolius 'Monlo' Diabolic, Ninebork #5 8'H X 8'W - LL 0 0 0 o I6 PM P1nu5 mugo IN Slowmound Dwarf Mugo Pine #5 3'H X 4'W - • • af 11 I o O o I + 6 SS Syringa 'Sensation' Sensation Lilac #5 1O'H X 6'W LD L 1 0° o ■ + + q WF Wei ela florida 'Dark Horse' Dark Horse Weigelo #2 3'H X 3'W w CL i o o + + + PERENNIALS/ORNAMENTAL GRASSES BLOCK 9 I 0 0 °o° I 22 GA Galamagrostis x acutiflora 'Karl Foerster' Foerster'5 Feather Reed Grass #1 5'H X 2'W . 1 0 0�0 ■ G 10 DG Delosperma cooper! Hardy Ice Plant #I I'H X 2'W Q 00 o 5 12 EP Echinacea purpurea Purple Goneflower #1 3'H X 2'W Z 1 0 0 4 ■ 20 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W ° I1 00 CIL0° ■ + + 17 LA Lavandula angustifolla 'Hidcote Blue' English Lavender #1 31H X 3'W ° I + 21 PA Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass #I 3'H X 3'W o 01 Oo o + + - - - - - - - - 0 0e ■ K 1 �5 �° I + o 0 I o00 o I W ° ° CALLOUT LEGEND LANDSCAPE LEGEND - U + ■ + + 6 + + - - - - - - - - - - II + f + 1 40'-0" VISION TRIANGLE CL + 7J �• Inn 12 I 70 2 PRESERVE AND PROTECT EXISTING PRESSURE PLANTS TO BE INSTALLED W + + IRRIGATION PUMP STATION. SEE PHASE I CIVIL Copyright©2021 = Z SHEETS. All rights reserved. Reproduction or use in any form o + + or by any means without written permission of 2 + O 6'-0" VINYL FENGIN6, SEE DETAIL 2/L1.7 Breckon Land Design,l pr isprosecution. unlawful and subject to 0 J F 00. criminal prosecution. w + + EXISTING PLANTS TO REMAIN + + O 6'-O" TUBE STEEL FENGIN6, SEE DETAIL I/L1.7 z + + a z + NI w _ _ + `� 6 rj SEEPAGE BED, SEE CIVIL PLANS Z EXISTIN6 PLANTS TO BE REMOVED + + W + + O 10' SEEPAGE BED EASEMENT - DO NOT PLANT + +, TREES WITHIN 10' EASEMENT O W — — — — — — — — — — — — GUT ED6E, SEE DETAIL 4/L1.7 a + O SAVE AND PROTECT EXISTIN6 TREE(S) Z U + + I + + 8 PROPOSED 10' ASPHALT RE61ONAL PATHWAY, 6' VINYL FENGIN6 0 H O oc + O SEE DETAIL 7/L1.7. J + 6' WROUGHT IRON FENGIN6 + + QSAVE AND PROTECT EXISTIN6 10' ASPHALTQ+ / REGIONAL PATHWAY. 10' AGHD SEEPAGE 13 + — — — — — — — — — — PROTECT EXISTING PRESSURE IRRIGATION BED EASEMENT W Q N Z + + 10 PIPING BENEATH ASPHALT REGIONAL PATHWAY. ^ VISION TRIANGLE `J J0 W 0 + + 111 SAVE AND PROTECT EXISTIN6 HOUSE AND LOT o Q o� z N PROPERTY LINE (VERIFY) W + + 12 SAVE AND PROTECT EXISTIN6 FARR LATERAL T ♦ '(Y� 0 l + + + BERM SHOWN AT I' INTERVALS G ��•/ + 13 SAVE AND PROTECT EXISTING BRIDGE —J 00 < F + 8 QUANTITY W O PLANT SYMBOL �+ 1 14 5' WIDE MICRO PATHWAY N T VJ + + + + + + rn + w vJ + V, + + +++++++++++ TURF SOD OVER APPROVED Q z � +++++++++++ TOPSOIL 0 + + 7 + + + + + + T Q N + i + + + I U U F ER 0 14 + + + + OVER APPROVED TOPSOILNOF, z CD W + APPROVED EQUAL IJ C z + + QO N + DRY AND SEED MIX, SEE J z a ■ + + 0 SPEGIFIGATIONS ON L1.7 w + + + SEE PHASE ONE CONSTRUCTION DOCUMENTS Q I— + J — — — — — — — — + + P I R I, Q O w o i 1 a + + + _ _ _ _ _ _ _ _ _ _ r^ H�■� H \1/ E _ Z + z + + T _ � * � I '4 w N a) W + + END 3 Cf) + ' I J 15 + + + �' , z o + + + I+ LU D + + + O 1 Cc 1 LU U Q + + + o °°W� LZP + PLAYHOUSE """ss a Wma6°o: 0 9 """�s FIVE �� ^ ?cWi�u,?�� 0 00 1 C / �QOQCWW 555 + + + + DOG 1 � Q�>I ZLU z + + I I Z g C � 8 + + HOUSE ° MEN + + r REVISIONS O a * + W No. Date Description JJ 0- BLOCK 8 + + + 1 U + a. AREA AREA 16 + 7 THREE FOUR MATCHLINE - SEE SHEET L1 .6 MATCHLINE - SEE SHEET L1 .6 OC 03 PROJECT NO.: 00 + 3 END MATCHLINE - SEE SHEET L1 .4 + MATCHLINE - SEE SHEET L1 .5 19048 (n B G) MA I 3 + — — — — — — — — — — - - - - II/0 7 DRAWN BY: z 1�- + +�/ i I IA77 KH 0 CHECKED BY: aD AREA AREA JB 0 ONE TWO DATE: co 03/24/2021 O 6' SHEET NUMBER O A LANDSCAPE PLAN - AREA FIVE T AREA MAP T 500 0 500 1000 1500 -o N 20 0 20 40 60 N L1.6 SCALE: I"= 20'-0" SCALE: I"= 500'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 1 14 1 15 16 8' 0000° O-V �000 D�OOo � I o DRYLAND SEEDING REQUIREMENTS LANDSCAPE NOTES: ��N H " ' DEPTH OF MULCH AT 00000*g��gITZ Rn` O�00000a PLANTER BEDS 0 o u GENERAL OVERVIEW ifl 8 0� �o THIS REPORT OUTLINES RECOMMENDED REVE6ETATION AND SLOPE STABILIZATION MEASURES FOR DISTURBED GUT AND o� LA-16536 wog I. PLANTER STRIP LANDSCAPE IMPROVEMENTS FRONTING INDIVIDUAL PRIVATE LOTS TO BE o FILL SLOPES WITHIN THE PROJEGT LIMITS AS DEFINED ON THE ACGOMPANYIN6 PLAN WHIGH WILL BE SEEDED WITH THE INSTALLED IN THE FUTURE BY HOME BUILDER, COORDINATE WITH DEVELOPER AS REQUIRED. ��N o000 3/24/20 'oo° w DRYLAND SEED MIX AND NOT IRRIGATED. THESE RECOMMENDATIONS ARE MADE TO PREVENT SHORT TERM AND LONG TERM 2. CONTRAGTOR SHALL REPORT TO LANDSGAPE ARGHITEGT ALL CONDITIONS WHIGH IMPAIR SOIL EROSION AS WELL AS TO PROVIDE AN AESTHETIC, REVE6ETATION WHIGH WILL BLEND WITH THE EXISTING NATURAL AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. I III IIII-I II-� -11I -11I- IIIIIIIIII 3. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSGAPE ARGHITEGTS PRIOR o SURROUNDING AREA. THE MEASURES INCLUDE REVE6ETATION AND HYDROMULGHIN6 PROCEDURES FOLLOWING TOPSOIL -III - - Hill I APPROVED TOPSOIL AND SOIL Z WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE III=III=III=III=III=III= I =I 1(- DISTRIBUTION AND FINE GRADING. THE AREA TO BE REVE6ETATED CONSISTS OF ALL DISTURBED AREAS RELATED TO GONSIDERED IF SPEGIFIED PLANT MATERIALS GAN NOT BE OBTAINED. " _ITI AMENDMENTS AS SPEGIFIED o GRADING FOR GONSTRUGTION AND ANY OTHER AREAS DISTURBED IN THE PROCESS OF GONSTRUGTION. THE SLOPES TO BE 4. GOORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. I Y2 SQ. TUBE STEEL FINISH GRADE, w RAIL PER PLANS GUT E06E AFFEGTED VARY WIDELY IN DEGREE AND ASPECT. 5. GOORDINATE WORK SGHEDULE AND OBSERVATIONS WITH LANDSGAPE ARGHITEGT PRIOR TO _ w GONSTRUGTION START-UP. PLANTER BED CUT EDGE ° GENERAL EARTHWORK 6. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 1/2" 50. TUBE STEEL .o �, a 7. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERIGAN NURSERYMAN STANDARDS FOR PICKET 4t � � o co 0 ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR GONSTRUGTION WITH MINIMAL, IF ANY, DISTURBANCE TO THE TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTED IF NOT IN A SOUND AND HEALTHY AT 4" O.G., TYP. o (TYPICAL AT TREES IN TURF AREAS) NOT TO SCALE �- E .E n o z SURROUNDING NATURAL SLOPE OR VEGETATION. ALL FINISHED GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A CONDITION. SOLID I .N C0in NATURAL TRANSITION BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR ADDITIONAL 8. IN THE EVENT OF A PLANT COUNT DISGREPANGY, PLANT SYMBOLS SHALL OVERRIDE I 0 � `� o 0 0 `r`° �' _ REQUIREMENTS. SGHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. 0 ° c ID ID `' 10 G. ALL PLANTING BEDS SHALL BE GOVERED WITH A MINIMUM OF 3" DEPTH OF LANDSGAPE - _.o m_ 3 CIJ o � Z C MULGH BY OWNER. SUBMIT SAMPLE FOR APPROVAL. v w` c� 3 L co o SITE PREPARATION 10. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT 2" 50. TUBE STEEL A' A' ' ' ' ' ' ' 3 " a co EARTHWORK PROCESS SHOULD BEGIN WITH GLEARIN6 LARGE SHRUBS FROM THE AREAS TO BE DISTURBED. WOODY THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD POST AT 6 O.G., TYP. - ° STEMS AND BRANCHES SHALL BE CHIPPED ON SITE TO IMPROVE THE AMOUNT OF OR6ANIG MATERIAL IN THE TOP SOIL. OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPEGIES AT NO Z NATURAL TOPSOIL OGC,URS AT VARYING DEPTHS ON THE PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND COST TO THE OWNER. A - LENGTH, AS SPEGIFIED w L STOCKPILED AT DESIGNATED STORAGE AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. 11. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFAGES AND OR PER PLANT SGHEDULE o ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE SITE GRADING PLAN. GONGRETE PAVING m 12. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUBIG YARDS OF APPROVED OR LANDSGAPE 9 P B - 85% OF 'A' ° TOPSOIL DISTRIBUTION GOMPOST PER 1000 SQUARE FEET. ROTO-TILL OR6ANIG MATTER A MINIMUM OF 6 INGHES FINISH GRADE, REFER , ONGE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN AGGOMPLISHED, THE TOPSOIL SHOULD BE INTO TOPSOIL. TO PLAN a REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPEGIFIED. WHERE NEEDED, SLOPES SHOULD BE GRADED WITH 15. FERTILIZE ALL TREES AND SHRUBS WITH 'A6RIFORM' PLANTING TABLETS. QUANTITY PER �icv + Z SERRATION TO HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY GOMPAGTED UTILIZING A SMALL MANUFACTURER'S RECOMMENDATIONS. 14. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL PLAN VIEW Im GLEATED TRAGTOR MOVING PERPENDIGULAR TO THE CONTOURS OR ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE TOPSOIL TO oo Im RECOMMENDATION THAT ANY NECESSARY MEGHANIGAL MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING SITE A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFAGES OF PLANTER BED AREAS, FINISH GRADE PER PLANS DISTURBANCE. 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS, AND I" BELOW ADJACENT ONGE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVE6ETATION SEEDING SHALL FOLLOW IMMEDIATELY. IN ORDER SURFAGES OF TURF SEED AREAS. EDGING, PER PLANS AND DETAILS V z K TO ELIMINATE SURFAGE CRUSTING AND TO FAGILITATE BETTER ROOT PENETRATION, THE SURFAGE SHOULD BE SGARIFIED 15. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL o PRIOR TO SEEDING. WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A ° 6ROUNDGOVER PLANTING PER ' z GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT PLANTING PLAN w AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, a a w SEEDING GLEAN AND FREE OF TOXIC, MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR MULCH, PER PLANS, 3" DEPTH OVER 'I APPLY SEED TO THE PROJECT SITE BY HYDROSEEDIN6. OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ON51TE TOPSOIL DOES NOT o4 ENTIRE BED. DO NOT COVER CROWNS 10 THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. MEET THESE MINIMUM STANDARDS, GONTRAGTOR IS RESPONSIBLE TO EITHER: M ` - OF PLANTS A) PROVIDE APPROVED IMPORTED TOPSOIL, OR a a SEED MIXTURE: RATE: PURE LIVE SEED LBS / ACRE B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSGAPE ARGHITEGT. �j��j ��j��j��j��j j�j� SPLIT ALL ROOT BOUND ROOTS WITH 16. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, �/ / �/ �/ �/ / �/ �/ EQUAL SPAGED VERTICAL GUTS. Copyright 2021 FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, N / / / / / / / / /��/ All rights reserved. Reproduction or use m any form o WESTERN YARROW 0.20 BRUSH WEEDS AND OTHER LITTER AND FREE OF ROOTS STUMPS STONES LARGER THAN 2 1-1 I- %��%��%��/��/��%��xxxfix/%��%�A/ � � DEWITT PRO 5 WEED BARRIER FABRIC or n anymeansn,Inc.i written permission of FIRECRACKER PENSTEMON 0.40 _ / / / / / / / / / / / / / Breckon Land design,inc.is unlawful and subject to 0 BLUE FLAX 4.20 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT -III \jAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjA VA�V OR APPROVED EQUAL criminal prosecution. w GROWTH. I-111-I �i��i��i��i��i��i��i��i��i��i��i� CALIFORNIA POPPY 4.20 - 8„ a SHEEP FESCUE 3.00 A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL _ _ _ _ _ _ _ _ _ _ _ _ _ TILL SOIL TO A DEPTH OF 12 , IDAHO FESCUE 4.00 GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NOTE: �1I II II II II II II I BAGKFILL WITH APPROVED TOPSOIL 5ANDBUR6 BLUEGRASS 2.00 NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OGGURS AT A DEPTH OF NOT LESS I) FINISH SHALL BE MANUFACTURE'S POWDER COATING. SUBMIT COLOR SAMPLE FROM FULL COLOR =III=III=III=III=III=III=III=III=III=III =III= AND SOIL AMENDMENTS, AS SPEGIFIED 0 ROCKY MOUNTAIN PENSTEMON 2.00 THAN 4 INGHES. - I PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING. - a B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY, FERTILITY, TOXIGITY, AND „ SUBGRADE 2) CONCRETE POST FOOTING SHALL BE 12 MINIMUM DIAMETER X 36 DEEP (4500 PSI). w GENERAL TEXTURE BY A REG06NIZED GOMMERGIAL OR GOVERNMENT AG SECTION AGENCY AND 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATCH ADJACENT o TOTAL SEED INSTALL a 20 LBS / ACRE COPIES OF THE TESTING AGENCY S FINDINGS AND RECOMMENDATIONS SHALL BE SURFAGES. O a FURNISHED TO THE OWNERS REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL NOTES: 4) GONTRAGTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY DESIGN PROFESSIONAL FIBER MULCH MATERIAL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 0 TO 7.6. PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED - COLOR AS DIRECTED BY I. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL, A GOMP05TED POULTRY BASED MULCH MATERIAL FREE OF GROWTH OR pWNER, TRIANGULAR PATTERN. GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 LBS. PER ACRE. 17. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURER'S & H LANDSGAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. ORGANIC, SOIL AMENDMENT 18. TREES SHALL NOT BE PLANTED WITHIN THE ICLEAR ZONE OF ALL A.G.H.D. STORM TUBE STEEL FENCE RECOMMENDATIONS TO ALL 6ROUNDGOVER BEDS. Q o DRAIN PIPE, STRUGTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED WITHIN 5-O OF AN w GROW NUTRIBOOST FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 GALLONS PER ACRE. 1 PERENNIAL & GROUNDCOVER 10 A.G.H.D. SIDEWALK. Scale: "=1'-O" 10 TAGKIFIER 19. SEEPAGE BEDS AND OTHER STORM DRAINAGE FAGILITIES MUST BE PROTECTED FROM ANY UJ <5 �Stole: I"= -0" } MULCH TAGKIFIER SOIL STABILIZER - EGOLO&Y GONTROLS M-BINDER. TAGKIFIER APPLIED AT THE RATE OF 80 LBS. PER AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE PLANTING �V w LANDSGAPE IRRIGATION SYSTEM. Cf) 0 ACRE. 96" ON CENTER GRANITE SEED 20. IN THE EVENT OF A DISGREPANGY, NOTIFY THE LANDSGAPE ARGHITEGT IMMEDIATELY. EXTRUDED POST GAP z Ibg7 WEST 2100 NORTH (STANDARD OPTION) 91" MAXIMUM SPAN M P.O. BOX 1-7-7 N T `' J o LEHI, UTAH 84045 - y 1-800-768-4433 TURF AREA PREPARATION NOTES: �0 00 Q G (OR APPROVED EQUAL) HOLD TOP AND BOTTOM KEEP GROUND LINE SAME AS NURSERY LINE I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. 7/8" U-GHANNEL RAILS IN PLACE WITH O HYDR05EEDIN6 2. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INGHES. LOCK RING. III REMOVE ANY PLASTIC,, BURLAP, NAILS, OR UJ MIX SPEGIFIED SEED AND ORGANIG SOIL AMENDMENT IN WATER PER MANUFACTURER'S RECOMMENDATIONS. APPLY REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, REMOVE TOUN6E ON ONE 01 12" �\ OTHER MATERIALS FROM THE ROOTBALL 1 V Q SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT HYDROSEED AREA IN EXGESS OF THAT WHIGH GAN BE AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S SIDE OF PANEL TO SIT 4" 5"3 GONGRETE MOWSTRIP WHIGH MAY LIMIT ROOT GROWTH ' A MULCHED ON SAME DAY. KEEP OFF ROADS, WALKS, STRUGTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE AREAS. PROPERTY. FLUSH AGAINST POST v, 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. CONSTRUCT 2" EARTH BERM FORM A Q AFTER HYDROSEED, TRACK IN SEED USING A CLEATED CRAWLER WITH TRACK MARKS PERPENDIGULAR TO THE SLOPE. AFTER CONCRETE FOOTING 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNESS OF SOD. " x 6 TOUNGE AND `_ WATER RETENTION BASIN, FILLLL BERM WITH 7/8 TRACKED, MULCH SLOPE WITH 2O00 LBS. PER ACRE OF FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF N 5UJ . UNCHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR GROOVE PICKET I I SCORE JOINT AT EACH MULCH, AS SPEGIFIED TAGKIFIER. UNDISTURBED BY EXGAVATIN6, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, cO POST I UJI PREPARE SURFAGE SOIL AS FOLLOWS: 1-1/2" x 5-1/2" RAIL MULCH, PER PLANS, 3" DEPTH OVER ENTIRE / A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFAGE SOIL. BED. DO NOT GOVER GROWNS OF PLANTS v ., MAINTENANCE FENGE POST, SET POST F B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. APPLY SOIL o IMMEDIATELY RESEED AREAS WHIGH SHOW BARE SPOTS. MINIMUM ACCEPTABLE PLANT COVERAGE IS 80 PERCENT AMENDMENTS AND FERTILIZERS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS PRIOR TO INSTALLATION PROVIDE DEWITT PRO 5 WEED BARRIER � AFTER ONE GROWING SEASON. PROTECT SEEDED AREAS WITH WANING SIGNS DURING MAINTENANGE PERIOD. THE SEED WILL 12 WIDE GONGRETE OF MOWSTRIP -III=III FABRIC, OR APPROVED EQUAL AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MOWSTRIP =III Q r r1 � REQUIRE APPROXIMATELY NINETY (GO) DAYS OF FAVORABLE GROWING CONDITIONS TO GERMINATE AND BECOME MIXTURE OF FINE TEXTURE. PLAN VIEW ESTABLISHED FOR SUGGESSFUL SURVIVAL WITH NORMAL MINIMAL SUMMER PRECIPITATION. 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE LOOSENING. _ PROVIDE GOMMERGIAL FERTILIZER TABLETS = J Q A. REMOVE STONES LARGER THAN ONE INGH IN ANY DIMENSION AND STICKS, ROOTS, -IN N „ - - _ = AND BIOSTIMULANT, AS SPEGIFIED, FOR EACH Q 5 SQUARE VINYL FENCE TRASH, AND OTHER EXTRANEOUS MATTER. LUn - SHRUB SEEDING TIME POST B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, VEGETATION, AND TURF, THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OGTOBER. IF SEEDING IS APPLIED OFF OWNER'S PROPERTY. BAGKFILL WITH APPROVED TOPSOIL AND m _ SET FINISH GRADE AS WIDTH OF I I L.L UJ TOO EARLY OR TOO LATE AND PROPER GERMINATION IS NOT REALIZED PRIOR TO FALL DORMANCY, THEN RESEEDING SHALL 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE PLANE WITH =III= SOIL AMENDMENTS, AS SPEGIFIED. BAGKFILL UJ Q c BE APPLIED IN EARLY SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARCH AND MID MAY. THIS PLANTING SPEGIFIED 6" ROOTBALL 6" LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH 1IIIIII11 IN 6" LIFTS, WATER EACH LAYER, DO NOT Q O o ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH 11II III TAMP OR OVER COMPACT. UJ a TIME PROVIDES THE OPTIMUM WEATHER GONDITIONS FOR SEED GERMINATION AND SEEDLING SURVIVAL RATE. SEEDING AFTER GRADES. LIMIT FINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE I I I11I1 GONGRETE FOOTING AS N III III : Ilk E NOVEMBER 20, 'DORMANT SEEDING' INSURES THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER FUTURE. SPEGIFIED III- . Ilk NOTE: CONSTRUCT 6 MOUND OF TOPSOIL T TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND -(III 6" AGGREGATE BASE I. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. � ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT GREATE MUDDY SOIL. NOTES: =IIIIll.- E N a. BEFORE PLANTING, OBTAIN LANDSGAPE ARCHITECT'S ACCEPTANCE OF FINISH GRADING; 1 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL UJ o WATER I. REFER TO LAYOUT PLAN FOR MOW STRIP -III1 1= GOMPAGTED SUB-GRADE 6ROUNDGOVER BEDS. RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. LOCATIONS. SHRUB PLANTING > � THE CONTRACTOR WILL PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER SEED GERMINATION. -III=III III I 2. SCORE JOINTS @ IO' O.G. OR AT EACH POST. =1I Ii 1= WEED ABATEMENT NOTES■ 3. INSTALLATION TO BE COMPLETED IN 5 FERTILIZATION ACCORDANCE WITH MANUFACTURERS 32" 3 NOT TO SCALE 6 FERTILIZATION IS NOT RECOMMENDED FOR REGLAMATION SEEDING DUE TO PROMOTION OF WEED GOMPETITION. IF WEEDS SPEGIFIGATIONS. ARE APPARENT, GONTAGT LANDSGAPE ARGHITEGT FOR WEED REMOVAL REQUIREMENTS. 4. VINYL FENCE COLOR TO BE DIRECTED BY 0 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS OWNER. PERFORMED ON THEM PRIOR TO PLANTING OR HYDR05EEDIN6. D EROSION CONTROL 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH @ROUND-UPA (GONTAGT HERBIGIDE) VINYL FENCE PANEL Lu UNDER NORMAL GIRGUMSTANGES AND ADHERENCE TO THE GONSTRUGTION PRAGTIGES DESGRIBED IN THE SPEGIFIGATIONS, OR APPROVED EQUAL. 2 THE ABOVE RECOMMENDED EROSION CONTROL MEASURE SHOULD PROVIDE A STABLE SLOPE CONDITION. TO AVOID 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. SCALE: I/2 -O" INGIDENTAL EROSION, IT IS IMPERATIVE THAT THE SLOPES, ONCE PREPARED, REMAIN UNDISTURBED UNTIL SEEDING GERMINATES 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC, IRRIGATION SYSTEM FOR A PERIOD OF AND IS ESTABLISHED. FOURTEEN (14) DAYS. AT GONGLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING SHRUB HAND TAMP 2" THICK ASPHALT PAVING TOP COURSE PER ISPWG FOR THREE TO FIVE (3-5) DAYS. EDGES SEG. 810 WITH AGGREGATE MEETING ISPWG SEG. 803. W W y v AN 50% VEGETATION COVER IS RECOMMENDED TO CONTROL EROSION. SURFAGE GONDITIONS SHOULD BE MONITORED "a Q 09 a=-97 W 5. APPLY SECOND APPLICATION OF @ROUND-UPA TO ALL EXPOSED WEEDS. APPLY IN STRICT 24" - 48" DIAMETER STRAIGHT o o I. a► O DAILY. IF EROSION DETRIMENTAL TO THE SLOPE IS OBSERVED OR ANTICIPATED DUE TO EXGE551VE RAINFALL, REMEDIAL GONFORMANGE WITH MANUFACTURER'S SPEGIFIGATIONS AND INSTRUCTIONS. DO NOT WATER BOULDER, AS SPEGIFIED, 4" THICK - 5/4" MINUS CRUSHED AGGREGATE BASE �` 1, y m°o°� c MEASURES SHALL BE IMPLEMENTED AS REQUIRED. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN FOR FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. LOCATE PER PLANS CONTINUE COURSE MEETING ISPWG SEG. 502 � \ Z W z ADDITIONAL REQUIREMENTS. BASE GOURSES �� " y v o W-o 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR �� p In R i Q C W W � SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. GOMPAGTED SUBGRADE 6 BEYOND 12 MINIMUM q5% COMPACTED SUBGRADE, A m - a o m 0 7. AT THE TIME OF PLANTING AND HYDR05EEDIN6, ALL PLANTING AREAS SHALL BE WEED FREE. AS REQUIRED EDGE OF QUALIFIED 6EOTEGHNIGAL ENGINEER SHALL VERIFY C� w o°Q�2� C ASPHALT THAT OR6ANIG5 AND SUFFIGIENT STRIPING HAVE :i??W g TOPSOIL NOTESBEEN REMOVED PRIOR TO PLACEMENT OF MATERIAL. a O BARK MULCH, AS TOPSOIL o ; r IRRIGATION NOTES." SPEGIFIED r ` "� REVISIONS I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF - PERENNIALS \ o��o coo q� No. Date Description STONES 1/2 INGH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. I. ALL LANDSGAPED AREAS SHALL HAVE AN AUTOMATIC, UNDERGROUND SPRINKLER SYSTEM a C \ \ \ � 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE WHIGH INSURES GOMPLETE GOVERA6E AND PROPERLY ZONED FOR REQUIRED WATER USES. i �� O o FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. �V�,�\ 0 OTHER LITTER, AND FREE OF ROOTS, STUMPS, ORGANIG MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SGREENED TO ACHIEVE THIS 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INGHES AT LAWN REQUIREMENT. AREAS AND 18" AT PLANTER BEDS. PROJECT NO.: 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. 1I11I111111111111 GOMMERGIAL OR GOVERNMENT AGENCY AND GOPIES OF THE TESTING AGENGY'S FINDINGS AND RECOMMENDATIONS ANNUALS, PERENNIALS GROUND GOVERS OR SHRUB MA55IN65 SHALL HAVE A POP-UP � „III- 19048 SHALL BE FURNISHED TO THE ARGHITEGTS REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE SPRAY SYSTEM. - IHII 11 11 1 1 - ASPHALT WALKING PATH DRAWN BY: AMENDED TO ACHIEVE SPEGIFIED PH AND OR6ANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL GOMPLETION TO 5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM 1 l 1 11 1 z ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLAGED WHILE IN A FROZEN OR MUDDY CONDITION. CONTROLLER REQUIREMENTS ARE AS FOLLOWS: S ala: �/4 -O" KH O U 4. PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS SGHEDULED. PLACE TOPSOIL DURING DRY a. PREGISE INDIVIDUAL STATION TIMING NOTES: CHECKED BY: C WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFAGE TO PROPOSED FINISH GRADE, AS b. RUN TIME GAPABILITIES FOR EXTREMES IN PRECIPITATION RATES JB REQUIRED. c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE I. NOTIFY LANDSGAPE ARGHITEGT WHEN PLAGING BOULDERS FOR APPROVAL. 0 5. GOMPAGTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: d. SUFFIGIENT MULTIPLE GYGLES TO AVOID WATER RUN-OFF 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. DATE: 00 A. LAWN AREAS: 12 INGHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING 3. GLEAN BOULDERS OF DIRT AND LOOSE DEBRIS. � B. PLANTER BEDS: IS INGHES MINIMUM STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE 4. WHEN PLAGING BOULDERS, BURY 4 TO � OF BOULDER BELOW FINISH GRADE. 03/24/2021 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL HYDRO-ZONES. 5. DO NOT SGAR OR DAMAGE BOULDERS. Q DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE 6. WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF (6), o PAVEMENTS AREAS FOR SOD AND I" FOR SEED. WATER TO RESPECTIVE HYDRO-ZONES. (2) WILL BE LARGE, (2) WILL BE MEDIUM, AND (2) WILL BE SMALL). SHEET NUMBER 10 A 7. TOPSOIL STOGKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD T 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN GOVERA6E WITH TRIANGULAR SPAGIN6. BOULDER INSTALLATION I N L1.7 0 PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS ^ o' PROPOSED LANDSGAPE AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. SURFAGES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). `{J GONTRAGTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSGAPE ARGHITEGT AND OWNER FOR APPROVAL 9. PROVIDE MINIMUM (1) QUIGK COUPLER VALVE PER EACH (6) AUTOMATIC VALVE ZONES. SHRUB / PERENNIAL BED NOT TO SCALE PRIOR TO ANY EARTHWORK OPERATIONS. APPROVE Q.G.V. LOCATIONS WITH LANDSGAPE ARGHITEGT. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OF � I o o°oo g �gSTZ 0 oOo 00 0 o0 o r+ o� LA-16536 o WHEN PRESENT: BUD °o o° 0 POINT (A MINOR o°0 3/24/20 'oo° w CROOK ABIN OVE EHTRUNK SO� LIFNEALAR WHERELSTEM(T SSUEING ATJUST °ooOo 04,0 00° W TRANSITIONS INTO ROOT TISSUE) TO 00 ° o 0000° SOIL LINE) TO BE o APPROXIMATELY I Y2" BE AT SOIL LINE. x PREVAILING WIND o ABOVE THE SOIL ROOT PROBE LINE DIRECTION it a w w O O Q M SOIL LINE q 1 q iv REMOVE DEAD/DAMAGED BRANCHES co 0 AND PRUNE TO INTERNATIONAL " °D 0 CO a_+ U7 'C -O CU 0 0J SOCIETY OF ARBORIGULTURE .5 ' ° `9 n z a co- STANDARDS; IMPROPERLY PRUNED a can) (ao C o `Lo (D i TREES (AS DETERMINED BY THE m 0 o co 0 5 w co 0 -r- - °LaoN oU o r LANDSCAPE ARCHITECT) SHALL BE -a o C) mz 3 0 � Z HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT v -J w` -i 3 L cc) co 0 BE 2" MAXIMUM N REMOVE MAIN LEADER!! 3 LL a co CD A w BELOW SOIL LINE. UTILIZE SOIL/ROOT RUBBER GINGH TIE Z PROBE AROUND µ w L TRUNK (APPROX 1"-2" 2"x 2" WOOD STAKE (LENGTH AS o AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE TO LOCATE HIGHEST FOOTBALL. SEE NOTE I. SET STAKES , o ROOTS. CD PARALLEL TO PREVAILING WIND. Z a Q C) REMOVE TREE WRAP TRUNK Z J PROTECTION, AFTER INSTALLATION v 0 CONSTRUCT 2" EARTH BERM AT EDGE o Z w OF ROOTBALL, FILL TREE RING W/ F Q MULCH, AS SPECIFIED. to m I o K p 3" THICK MULCH LAYER, KEEP MULCH o REMOVE BURLAP, ~ 3" AWAY FROM TRUNK. ' w TWINE, AND WIRE FINISH GRADE BASKET FROM TOP 213 OF FOOTBALL, �� A� GOMMERGIAL SLOW RELEASE REMOVE ALL NAILS, Q w FERTILIZER TABLETS TIES, AND PLASTIC / / FROM FOOTBALL. IF -III7rN SIDES OF HOLE ROUGH ff UNEVEN z SYNTHETIC BURLAP IS �\ \ x UTILIZED TO WRAP Copyright 2021 Z BAGKFILL WITH APPROVED TOPSOIL AND SOIL AMENDMENTS AS All rights reserved. Reproduction or use in any form o THE ROOTBALL, I T ! or by any means without written permission of SHALL BE SPECIFIED. BAGKFILL IN 6" LIFTS, Breckon Land Design,Inc.is unlawful and subject to 0 COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP criminal prosecution. w J REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL W BIODEGRADABLE 5' MIN. DIA. SOIL EVEN W/ TOP OF ROOTBALL, z BURLAP SHALL BE TREE RING DO NOT OVER COMPAGTII o LEFT ON THE BOTTOM z OF THE FOOTBALL. SET FOOTBALL ON NATIVE, a NOTES. UNDISTURBED SOIL w 0 I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS O RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT z FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. o I..I 2. IN THE EVENT OF A QUESTION OR LACK OF GLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROGEEDING. Q 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION o OF PLANT MATERIAL. _ 4. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. W Q IN I o 5. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT ` V w BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND r n O r EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL C vn CO ` REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. J o DECIDUOUS TREE PLANTING = w 00 Q ° G (TYPICAL FOR TREES 3° CALIPER OR LESS) NOT To sC�ALE wow N WHEN PRESENT: BUD = 0 ♦ ^ ROOT FLARE/GOLLAR (SWELLING AT vJ Q POINT A MINOR CROOK IN THE TRUNK SOIL LINE WHERE STEM TISSUE JUST ABOVE THE TRANSITIONS INTO ROOT TISSUE) TO = Q SOIL LINE) TO BE APPROXIMATELY I YY BE AT SOIL LINE. ^ o = ABOVE THE SOIL ROOT PROBE � � PREVAILING WIND n y DIRECTION 0UJ F � LINE ,y4y �,t SOIL LINE -? hUJzU CDiv ,�,_��;��>-��, REMOVE DEAD/DAMAGED BRANCHES Q AND PRUNE TO INTERNATIONAL = J SOCIETY OF ARBORIGULTURE --e STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE J� �= ' _�< = 1,• LANDSCAPE ARCHITECT) SHALL BE HIGHEST ROOT SHALL g Tt ' `= d REMOVED AND REPLACED. DO NOT BE 2" MAXIMUM �.�� '�� REMOVE MAIN LEADER!! w BELOW SOIL LINE. �, � � `2 Q CD UTILIZE SOIL/ROOT ;: RUBBER GINGH TIE �nY ►�' E PROBE AROUND '' ; �0 T TRUNK (APPROX I -2 �, �� =a y�;,�`;� �as� 2"x 2" WOOD STAKE (LENGTH AS N w_., 11 ;k � 11 xy AWAY FROM TRUNK) �a� k � ��,� REQUIRED)—DO NOT PENETRATE UJ TO LOCATE HIGHEST Il " a .� ROOTBALL. SEE NOTE I. SET STAKES • ,—i y 'Js�t�^� ROOTS. `s,�, p PARALLEL TO PREVAILING WIND. REMOVE TREE WRAP TRUNK Q r n a PROTECTION, AFTER INSTALLATION �` `'�' REMOVE BURLAP, CONSTRUCT 2" EARTH BERM AT EDGE `o TWINE, AND WIRE OF FOOTBALL, FILL TREE RING W/ BASKET FROM TOPS ��° �2VPMULCH AS SPECIFIED. LLJ OF FOOTBALL, c1f w w w 'rsi REMOVE ALL NAILS, . ouj 0 S; )(14 � 3" THICK MULCH LAYER, KEEP MULCH 5 TIES, AND PLASTIC N w 0 o Qt 5" AWAY FROM TRUNK. ` FROM FOOTBALL. IF J N(If SYNTHETIC BURLAP IS o FINISH GRADE ` UTILIZED TO WRAP U- \/\/\/\ / / / r; / / /\/ /\ COMMERCIAL SLOW RELEASE �' �W V THE FOOTBALL, IT - V//V//V// ////V/ V � a o 0 o Z o SHALL BE Q w VA//AA//AA// � jAAj/AA.: .AAj/AA ////A//AAj/A FERTILIZER TABLETS y L z � �m%�o�� REMOVED.COMPLETE ONLY -III \/VAA VA\ SIDES OF HOLE ROUGH UNEVEN �� ?� U. z BIODEGRADABLE V�\ �� z a a Q k W w BAGKFILL WITH APPROVED TOPSOIL m a o a o m BURLAP SHALL BE I C� w o %�Z� Z o _III AND SOIL AMENDMENTS AS ,,Q W rn LEFT E THE BOTTOM SPECIFIED. BAGKFILL IN 6" LIFTS, C � OF THE FOOTBALL. -�� III III I WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL SOIL EVEN W/ TOP OF ROOTBALL, REVISIONS j 5' MIN. DIA. TREE RING DO NOT OVER GOMPACTII No. Date Description r Q SET FOOTBALL ON NATIVE, Q NOTES. UNDISTURBED SOIL I. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF PROJECT NO.: WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING 19048 CD SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. B 6' 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE DRAWN BY: z LANDSGAPE ARCHITECT BEFORE PROGEEDIN6. KH 5. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF O PLANT MATERIAL. CHECKED BY: 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE JB U > EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. U 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. DATE: 00 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT 03/24/2021 o IMMEDIATELY. CONIFEROUS TREE PLANTING SHEET NUMBER O 2 NOT TO SCALE T A L1.8 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LAVENDER HEIGHTS SUBDIVISION NO. 2 C MERIDIAN,IDAHO-2021 NORTH 16 1 17 Q 18 / 15 1 _ o o ------------ ----------- LOT 16 E V ACES�E St / /< " ( DRIVEWAY 20.00' j � CDo _- o z 16 1 15.00' 0 o w m o I 0 o 23 N 22 LOT 21 1 5.00, i DRIVEWAY j LOT 20 1 DRIVEWAY 5.00,r 5.00, 1 24 0 BNIIOING / 15.00' RIENTq Tl l ON B(I"I 21 ORIEN NG / / Tq T/ I \ i 5.00, 5Op 20 ON / OREAI /� ; ; N BLOCK 1 18 1 R4�R�TF l .oB oe PROJECT NO. DWYE EXHIBIT LAVENDER HEIGHTS SUBDIVISION NO. 2 DWG FILE DWY IXHIBIT DESIGNED BY BT MERIDIAN,IDAHO CIVIL INNOVATIONS, PLLC DRAWN BY BT 1043 E.PARK BLVD STE 101 CHECKED BY BT BOISE,ID 83712 ISSUE DATE 03/26/2021 PHONE:(208)884-8181 SCALE AS SHOWN DRIVEWAY EXHIBIT www.eivii-innovabons.com SHEET 1 OF 1 LAVENDER HEIGHTS SUBDIVISION NO. 2 BOOK , PAGE LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SECTION 32, T.3N., RA E., B.M. LINE TABLE LINE TABLE LINE TABLE CITY OF MERIDIAN, ADA COUNTY, IDAHO LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION 2021 L1 31.50' S8949'51"E L27 75.00' N14'26'52"E L53 40.00' N7533'08"W CURVE TABLE L2 31.50' S89'49'51"E L28 75.00' N14'26'52"E L54 40.00' N75'33'08"W CURVE # LENGTH RADIUS DELTA BEARING CHORD L3 31.50' N14'26'52"E L29 75.00' N14'26'52"E L55 40.00' S75'33'08"E SW 1/16 C1 24.92' 100.00' 14'16'43" N7'18'30"E 24.86' L4 31.50' N14'26'52"E L30 75.00' N14'26'52"E L56 40.00' S75'33'08"E PLS 8575 S89'49'S- C2 94.25'1"E 1340.54' 60.00' 90'00'00" N30'33'08"W 84.85' L5 31.50' N14'26'52"E L31 75.00' N14'26'52"E L57 40.00' S75'33'08"E - - - - _ CS 1116 PLS 14221 C3 47.12' 60.00' 45'00'00" N36'56'52"E 45.92' L6 31.50' N14'26'52"E L32 75.00' N14'26'52"E L58 40.00' S75'33'08"E C4 47.12' 60.00' 45'00'00" N81'56'52"E 45.92' L7 25.00' S14'26'52"W L33 150.00' N14'26'52"E L59 40.00' S75'33'08"E C5 19.24' 91.50' 12'03'02" S81'34'39"E 19.21' L8 20.00' S75'33'08'E L34 150.00' N14'26'52"E L60 40.00' S75'33'08"E LAVENDER HEIGHTS SUBDIVISION NO. 1 I C6 14.43' 20.00' 41'20'03" N66'56'09"W 14.12' L9 16.50' S30'33'08'E L35 150.00' N14'26'52"E L61 40.00' S75'33'08"E BOOK PAGES ______ C7 22.88' 43.00' 30'29'28" S61'30'52"E 22.61' L10 25.00' S89'47'24"E L36 10.00' S75'33'08'E L62 40.00' S75'33'08"E C8 48.08' 43.00' 64'03'35" N71'12'37"E 45.61' L11 21.21' N30'33'08"W L37 10.00' S75'33'08'E L63 100.00' S14'26'52"W E. BRACE DR. Z C9 40.54' 43.00' 54'00'57" N12'10'20"E 39.05' L12 21.21' S59'26'52"W L38 10.00' S75'33'08'E L64 100.00' S14'26'52"W z o o � i C10 14.43' 20.00' 41'20'03" S5'49'53"W 14.12' L13 15.00' N14'26'52"E L39 10.00' S75'33'08'E L65 100.00' S14'26'52"W 0 o m ^ C11 13.52' 91.50' 8'27'50" N22'15'59"E 13.50' L14 3.58' N89'58'24"W L40 10.00' S75'33'08'E L66 100.00' S14'26'52"W �o 110.00' o- a � w C12 5.73' 91.50' 3'35'13" N16'14'28"E 5.73' L15 28.50 N7533'08"W L41 10.00' S75'33'08"E L67 100.00' S14'26'52"W Fc) $89°49'51"E S89°49'51"E 200.15' I a L16 28.50' S75'33'08'E L42 55.00' S75'33'08'E L68 100.00' S14'26'52"W cn � C13 47.02' 91.50' 29'26'35" NO'16'25"W 46.50' JJJ 6600 sf L44 8� L' L2 137.15 1 Z I N w C14 56.00' 91.50' 35'04'08" N32'31'47"W 55.13' L17 55.00' S75'33'08"E L43 23.62' NO'12'02"E L69 100.00' S14'26'52"W w SEE NOTES 9 & 70 o O5 o zo w Y L18 55.00' S7533'08°E L44 60.00' NO 10'09"E L70 100.00' S14'26'52"W > S$9'4F_ o o II I N C15 29.1T 91.50' 18'15'54" N5911'48"W 29.05' Q 9599 sf > I z w m 0 110.00� fill _S8T49'S1"E I rn m icl� C16 11.53' 91.50' T13'23" N71'56'27"W 11.53' L19 55.00' S75'33'08"E L45 60.00' NO 10'09"E L71 100.00' S1426'52"W Z I o 12 I �70' 137.11 1 o I L20 55.00' S7533'08"E L46 20.00' N14'26'52"E L72 100.00' S14'26'52"W cn J z o 6600 sf -' r1) c N C17 32.77' 131.50' 14'16'43" N7'18'30"E 32.69' W I SaT49�1"E - I o CCD cv w m o I lm ao 0 6 0 a C18 17.07' 68.50' 14'16'43" N7'18'30"E 17.03' L21 55.00 S75'3308E L47 40.00 N75'3308W L73 100.00 S14*2652W N I N 1 110.00' � Q r- 9596 sf �ll = a CD C, "' S8T49'51"E 1 cal U I L22 55.00' S75'33'08"E L48 40.00' N75'33'08'W L74 100.00' S14'26'52"W o I w o 13 o N Q _ o w I C19 44.77' 28.50' 90'00'00" N30'33'08"W 40.31' m i o 6600 sf Z ' 137.07' 04 z l N I o I °0_S89.051�E 1 T o Yo I C20 44.77' 28.50' 90'00'00" N59'26'52"E 40.31' L23 75.00' N14'26'52"E L49 40.00' N75'33'08'W L75 100.00' S14'26'52"W I N o v 110.00 1 o J w O rn N J m L24 75.00' N1426'52"E L50 40.00' N75'33'08'W L76 100.00' S1426'52"W w Z o 0 14 0 0l Q rn 2459 sf rn L25 75.00' N14'26'52"E L51 40.00' N75'33'08'W L77 100.00' S14'26'52"W z C, m 6600 sf z m 0' o i 589'4�51i 1 I C/) 13792' S89°47'58"E 180.00' jL26 75.00' N14'26'52"E L52 40.00' N75'33'08"W L78 100.00' S14'26'52"W w Yo r 110.00' S89'47'58"E 150.13' 166.89r 0 o' So' 100' 200' J m �6673 sf �� ® 0 _� _I NOTES LEGEND S$9'4�'51 "'J h 78166 sf cq cq 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,LAVENDER HEIGHTS „ _ I , " N 112.54' 2 00 o HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC SCALE: 1 - 100 N14°26 52 E -M O �' ^ r, STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH ® FOUND ALUMINUM CAP 0 16 sT3 s, �68.04 L 1j 8086 STZ / `14 S8n7'24'E 166.8T LOT. MONUMENT �5'330" co 31'5u 31.5' BLOCK 9 Uj N L10 - 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR FOUND BRASS CAP N75°33'08"W J N o o 141.89' 10' PUBLIC UTILITIES,LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER O MONUMENT 23.13' 89•51. "� co `� 10 r 11 THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR 17 ,�Z4.51'230 ��`L o Z °�°� o N 4789 f o SUBDIVISION BOUNDARY. FOUND 1/2" REBAR, 12101 sf 2 ��i o Co N to 0 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE PLS 11118 E N� z 152.49'-- RE SUBDIVISION. FOUND 5/8" REBAR AS NOTED OC �� Z S89 4Z24� - ® PLS 11118, OR AS NOTED 5' �0p� /4000 O� ST 5,53 8 uM 1g8 99 16 CAS � - 141.89 - 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT N0. i 11 /40.00' J SET 1/2" REBAR WITH PLS 2 oo / 12 / /4p•00' 0 12 0 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS O ��13 4000, �'� C. INSTRUMENT N0.2020 106343. 11118 PLASTIC CAP / 14 740.00' 3r 9084 sf / ^ / 15 14000, 4 �, S8947'24_'E 6-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER ® SET 5/8" REBAR WITH PLS o 0 0 / 16 / 0.00' .� UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. o S(4ZJ 5 o / /r o o �/ 17 �� 112 08' - 11118 PLASTIC CAP / 18 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL OPERATION, L49J I- ~ o G' 13 0 _ o - SECTION LINE C5pJ BLOCK 65, �/ / o ^ 19 O ,�, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED W N r`622 C61 A<<EY�P(/ L51J / /Jo J o N 7804 sf M ¢ CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN - - CENTER LINE p o d 10 ell L52 5� S' o / h d S8�4T24"E� o J ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. a z ro0 / 11 A60 (5 RIGHT L53-1 5 �' o ' ^ z - - EASEMENT LINE AS NOTED l r 9 OF C5 J Ni Q 117.66 � THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION W o / / 12 2 rL58 WAY) 4 �15 1 OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. o % /o o � d / 13 (SZ o Q w O o PUBLIC UTILITY, IRRIGATION z 7 � / 14 S �5 c`� l� cv 14 0 �/ / 15 6 3� cv o cv 8-LOT 18 OF BLOCK 5,LOT 19 OF BLOCK 6,LOT 17 OF BLOCK 8 AND LOTS 10, 17,19 AND 22 OF BLOCK 9 ARE DESIGNATED AS COMMON & LOT DRAINAGE EASEMENT, o -"5 w = ^ 8858 sf o AREA LOTS TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS, 0 4 / o 0 16 1� S8�4T24'E O.pO' s� o o ^ / Oo 7 L16 V SEE NOTES 1 & 2 CO / CO / 17 co -L,/ r- AND ARE SUBJECT TO BLANKET PUBLIC UTILITY,DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOTS 10&17,BLOCK 9 ARE CP&F INST. NO. S75°33'08"E 0 4p oo'l 4Q0p' �O,/ BLOCK' 5 0 / oo / OI 10 r 135.43' ON CROSS ACCESS/COMMON DRIVEWAY LOTS DESIGNATED TO PROVIDE ACCESS TO ADJACENT LOTS 9,11, 18,20 AND 21,BLOCK 9. USE ACHD STORM WATER 2014-098053 15.00 40,p0/ / o / ro o (� h o AND MAINTENANCE OF SAID DRIVEWAY LOTS SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS TO BE RECORDED FOR THIS DRAINAGE EASEMENT LINE, 0 40.0 0 ^ 15 o SUBDIVISION.ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. SEE NOTES 9 & 10 1�4 ADA COUNTr HICHWAY DIsrRICT �' E VAS 0 40.0p ( 31.5' 3CIO 070.3 sf PERMANENT STORM GRAIN EASEMENT E 40. J 0 1.5' fo' 9-PORTIONS OF LOTS 11, 12,26-30 AND 34 OF BLOCK 8 AS SHOWN HEREON ARE SUBJECT TO AN EXISTING ADA COUNTY HIGHWAY 31 32 INSTR. NO. 2027-078779�� >>- N�533�8$OBE 0p' cti v S89� 72 - SUBDIVISION BOUNDARY LINE SEE NOTES 9 & 10 5 SEE w 320 - S�• V� ^_ DISTRICT PERMANENT STORM DRAIN EASEMENT RECORDED AS INSTRUMENT NO.2021-018179,RECORDS OF ADA COUNTY,IDAHO. 34 �/ 550p 55• NOE/0 00' o v 153.39 10-PORTIONS OF LOTS 11,12,26 THROUGH 30 AND 34 OF BLOCK 8 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER LOT LINE O N /vi O 31 00', o C4 O DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER o ^4725 C., Ou, �� 16 ADJACENT PROPERTY LINE C17- " / 30 55.0p rn w DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA COUNTY, cn;V 4725 sf ^ m 2 55.0 �� ' 101.85' 73306 sf 000 AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT" THE MASTER EASEMENT d / � 27 � 0 NQ53 ' ( > 18 LOT NUMBER Z �0 33 "� �18 4725 sf /� Oo 26 CS-C6 �2827 f 308"�i AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER o O / - 4725 sf'`/ C> G 14 - 6�23'J EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. s' l�5625 sf 32 / / � N 23 . ) C8 0.00' 17 r� // co / 29 \�20� 4725 sf 22 N6p 00'� O �N89'4T24"W 11-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION Nl_LA/V 0 5625 sf O J / f21- 4078 sf N l N1533'�60:0p 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR �p� OSG CD 65.00' L 0 28 ti v 08" 5 1 S T N I I N�533, 65.0p,� l 5625 sf �S,O l �22� 21 / W ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. �g �G ERF �pL z 08-w 5' 5625 sf 4 / 25 / ^^ /�" 20 / /� 18 12-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE O to 68. 65 00'� 24 �u "' R ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT SUBMITTAL. < 34 w L65 / 5625 sf of % �� ./ 5" CLINTON W. HANSEN a 8 0 m 3 O o ,`0� 0p'J 5625 sf 9 -3 13-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. w- -N 19 6 65 00'_I L 20.00'^ lz z l h 16351 sf o; PLS 11118 Nj, o o C� 0 0' ro /� 14-THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED _ z °O z �� EMENT FAR $Z533�8�E 00' 2 BLOCK / / / 0� NORMAL GROUNDWATER ELEVATION. OF m N LTE05 5�2.41' 0'00' L 5� o �' o I N�5' ' 32526 sf 2a8a sf 60.00'L POINT OF �� W. �� J 3,3p8 W 7j \ 1s 11°•�5'� BEGINNING �40. ' � 321.23' �� L14 to N89'58'24"W 1249.28' 20' SIDEWALK EASEMENT --N89'58'24"W 324.81' w � � � O futf� � LAVENDER HEIGHTS SUBDIVISION NO. 1 ADA coUN HiLwAYDisTRrcT `� o SURVEYORS NARRATIVEis 1331.91' BOOK ___, PAGES ____________ oO PERMANENT EASEMENT, o ^ 31 32 S89'57'01"E E. LAKE HAZEL RD. S89'58'24"E 1331.96 INSTR. No. 2021-018177 z 32 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO Land Surveying and Consulting 6 5 W 1/16 CP&F INST. N0. CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED SUBDIVISION 231 E. 5TH ST., STE. A CP&F INST. NO. PLS 11118 BOUNDARIES OF BLACKROCK SUBDIVISION NO.1,IMPRESSIVE EAST RIDGE SUBDIVISION 2015-011236 111066375 NO.1,LAVENDER HEIGHTS SUBDIVISION NO.1,INFORMATION FROM RECORD OF MERIDIAN, ID 83642 SURVEY NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. THE SURVEYED (208)288-2040 fax (208)288-2557 MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE www.landsolutions.biz ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB NO. 17-55 SHEET 1 OF 3 ^ rL,g,� [_� rQ E. AMITY ROAD NORTH C a LAVENDER HEIGHTS SUBDIVISION NO . 2 LU 0 Cj cm MERIDIAN, IDAHO - 2021 LOCATED IN THE SE 114 OF THE SW 1/4 OF SECTION 32, � T.3 N., R. 1 E.,B.M., MERIDIAN,ADA COUNTY,IDAHO COD C ■� y y o Z T T O w °_° � OU - IEEE \ ~ CO -CD O M ��j1wJ m Q c aY < CZO NJ � O � O lil > GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES CO) m M � C tl O 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE NEW YORK IRRIGATION DISTRICT. Z r WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. - MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) CONTROLLING STANDARDS OR SPECIFICATIONS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. PR0.1 ECT SITE 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS WATER NOTES LAVENDER HEIGHTS READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. SUBDIVISION NO. 2 CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER IS RESOLVED. 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE - - - - - E. LAKE HAZEL ROAD 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL N0.1. TIMES. 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR 6. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND TO START OF WORK. WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALLVICINITY MAP OUTSIDE THE PUBLIC RIGHT-OF-WAY. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). NOT TO SCALE REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 7. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY � CONSTRUCTION SHEET INDEX WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SON AL NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387 6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 1 OF 15 C.100 TITLE SHEET AND CONSTRUCTION NOTES � �ISTEh, f 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 9. ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON WASTEWATER RULES(IDAPA 58.01.16). 2 OF 15 C.200 STREET AND STORM DRAIN PLAN THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. 3 OF 15 C.201 STREET 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 4 OF 15 C.202 STREET PROAND STORM M DRAIN PLAN INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. ` 6 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7, SECTION 8200, OF THE 2017 ACHD 5 OF 15 C.300 GRADING PLAN I �� 00//?l�o 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. STORMWATER DESIGN GUIDELINES. 6 OF 15 C.301 GRADING PLAN PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7 OF 15 C.400 SEWER PLAN AND PROFILE / o F 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 8 OF 15 C.401 SEWER PLAN AND PROFILES J`4�IjN P `S�O 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS REPLACE THE ENTIRE ROADWAY SURFACE. AFFECTED CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 9 OF 15 C.402 SEWER PLAN AND PROFILE DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE PUBLIC WORKS S INSPECTOR. 10 OF 15 C.500 WATER PLAN RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF 11 OF 15 C.501 WATER PLAN CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 12 OF 15 C.600 IRRIGATION PLAN o LU 13 OF 15 C.601 IRRIGATION PLAN c C-) a 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD 14 OF 15 C.700 STREET AND STORM DRAIN DETAILS o z PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 15 OF 15 C.800 STREET LIGHT PLAN zo } CD Q m cn z > 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. LU z z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM w o z THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES o 3 CONSTRUCTION CONTACT INFORMATION 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE o 0 RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS � W SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. DEVELOPER ENGINEER SURVEYOR z o � a ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 2, THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, THE WESTPARK COMPANY CIVIL INNOVATIONSCc: Uj, PLLC LAND SOLUTIONS, PA o 0 z 0 0 UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. Cn AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS CD C z 2463 E.GALA ST.,STE.120 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A w LU NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL z °O ( ) MERIDIAN,ID 83642 BOISE,ID 83712 MERIDIAN,ID 83642 � cc BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA PHONE:(208)888-9946 PHONE:(208)884-8181 PHONE:(208)288-2040 a z 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). EMAIL:TAYLOR@WESTPARKCO.COM EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:CHANSEN@LANDSOLUTIONS.BIZ cc u, a o C/) = = 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE `" oz A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH BENCH MARK AND DATUM DATA SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). DATUM DATA HORIZONTAL: NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A VERTICAL:NAVD 88 ■ STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD O STORMWATER DESIGN GUIDELINES. Z y w t� O 0 z z m O CD = U Q Q cc STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND y - � z z ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE �d W PROPOSED WATER LINE AND VALVE y Q_ � ABAN Abandon EVC End of Vertical Curve POC Point on Curve PROPOSED PEDESTRIAN RAMP DETACHED - a� , � Q ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK - W EXISTING WATER LINE AND VALVE AC Asphalt Concrete FG Finished Grade PP Power Pole CENTERLINE ATTACHED PROPOSED DOUBLE WATER METER SERVICE LINE = W ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED E PROPOSED SINGLE WATER METER SERVICE LINE w ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP ti c= EP EXISTING EDGE OF PAVEMENT DETACHED EXISTING DOUBLE WATER METER SERVICE LINE BC Beginning of Curve FS Finished Surface PVMT Pavement WITH ATTACHED SIDEWALK w BCR Beginning of Curb Return GALV Galvanized R Radius 0+00.00 CENTERLINE STATIONING EXISTING SINGLE WATER METER SERVICE LINE J F- BK Back GB Grade Break RB Ribbon Curb = BM Bench mark GIRR Gravity Irrigation RC Roll Curb PROPOSED VERTICAL CURB '^ PROPOSED FIRE HYDRANT BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way PROPOSED CONCRETE VALLEY GUTTER BW Back of Walk GM Gas Meter RL Roof Line PROPOSED ROLLED CURB - EXISTING FIRE HYDRANT CB Catch Basin GR Grade RR Railroad PROPOSED REVERSED VERTICAL CURB ® PROPOSED CONCRETE THRUST BLOCK W CF Curb Face HOPE High Density Polyethylene Fit Right PROPOSED VERTICAL TO ROLLED CURB o o -- -- PROPOSED SEEPAGE BED WITH cf Cubic Foot HORIZ Horizontal S Slope TRANSITION SECTION MONITORING WELLS ® EXISTING CONCRETE THRUST BLOCK Q CL Centerline HP High Point SB Seepage Bed EXISTING VERTICAL CURB Z CO Clean-Out(Sewer) INCL Including SO Storm Drain o o PROPOSED SAND AND GREASE TRAP SEWER PLAN LEGEND CONC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING ROLLED CURB W CONN Connection IP Iron Pipe Dimension Ratio EXISTING SAND AND GREASE TRAP SC SERVICE CONNECTION CONST Construct,Construction IRR Irrigation SEC Section 2645 PROPOSED 5'CONTOUR ® PROPOSED DROP INLET SL SERVICE LENGTH (. E IDIAN -- Q COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) 2644 PROPOSED 1'CONTOUR CTV Cable Television Works Construction SG Sand and Grease Trap EXISTING DROP INLET SI SERVICE INVERT ELEVATION IDAHO CY Cubic Yard L Length SP Signal Pole 2645 EXISTING 5'CONTOUR 10 Publicmoi DBL Double LB Pound SPRK Sprinkler SO PROPOSED STORM DRAIN LINE AND MANHOLE SS PROPOSED SEWER LINE AND STATION Works Department DI Drop Inlet LF Linear Foot SS Sanitary Sewer --2644---- EXISTING V CONTOUR Design&Construction Supplemental Specifications P ry SD EXISTING STORM DRAIN LINE AND MANHOLE SS PROPOSED SANITARY SEWER LINE AND MANHOLE DIA Diameter LP Low Point STA Station DRAINAGE SWALE PROJECT NO. 21-0204-LH2 DIP Ductile Iron Pipe LT Left STD Standard ��SS PROPOSED SANITARY SEWER LINE AND SERVICE ■ ■ ■ M DW Driveway MAINT Maintenance SW Sidewalk PROPOSED STREET SIGN ■ DWG FILE C.100 EXISTING STREET SIGN DWG Drawing MH Manhole SY Square Yard GRAVITY IRRIGATION PLAN LEGEND � SS EXISTING SEWER LINE AND MANHOLE G � � • • E Easting MW Monitoring Well TAN Tangent �L SS EXISTING SEWER LINE AND SERVICE r • •• • ` DESIGNED BY BT EA Each N Northing TC Top of Curb PROPOSED STREET LIGHT ■■ ■GIRR- PROPOSED GRAVITY IRRIGATION LINE AND BOX ■■ ■ ■ 0 DRAWN BY JTA EC End of Curve NO. Number TEL Telephone GIRR - EXISTING GRAVITY IRRGATION LINE NOTE ■ ■�■ r ECR End of Curb Return CHIP Overhead Power TOPO TopographyEXISTING STREET LIGHT - T■ � ■ � � ` �■ ■ � CHECKED BY BT EG Edge of Gutter PC Point of Curvature TRANS Transition DIRECTION OF SURFACE FLOW ■ ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical PRESSURE IRRIGATION PLAN LEGEND THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL Kii Whan below. I LN Mr 03,111 7 ISSUE DATE 03/01/21 EM Electric Meter PCC Point of Compound Curvature VB Valve Box PROPOSED TYPE II BARACADE __0 CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF • J HORIZ.SCALE AS SHOWN PIRR PROPOSED PRESSURE IRRIGATION LINE AND VALVE �I f( u ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve I PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR � dig. 7 ■ EP Edge of Pavement PE Polyethylene VERT Vertical PROPOSED TYPE III BARACADES -�- PIRR EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE r • • VERT.SCALE AS SHOWN PIRR Pressurized Irrigation WM Water Meter EXISTING BARACADE PIRR- PROPOSED CONCRETE THRUST BLOCK APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE ■ - ■ ■ YOU DIG,GRADE,OR EXCAVATE FOR THE - - PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE MARKING OF UNDERGROUND UTILITIES. ■ ■ ' ■■ ■ 100 SHEET 1 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.100(Title and Note Sheet).dwg - - - \ - / - \ 7 \ \B_LOCK8 \ Z a Z 8 - _ I _a _ a - 2755- \ \ 2753 / %\\ STREET AND STORM DRAIN PLAN I � \ � - _ ---i--- 3 �js6 1 z \ -2756 - 'h5_ Se / \ 1 / / / SCALE: 1" = 40'-0"HORIZONTAL ------ 2755.56 RC W 2758- - 11+00 \ \ I � EXISTING LAVENDER \ \ 11+40.19 \ I ( / h / 60 40 20 0 40 80 / \ HEIGHTS SUBD. NO. 1 \ \ a / ti� / / \ 2755.79 RC/GB/PT 0° 2755.79 RC/GB/PT M MATCHLINE - SEE SHEET C.201 \ I \ y- a I MATCHLINE - SEE SHEET C.201 \ CIVIL NORTH HORIZONTAL SCALE IN FEET / \ 11+34.30 � / 11+34.30 I \ � � � � � � fi � � � � � � ■ � � � -�■� � � . pu,xou�Ell� ll� llr TI � � ■ � 1 \ r Cj 2 \ 2756.76 RC/GB/PC_ / o I I I I I / - R / 11+09.38 r / 2758-rr } } - 27 � S6 + - _ rr o - 1 �/lC/E 2, 756.76 RC/GB/PC / I I \ // / / \ \ CONSTRUCTION KEY NOTES BLOCK 8 - 1+�4. VC \ l 11+09.38- - / ��h \ ?7 \ \ / / / / / INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, 2756,p _ - _ - _ \ 16 r p 58 3y RC \ - - I / ®I 2756.00 RB / / / AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. RC -/ 46. rr 17+35.62,137.49'L \ 1q+26 Q ?75g 33 50 63$0p / ;271 - _ - of /\ ❑\\ 2755.62 GB I / 30+00 0 { G/ 5, T 0 1 RC/8 0p' S6 INSTALL 5 WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. rr \o BE NC 5 '( \ 0+4q, VC l 95/tC \ �� \ �s ` 2756.40 RB / I ❑ T ONS \ ?75 5p 33.0p, I /EVC ,, s 17+34.43,132.04'L / / � o / COTE ST (Mq TON r 644 RC \ I 11+Q ��\- \\ \ \ i T T / l 1 1Q /gg 4.5p-- 2.0% /17+48.71, 142.61'L - / v INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD o0 1 1 \ EXISTING +36.5p /PT II 1 / \ ,r \ \ \ r E \ s r � \ \ 5.0' / / SUPPLEMENTAL SD-71 oC(6"THICK CONCRETE-SEE NOTE E). O F- N \ 10 o \ \ 2 275g.22F \ l / I! 2758, I 6o EXISTING RESIDENCE 2.5p' / 7 I N T � C; LLi \ +00\ o \ 2758 2�58. / I 7 $$RC TO REMAIN \ / / / I I 4 REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET p c i ap o +� 15 s7QC/C 26F( I I /BVC / 10 INSTALL 20'WIDE ASPHALT DRIVEWAY / I ❑ MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD > 00 2758 �� \ +1 p 56 B/P(,' r p+44 5 / \ xag BLOCIF 9 ` \ � 20 I00' J p o0 o/ SUPPLEMENTAL SD 303 AND SD 806. m 27S648 I /' 0 \ \ \ �Y I /SEE DETAIL ON DETAIL SHEET q I Q o 'EXISTINGSB -2758- > -1- \ 1. BOR,20, RC/GB / \ 10.00' w \ o / I 1 4 ,\ _\ \ \ \o Q \ \p \f BOR,20 1p+365pr-_ 4 �,�% \� \\\\\ \� \ I \ � I I Na_ Z5 w I § FUTURE 10'WIDE PATHWAY. \ \ \ ++ \2� , ° 2?5g 33 Z \ \ \ ^ ✓/ \ a / \ a' \ 2 ° - - - 2s8\ / o y S9\ \ , 2�5g 4p F( ?7$ I \ M \r Z m m J N N / ; 11 / I I O M m 2 Z 3 I \ o o \\�s ae i o� ( 8,72 f( N + \ \ \ \ � � c 3 / \ 3 ` \ a o o _\ o /2758.5 ,Q1°I ' // r 2758 74-1,�.05 ^ \ r N In M 2758.45 RB/PT / I o EXISTING LAVENDER - - \ +� 2,AC �" 15 $•Q \ co ago ca m j +g �N c� co ti 17+54.82,40.08'L / 4 HEIGHTS SUBD. NO. 1 - ( \ - 58.62 '°� M co ,r; v / I 5 _ 2j583pRC , \ l \� Acz�5g66q o + N + N + \ // 2758.81 RB / I STREET AND STORM DRAIN DATA 29+00 \ \ - B><OCK 6 \ 4+26.p5 I 1p+ / c ? ,. 20 r r ti 17+64.54,50.70 L 2 SEEPAGE BED NO.9 s s .. III \00 758 / ❑ E.PHENOMENAL ST. \ BEGINOO ' 1650'R / / 0 78(/p s N I \ _ - 6 (Mg TON NST / l l l +/ 15/88/PC l I 2758.85 RB/PT / ) DI 9A 51 rn j RR \ 2758 7 EXIST/N�' / 2 /l I l l \ +83 56 / / N I CLSTA.21+72.55,16.50,FIT,E.VALENSOLE ST. ,21 \ T ) / v o II \ 17+65.00,49.34 L + EMPO / I c� v / / E.H/ / j BCR=48.0' / o DROP INLET,ACHD Supplemental s - Drawing SD-604A,TYPE IV \ + P/RR 8 (TO BE RE p�DRCj N RO>JND / I N W 11/I I �yo, c� 1 S IT\ DC\'ST o0 2758.74 FS/RB / TOP OF CURB=2753.77 CD 9 / r I /l I ^ + N o T+~ 17+69.78,29.50'L 12"INV OUT(S)=2750.52 /\\_ P/RR I N T (O 2758.47 RC \ INSTALL 29.34 LF 12"PVC(C-900)@ 0.85%TO DI 9B 2758 / 1 11 I /I c�T c^; 7�; �, c� 17+72.75 \ 12Q(2s)=0.78 cfsP/RR 55 B n�l I I 4i PIRRq((Ey 13+9p44 / / n W W� I N o ,. Z .s --_---I \ - Q(ioo)=1.08 cfs OOHS 0(- / �/, �^, hPR (Mg TO T. m IIIr� N^ L o o / I \ R NEX/S / � d 13 N„ �►� \ DI9B\ ti\ o iING / 56 ^M / I I M O / 1 I I m u, + ^ ./. Z er o kp0 l \ I CLSTA.21+72.55,16.50'LT,E.VALENSOLE ST. 1 \ 14 cp b - - N � N„ ��o > 4 I ` , � x I DROP INLET,ACHD Supplemental \ - 1 Drawing SD-604A,TYPE IV 2 - - -2757 - - I I + 15 N s 2758.27 RC I TOP OF CURB=2753.77 I \56\ 4 /� ^ M o BLOCK 6 /o I sxE EXISTING LAVENDER P/RR 2, rJ �° P/R I I N ao 18+09.47 / I 12°INV IN(N)=2750.27 \ 3 (/P oo ^ i a 16 to 0 00 HEIGHTS SUBD. NO. 1 � ^ o� o \ / co s / 12"INV OUT(S)=2750.27 �QNAL 2a 4 2756 P/R 2, l \l PIRR N + 17 -^ - --- 2758.10 RC/GB/PT I INSTALL 3.55 LF 12"PVC SDR-35 @ 0.56°/TO SG 9 BLOCK 5 + 38RC R 56.rgEX��, H o N / I ( ) ° 13 18+40.30 I 85.g4 (lP W N m v- I --- / 13 Q(25)=1.84 cfs �\ 5 BEGIN OO 10 p0 R I,I P/RR c i � " of / 18 I Q(loo)=2.57 cfs UW II Q \ \\ 6 (MgTON EX/S l / a ❑WRY- = = a \ \ Iv H+ - /a..x m 19 8 NGj /?o �v �o R �n � d s \ J/ I SG 9 I M co«� I GC P/RR \ �� -----�y 1 - / ? I 1500 GALLON SAND AND GREASE TRAP /T A \\\ ❑ s6 - - - - - - - - -2756- - �N ^ + W W I N \ , \ iN a xx eb ^ m o 63.0 , / 20 BAFFLE SPACING,1 ^ +� d I (TRAFFIC RATED)WITH G / IfA + qo p/RR .+ --- ^ ^ xEo 3300' 2757.97 RC ISPWC DWG.SD-624. IN P•�� \ 2j ORARV 9 / 11 I� a d c� ^� a<<E p N 18+64.54 / I RIM=2753.90(W),2753.88(E) S6\ \ BE TURD / / IWW /I IN y y r N cn_ / I I (MATCH FINISHED GRADE) \\� REMOVED) gRODND /10�1 3 12"INV IN(N)=2750.25 n ?754 h I m y `� v II \�� 0 0.4% N 1g+00 I INLET BAFFLE=2749.65 OUTLET BAFFLE=2750.15 0 �� 1 5SR / ti / W W/��1 I I �^, ^ I r I P/RR ��,�+ ,o l i i 2757.44 FL // I LL LU w a \\ ~\ \ o D uON, 1 5Q R // /v l/ I I 12 ��cn I M Cs N . 5�g09� 2�5j d / 14 I 18"INV OUT(W)=2746.20 LU v C 2� 19+11.80 \ �+ TON EXIST G / o l III \ _ 13 / \ ,�' + N PIRR \ S 2�5�.I�t�i s \ 1 I INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SIB 9 z cc o E. Vq(ENSO \ l N ) / ? / o�• / / cn \ \ / / II N;o ,��o 86 FS + \ \ z z o m \ (EST H M / 2757.33 FL \ / W W /;a + \ / // BLOCK N 7\ 19+31.80 \ \ I SB 9 LU a z 158.0'L x 15.0'W x 63D SEEPAGE BED oLU z �o /N v \ \ _ r� y v ,; SEE DETAIL ON DETAIL SHEET J MI4/ '/- O�j p0' 1 ' PIRR PI R 0 U U 9 I / '� \ �, ¢ � N ` c, �, \ '16- N ^ ad M-� + � s ) � o IIG / N I 4� 17 N = I ow " / 'EXISTI \ �� \ / / s uo cv u, I ^^ N Q 2757.57 RC o oz / SB2_ N o� „ II v I " a 19+36.76 / H N III v N h W/ 2757.53 RC/BVC \ °C zLU Ec } o� w 12 / a // ^ N �� + vim,^. � 4" 18 �- \ I zocn co s� "� � + G \ 19+43.30 I ¢ oz w , N�,� N ao N m+ ,[ / \ 2756.70 RC/EVC/PC 15 `\ I o = z / ?7 ° / �/ \ \ \ I N e+; N � v o / / 20+03.30 I I N 13 / 24 54�B RC , o I `v ? ,�,+ co N 20 0 \ CD 2756.62 RC `\ I I z M OONST ` \N �M V N N H s 0 20+07.06,16.50'L I I z 10 16 (Mq TON EXISTING / 2 \ \ \ M - A`\OBE ST, I I'D/g `v s % 2 0% 2756.43 RC/GB/PRC - - 11 I I LU 17 / CO ^ SB g y+ q / - q 20+15.92,16.50'L 11 ^ Ng sue " / / _ , oae \�� ❑ ° ' s 2755.79 RC/GB/P R C-1" BCR_35' +31.81,28.30'LDg8 `V 20 P/RR 14 EXISTING LAVENDER 20 2755.39 RC M` N o- �HEIGHTS SUBD. N0. 1 ° 20+44.78,43.22'L BCR=28' p/RR N �`\' 15 o \\\ \ \ \ \ \ I // N■. �, -0.4- N 1 � � 275558 FS/RB V M rn 16 c _ \\ \\\\\ ❑ N N + 4 CD % �0 20+45.82,56.85'LCV \ I\ = \ \ \ v W s s\ 2755.16 FL/GB \ I / `\❑\ - \ 18 a ,`^w+ / I ? _0 7% 20+42.86,61.76'L\ �o INSTALL 20'WIDE ASPHALT DRIVEWAY / ❑\ \\� \ - � BLOCK 1 Io I�\ `L' - J ^ N "�^, M ae M \ ° o �", SEE DETAIL ON DETAIL SHEET 19 �/ ICI \ N 4M �m N!y t�� 4 J /� s �/0 \ R� 2756 i cv i. ,+ o'„ er m h w a�` - - -2756.12 FL/GB _ _ / I m� % I y h N N ^ f d o G� cd V 4 N 2.S o 0° h / J �i /° 0 20+25.48,146.44'L z' � 56, P/RR\ r �/// 27 I N N N N ft cl V o I cot 1.0 2756.65 RB/GB \ I I er Ems❑ �e- ❑ \ \lRR \ \\ l 32❑ I I Iry N N 4, o N �m v �, \\ N 20+25.89,149.68'L I7 I a �T -\L \ \ N c0 H co cn d M 4 �1 � \ / n J i N \ c0 Q' I� O m \ _ _ � �j -_ - __ `---�EP EP - \\ -' \❑Toe\�O r E/I ^ ��\ \ �- RR 29 23 N N ^ y !� N I I O J __ _ / I _ M p co _ E_ENT -\ram �_ P I + N I / Q EP � � � � � � �r \ \� �� IR I lam, N �p � � .... \fP _ _�\\ \ ❑ I N N `!� '/- M \ FP \ ��\ R �AT `�° \�` 28 III II N T \ _ \ PiRn -2753- \ I EP ��\ ❑ `❑e\ ec ==�� ❑\\ \T\ ❑ \ III N N y O I I // h O _\�_ / z -( -- EP EP \ -Ec= r\E\ TeE\ 5-- ^ c� COD Q �--' 2 ^ i` l Q CII \ to \\ _ W FP \ L � \+,\ -\\�oa��- ec��\� roe� � �\�Toc� _� �\)�\ P/RR \ 125 � N N I � � 0 - TOE TOF l 11P \ �� - / \ -- �� P/RR I 24 \ \ C W - r LU EPCn �, �� roE� UJI r I FP EP \orb e� \roe ec � Ec l� = i� \ �2�jr2� =Tos \ 21 - - - /2752' \ `� FUTURE LAVENDER I \EPpRR sQ v - - \ HEIGHTS SUBDIVISION °Tx� -- =`�Q � 1 / 20 w/ \ EP n�\ ii \ CIS \\ \ I I I 2j011 SSt IL - --- \-- ------- I I \ \ EP EGL _ \ \ I I I \ \ BLOCK 9 5 UJI / EP \ ec �\ �. \c� �\�� \\,\ P/RR I I \ \ �_L Ec \\\\EG J \l\ \\ - \ ` EP . P/RR \ \ PIRR EP \\\\� \\\ \roe\ ` I \ W EP \ OE EP BLOCK � � �/ 5/ �� \ � ``� c \ \ P/RR FP GIRR GIRR- U GIRR \ GIRR GIRR GIRR GIRR GIRR GIRR \ \ \ FP FP \ \-TOE \ \ \ \ \ \ PROJECT NO. 21-0204-LH2 \ \ \ \ EXISTING LAVENDER \ \ \ \\ \ \ \�\ \ \ \ \ HEIGHTS SUBD.NO. 1 ��s� ��s \ \ \ \��\ \ \\ \ ❑ DWG FILE C.200 DESIGNED BY BT DRAWN BY JTA - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - -_- -_- = _- - - -__-_- - - = - 0 Q - - = _-_ = _-= - _� _ _ _ =- y� G \ \ \ CHECKED BY BT EG EG EG EG EG ��G - EG EG EG EG EG - - - - - - - p EP EP E P E P E P E P E p EP EP EP 'E p F�-E P E G/ \\EA n u n a x s c x \ EP E E P 0 R I Z SCALE A S S H 0 W _ EG EG EG EG E� EG EG EG EG EG EG EG O \ EP ISSUE DATE 03/01/21 j _ EP EP EP EP _ EP EP EP EP EP EP EP EP /EP EP / -- H N / / SAWCUT SAWCUT / / / / / c / o c - / / c o / - - - - o snwwT c snwcuT / snwcuT o snwcuT o snwcuT \o VERT.SCALE AS SHOWN o i o 0 0 - -E.LAKE HAZEL RD. o o o / o 0 - - - - - -co- - - - - - - - - - � _ - - - - - - - - - - - + 1 4 - co \ \ \ \ \ m \ \ ■200 �---EP-----EP----\ __ �� -� SHEET 2 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.200(Street and Storm Drain Plan).dwg I \\ STREET AND STORM DRAIN PLAN SCALE: 1" = 40'-0"HORIZONTAL _ r 60 40 20 0 40 80 J 1 f J / / / / CIVIL INNOVATIONS PIRR PIRR ,PIRR PIRR _ PIRR _ PIRR _ PIRR PI PIRR PIRf� / R �- PIRR \ \ NORTH HORIZONTAL SCALE IN FEET �R� p� PIRR ` PIRR - - - - - - - _ - _ _ __- -�° 7 __- - - r/F _2745- rr CONSTRUCTION KEY NOTES INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, (BLOCKII AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 10 9 / 8 7 s - '2�4 =-5_ 27¢5 - 3 2 INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. T INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD w o0 SUPPLEMENTAL SD-710C(6"THICK CONCRETE-SEE NOTE E). O N N E REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET p ti c o MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD J 0 o •� - EXISTING LAVENDER EXISTING LAVENDER SUPPLEMENTAL SD 303 AND SD 806. m p o0 /HEIGHTS SUBD. NO. 1 HEIGHTS SUBD.NO.1 I I I I - 1 1 III - o FUTURE 10'WIDE PATHWAY. Q w z Z /I > w m o 3 - - - - - --- -_- - ° - - - - h co EXISTING I I I I -13,/ _ _ _ �_ LAVENDER I I I I I / / o\ i j o _ - - o c E.BRACE DR. 2747- _ _o i o2747' _ _ f o \ HEIGHTS SUBD.NO. 1 - T - - I I I I Mir i - -mom - - - M4+76.15 00 _Ma - - - + _ MIT_ � _2747 i 27¢7_ f I N I II II - - - - - _ / -------- MIT ------EXISTING SB 5-------------- o o - - - _ _ I N II I -----------------EXISTING SB 6------- _---- ° ° i ° ° -----EXISTING SB 7 o \ i l o - PIRR - - - - _ \ -- / // - _ _ PIRR PIRR ___ PIRR PIRR I I \ I\ \ -- \ \ I \ EXISTING LAVENDER - _ ° I / > I EXISTING LAVENDER I / \ HEIGHTS SUBD.NO.1 a HEIGHTS SUBD.NO.1 13 2 z - \\ W \ / \ <�So 14+00 _ _ 8 \ 2747.42 RIC to a 4 14+30.19,16.50'L u; 2747.42 RC END CONSTRUCTION z 1= \ _ 14+30.19,16.50,R \ \ (MATCH EXISTING) U) I I '`� � v \ �QNAL \ _ LU 4 END CONSTRUCTION I / ��_ o \ --- ---_- -- (MATCH EXISTING) I I / k - �� +I ST �l = - - ---- - -- - -- - ---- -- / \ // 4 - - - - - - - - / / II / ° \\ \) \ BLOCK 7 t BLOCK 8 I BLOCK_8 \ \ \ f Ir I / m / 11 / \ �I �N 62 3 � \ \ 7 I\ \ 11 -27¢7� \ \ 2 1" I III \ / / 11 / / // � � 03/�//:1/ 0 � -2745 / BLOCK 9 OF \ 33+00 II �8� s 14 00 I I / 1 2747.62 RC/EVC t I $ I 2747.62 RC/EVC �� 5 / I / / / \ / ��MI N `5�� 113+80.19 13+80.19 P 13+00 \� \ I y\ \ � � o. III 2747.79RC 7 �v`b / v / 13+60.19 / 1 // I / o w J w _ EXISTING ACHD -- - - - - - / I _ - / Lu LU J OC F- / 11 4 / \ STORM DRAIN �- I I cc o } \ /\ 6\ 12 t / z � - s� EASEMENT I / I a \ I EXISTING LAVENDER _ _ \\ 1 \ I / 1 / / I I W a z HEIGHTS SUBD.NO.1 \ z z \ \ 2748.65RC \ � � III Ip - - - - - - - / / // / f I LUo - LLI Mcc LU J \ a \ -13+20.19 III 6 / / / I \ z / � z o z m \\ \\ 1\ 2749.34 RC/BVC I I 2749.34 RC/BVC _ 13+00.19 s / \ 13+00.19 - - - - - - J / I o � z w a 1 \ `13 00 - s 2749.73 RC I 9 / / II ti a o z \ 12+90.19 I / I N o 0 \\ 32+00 10 � 5 \ � _ \� 5 \ � 1 13 \ \ � - J ocn \ ° 1 EXISTING LAVENDER I vS= Lzu \ \ I J 1 HEIGHTS SUBD. NO. 1 z / 12+00\ I \ \ � 1 \ ` , 2750.89RC ¢ z � 1 12+60.19 I I I I / / LU o BLOCK f i CO o t I$ \ - \\\ BLOCK \ a _ \ \ � � j\ s _ 63.00' III° - - - - - - - -7- - - - 1r// 2 ` 6 \ 4 14 _ - - - - - 11 / 2753.23 RC - 11 s 2753.26 RIC I 12+00.19 \ PIRR- PIRR / PIRR 11+99.31 - Z \ 31+00 \ ` / \ a I - - - 12+00 I` _ _ � - - - - - - -- - -- - - LU - • - - - - - 7 BLOCK 8 M. 8 _ _ _ -3, I a - i 2755- \ \ \-2753 / O ---I- �S6 1 z \ � / / / -2756 - \ 1 /' / 7407 2758- - _ 11+00 2� EXISTING LAVENDER 5- 2755.56 RC W I \ / y I 11+40.19 \ / \ HEIGHTS SUBD. NO. 1 a - / ----- L / \ 2755.79 RC/GB/PT 0° 2755.79 RC/GB/PT I - 11+34.30 y\ a / 11+34.30 / >! lllllllll� lllllllll� lllllllll� ° lllllllll� lllllllll� lllllllll� �■ lllllllll� lllllllll�/� lllllllll�/� lllllllll� \ lllllllll� lllllllll� lllllllll� lllllllll� a MATCHLINE - SEE SHEET C.200 u / T i I I I MATCHLINE - SEE SHEET C.200 �RR\ \ 2 � 2756.76 RC/GB/PC, \ _� _ / 11+09.38 �h06 o f .2758 i / --- ----- / � -- 2 Q ti o cr + -� o 275695gC/E \ �� '2756.76 RC/GB/PC /I�// I I \� // ��/ // \ \� p / T �- \ i o ` / BLOCK 8 - +04.50 VC / \ 11+09.38- Cn 27S6, - - - r , 16 ?75g31g� � /l / ®I \ 2756.00RB // / / \ z o 14 3pgC -/ 10.46 C r1 _ I \ I 17+35.62,137.49'L / \ y Q �- ° S8 / °EKK 2755.62 FL/GB / / 30+00 o BEG/ 5 16 50, l p+ 3 gC/By 63,00, / .. ?75S 95 - - \ , \ �� \ / / o -� { NCONS C 27 4q.5° C 33, gC/EV �� \ ss 17+34.43,132.04'L / 275s.40 RB / / I �C z / H1D00 (MAT T. S84q .00 11 C - ,\ \ N = w / \ - TEST. --� - - OHFXISTI \r0+36. gC/GB/PT 4.5°- �� \ 2.0% �17+48.71, 142.61'L 50 v s v II �0 II ��\\ ��\�'� v/� \\ 5.o0' /' / / I � `u w 275 \ I 27 I 6o EXISTING RESIDENCE p•50 / / L I F- ro+oo\ o � � ?7 2, 622Fi / S833gC TO REMAIN I ~ Lu \ 58 6j gC 56 26 F( / I /BVC / / I W � \ 15 /GB r0 / 110 INSTALL 20 WIDE ASPHALT DRIVEWAY ` - 2758-�� _ +1 /PC +44. \ \ -EXISTING,SB °56 BCR,20 r \\� / / 2jS848 gC/�Bjpr° 11 \� )BLOCK \\ j/ 10.00'I \0.00' //SEE DETAIL ON DETAIL SHEET ��/ I \ o / I 1 4 --,� - \0 4 - \� 1, 2BCR,2p, r0+36.5° -- $ N l�; \ \ I � // / ICC _ o - 2js8 9� ,�� 2,594p ?7 I \ M ,fi.33 FLr' Z w J N c,; / 11 I I W 1 \ 2 _ - - o o \\r o i F( 5872 N + \ \ \ \ 0C m J o s �ae i F( o za o cs I / \\ 3 a o "' \ 2,5 - // ,' rn/ r ?758,74 F 4.05_y � \ \� �T a, � � 2758.45 RB/PT N �i o 15 N vs \ / \ EXISTING LAVENDER _ +� l 8'2��C j rS+BB 05 �N \ cq r,� 17+54.82,40.08'L / \ 4 HEIGHTS SUBD.NO. 1 _ - - \ 2 ( $62gC sss, ° N� \ Z - / eo Le+ co \ / / I W \ / \ - - \ 17S8,3p MC ,d \ / \ 2,58.68 0 L„ + c� + N + 2758.81 RB / E.PHENOMENAL ST/ 29 00 \ \ 5 - BtOCK 6 4+26.05 I 10J / q0 9 1. � I-- r ti I / 17+64.54,50.70 L _ BE °p 16.50- / s . s III 0p 2758 7a�/P I r / / l\\ -\ RR \\\ 2758- 6 (MAT HE ST.X/ST/N R / Z /l l l / l /l /Ss/ I N .0\% 2758.85 RB/PT / N 5 7 G / / -2� \ ) o /I ' �� 17+65.00,49.34 L \ -\ r o - ILA o 8 ZEgPORARV TU l / /y co W W/// / l '�/ H/DCpjE / % BCR=48.0' / + \ P/RR EREMOV RNAROVND / llN l 1 "o v 1 S I \'Sr o s 2758.74 FS/RB / + r EDj I o I o / PROJECT N0. 21 0204 LH2 \ 9 1 / --- -- -- -- _/ + a 17+69.78 29.50 L ( P, DWG FILE C.201 l RR N � � / �n r I 1� - 2758.47 RC \ N \ PIRR `� \ 0 27S / I 111 I ' N ^ do v v / 17+72.75 12 I DESIGNED BY BT \ o PIRR 85$g8 / 11/ W l III "I C I \\ PIRR -I- A<<EV _ - BE+9p44 I00 , / / n �& 7l1¢I I N I � s. °s -----\-\ \ DRAWN BY JTA I \ \_ cam- RR� (MA EONST 0�- /� / mX III a N^ L CHECKED BY BT I \ PIRR c_ \ - N EXIST( 13 N N I o \ \_\ P/RRNG� `1.1h6 /<C '1- / / I d' 1 / / H `r' + 2 a `�' _ \00 l I ISSUE DATE 03/01/21 T / /G ^ // I ^ 0 14 cv „ y o , w4. 1 I HORIZ.SCALE AS SHOWN 2 - - I CV _2757 �\ \ I /y�+ 4 �,. 15 w� s 2758.27 RC i VERT.SCALE AS SHOWN EXISTING LAVENDER P/RR 2�56.r� PIR / 1 N o m ae 1 18+09.47 / 4 // ^ „ M o BLOCK 6 / \ 00 3 HEIGHTS SUBD.NO.1 C/P o ^ oar 16 2a� p II ?76636 P 17 `----- 2758.10 RC/GB/PT , gC RR ,56'r9BLOCK 13 18+40.30B54a rn _44/ 13 I C101 4 SHEET 3 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.200(Street and Storm Drain Plan).dwg E. HIDCOTE ST. S. MECHTA AVE._E.VALENSOLE ST. - PROFILE-STA 13+00.00 TO STA 25+00.00 I� 2770 2770 mi zUj a z PVI STA:19+73.30 w C) z ; PVI ELEV:2757.45 y z w = _j K:35.98 CD z Fn z `� ¢ LVC:60.00 2765 o� m = cY3 2765 W 00 CD Z_ N C%jO N ti M ^ cp+) n < O N N C9 U J = �' CO co M + lf) V NCO O LO O T h m 0 � + � OLOO r� N rn N p+ N � p MO C:) v Ln v oo cn N O 00 II II N O H J 00 c N r- C + r- 11 M r > Gi > U, OD p o0 0 + N + ti r N ¢ w + N V � � w m m w w Z m c + 4 N II > N w r II + N PVI STA:21+27.55 w co LLi N 5 II T ¢ , II > °O II PVI ELEV:2754.03 z > z ' Q N Z 11¢ w II > v~iw � w II > K:33.02 a m � o Z 3 J ¢ w cn ¢ � LVC:60.00 o O W m 0 3 2760 "' c) w U) w of w 2760 co 2 3 r------------0-44%__ EXISTING GROUND . � � M 'ram'. Co 0.55% ------------- AT CENTERLINE + "' � In ~ Z r ---- • -- L--_ - p N N U-i + ----- ----- --------- / `� _ N w N w + � � N \\ // - j m > N II EXISTING GRADE AT II \/ - -- ---- m u, a I\JfJ \ -------- -------------------------- J AT CENTERLINE PER I -_---- ---- ; J o 2. 2% cn w cn w I LAVENDER HEIGHTS p 2755 SUBD.NO.1 � ___ � M � I I r r + °? 0.40 -------- 2755 � w c� 0.40% \ Cj _ a T + 4"PI 8"SLEEVE \ F------------------- III _ ( ) Ii 81.00 LF OF 12"PVC @ 0.22% III a �' FINISHED GRADE \ EXISTING GRADE AT a AT CENTERLINE PER AT CENTERLINE r------- LAVENDER HEIGHTS 12"SD I SUBD.NO.1 L J L J o �12"SO(C-900) 2750 EXIST.SDMH 4 EXIST.SDMH 3 a 2750 STA= 13+26.05,2.0'R STA= 14+11.05,2.0'R RIM = 2757.90 RIM = 2758.27 12"INV IN = 2752.58(E) 12"INV IN = 2752.76(S) 12"INV IN = 2754.39(N) 12"INV OUT=2752.76(W) 12"INV OUT=2752.58(S) V cD 00 N O N coM C' Ln N O T O N M w p r 11 w r- w N � N w r 10 C' cc C' iG p iC r M I� '(O LV AL O N ',r r N O co N 11') O I� IC cD �,V I� O W O M N 11') r h O Lf) O I� QI O O M r O O r O O 1 v °o °o Ln co eo L f eo ai of of of of ed of ed°o eo co w U) ri m r m M m M m M m M m La co a Ln a Ln a Lo a m c �� Zs 1'.�Zj� l Lf0 Lf0 ua Lf0 ua Ln Lo L(0 ua Ln ua C" ua M 00 00 L a 00 ua 06 ua 00 ua 00 ua r- M to Ifa to to to ua(D ua r- ua Ln ua L(� ua Lfj Lfj r- r �r_ rr- r� r� _ r- P. P. r � P. P. rr` rr` rr` rr` rr` rr` P. P. P. rr` N N N N N N N N N N N N N N N N N N 04104 N N N N N N N N N N N N N N N N N N N N N N N O 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 OF IN P LL J W U 0 Occ Z S. BALLERINA AVE. - PROFILE C a 2770 2770 ALLEY PROFILE z ¢z >o 2770 2770 w z z �<_ oz W m J CC W > O U U O O O Z PVI TA: 0+7 .50 2m 0 z cn PVI ELEV:2758.20 o W K:18.77 } > o} w o� v Y LVC:60.00 ¢ ~ w = am0 IU') ? � o ¢ Z Y O Y ¢ ¢ p w 2765 11J o v 00 o LO 2765 2765 z w v ¢ = 2765 0 � v OO r ¢ O N r N D U ¢ W Cn = W C0 ; r 6i PVI STA:13+40.19 m w O° o z m + ti o U, m � w PVI ELEV:2747.86 0 o ccnn in rn o C. "' ~ oN c m w M � K:22.94 u' z cc orn ¢ � M ¢ z � II + 06� o � LVC:80.00 0 oz r- � � �w ¢ o ¢ W O N + ~ J m o M r N O 117 cn m = co w r N Q' v r' C) v Cn w EXISTING GROUND o cD II II v � N = CO ~ o II II T II orn or- vrn m > cn T z > O v In N v AT CENTERLINE + ¢ w + ti 11 F- J II W M OO + N + N ti m ll") I� N CJJ W N II > 2760 cn "' c~n W-a�i N 2760 2760 co N_a' co II II II II ~ J 2760 _ > cn w 2.00% oao% r 11 / J LU m W __ --------- Ww T u w¢ II _________ --- > J > -- ---- N 0 1 0 - o z 1.80% = CD m ---- -- ----- ---\ i 4.87% \ U OC m \ 2755 Z oz w -¢ 2755 2755 Lo r- 2755 zCC) �' FINISHED GRADE n LO c z O Cl? \ o O w m 12"SD 4"PI(8"SLEEVE) r + Cl? '89% m o In J "' �� AT CENTERLINE II r � w C ¢ ' � ¢ w y 0 CO cn W w - co � � C.�3 > O J J ± o a, NU, + ^ EXISTING GRADE AT \ M ^ o6 c`! m r N CENTERLINE PER d FINISHED GRADE + v m ,� r co AT CENTERLINE v N + ti o cc? II II LAVENDER HEIGHTS 2750 \-- _ II II T p + -~ J 2750 SUBD.N0. 1 Q ¢ w II r N ' ' 2750 2750 ci w ¢ w II II w ¢ w H J LU Q J ---- - O _ QI QI CD QI QI QI QI CM IR ap r � a, r� M� wIp w C:) W gam gao l-; ea.6 ee.6 P.of n'6 r� Ir e W \� -r- n� n rZ� "I n L. n� � 2745 2745 N cV N cV N cV CmcV N cV CMcV CMcV CMcV EXISTING GROUND AT CENTERLINE EXISTING GRADE AT 12"SD 13+50 14+00 15+00 16+00 17+00 18+00 CENTERLINE PER �_4"PI(8"SLEEVE) LAVENDER HEIGHTS W SUBD. N0. 1 Qf c "0' CC,*N� N0 Mm Mcpp Mp O� INOO V O Ya Lf�L^f0 Yr9 U( Ln L. M Lull m�j Tr � �V �P.V V V rn rn r to LO co n '_ rI` rr` rI` rti rI` n ti N N N N N N N N N N N N N N N N N N N N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+75 W W a ma PROJECT NO. 21-0204-LH2 DWG FILE C.202 DESIGNED BY BT DRAWN BY JTA 40 20 0 40 80 CHECKED BY BT ISSUE DATE 03/01/21 HORIZONTAL SCALE IN FEET HORIZ.SCALE AS SHOWN 4 2 0 4 8 VERT.SCALE AS SHOWN VERTICAL SCALE IN FEET C .202 SHEET 4 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.202(Street Profiles).dwg \ 6 \ \ \ \ Ld V i - 2753- - \ - 2755 _ \ 7 \BIOCK8 - - - - \ \ - z 2756 \ / \ / \ N — 2755— / GRADING PLAN \2757_ a -I I � \ -- 8 - - ---I--- �- \ -----�--- ----- • _ \ . � 5q� � MATCH EXISTIN� \ / � I - \ EXISTING LAVENDER \ \ 'F5- 21 i SCALE: 1" = 40'-0"HORIZONTAL W \ / 3:1 MAX.SLOPE 1 \------------- ------ -----�--2758---�- --------- ------- \ l / / 2�5� HEIGHTS SUBD.NO.1 27ss, -1 \ \ I MATCH EXISTING �� /i/ 60 40 20 0 40 80 / -------------- \ 56 v s ____-- v 2�---------------� m . ,�, / 3:1 MAX.SLOPE _ _ _ - / � / I —'"-—— \ y 2jiJ^ / / \ CIVIL INNOVATIONS / + MATCHLINE - SEE SHEET 0.301 I \ \---___ \ s a �'llml INN INN , I I IR I MATCHLINE - SEE SHEET C.301/ NORTH HORIZONTAL SCALE IN FEET 'IN I _ _ 2757 \2�s6F s rm\ -2756 � / I I I I I /A _ / ->__ 2758- / � 2jS l `�� \m I — / / \\-- s I / J I 2755- / / \ \ GRADING CONSTRUCTION NOTES \ - - --- BLOCK 8 2> \ l \ J -2757 ` — \ //l / v I \ // // \ \ 1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILL —2758— — �— — \ \ \ 16 Ste_ \ l — I \ / L I \ / / / \ AREAS SHOULD BE STRIPPED OF ALL DEBRIS,VEGETATION,AND UNDOCUMENTED FILL. 2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FOR 2758 GENERAL FILL.GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON SITE EXCAVATIONS OR \QUUTE \ \\ - — — \ ' - \ \ ��s \ \ I l \ / / I APPROVED BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP, Z o T _ ST - 11 J- \ - — \ / - \ \ \ \ / / v / - \ MATCH EXISTING \ \ / GC,GM,SW,SP,SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION, ap \ r \ \\\ \\ I I / I o LU THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL r E 3:1 MAX.SLOPE / O o0 0 \ \ \EXISTING RESIDENCE \ I / / L BE FREE OF EXCESS MOISTURE,ORGANIC MATTER AND DEBRIS. GA T -: N F1113pg TO REMAIN V / o ~ o ,,; II \ \ \ 17 -� / / / 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH c� ap a / v v— 2758-v� �� s� III / \ V A A 10 / 2757 ao AS STRIPPING OR ROOTS).TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM > \ , ' I � `BLoc'K 9 / I m o s` ` s \� 60 \ \ / D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. a Y — o i / ° STING SB 4 — — -2758 — — \ > _-�\ 1 \ 1 / / ✓ ' / \ �\ \ /, N I / / �h� I Lu i o I - -\ \ \ \ �\ \� h� ---j - Z \ \ \ \ �� / I 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THE ' Q N Lil > o / 1 \ I \ \ ti \ �j6 r \ ^\�/ \ \ / I EXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, p Z 3 2 \ O — — — \2js� a� \ s / a \ \ ( 2Z\ \ MOISTURE-CONDITIONED AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY O Ld m O 3 \\ \ \ l / \ \ �6 r \ // / DENSITY IN ACCORDANCE WITH ASTM D698. co \\/ $ j a \ \\\�� \ - L \/ // \\ \ \ / 2758 / I I 5. AFTER SITE PREPARATION IS COMPLETED,GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE O / EXISTING LAVENDER _ \ / ��s \ \ \ / l HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED Z \ 4 - - J MATCH EXISTING HEIGHTS SUBD. NO. 1 I \ ( �\ \ / \\ �, a \ \f 3:1 MAX.SLOPE \ \ / / MATCH EXISTING BY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE \ \ _ I DOCUMENTED FOR DENSITY. 5 J I / / I 13:1 MAX. SLOPE E.PHENOMENAL ST. " % \\ % BI SCK 6 \ \ \ \2758 i l 1 ° I °° III \ / \ -- I s°° , 1 276p, . 2760 I \ / / \ I 6. ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BE moll / �w�„� RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. 1 — / / PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER / "' \ \ / \ / I / / \ \ , '�\/ 2759 f I ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. + \ / 7 TE / II 2 �� 2�S \ \ - - MP°RARy / WW llI 1 I �S9 ;�\ 9 TU \ \ 8 �0 BE REMOVED)RN ARONND / l I l 1 1 1 s I 2759\ , E.smc / 1 N TEST I I 7� r \ 1 /lR I I / \ \ I I 31AMESISTING i / 1h1 11/ I W I 19 / \ 12 / OP I i s --------I \ -AC(Ey _ -- _ E , / / n �W �/j¢I I/ 2�59 II \ 1 I \ 1 II yl I I - -2757 - - \ �\ / IF�G� i WWIIIII 2�S 15 i / l l SII I 2 BLOCK 6 / EXISTING LAVENDER 16 lI \ 3 HEIGHTS SUBD. NO. 1 \/ I I v / 4 BLOCK 5 ,'�- 2jS> /' 17 13 --} II \\ 5 / - \I,I �\ // I a \ \ s / 8 -7 - - - 2756- - i \ W i 2 / I I I I \i \\ R I ----- \\ OF 11 O a � 9 N P � ° oMPORARY rU g\ i �hh /I� 55 / 1111 AIIEY I r111 v v v BE REMOV RN AROUND-/ 21 MA EDj TUHEX/S o J LL' W I— J ~ \\ \ 3•l MAX SIOp TING ; / �l I l 1 I 1 I 12 r:a l - _ -; / 14 I I Q I / \ \ \ E llW / lI � I � / � / j 1 I wO z OC U W 0 / ` LU 13 \ s \ 2758 0cco m l \ E. VA EST /l l a 1 1 \ s8 14/ 2�S> \ z a o / \ \ E. V E 0( \ i / 11\ I � \ \ -2� / \ � F- K \ \ I w z z - / \ � o - s S - 1 6/ s �l - � � 5 g v/ l - -2755 / \ �� _ — Q s - ----- -------J o o m z u, o CD o z O w N� ti \ / / / 1 1 2755 N i i 17 IC / cc `c °� Tl B s / 12 i h -- // M I I Cl- 18 \ \ I z o LU U 13 / z m o / 16 \� \ \ \F VASE J �S4 \ — — o - 10 \ \ \ \��EST 6 s -= = 2757 --- I I w Q o _ LU = x 17 / 2754 - I i /9q . s / I I w cn � SBq l \ 0/ B R 2756 / EXISTING LAVENDER M 20 \ \ 9 / i � \ / \ /� \ 14/ HEIGHTS SUBD. NO. 1 ATCHEXI _ cm '�\ \ \ / ■ 3.1 MAX S�OPNG l �\\\\ \ \\ ° 2754 _ s� l 2jS \ \ \ h l - --_, E S ,1 \\ \ \ \ 31 / / �_ \\ 18 / \ \ ' s\ 6' \ \ \I MATCH EXISTING \�� \\\\ / I \ 3:1 MAX.SLOPE BLOCK / /�n��11\ \\ 30 \ _ \ O CA CEP EP \, _� \ \ \ / - \ \ \\/ \/ l 32\ EP I \ mac\ � \ Z, \�rcE � \� o _� / I �\ � ram— \ �\—— _ / — \EP — EP ��\ ce\\ O rr — \\ce\ \`� — — — \—— / 23 / // / \ \ \ I I p cN _ - EP EP \ \� \ �r \ \� �� l l \ / \ \EP—\ ---"�—\�YN F RR L\ \ - \ III I ii ; \\ I l I o a J \ EP J - \A FRCD \ - --- \ 28 _ y a- /` _ \ EP --EP��\\ — e\\\Ec — —\` _ _ \ � , �\ jam\ III I \\ \ I I / / z z_ \ - � � -- EP EP \ �\ —E�--\ \E\ - �� \ \� -- 2755 �25� 'i coi \ / Q o I CD EP \ L z \ `- �� -MATCH EXISTING \ \Tp i$ _ �E 3:1 MAX.SLOPE _ ioE EP \��\ -;tea \r_\\ --\_ _,�E \� ��SS -- - `2755 \ �_ EP \\ ti/ I EP \; r \ �\ — W I w r I \ EP O roe Ec— — i� \ �cE =—� / \ / — / 21 \ N -1 ,\ EP or \ ec _ CV FUTURE LAVENDER \EP\ - -- ��2175 HEIGHTS SUBDIVISION I EP \ ��' -- 2, 20 r \ \ I \ _ __\ \ \ i ESQ W � _ \w \\\ 6 BLOCK9 215�\ \ _ 18 FP- \ \ \s\ \\\1`ec ec \\\ ��\\� \ � \ �-- \ \ \\ \�P - \ \ \�� \\2�5LU 7 \\ \� \ ,MATCH EXISTING- _ �s�. \ 3:1 MAX.SLOPE \'O� BLOCK 1 _ `\/ �\�\ 5g -- \ \� - - - - = _ -- - - -- GIRR GIRR— U GIRR GIRR GIRR GIRR GIRR GIRR GIRR I \ \ \/ \ �� \� \ \ \ \ EP \ \\\ \\ \ \ \ PROJECT NO. 21 0204 LH2 EXISTING LAVENDER HEIGHTS SUBD.N0. 1 \ \ \ \\� / \ 0 \\\\ \\ \\ \\\�� 2755= - DWG FILE C.300 MATCH EXISTING / �, - _2758 --- \ \ \ \ \ 3:1 MAX.SLOPE DESIGNED BY SIT ------------ --------- ----- - - - - - - - - __-- - - - - - - - - ---------------- -- ---- ----- ---- - DRAWN BY TA - - - - - - - - - - - - - - T , - - - - - - - - - - - - - - - - - - - - -_- - - -T_ -�' T J - - - - - - - - - - - — MATCH EXISTING - - - - - - - - - - - - - -_ - -! - - - - - - 7- �--- —+ _ r=- _- - - - - - - - - - - 0 c i CHECKED BY SIT 1 3:1 MAX.SLOPE — — — — — — — — — — — — — — — — — — — — — — — — — — — — p— _—_—EP—————Ep—————EP———-- EP— Ep-----EP-----W-----W — W ---Ep--� EP_-- — L — - - - - - - - - - - - \— — - - - - \ �/` \/ ax sisxl I\ \---E'_�_ I—Le --1 ISSUE DATE 03/01/21 EG — ~EG EG EG EG h �G EG EG EG EG EGA — — — EG EG EG EG EG —E� EG '��EG`EG EG EG EG EG EG EG \tL— j —EP EP � EP EP EP EP EP IEP EP E�, EP EP EP P EP / -L EP — / HORIZ.SCALE AS SHOWN SAWCUT SAW&UT — I / 1hrx �55 6 r 151 z ,2750 2757 ' ' — — — — — SAWCUT / SAWCUT SAWCUT�� SAWCUT 215 SAWCUT / �2 \ ^)2 o / o o - - VERT.SCALE AS SHOWN o - - -E. 0 5 0 �� o / / o o °° LAKE HAZEL RD. 21 - - - -N - -�- - -`- - - - - - - - - \ \ + � \ cli co to - - - - _ _ _ - _ ____�----_Ep--_��----_ m- Cm300 2752- — EP EP SHEET 5 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.300(Grading Plan).dwg I \\ GRADING PLAN SCALE: 1" = 40'-0"HORIZONTAL _ r 60 40 20 0 40 80 / / / CIVIL INNOVATIONS --- ----- —------------- — / / / / / / \ \ \ \ \ \ \ NORTH HORIZONTAL SCALE IN FEET --- - - - \ - =-- _ - __\- - - \ -- -\ _ _ --\ --- - --\ -- _�_�- - j�j --- -�- - - ---- __- -_- _ __---- ---I =-- _ ---------- -- ---------=--== - ---- - - - - - - - - - - - - - - _ _ - - - - - - -- - - - -- -- - - ---- -------- ----------------- --- ---- --- -J — — _ __ I - / - - - - — /� GRADING CONSTRUCTION NOTES 1 PRIOR COMMENCING GRADING FOUNDATION D EXCAVATIONS, BUILDING AREAS AND FILL AREAS SHOULD BESTR STRIPPED OF ALLLDEBR S VEGETATION,AND UNDOCUMENTED D FILL. IBLOCK o _ _ \ =-i � 31 2i l i IIii/ I II 10 9 / 8 7 6 -_-5- \2745 - I I \ I 2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FOR GENERAL FILL.GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR / �---`I I I r APPROVED BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP, o/ EXISTING LAVENDER EXISTING LAVENDER I I I I /I w�l GC,GM,SW,SP,SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION, T 0 / HEIGHTS SUBD.NO. 1 HEIGHTS SUBD.N0.1 I I I II I / I m THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL F- I / O �„ N 8 BE FREE OF EXCESS MOISTURE,ORGANIC MATTER AND DEBRIS. T � c v I I I I I 00 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH W 00 •0 II I I AS STRIPPING OR ROOTS).TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM J > m 2 00 D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. a o / ^ EXISTING LAVENDER I II I Lii I /� I 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THE ' Q N I o (HEIGHTS SUBD.N0.1 I \I \I I EXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, C p z 3 MOISTURE-CONDITIONED AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY O u-i m p 3 DENSITY IN ACCORDANCE WITH ASTM D698. co O 3 5. AFTER SITE TA LL L SHOULD IFTS AND COMPACTED TO AT LEAST 95I%OFTHE HORIZON MAXIMUM DRY DENSITY AS DETERMINED Z T _ -13,/ _ _/ - _ 2747- - - \ N I I I BY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE N I I I N DOCUMENTED FOR DENSITY. / \ - E.BRACE DR. - _ 6. ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BE \\\\\\\\v\\\v \\\\vv -2�79-2\4_7�7�- --5\7-_-5-v\-_--2-=�,2S_--7-�4\9 8—2��`j 2S-vjr25-\2>-vQ-j\-_—\v2\\>—\4�-\6�-\—�-j_\I I- s`°s.s'° !o-';II�I v II\vI�\-Il/1TT---z/1�-��I—-2,2222 i�j,�SS1T—SSQ-2 3SS\r II I(II/I I✓II IIII IvI III I�I I I IIII�I II I III II I\\I I III II/IIIIImI�\III.�sI°`I I I I I Iro,,�v\-\ I- /- I�iIjI I,�I II II I�II I IIIII I II I I IIIII III I I I� /\/ ■ /IJI/I-I/IIIII I I�///-//II\II-I/II I I�I/II-/ti�k//�/g//) /J- I / II`IiII� \� J, I I1 V _ I II�/cII/I.IjII. I/II IIIIIIII\I� IIIIIIIII� RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTU RAL FILL PER ISPWC SPECIFICATIONS. 11 2748 PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2250 ____________-EXISTING SB 5-______---_- - -----------------EXISTING SB 6- -- - oo o o 7� 2147, -- \--------- ------------\------------- -------- --- ---- --- ------- ------ j ------------------------ 50 EXISTING LAVENDER EXISTING LAVENDER LU EXISTING LAVENDER 13 2 HEIGHTS SUBD. NO. 1 HEIGHTS SUBD. NO. 1 HEIGHTS SUBD. NO. 1 8 110 LU CD MATCH EXISTING U a; 3:1 MAX.SLOPE Q0— I�op■� x �0o.3o N�AL L -MATCH EXISTING 7jCjST E �Z �31 MAX. SLOPE i 2747- - aN F- — BLOCK 7 BLOCK 8 BLOCK_8 3 7 BLOCK 9 02745- S IN ---2748 ILL:� � 4 cc CD l � � zomo >EXISTING LAVENDER EXISTING LAVENDER Fz HEIGHTS SUBD. 1 HEIGHTS SUBD. N0. 1 r \ LU oz w - - - 6 MATCH EXIST 2749- ING 3:1 MAX.SLOPE \ CD �m � Ill oA EXISTINGTCH o �3: MAX.SLOPE > ZpH ------ \ - I LU w U az w o � �10 5 5 3 I EXISTING LAVENDER vi LU LU--- s -------- vi CD SUBD. N0. 1>5o z_ � n = = COo2751 x BLOCK 9 2 7- I BLOCK �27529 4 314 Cm\ MATCH EXISTING q 3.1 MAX. SLOPE 2753 / 1 7 a275j- 27552756 7 �OCK8 _- 275 8 ----- ------- -----------= - ----------- ATCHEXISTI_ � N� EXISTING LAVENDER M W 3:1 MASLOPE2758- CA _____--- - HEIGHTS SUBD.N0.1 MATCH EXISTING m 13.1 MAX.SLOPE 56-------- ------ ` MATCHLINE - SEE SHEET C.300 -- 2 `r`A` / MATCHLINE - SEE SHEET C.300 9 CD 275 2756 2758 y 2755 < Q y 0- w CD O/CK v//8 BL - -2758- = - 16 I I I I✓I \' / -_--\^\\s/°\�r�• \�E\�\.\�\//�\7\�\\/\ / CA II Ln`No II II ( I /I I I I I =W Q 2758 LL. s�IOCOEST Lil MATCH EXISTING 3:1 MAX.SLOPE EXISTING RESIDENCE / TO REMAIN17 d, 1) 10 2757rn 2758- \ \BLOCK 9\ -2758 � -- N � CC o �� Lu U; 3 2758 EXISTING LAVENDER \MATCH EXIT 4 HEIGHTS SUBD.NO. 1 SLOPEJ / MATCH EXISTING W IN 5 - : MAX. 13:1 MAX.SLOPE BLOCK 6 I 276p 2760- E.PHENOMENAL ST/ 6 ti 2759/ f--------7 9 TEMP TO BE ENOTORNARO PROJECT N0. 21 z0 2 04 LH 2VEO) /fjocor N 9 DWG FILE C.301 -7/ / 3. 12 DESIGNED BY BTM�M CHSITIE 1 DRAWN BY JTA CHECKED BY BT ISSUE DATE 03/01/21 // / / // � I HORIZ.SCALE ASSHOWN -2757- 15 - EXIS / I BLOCK 6 \ / �_ 1 / VERT.SCALE AS SHOWN EXISTING LAVENDER \ / / 3 HEIGHTS SUBD.NO.1 \i l I / i6 v \ \ / SI II l i 4 BLOCK 5 W 1 L 2jS�\ / 17 13 Cm301 SHEET 6 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.300(Grading Plan).dwg a � / a BLOCK 6 10 1 y CIO BLOCK 8 BLOCK 8 W 2 3 4 5 6 7 8 I 10.50' Cj \ W EXISTING LAVENDER 6 EXISTING LAVENDER HEIGHTS SUBD.NO. 1 / HEIGHTS SUBD.N0. 1 a �/ I F•oc \ 11 ' � �♦ r'RR SSMH 9 ` PIRR PIRR PIRR PIRR PIR PIRR n EP \fp EP 00 e e I LL E y° r \f�\EP � " 17 BLOCK 8 I O � T oo 00 16 BLOCK 8 A J °^ . 00 15 14 13 12 11 ( 10 m p o0 0 Y - Q EXISTING LAVENDER ' ¢ LU 10.0p, HEIGHTS SUBD.NO. 1 _1 O z 3 r0 CO, I CIVIL INNOVATIONS O M m Q NORTH 3 J 13 SC = 14+52 1 � 0- SI = 2750.97 AT R/W 1 BLOCK 4 40 20 0 40 80 Z Q SC = 13+72 SC = 13+12 SC = 12+52 SC = 11+92 SL= @ TO CAP SI = 2747.86 AT RAN SI = 2745.52 AT RAN SI = 2744.04 AT RAN SI = 2743.79 AT RAN EXISTING 8"PVC SEWER MAIN 5 (4"PVCC 2%MIN.) SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP PER LAVENDER HORIZONTAL SCALE IN FEET SSMH 2 g (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN. 1� -° b ) (4"PVC @ 2/°MIN.) I HEIGHTS SUBD.N0.1 4 2 0 4 8 0 0 o y f 14 I ED o ! 1s o � o z VERTICAL SCALE IN FEET IT w w o " I ------ - -- -� -- o o Q a =) ss o o ° m CJ7 N y w _ M EXIST.SSCO M I � ''' _ 14 13 12 11 io "' SEWER NOTES " 165.7° _ _ _ _ _ _ _ _ _ _ _ _ EXIST.SSMH LU s I ss ss I s ss ss s 15 To `' y w SSMH 1 S. BALLERINA AVE. 180 0° S.BALLERINA AVE. c /� w w I w w I w I w w w o�i POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER v -- -- - NOTES NO. 2 AND 3 ON SHEET C.100. 0B _T `� - - --- * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE / r -- ----- -----wA - " - " r2 " o - ,•=fil C3 d3 E3 n I OJ L- J T I o 4 SEWER NOTE N0.4 ON SHEET C.100. o I SC = 12+97 SC = 12+12 SC = 11+47 1 N EF-- SI = 2744.95 AT R/W SI = 2743.99 AT R/W SI =2743.73 AT R/W -FP- _ SL= 44.5'TO CAP SL= 44.5'TO CAP SL =44.5'TO CAP 5.00' ��N 10.0 p __-s (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) I 10.50' �CISTE��l UI1J I � 10.50, y 0 62 EXISTING RESIDENCE I 3 I �? 03�D /�Q� o TO REMAIN EXISTING LAVENDER MIN P•� 8 ( HEIGHTS SUBD. NO. 1 ° NOTE: 1 _ ' \, APPROXIMATE LOCATION OF I 3 y i EXISTING SEPTIC TANK.EXISTING BLOCK 9 BLOCK 9 A � v J y / SEPTIC TANKS MUST BE ABANDONED 7 6 5 I 4 Cc w o SSMH 3 / IN ACCORDANCE WITH CENTRAL 1 CD o J DISTRICT HEALTH DEPARTMENT I zCL= C m -- - >- ¢ REQUIREMENTS. = z aaa aald aald aald PIRR LUaald ZO z w 'SSMH 4 4p O D U z � vD CC v� CD%�a I m 1 / O g 2-1 o v - - 2 a = z w } cc- w or oC cn W ! 10 1 EXISTING LAVENDER a o z LU W�M I HEIGHTS SUBD.NO.1 / oCi� z COD 11 9 55 / zm LU � CD ¢ z � J � Cn = S 1 SEWER PLAN AND PROFILE w `f) � � z SCALE: 1" = 40'-0" HORIZONTAL AND VERTICAL 1" = 4'-0" N 2765 8-INCH SEWER PROFILE -S. BALLERINA AVE. 2765 Q O y 2760 2760 - --- - _ FINISHED GRADE AT PIPE CENTERLINE wC2 LU W p = Q z z 2755 8"W- 2755 y Q z = w LU EXISTING GROUND AT LU PIPE CENTERLINE W EXISTING GRADE AT 2750 PIPE CENTERLINE PER 2750 LAVENDER HEIGHTS SIBD. NO. 1 W -- ---- -------- ---- 0 � W 12"SD i li 2745 2745 If �j C4"PI(8"SLEEVE) 147.18 LF 8"PVC @ 0.40% SSMH 2 260.76 LF 8"PVC(CLASS 200 SDR 21 __-8 __(48"DIA.MANHOLE) @ 0.40% L EXISTING 134.50 LF 8"PVC CLASS 200 SDR-21)@ 0.40% Ji STA= 15+50.44(N/E) ( ° SSMH 1 _ STA= 10+00.00(W) (48"DIA.MANHOLE) EXIST.SSCO -�J PROJECT NO. 21-0204-LH2 RIM = 2758.67 STA= 13+99.26 (TO BE REMOVED) EXIST.SSMH 8"INV IN = 2744.07(E) DWG FILE C.400 2740 8"INV IN = 2744.07(W) RIM = 2755.50 STA= 11+36.50 (S) 2740 8"INV IN = 2743.38(S) RIM = 2745.82 STA= 10+00.00 DESIGNED BY BT 8"INV OUT= 2743.97(N) 8"INV OUT= 2743.28(N) 8"INV IN = 2742.23(S) STA= 10+00.00(E/W) RIM = 2746.86 DRAWN BY JTA 8"INV OUT= 2742.23(N) 8"INV IN = 2741.69(W) 8"INV IN = 2741.69(S) CHECKED BY BT 8"INV OUT= 2741.59(E) ISSUE DATE 03/01/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 Cm400 SHEET 7 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.400(Sewer Plan and Profiles).dwg \ SEE SHEET C.400 EXISTING LAVENDER N N HEIGHTS SUBD. NO. 1 .1 1 14 I 9 \ Q SC = 17+73 \ 4 1 \ \ SI =2748.23 AT R/W \ SI =2750.92 AT CAP N N SL= 166.28'TO CAP ` 3 (4"PVC @ 2%MIN.) 15 - �19.65 LF 4"PVC @ 2.04% 18.50 LF 4"PVC @ 2.00% w CO Cn BLOCK 8 �� --- O r 3 INSTALL PRIVATE SEWER CLEAN-OUT cn T °O ile �� RIM = 2756.40(MATCH FS) SC = 17+78 c i CO s m `-INV THRU = 2750.52 8 50 10 SI = 2750.51 AT R/W 11 w o O°\ c v o\ ----- ---��- I - I SI = 2752.35 AT CAP m p Co 0 - CD v - 100.00 LF 4"PVC @ 2.00% SL= 123.61'TO CAP < w N m \ (4"PVC @ 2%MIN.) Z5 w '� 2 3 \\ \ BLOCK 9 INSTALL PRIVATE SEWER CLEAN-OUT ® O Uj m z0 3 8 STA= 17+73.36,46.63'L INSTALL PRIVATE SEWER CLEAN-OUT ch = BLOC6K 8 \ \ RIM = 2758.61 (MATCH FS) &S,0' RIM = 2757.51 (MATCH FS) I 9\ \ - -INV THRU =2748.52 �s INV THRU = 2751.98 CIVIL INNOVATIONS T j \ 3.0o NORTH EXISTING LAVENDER I \ SC = 16+91 62.00 LF 4"PVC @ 2.00% HEIGHTS SUBD. NO. 1 \ SI = 2752.44 AT R/W 40 20 0 40 80 \ SL= 51.5'TO CAP I (4"PVC @ 2%MIN.) INSTALL PRIVATE SEWER CLEAN-OUT 3 \ STA= 17+78.36,43.12'L HORIZONTAL SCALE IN FEET PIRR ___ _ - --- h 1 17 `"' \ a RIM = 2758.66(MATCH FS) 12 4 2 0 4 8 46.63 LF 4"PVC @ 5.79/o s 154.5° a INV THRU =2750.74 o 43.12 LF 4"PVC @ 11.37% VERTICAL SCALE IN FEET SC = 17+93 w w w w w w w w I w SI = 2751.82 AT R/W E.HIDCOTE ST. E.HIDCOTE ST. w I_ - I I d3 I _ SL= 51.2'TO CAP 90.0° 10 90.0° - - - 91 I - - - SSMH 3 (4"PVC @ 2%MIN.) SEWER NOTES SS SS SS SS I I S SS I SS I SS T i POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER �16 17 '��' s � o � 8 8° NOTES NO. 2 AND N SHEET .1 00 SSMH 9 SSMH 2 I I o 16 ° s SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 13 SEWER NOTE N0. 4 ON SHEET C.100. II II T SSMH\4 \ �51 SC 18+39 143.0 SI = 2751.56 AT R/W ��VYN AL C- z_ o_ z_ cc o- z_ I o_ z_ o_ z_ C- z_ s SL=49.5'TO CAP a ¢ a a a a ¢ ZST� l Q" Q" 2 QU Q" Q" Q" ¢" ¢" SS 811 MH5 I (4"PVC @ 2%MIN.) HMO N LM OO " r N_ " M- N(�� r l�O C(�Q� C�jCMD- CQ(�� O CQ(�� V r O N(��+T @ +CV C. @ +CV C. @ +N� @ +N @ +N F. @ +N F. @ +CV C. @ EXISTING LAVENDER j oar oar oar Tyr oar cn�r oar Tyr A NM � NM � (VM > CVM CVM CD CVM CD CVM CD M 10.50 I � 2 HEIGHTS SUBD.N0.1 I II II C- II II II C- II II II C- II II II C. II II II C_ II II II C_ II II II C_ II II II C_ 8.00' U_J = U_J = U_J = U_J ' U_J = U_J ° U_Jco En C0 ' \ U_J ° BLOCK 6 j BLOCK 6 J\\ ate° \\ \ ° \ 14 � �� O 4 5 6 7 8 9 1 11 12 13 14 15 16 17 18-� 19 EMI N P•�� \� 3 SC = 18+97 SI = 2751.24 AT R/W to SL=49.5'TO CAP LU PIRR PIRR PIRR PIRR PIRR ' PIRR PIRR PIRFI PJR \ IRR P (4"PVC @ 2%MIN.) p � J Q -J a CO) LUU 0 ALLEY ALLEY 1 \ i i s - e\ee ~ CD zo-� - - - - - - - - - - - - - - m z C- C m mtm n C) � Q W Q Z PIRR PIRR PIRR PIRR PIRR PIRR PIRA PIRR \ PIRR\ PIRR PIRR =_- = a- I \ \ J \�\\ \ m o BLOCK 5 i I I 0 15 \ o 0 0 o z CC a, SEE SHEET C.402 0 w w } � W Q O Z Cco .')1 O LU LU SEWER PLAN AND PROFILES U = z SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" m z ¢ C Dz � J W Q O w CO z 8-INCH SEWER PROFILE- E. HIDCOTE ST. 8-INCH SEWER PROFILE - E. HIDCOTE ST.AND S.MECHTA AVE. 2765 2765 2765 2765 ■ O EXISTING GROUND AT EXISTING GROUND AT PIPE CENTERLINE PIPE CENTERLINE 2760 2760 2760 2760 O --- 1 \ - - --------- ---- ----- - FINISHED GRADE AT PIPE CENTERLINE FINISHED GRADE AT 0 LU w PIPE CENTERLINE O I� 2755 2755 2755 2755 = p Q � y - y z a Q z J L W � 2750 2750 2750 2750 w C/) W 35.92 LF 8"PVC @ 0.42% SSMH 9 9.5 20.93 LF 8"PVC @ 0.43°I STA= 11+00.51 RIM = 2758.23 @400/ 2745 8"INV OUT=2747.93(E) 2745 2745A- 2745 - 206-.4-9W 8"PVC @ 0.40% SSMH 5Q SSMH 3 SSMH 4 (48"DIA.MANHOLE) Z SSMH 2 SSMH 2 (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 18+25.78 W STA= 10+00.00(W) (48"DIA.MANHOLE) STA= 17+60.93 STA= 17+85.86 RIM = 2758.148"INV IN = 2745.44(S) STA= 15+50.44(N/E) STA = 15+50.44(N/E) RIM = 2758.48 RIM = 2758.38 RIM = 2758.67 STA = 10+00.00(W) 8"INV IN = 2745.00(SE) 8"INV IN = 2745.19(SE) 8"INV OUT= 2745.34(NW) 8"INV IN = 2744.07(E) RIM = 2758.67 8"INV OUT= 2744.90(W) 8"INV OUT=2745.09(NW) 2740 8"INV IN = 2744.07 A 2740 2740 8"INV IN = 2744.07(E) 2740 8"INV OUT= 2743.97(N) 8"INV IN = 2744.07(W) 8"INV OUT=2743.97(N) PROJECT NO. 21-0204-1-112 DWG FILE C.401 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT 11+50 11+00 10+00 9+50 15+00 16+00 17+00 18+00 18+50 ISSUE DATE 03/01/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN CA01 SHEET 8 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.400(Sewer Plan and Profiles).dwg 0 o SSMH 9 ,a o SSMH 2 I I oo -168.8° 138.3° \ \ I I 13 \ SSMH\4 \ 5� - '\ ° SC 18+39 143.0 SI = 2751.56 AT R/W 1 � z, z cc a- z � z I a z ccw z cca z_ s\ SL=49.5'TOCAP I �`a' �`a' �`a' �� `C `a' g ~` ~`¢' SSMH5 I 4" PVC 2°/ MIN. ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ( @ o ) MHO o McyO o MC�O o �r-O o ti�0 o tiC.-'O o ti O o ��O o e 1 OMH N LOOH N NH N C+'H N EC'H N CCn coH EXISTING LAVENDER oar oar oar cn�r ��r +Ln +Lr r±�� 1 ~MU ~MU ~MU ~MU ~MU ~MU ~MU ~MU 10.50' O HEIGHTS SUBD.NO.1 I u `i u a a `j u a a `j u a n N u a n `j u a n `j u a a `j u a a 8.00' 11 U- - -J - U-J - U-J - U-J - U-J - __ \ U-J - Cn Cn Cn Cn to Cn Cn Cn Cn Cn M Cn Cn Cn Cn W Cn Cn S Cn Cn woccK 1\ to VJ to BLOCK 6 \ \ \ ° 8 9 1 1 11 12 13 14 15 16 17 18_- 19 \ `\ 14 SC = 18+97 SI = 2751.24 AT R/W SL=49.5'TO CAP O T PIRR %RR 1 PIRR PIRR PIRR PoR \ n IRR P -J y (4"PVC @ 2%MIN.) ALLEY ALLEY y ti O cn `" °O -� - - \ I i i - 3. - 3 P\PR Q m -:Zrm cc) 0 ~ O \ -, m 0 � c c PIRR PIRR PIRR PIT PIRR \ IRR\ PIRR PIRR =_- _ a_ ___ L - a- \ c ¢ cn 15 m z 3 d 1 WW O w 0 3 = 3 7 8 9 1 111 12 13 14 1 16 17 18 SC = 19+69 a co I o w v' \\ I I SI = 2750.74 AT R/W CIVIL INNOVATIONS T 1 �a > SL=49.5'TO CAP NORTH EXISTING LAVENDER I z z z a z cc a z U EE z �a z z z 3 10.50' (4"PVC @ 2%MIN.) HEIGHTS SUBD.NO. 1 a �LLQ ¢ ¢ ¢ w Q \ Q Q 8.00' I M C o O o p 0 o Cl)C b O o M O N O C C''O o �j Z M C p O o = O O o M O o 4 0 2 0 0 4 0 8 0 0 0� CV P- N N l!') N M M r H N W O C70 H CV O Co C.o N M ~ N -�"'CID @ +6'`�' U� +r"' +v"' +C\j o 2 N� @ + "' @ +-"' @� N d HORIZONTAL SCALE IN FEET N N U N I-V U C V N V U N N U N N U N N V U N N COU ° °S v c� ac N v > c�I ti 4 2 0 4 8 II II II a IIN II a II II II a II II II a II II II a � a II II II a \ II II II a II II II a O I C>-J (,)-J = U-J C J-J U-J V Cfj U-J U-J U-J w U)cn U) cn cn cn U)cn U) Cn cn Cn cn cn U5 z cn cn Cn Y \ Cn cn U) Cn cn cn y SC - 20+22 1 LL" C.Do \\ s ° t SI =2749.84 AT R/W VERTICAL SCALE IN FEET 1 \ \ o SL=47.5'TO CAP 16 SSMH 6 (4"PVC @ 2%MIN.) . ° jSf ° ,S c) 4.50' 0 135.0° j� 60.62 LF 4"PVC @ 2.01% INSTALL PRIVATE SEWER CLEAN-OUTIL SEWER NOTES INSTALL PRIVATE SEWER CLEAN-OUT RIM = 2756.80(MATCH FS) w w I w I w t w ( w I w I I I w ! ! STA=20+51.89,60.62'L INV THRU = 2751.23 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER E.VALENSOLE ST. SSMH 8 E.VALENSOLE ST. \\ d SSMH 7 RIM = 2755.67(MATCH FS) � NOTES NO. 2 AND 3 ON SHEET CA 00. ss 24 t ss t ss 23 ss t t ss 22 s t ss t 1 135.0° INV THRU = 2748.41 18.86 LF 4"PVC @ 2.02°� G/ \ 100.00 LF 4"PVC @ 2.82% * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 06 - - - 20+52 SEWER NOTE NO.4 ON SHEET CA 00. C0 o h' e SI =2748.32 AT R/W . 135.0°- -1 17 SI -2751.61 AT CAP \ o t I I SL= 179.48'TO CAP ��,o'S AL (4"PVC @ 2%MIN.) V v �ZS T -7777- -crz - z - - - z - - - - z \ z Q z INSTALL PRIVATE SEWER CLEAN-OUT p 4� n p I-¢ - ¢ - ¢ - a U RIM = 2756.60 MATCH FS �} UW ¢ a c� ¢U * ¢U ¢c� 2 O o SC = 20+62 ( ) Ul 0 6� 1 o rn o� N M o� N �o N c oh N co M o N o CIS� N SI =2748.32 AT R/W SC =20+57 INV THRU =2751.07 +' �j +w �j +of in (dj +o @ +ao i6 �j o+v cn SL=76.1'TO CAP SI = 2748.33 AT R/W 15.00 LF 4"PVC @ 2.00% N�106 N~C+MU CN1Ih CD C.D NIl-MU NhcoCD NNM > (4"PVC @2%MIN.) SI = 2751.37 AT CAP n u a OF uN Il a uN u a IIN n = uN u a n `i u a C, IIJ � SL= 152.79'TO CAP �� O U-J = U-J = U-J = U-J = U-J = Cn fn Cn BLOCK I 1 Cn a'Cn u'us v' Cr'cn U) Cn Cn W Cn Cn a' (4"PVC @ 2%MIN.) IN P• 20 31 30 27 23 22 77.93 LF 4"PVC @ 3.41 \ INSTALL PRIVATE SEWER CLEAN-OUT 1 STA=20+56.89,59.86,L LL' EXISTING LAVENDER - -- -- - \ \ � -- 9 ( ) " J a z_ a z_ a z_ oc a z_ \\ a z z RIM = 2755.65 MATCH FS w w a p 1 O Lu � J ¢ HEIGHTS SUBD.NO. 1 I \ ¢ - INV THRU = 2748.41 = q) N ,r,00 ono ,r,No oCJ>o o \\ \\ u'MO o 000 0 59.86LF4"PVC@2.01% z a o m 1 I,-I`I- N (`C D N V Cn H N/�l` �Co l- N r F N r H N 1 M l.C) ([1j\ + Ln ([1j\ +�LC) V +.6 co (�\ \\ \\ +C1O + @ @j ��JJ �J �J Cn z BLOCKI OCK Nr- U Nam U Nr- U NtiC+O-' U a N~M U CV~M U BLOCK a W z z 19 33 u N II a u N II a 32 29 11 II a u `i II a 28 \ 25\ n `i u a IIN u a 24 21 20 18 o - U- J = U-J = U-J = \ \ U-J = U-J = J co 7n En � Cn M Cn En Cn Cn Cn Cn Cn Cn Cn Cn Cn Cn Cn C) W pow z\ \ o 1 0 o z - \ \ CD z w cc LU PIRR R PIRR PIRR PIRR PIRR PIRR \ \ _ PIRR I R a PIRR PIRR PIRR PIRR a O z co LU OC O p t00 TOB O= Z roB -- -toE� \\ Z Tog-----ToB_----TOe -__--TOB �- TOB --- - - - TOE T� - d m 1 - - - -----TOE 19 - oe _ - - i 0 E ---__TOE TOE----TOE ----- TOE TOE -- T ' OE - u' ¢ O W Cn I- � � z SEWER PLAN AND PROFILE CV SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" ■ O Z Z O 8-INCH SEWER PROFILE-S.MECHTA AVE.AND E.VALENSOLE ST. y 2765 2765 � Qw J_ L.L Q M 2760 2760 z Q Q z EXISTING GROUND AT ---- ------------ ----- p Q PIPE CENTERLINE --- � _ ---- = w LU ----- -- -_ ' W 2755 - 2755 i 4"PI(8"SLEEVE) V FINISHED GRADE AT W PIPE CENTERLINE Q I_12"SD(C-900) 2750 2750 W SSMH 8 335.50 LF 8"PVC @ 0.60% 34.89 LF 8"PVC @ 0.40% a (48"DIA.MANHOLE) STA=24+17.94 RIM = 2754.72 209•77 LF 8"PVC @ 0.40% SSMH 7 SSMH 6 8"INV OUT=2748.64(E) PROJECT NO. 21-0204-LH2 2745 (48"DIA.MANHOLE) (48"DIA.MANHOLE) 2745 DWG FILE C.402 STA=20+78.44 STA = 20+39.55 SSMH 5 DESIGNED BY BT RIM = 2754.99 RIM = 2755.87 (48"DIA.MANHOLE) 8"INV IN = 2746.62(W) 8"INV IN = 2746.38(SW) STA= 18+25.78 DRAWN BY JTA 8"INV OUT= 2746.52 (NE) 8"INV OUT=2746.28(N) RIM = 2758.14 CHECKED BY BT 8"INV IN = 2745.44(S) 8"INV OUT= 2745.34(NW) ISSUE DATE 03/01/21 HORIZ.SCALE AS SHOWN 24+50 24+00 23+00 22+00 21+00 20+00 19+00 18+00 VERT.SCALE AS SHOWN Cm402 SHEET 9 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.400(Sewer Plan and Profiles).dwg � I 7 y BLOCK 8 I B1e 8 /\ WATER PLAN 3 1 3 Ill 15 SCALE: 1" = 40'—0"HORIZONTAL EXISTING LAVENDER 3.00' 3 60 40 20 0 40 80 HEIGHTS SUBD. N0. 1 10.50' 1 CIVIL INNOVATIONS MATCHLINE - SEE SHEET C.501 MATCHLINE - SEE SHEET C.501 as SCALE IN FEET NORTH 2 9 1 W // P/qR / s E / H. W xISriNG 8„p a.00- 1 E11 w NE/Gf1TSENDERC'VATERMAIN W / BLOCK K . WATER LINE NOTES i' SUgp / 16 0 , ® POTABLE/NON-POTABLE CROSSING. SEE WATER s \ w / ° ND• 1 / 1p'Sp' om l NOTES NO. 2 AND 3 ON SHEET C.100 \ \ PIRR �'CO I�_ �' �, NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF CD11ID TE 3 ss E. COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. w 00 a O Cp o ss W v/I EXISTING RESIDENCE N r Ll.l 17 00 m/ M 7 ' "ou TO REMAIN ��,� 10 ] co a0 ,o Sy y BLOCK 9 m p o a 0 3 1 o \ \ \ 1° '80p y $ K a' NOTE: WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE WITH IDAHO CONSTRUCTION KEY NOTES ' a o z WATER PLAN Uj °° o 2 � d,,� 1p.5p, H � DEPARTMENT OF WATER RESOURCE REQUIREMENTS,WITH VERIFICATION OF = w ' DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. CONTACT IDWR IF WELL Z c 3 127LF8r,pV W ABANDOMENT IS REQUIRED. WELLS MAY BE USED FOR IRRIGATION PURPOSES. T8 Tee,8"x 8"x 8" CD EXISTING LAVENDER C 4 HEIGHTS SUBD. NO. 1 ss K S2 T$ Tee,8"x 8"x 6" —w E.PHENOMENAL ST. 5 BLOCK 6o s 36LF8°PVC I° s°` Ell - - 6 / \ " a Loi I V$ Valve,8"Gate SS + _ RR 7 / / I LF ii a 135 W � P/ W W W / ss I \ 8"PVC S2 V6 Valve,6"Gate n 3 1 1 1 \ \ RR 8 9 / / W S? / I s � �- 1. --- -- --- \ P/RR / / ° I I SS \ E45 K E11 Elbow,8",11 1/4° T8 " 12 \ P/RR 11/ W s J/�� rs 19 o ss �� E22 Elbow,8°,221/2° p W W/12 V 1' , P/RR \ \ALL\ � W W 6 _ PIRR V ° E45 Elbow,8",45° PIRR \ \ R 13 V8 II 1a� 54 LF 8"PVC _/ I •I I 14 1 I - -` l E90 Elbow,8",90° PIRR I 2 \ / 15 BLOCK 8 S? xE s 1 S1 3/4"Single Water Service Per City Of Meridian EXISTING LAVENDER P j51' Standard Drawing No.W1 &W2 3 HEIGHTS SUBD. N0. 1 \ 16 L---o- s 3/4"Double Water Service Per City Of Meridian ��ONAL\ 4 p/RR P/RR 17 , E11 E22 K - S2 Standard Drawing No.W1 &W3 '�� C JS TE,� 6 f \ BLOCK 5 � I -__ 18 " 2"Water Service(For Pressure Irrigation)Per ISPWC Q 4 /y/� //�J p\ 5 \ P/R� w w oE« 0� \ 6 / e PIRR \ , L- Ji a>q. 19 y S3 Reduced d Pressure Backflow Assembly(RPBA)ed ��0 62 8 \Ww / \ \ `�R 38 LF 8"PVC $` Water Service Sleeve(2"PVC Schedule 80) ss 7 / P/R o� " K V6 T6 , s` See Water Note No.4 On Sheet C.100 �'�' �� 0 F ss EXISr1 8 ___ -` j S2 Temporary 2"Blow-Off Assembly Per City Of Meridian �� pER NG 8„' / l P/RR B.Op l Standard Drawing No.W13 MIN P w HE/GH�VENDER WATER MAIN 9 / a<<Er P - Fire Hydrant Assembly Complete Per City of Meridian Standard S SUBp Np 1 10/ W W / I /RR -- 3 1 Sa H K Drawing No.W8(Also See City of Meridian Standard W / I I \ 0 0 10 LF 6"PVC Drawing No.W9 for Water Service/Fire Hydrant Location) ss \ / / W W /11 I I \ LL U W / 12 R PIRR i -i y c� 14 EKI P.C.C.Thrust Block(As Required Even If Not Shown) S _-,I o LU LU SS \ /Wn / \ r = Pl 11 1 , / H O Z / W S2 13 o RR CO Point of Connection.After Testing And Approval,Connect cc O } E. VALE o i to Existing Water Main o a m SS \NSOLEST W / l WW / 14 BL06K '�; �� W z z S p / S2 Wz 1 � — O J W PIRR PIRR O D U \ \ CG a is Q v Z = N g ,, ss \ `Q s o '. � o z � S2 N 17 = � o w F- 12 w " � III V II 18 4' � oz F- LU a \ M z LU U co \ EG S y 3 ¢ p O LL ss H Z 15 oCnc, 13 275LFW„ vs ° I o ' 8.0p, zmM \ \8 pVC 4 50, LU ss w a LU o o� c s 10,5p, z 18 s w S h v 5 O J 10 N \ o' o s , Lu ¢ o 17 s / S2 = cam z 11 , ST, ° S2 o y r S \ EXISTING LAVENDER 20 S2 1pBLF8"p PIRR 14 HEIGHTS SUBD. N0. 1 / o SS VC ° j 1 E45 K N P/RR 34 15 15 LF 8"PVC ■ � O / a S2 16 31 s+?S? II o 18 / SL s . s S 301 PIRR BLOCKI 's� II rs s; � Z P/RR 19 / I '' .r - Cz 108 S2 E \ PIRR 33 27 S12 4$ \ CA EP CEPEP—, �—\— roc\— --- --- P/qR / 2 E —r 32 ° sxEo I EP —r `--- EP / EP \ \ —'°�60 Eq SEME , —— r� ` 29 23 p EP EP �� ° / roc—— — \` PIRR I 22 — Q I // \EP \EP \ '-->�\\\ qRR �gTER ---rE,,°e\'--, � 2s it ° y o a I _ o — PIRR l 11 Q � EP EP _ roE —_ r0E z CA LU EP EP \\ \ =— �—cc_--�--\ \\_oB— r 1 <_ Q 25 d Q — *oe ec r —roe pit? / _ I I fP \ �� —rOE _— — roc—--- ��_ RR I o 1 \; r� E� —roE _— l/ I 24 C / O \ �\oe _ —� --s —_ l_ \� PIRR G IEP EP \oE — `roe\crow Ec— roe`` l/ —roe °s xP�B1B FUTURE LAVENDER � � EP e�\ � I / I EP �\\`\\�Ec — \ — lroe_— \ R I / w HEIGHTS SUBDIVISION I EP \o — — r� \ —— P/R I I r--� \ EP � —ram �ec_ l i °E� 21 r°E ro° r r, / — P � a I I m \EP PIRR 161�> — --;_ — ° -- oaf 20 �\ I EP ��-- —E ` cc IEP os� —r°E— /,R ALOCK LU \\ \r-- - EP EP 19 \ Ee , BLOCK EP \ 18 omcE c 1 I roe Z I I EP EP \ \ \\E � � \_ �\rBs� PIRR EP EP \ c \�rLU oc \\\roe \\� \roe \�� O nosme r____ — ---, \ \ \ \ \ r roE\ PI u-----J L---- I \ \ EP EP E RR EP BLOCK 1 \EP oe ,C PIRR - - a — roe - - - - - - - - - - - - - - - - 1 • FP \ � Q GIRW GIRR— U GIRR GIRR GIRR GIRR GIRR GIRR GIRR f toe PROJECT NO. 21-0204-LH2 EXISTING LAVENDER FP \ \ \ HEIGHTS SUBD.N0. 1 \FP\Fa � 0 0 Tee / \ DWG FILE C.500 — — — — GAS — DESIGNED BY BT DRAWN BY JTA o — — — — — — — — — — — — — — — — — — — — — — CHECKED BY BT 0 EG EG EG EG EG EG EG EG EG EG EG 0 \ _ _ _ .P—————&P—————EP—————EP—————EP—————EP—————EP—————EP—————EP—————EP—————EP—————EP—————EP EP EP EP EP EP EP EP P EP EP EP EP EP EP c—— uqc non scx oa�.E"roes _EP— uGT EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG � ISSUE DATE 03/01/21 E HORIZ SCALE AS SHOWN SAWCUT SAWCUT sawcuT cur snwcuT sawcuT snwcuT 32 VERT.SCALE AS SHOWN w — — -o + — w — — w — -o w — — — — — w w —CD — — — w — — — — w — — —o— — w — w —ow — — — E.LAKE HAZEL RD.— o 0 0 0 o w 0 0 0 0 0 — W —o — W - - W - - -o- - W � - - - - w - - - - -o - - W - - - - - W - -o - - W o ri ^ -+� - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ - - - - - -++ �r 1 W O N co V Uf to — — — + + 1 T \ N N N M M M co M M co --- -_- --- Cm1500--"--- —— T — __ _ EP EPEP EP EP EPEP� —EP EP \ / SHEET 10 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.500(Water Plan).dwg I \\ WATER PLAN SCALE: 1" = 40'-0"HORIZONTAL r 60 40 20 0 40 80 CIVIL INNOVATIONS PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR I�IRR PIRR NORTH HORIZONTAL SCALE IN FEET ® -------40 --- WATER LINE NOTES - BLOCK 4 POTABLE/NON-POTABLE CROSSING. SEE WATER 10 9 8 7 6 5 4 3 2 1 NOTES NO. 2 AND 3 ON SHEET C.100 NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF T EXISTING LAVENDER o HEIGHTS SUBD. N0. 1 m O COVER, ALL OTHERSHALL HAVE 4 FEET F COVER. F-T 1=C T I Vn N ou 0 C7 0 00 � ca CONSTRUCTION KEY NOTES Q N 3 (m Z WATER PLAN O Uj °° 0 3 V M = �� I I EXISTING LAVENDER T8 Tee,8"x 8"x 8" ss � T W W W W W W w W w WW W w HEIGHTS SUBD. N0. 1 T6 Tee,8"x 8"x 6" E.BRACE DR. SS SS SS SS SS SS SS SS SS SS � \ SS 3 � I V8 Valve,8"Gate MIT ° ---------------------------- oo \ - - - ° -o- o o o o ° ss V6 Valve,6"Gate 4- PIRR Elbow,8",11 1/4° PIRR PIRR -- --- PIRR PIRR o E22 Elbow,8",221/2° EXISTING 8" ss \ ° C WATER MAIN E45 Elbow,8",45° 13 2 PER LAVENDER 3 8 10 HEIGHTS SUBD.NO.1 T 3 4 E90 Elbow,8",90° EXISTING LAVENDER EXISTING LAVENDER - �s 3/4"Single Water Service Per City Of Meridian N 3 HEIGHTS SUBD. NO. 1 HEIGHTS SUBD. NO. 1 EXISTING LAVENDER L _ _ _ W _ _ S1 Standard Drawing No.W1 &W2 HEIGHTS SUBD.NO.1 A 3/4"Double Water Service Per City Of Meridian ��ON L ss - 8 Pvc S2 Standard Drawing No.W1 &W3 �� Cis T y - -- - -- -- 2"Water Service(For Pressure Irrigation)Per ISPWC O 3 I I $$ SD-402 With DEQ And City Of Meridian Approved UW BLOCK 7 BLOCK 8 I BLOCK 8 3.00' 10.50' P I Reduced Pressure Backflow Assembly(RPBA) _ I Water Service Sleeve 2 PVC Schedule 80 03� 12 3 7 11 1- $L ( „ )as 3 3 s 9 I UP — — — — GAS - See Water Note No.4 On Sheet C.100 �� y a i s BL 5CK 9 o B Temporary 2"Blow-Off Assembly Per City Of Meridian �� O V o 1 I I � sl 1 I ❑ Standard Drawing No.W13 N P I 1 Fire Hydrant Assembly Complete Per City of Meridian Standard N ° I Drawing No.W8(Also See City of Meridian Standard 1 y Drawing No.W9 for Water Service/Fire Hydrant Location) EXISTING LAVENDER c LL c, w HEIGHTS SUBD.NO.1 I 1 P.C.C.Thrust Block(As Required Even If Not Shown) F- a o LU LU U5 11 3 6 12 � I ❑ Point of Connection.After Testing And Approval,Connect z U_ cc 2-- 4 } r P to Existing Water Main o a m 1 I I z ¢ o I I W z z z j l I LU Mp J z I S2 6 I zoo z LU 1 1 0 o o z I s 1 C LU > o D I z o�"C a FLU - 1 Z U vi a I apz w 10 5 5 I 13 S2 o LU C � o I1 EXISTING LAVENDER vS W w 1 K VIB T6 H K I HEIGHTS SUBD. N0. 1 a z N 1 10 LF 6"PVC 1 /� o BLOCK 9 "' "' s ° 3 BLOCK 7 a N a l s. 7 1 2 1 9 6 4 14 a 1 00 1 NI o I 0 s 1 _ S2 3 PIRR PIRR PIRR si �� 7 BLOCK 8 I B1e 0 3 8 3 1 15CA N I EXISTING LAVENDER 3.00' HEIGHTS SUBD. NO. 1 3 10.50' as f t l Q Im >o MATCHLINE - SEE SHEET C.500 2 °' J MATCHLINE - SEE SHEET C.500 9 W PIRR Q z EXI PER TING g„PAC _�/ 8.00, q E11 K _ w _ yEIGNAVENDER WATER MA/N a BLOCK 8 C4 z Q w° s \ w y S SUBD ND 1 % 16 1 0 5p o I y - PIRR kkaiy \ l 4, cc 3 ss E.HIOCpTEST w 1 / 3 — - _� LU ss w s -/CO EXISTING RESIDENCE \ \ P LU 17 sy m/ M T W TO REMAIN ,� 10 w y � I `� BLOCK 9 � 8 / 3 _ w o 8.Op v NOTE: No 1 o SS \ \ 3 /( a EXISTING WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE WITH IDAHO 11 W `"' 2 ° 1p5 DEPARTMENT OF WATER RESOURCE REQUIREMENTS,WITH VERIFICATION OF w H ' DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. CONTACT IDWR IF WELL Q 3 127LF8,,pV w ABANDOMENT IS REQUIRED. WELLS MAY BE USED FOR IRRIGATION PURPOSES. EXISTING LAVENDER C 4 HEIGHTS SUBD.NO. 1 e W SS \ _ K a S2 —W W O - 5 BLOCK 6 0 36LFg„P I` 1 . 0 E.PHENOMENAL ST. s ° VC E11 J Q SS M - RR 7 , a 3S g„P + PIRR 8 �� WW I SS j VC µ, s S2 .I S 4 PROJECT N0. 21-0204-LH2 \ 9 ? s --- P/ E45 K DWG FILE C.501 RR \ \ / I _ 1 r8 w P/ / 12 DESIGNED BY BT �.s a ss �. PIRR \ \A(\ �� W/12 ? V8 Vb, i •-` • o - -- �� - DRAWN BY JTA ° CHECKED BY BT PIRR PIRR V8 13 /( s,? I °. I „ I 18. 54 LF 8"PVC \ �RR 14 I __ l ISSUE DATE 03/01/21 1 PIRR \ j /�,�� W W II HORIZ.SCALE AS SHOWN 2 \EXISTING LAVENDER P/RR 15 BLOCK 6 S? �_ 1 VERT.SCALE AS SHOWN P R \ II �` 15. ----- SI - 3 HEIGHTS SUBD.NO.1 16 M 4 BLOCK 5 PIRR PIRR I 17 E11 E22 K-- ---- I 1 13 Co50 1 SHEET 11 OF 15 D:\Civil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.500(Water Plan).dwg ILd 8 7 BLOCK 8 S3 /\ IRRIGATION PLAN 3 S3 15 W SCALE: 1" = 50'-0"HORIZONTAL EXISTING LAVENDER HEIGHTS SUBD. NO. 1 m 3 75 50 25 0 50 100 MATCHLINE - SEE SHEET C.601 y 1 MATCHLINE - SEE SHEET 0.601 - CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET IIIIIIIII� i i IIIIIIIII� u 1 i d S1 NORTH 2 1 9 Q W / P/RR EXIS TIAIG W P RIGATIpN Mq ESSURE / W y HEIG�A�ENDER N ` / BLOCK 5.00' CONSTRUCTION KEY NOTES HTS O2 SUBD / S3 16 0 PRESSURE IRRIGATION PLAN PIRR of H/D j I _ �' SL4 Pressure Irrigation Sleeve, 8" PVC, C-900 0 Ss COYEST o SS W / II \\ W \ T4 Tee, 4" Q c~n v c LLi 17 ' > m 00 00 O \ w S3 o 10 T6 Tee,6 00 ss s BLOCK 9 oo g o \ \ 1. 8 Y N C 3 W ------- z, V1 Valve, 1"Gate ' ¢ N 0 1 i , // ss 4 y $ w a o 0 \ / Z\\\ // 11 S1 O LL; m p 3 2 d�'� W / s V4 Valve, 4"Gate C = 3 �, Z o 3 EXISTING LAVENDER \ w a a V6 Valve, 6"Gate T 4 HEIGHTS SUBD. NO. 1 U_ SS J —W W �d � � u 5 E1 Elbow, 4", 11 1/4° BLOCK 6 E.PHENOMENAL ST. s s - ss / S \ - \ I E2 Elbow, 4", 22 1/2° / a W a \ PIRR g Ss w s E3 Elbow, 4", 45° EXI Sr \ \_ \ \ 'r7l N 9 / I SS \ \ E4 Elbow, 4", 90° PIRR p RICAT/ON PRESSURE W 12 ER LAVENDMAIN / 11 / SS S1 �� ° A((EV PIRR HE�GHTSS�DRNp / Elbow, 6", 11 1/4 S3 / 12 I _ \ PIRR PIRR 13 I i =„� E6 Elbow, 6", 22-1/2° P Sy 14 PIRR \ / /�� wW S1 —, E7 Elbow, 6", 45° 2 \ 15 s 3 EXISTING LAVENDER PIRR \ \ l Sr BLOCK 6 " 1 / I ° P'RR E8 Elbow, 6", 90° NAL kd\ HEIGHTS SUBD. N0. 1 EXISTI \ o $y 16 4 P R/GAT/ON PRESSURE P/RR / PIRR 17 S Ri Reducer, 6"x 4" BLOCK 5 NERLAVENDERAIN �� , Sr r ---- 18 13 S1 4 5 /GHT SUBD \ P/R 31gLF4e w w Sr �°`«�j 3/4"Pressure Irrigation Service Per NMID Standard b 6 S N0. r S3 P W w P/RR \ , PAC � I i V� 19 y�/ S1 Detail-Type"A"Riser 8 7 Sr / \ \ _ �R Sr �_ � 4 -1 a 1"Pressure Irrigation Service Per NMID Standard �� ss Detail-Type"A"Riser, For Long Side Service. �� OF X 8 / Sy PIRR - --3- Existing Pressure Irrigation Service Per W o 9 / 10/ 3r8�F4"PVC A<<EV P `sr y - S3 Lavender Heights Subdivision No. 1 3pF4„P w s 3 S4 2"Pressure Irrigation Service Per NMID Standard 2 p s Detail-Type A Riser PIRR �FA $1 Ci U W / v `�' p '/ y / L J Q ss \ / / 12 ( a y i 63 LF 14 E�] P.C.C.Thurst Block(As Required Even If Not Shown) _ � N i7 I EL RR o Z E W 13 o Pi SL4 s zd � m ' SS NSO�EST w / / / 14 II Sr o N1 Deflect Pipe Per Manufacturers Specifications z a o / W W BLOCK S co W z z - Point of Connection.After Testing And Approval, Connect To o z Sy 4 4rrp�C E�l Existing Pressure Irrigation Main o W F, II °s PIRR PIRR T6 R1 K (41 9 SS \ 0 16 4 Ny y s 131 LF 4"PVC o 0 0 o z � � U O w > 12 W II I 18 s E2 zoLU U CO w E� ss II 3 15 S1 0 LU 00 W K = z 13 s a Cl w w z °O � ss w s ¢ z � 16 Ss \ W . • y U J 10 \ s ' cn =LU x 17 i \ \V a�ENSD�E . s • s • °. s � 3 ° � � � z s/ 11 S a ° 3 s \ W s EXISTING LAVENDER 20 S2 / s PIRR 14 HEIGHTS SUBD. NO. 1 / 0 � PIRR 34 � °s � 15 / S? 16 S1 0 a\ R / $ ? II o Z i 31 s s 18 I 1 PIRR BLOCK 1 / 30 s; \ m 0 19 r0E \ PIRR $3 33 3.00,PyP 27 o � � \ CA — —r U — — EP 32 2 cfl y — co a — — �P--i — \ \ � , , I I — _ � S2 EP EP — — o � R co --- \� °"6� Eq SEMEN� — Sy Vr Vy 29 � a 23 � O _ _ Q P EP F r \ PRR .. II 22 a = Q // \FP y\� EP \ ——— \\ ARR L/ TER————r°E EXISTING 6"PRESSURE $y 28 III II � \ FP A� IRRIGATION MAIN P/RR II z Q � EP � — rCD / 1 FP \EP \ `� — PER LAVENDER �r°e,� o Vr2 s y Q Q \ T"E--——'— HEIGHTS SUBD.NO.1 ° ——— 1 —— ———, h p_ LD I / I EP — PIRR �� 5 O Ir ¢� \ cc EP \ EP— —\� E�— ,; ——r°E EXISTING 8"PRESSURE — —'°�—_ sr 24 5.00' Cw / \ PI G I / EP EP —�_ `r°e��° �\1 IRRIGATION MAIN -- RR —\ �,\ PER LAVENDER P _ "°.B1B /¢ CID FUTURE LAVENDER 11 \EP EP °E—\ \;° HEIGHTS SUBD.N0.1 r°E— —r°a— PIRR I I Sr V r W / w HEIGHTS SUBDIVISION I \EP °— E°— —\ — 497LF 21 r°E\ r �_\ —— r°E� — —r0" \ � g��PAC (�y I / _ P s"eo j I \EP EP�� —— mE P/RR I � I I m -- — —� / P — PSEo ®k°p \ — --;— — ° -- oaf 1 Sr 20 �\ I EP —E`-- I EP ,;0 —SOCK �\ W --- L --- II EP EP \-- �\��e 19 °F� RR `sr BLOCK9 Q \ T \ ' \ EP — � � � 18 EG J \r0F \ \ EP FP EP \ ° \T� \� \ \ �r°e �\ Cd W L-----J L---- I \ \ \ Tpe TOE EP RR I EXISTING PRESSURE IRRIGATION ��EP EP PUMP STATION PER LAVENDER BLOCK 1 `\ a °e roe - - - a - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - HEIGHTS SUBD.NO.1 �� EP -- -- -- \ \\ TOE l� TOE \ 1 �, , GIRW GIRR U GIRR GIRR GIRR GIRR GIRR GIRR GIRR f Toe �� PROJECT NO. 21-0204-LH2 EXISTING LAVENDER EP \ \ \ HEIGHTS SUBD.NO. 1 \FP\Ea 0 0 eB \ DWG FILE C.600 \ — — — — GAS — DESIGNED BY BT DRAWN BY JTA r O CHECKED BY BT 0 EG EG EG EG EG EG EG EG EG EG EG 0 \ .P —&P EP EP —EP EP EP EP EP EP—————EP—————EP—————EP EP EP EP EP EP EP EP P EP EP EP EP EP EP c uqc n°"s°x oar"E.roes _EP— uGT EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG ISSUE DATE 03/01/21 E HORIZ SCALE AS SHOWN SAWCUT SAWCUT \ �L w — — — w — — w — — w — — — — — w w — w — — — — W — — — — — w — w — w — — — w — — w —SAWCUT w — — w W — SAWCUT W — W SAWCUT — W — SAWCUT— W L . SCALE AS SHOWN � — - E.LAKEHAZELRD.- - - - - - � cuT - - - - - - — - - - - - - C . 600 3 _ m ——— T — __ - EP——_—_EP—————EP——_——EP—————EP —EP— EP EP�_ —EP EP \ � \ SHEET 12 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.600(Irrigation Plan).dwg I \\ IRRIGATION PLAN SCALE: 1" = 50'-0"HORIZONTAL r 75 50 25 0 50 100 CIVIL INNOVATIONS PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR IRR PIRR NORTH HORIZONTAL SCALE IN FEET ® --- CONSTRUCTION KEY NOTES BLOCK 4 2PRESSURE IRRIGATION PLAN 10 9 8 7 6 5 4 3 2 1 y SL4 Pressure Irrigation Sleeve, 8" PVC, C-900 T EXISTING LAVENDER Z o HEIGHTS SUBD. NO. 1 m w 00 T T4 Tee, 4" Q N N o o ti w a I T6 Tee,6" � � `Y' 05 .� j I o II Y 2 I I V1 Valve, 1"Gate ' ¢ N L. . O Z 3 IV V4 Valve, 4"Gate Q M m 3 ZC, Z o ss \`\ �� EXISTING LAVENDER V6 Valve, 6"Gate T \ 13 - - _ W W W W W W W W W WW W W HEIGHTS SUBD. NO. 1 — E.BRACE DR. E1 Elbow, 4", 11 1/4° mmA — — — — — — M \ SS SS SS SS SS SS SS Ss SS SS SS E2 Elbow, 4", 22 1/2° mrn MIT \ -o-------------------------- o 0 0 - - - o o o o s E3 Elbow, 4", 45° — — � — — — — — — — — 3 — — — — — —� 9 — � � I � � � E4 Elbow, 4", 90° PIRR PIRR PIRR ___ __ -_ ___ PIRREI PIRR EXISTING 4"PRESSURE ° EXISTING 4"PRESSURE IRRIGATION MAIN o N > ss E5 Elbow, 6", 11 1/40 a IRRIGATION MAIN PER LAVENDER a PER LAVENDER 13 2 z E6 Elbow, 6", 22 1/2° HEIGHTS SUBD. NO. 1 w HEIGHTS SUBD.NO.1 3 8 10 T- a 3 m 4 E7 EXISTING LAVENDER EXISTING LAVENDER Elbow, 6", 45° vi - HEIGHTS SUBD. NO. 1 HEIGHTS SUBD. NO. 1 EXISTING LAVENDER L — — — W — — E8 Elbow, 6", 90° 3 —— —— —— —— — HEIGHTS SUBD.N0.1 I OI�AL — — -- -- -- -- ss 8 Pvc Ri Reducer, 6"x4" 3 BLOCK 7 BLOCK 8 I 3/4"Pressure Irrigation Service Per NMID Standard 1 BLOCK 8 i I I Si g ��0 62 12 •� I � Detail-Type"A"Riser � o 3 7 S3 11 — _ _ ❑ 1"Pressure Irrigation Service Per NMID Standard �� GAS - y 3 a I s 3 s BLOCK 9 ©Q S2 Detail-Type"A"Riser, For Long Side Service. �� OF X 1 I sl 5 S3 S3 Existing Pressure Irrigation Service Per '*IN P I Lavender Heights Subdivision No. 1 EXISTING 6 PRESSURE 6 e IRRIGATION MAIN S4 2"Pressure Irrigation Service Per NMID Standard EXISTING LAVENDER PER LAVENDER Detail-Type"A"Riser LL JLU HEIGHTS SUBD.NO.1 I O F J a HEIGHTS SUBDCD .NO. 1 LU 3 K P.C.C.Thurst Block(As Required Even If Not Shown) _ � N 11 4 3 6 $3 12 o I zoo m 1 I N1 Deflect Pipe Per Manufacturers Specifications o z > z ¢ O LU LU I I E�l Point of Connection.After Testing And Approval, Connect To oz6 S3 LU Existing Pressure Irrigation Main o Z S Z = LU 1 ° 3 I O OC O I s 1 O w " > � I Cl- z LUoC a F- — S ZLU U a O z LU LU 10 5 5 S3 13 I EXISTING LAVENDER C= w I LU HEIGHTS SUBD. NO. 1 z ¢ z � � , I I BLOCK 9 "' co 3 BLOCK 7 7 S3 I 2 1 9 j 1 EXISTING 6"PRESSURE 6 4 S3 14 I IRRIGATION MAIN N 3 1 s ( PER LAVENDER 1 N I HEIGHTS SUBD. NO. 1 O s 1 3 PIRR PIRR PIRR i — -- -- -- -- -- ` P Z W 7 BLOCK 8 I a e S3 3 8 3 $3 = 15 "ILU L 1 CA LAVENDER 1 HEIGHTS SUBD. NO. 1 a 3 m I ® 1 — t , � ME S1 Q 2 u J` 1 MATCHLINE - SEE SHEET C.600 9 MATCHLINE - SEE SHEET C.600 � s 1 O W PIRR EXIST/NG4„P W Q Q — W RRI GA RESS TION URE W �EIGNlS SND RAIN S3 BLOCK 8 5.00' z o r • — \ I —PIRR U5 / � cc E Ss HlOt;oTEST W 1 3 \\ � LLJI cc SS W t LLi I \ \ W $3 17 W T a \\\'> 10 BLOCK 8 � _ = o \// \ 1• I / o� W --^Z 3 1 / o SS 4 y 3 <U5 a 2 o W o \ � s a ,,J ,Z\\ 11 S1 3 EXISTING LAVENDER \ W a 4 HEIGHTS SUBD.NO. 1 \ e W —W W d 5 E.PHENOMENAL ST. BLOCK 6 s.• s \ .1^• S V SS - RR 7 ' I • \ I W W W / ss I j \ I I I P/RR $ w,.°-, °1 �H�Q � W s S C OTEsl PROJECT N0. 21-0204-LH2 IS \ \ T/N 9 / s --- -- - --- I G4P PI R DWG FILE C.601 RR R/ RE \ \ Gq SS / I T/ON URE 1 w PIRR \ PERLq VENNMAIN / 11 / SS 12 S1 DESIGNED BY BT \ P/RR HEIGHTS ER / a PIRR \ \ -A(\ SUB No l S3 WW/12 i i s _ _- - DRAWN BY JTA \ PIRR / 13 I ° CHECKED BY BT P $1 14 I - --II l ISSUE DATE 03/01/21 PIRR \ /G� W sr , ` HORIZ.SCALE AS SHOWN 2 15 I „E 1 VERT.SCALE AS SHOWN EXISTING LAVENDER P(RR ` \ PIRR BLOCK 6 \ \ SI —3 HEIGHTS SUBD.NO.1 EXIST/NG \ y sy 16 M 4 "141BLOCK 5 ER�AVFONMA/N SURE PIRR wW PIRR Sr 17 -- ---- I 1 13 S1 Cm601 SHEET 13 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.600(Irrigation Plan).dwg -FINISH GRADE A.1 A.1-1 NO TREES OR SHRUBS OVER SEEPAGE BED NATIVE BACKFILL I COMPACTED TO 95%PROCTOR DENSITY E A.2 Cj A D Z- Z- Ip Qrl rogQ Q Q °D - < C) aA.3 ONON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP 167M92 5 AND SIDES OF SEEPAGE BED. OVERLAP OF VMINIMUM. 63RIGHT-OF-WAY CD PLAN CONCRETE COLLAR D 33' _j N.T.S. ANGUL "-2 0 W 2' 5' 8. 2' 14.50' 14.50' 2' 8. 5' 2' AR 3/4 " OCK < CD ch VLANDING SIDEWALK SIDEWALK LU VLANDING � g 0 00 F_ C\j C/) c? A.4 0 ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD- zj- Ui SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 18" CD r-_ 00 = 0 0 CO 00 2% 2% 2% 1.75% M 00 - - - ASTM C33 FILTER SAND 1.5' 0 in g? 00 >0 1.75% 2% ... ...... ... C) z A.5 Ld MIN.EXCAVATION :21111 < 5"THICK CONCRETE SIDEWALK PER W CD Q_ 5U) LU 2-1/2"OF ASPHALTIC PAVEMENT x = 3: ACHD SUPPLEMENTAL DWG.SD-709 Ld LLj 5 R�: (SP-3,0.50 INCH(Y2")MIX,PG 58-28) 4"OF 3/4"MINUS CRUSHED GRAVEL SEEPAGE BED SECTION VIEW 6 U co SECTION CONCRETE COLLAR 4"OF 3/4"MINUS CRUSHED GRAVEL BASE C:) EXTEND ROAD BASE MATERIALS < N.T.S. 14"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) > COMPACTED STABLE SUBGRADE 4 a_ MONITORING WELL(GROUND WATER OBSERVATION WELL)-SEE DETAIL SD-627 ON THIS SHEET NO TREES OR SHRUBS OVER SEEPAGE BED A.1 A.1-1 9 5"TRANSITION FROM SOLID TYPICAL LOCAL STREET SECTION WALL TO PERFORATED PI I �/ �<' NA TIVE I Cj 5'(MIN.)OF 18"SOLID WALL PIPE COMPACTED TO 95%PROCTOR DENSITY 1 NOT TO SCALE 'k A.2 ANGULAR 3/411-2"ROCK -------------- -1---------- INLET FROM STORM DRAIN MANHOLE T 18"NON-PERFORATED PIPE 18"PERFORATED PIPE CAP END (SEE PLANS FOR LOCATIONS) INV.=A.3 --------INV. A.3 -------------------- A.3 aD D��gD �a D �a� D�� JL SECTION PIPE BEDDING 14 N.T.S. 4"OF 3/4"PIPE BEDDI ING 1� J \Q A.4 AL ASTM C33 FILTER SAND Te 2017 ACHD REVISION 4z A.5 Ulu MIN.EXCAVATION IDAHO STANDARDS VW L FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING �OT6 2 3'MIN. CONSTRUCTION OBSERVATION WELL S D-6 2 7 / / 0 SEEPAGE BED PROFILE VIEW HIGH GROUNDWATER (ACHD SUPPLEMENT) 1 OF 2 OF --7 >< < INSTALL STORM DRAIN ELECTRONIC MARKERS AT 3: 3: ALL FOUR CORNERS.SEE STORM DRAIN MARKER IN P,'� C) C) LEGEND NOTES ON THIS SHEET. WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER CD 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 2'-0" cc 16-4- cc 2-0" CONCRETE (COLLAR), CLASS .3000 (ISPWC SECTION 703) 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER E3LL� C_)I, < 8"THICK RIBBON CURB PER ROLLED CURB AND GUTTER PER TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- CC 3-1 ACHD SUPPLEMENTAL ACHD SUPPLEMENTAL CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS LU LU Ci SEEPAGE BED AREA = DWG SD-703 2% DWG.SD-702 W 1 PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SCIR 35. WELLS BACKIFILLED IN A PIT REQUIRE 6" cc C) CD PIPE. DRILLED WELLS MAY USE 4" PIPE < NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK �0 = �> = < C) ---------- POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY 18"NON-PERFORATED PIPE BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY C) INLET FROM STORM DRAIN MANHOLE 1811 PERFORATED PIPE CAP END CAP END W LU EXTEND ROAD BASE MATERIALS INV. A.3 INV.=A.3 USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES cc 2-1/2"OF ASPHALTIC PAVEMENT 6"PAST CURB AND GUTTER(TYP.) (SEE PLANS FOR LOCATIONS) -------- ------------------------------------------------ C) C) E5 (SP-3,0.50 INCH(Y2")MIX,PG 58-28) C-, M' 2 C) C) 4"OF 3/4"MINUS CRUSHED GRAVEL NOTES: � Cc cc (D U_ MONITORING WELL1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR 14"OF 6"MINUS PIT RUN W2 6 LULUa-cc 1 LU STORM DRAINAGE FACILITIES or_ SEEPAGE BED ARE SEE NOTES THIS SHEE I >_ cc LU COMPACTED STABLE SUBGRADE 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS C:) Cn CD 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD C) LU 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 6 'LU) C� C15 ZD = MONITORING WELL c.D LU LU 5'5'MIN. L 50' 0 SEE NOTES THIS SHEET CD < cc TYPICAL ALLEY STREET SECTION LU < C) Cn = = 2NOT TO SCALE SEEPAGE BED PLAN VIEW U) SEEPAGE BED TABLE SEEPAGE BED NO. A.1 A.1-1 A.2 A.3 A.4 A.5 L W Wl W2 D 18"DIA.CORRUGATED HOPE OR (LOWEST FG)(HIGHEST FG)� (LENGTH) (WIDTH) (WIDTH) (WIDTH) (DEPTH) PVC WALL DRAIN PIPE. C; 9 2753.77� 2754.70� 2751.40 2746.20 2744.90 2743.40 158.0' 15.0' 7.5, 7.5, 6.5, 90, 45'_� '� " 45' SEEPAGE BED DESIGN NOTES: 1. SOILS AND GROUNDWATER INFORMATION PROVIDED BY ASSOCIATED EARTH SCIENCES,INC.DATED MAY 19,2006. Q GROUND WATER WAS NOT ENCOUNTERED IN ANY TEST PITS OR OBSERVATIONS WELLS.CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM OF THE DESIGN ELEVATIONS FOR ANY INFILTRATION FACILITY. 3/8"PERFORATIONS IN VALLYS OF 3. DESIGN INFILTRATION RATE IS 8.0 INCHES PER HOUR.GROUNDWATER WAS NOT ENCOUNTERED IN ANY OF THE TEST PITS, CORRUGATED PIPE.5 EA. SEE GEOTECHNICAL REPORT. _j 4. CONTRACTOR TO HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY 18"PIPE PERFORATION SCHEDULE < EXCAVATED. IF THE TEST RESULT IS LESS THAN THE DESIGN INFILTRATION RATE,CONTRACTOR MAY NEED TO BLAST OR LU BORE TO CREATE A CONDUIT FOR DRAINAGE OR HAVE THE SYSTEM REDESIGNED TO ACHIEVE THE REQUIRED INFILTRATION CD CD RATE.PERCOLATION TEST TO BE WITNESSED BY ACHD INSPECTION STAFF. = E: 5. 1 00-YEAR DESIGN STORM RUNOFF VOLUME: < SEEPAGE BED NO.9: REQUIRED STORAGE VOLUME=6,182 C.F. cn LU LU C/)5'-0" 20'-0" < CD SEEPAGE BED CONSTRUCTION NOTES: F_ CD DRAINAGE SWALE C) 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX = a18'-0"ASPHALT DRIVEWAY cc HSGW ELEVATION. = LU 2.5' 2. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. 2017 ACHD REVISION Cz < F- 3-1 3. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. LU 8"THICK RIBBON CURB(TYP.) % 8"THICK RIBBON CURB(TYP.) IDAHO STANDARDS LU 2 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING OC 5. ANY BEDROCK ENCOUNTERED DURING SEEPAGE BED CONSTRUCTION SHALL BE BLASTED. CONSTRUCTION Cn OBSERVATION WELL SD-627 3.-1 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. (ACHD SUPPLEMENT) MAY7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. 2 OF 2 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY: EXTEND ROAD BASE MATERIALS 2 1/2"ASPHALTIC PAVEMENT A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. Uj 6"PAST CURB AND GUTTER(TYP.) 10"OF 3/4"MINUS CRUSHED GRAVEL B)BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PIT RUN GRAVEL. COMPACTED STABLE SUBGRADE C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4'.TO 2.,ROCK IS REQUIRED WITH MINIMUM 50%SINGLE FRACTURED FACE IN PLACE OF 2"DRAIN ROCK. E)FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE 16U SUBGRADE. :21111 T TYPICAL ASPHALT DRIVEWAY DETAIL 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO TO SCALE FINISHED GRADE IS REQUIRED. cc mmill STORM DRAIN MARKER NOTES: 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. PROJECT NO. 21-0204-LH2 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR TO BACKIFILLING. DWG FILE C.700 MONITORING WELL NOTES: DESIGNED BY BT 1. THE MONITORING WELL LOCATED OUTSIDE OF THE SEEPAGE BED SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THE DRAWN BY JTA BOTTOM OF THE SEEPAGE BED AND SHALL BE INSTALLED WITHIN THE PROPOSED SIDEWALK A MINIMUM OF 50'PAST THE CHECKED BY BT END OF SEEPAGE BED.SEE ACHD SUPPLEMENTAL DRAWING DETAIL SD-627 ON THIS SHEET. ISSUE DATE 03/01/21 HORIZ.SCALE AS SHOWN 4 SEEPAGE BED NO. 9 DETAIL VERT.SCALE AS SHOWN NOT TO SCALE 300 I SHEET 14 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.700(Street and Storm Drain Details).dwg STREET LIGHT PLAN EXISTING STREET LIGHT SCALE: 1" = 60'-0"HORIZONTAL � PER LAVENDER r HEIGHTS SUBD.NO. 1 90 60 30 0 60 120 CIVIL INNGVATIGNS EXISTING LAVENDER HORIZONTAL SCALE IN FEET NORTH - 3 - - HEIGHTS SUBD.NO.1 12 � _ _ _ E.BRACE DR. STREET LIGHT NOTES v I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN � I I I ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE I � \ ® MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND 14 EXISTING STREET LIGHT 1 9 3 THE NATIONAL ELECTRIC CODE. PER LAVENDER w 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR HEIGHTS SUBD.NO. 1 EXISTING STREET LIGHT > I PER LAVENDER z I I TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT 13 2 HEIGHTS SUBD.NO.1 cc ` HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO 8 10 LU OPEN A PERMIT AND REQUEST INSPECTIONS. J 4 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE T T EXISTING LAVENDER EXISTING LAVENDER m w 00 15 EXISTING LAVENDER BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND E HEIGHTS SUBD.N0.1 HEIGHTS SUBD.NO. 1 \ O ao 0 HEIGHTS SUBD.NO.1 ASSOCIATED WIRING. cn T -- -- - 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES,5' m 000 0 -- -- -- -- MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. IMEN J O O .� BLOCK 7 BLOCK 8 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. a m 0 00 0 BLOCK 8 EXISTING STREET LIGHT 12 3 7 I I Y ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO N 11 PER LAVENDER ' < THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD Q •c, 16 BLOCK 9 HEIGHTS SUBD.NO. 1 COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO O m z 3 REQUESTING FINAL INSPECTION. w = 3 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR Z � EXISTING LAVENDER I 1 HEIGHTS SUBD.NO.1 1 1 OR TO ACCESSF LOCKED METER PEDESTALS,UTILITY CONFLICTS, O I � 11 EXISTING STREET LIGHT I 6 12 PER LAVENDER EXISTING STREET LIGHT HEIGHTS SUBD. NO. 1 PER LAVENDER z I 6 1 HEIGHTS SUBD.N0.1 w LIGHTING PLAN LEGEND 10 5 ~ 5 1 13 1 Existing Type I Street Light rri I EXISTING LAVENDER 18 INSTALL TYPE II HEIGHTS SUBD. NO. 1 I STREET LIGHT Existing Type II Street Light BLOCK 9 I BLOCK 7 ( 7 I 2 1 9 6 4 1 14 1 � City Of Meridian Type I Street Light 19 I I I City Of Meridian Type II Street Light W 1 a 20 8 7 BLOCK 8 1 z �� Electrical Transformer ��ON AL EXISTING LAVENDER 15 u+ oe �� ZS T��E HEIGHTS SUBD.N0.1 m O Electrical Service Box BLOCK 4 ca \ 21 2 J 9 I EXISTING STREET LIGHT PER LAVENDER �?� \ HEIGHTS SUBD. NO. 1 / BLOCK 8 ' �f�MIN P \ INSTALL TYPE II I—I ; 24 ' IDDp E 1 STREET LIGHT t ,, T T. 22 \ Uj EXISTING STREET LIGHT \ 17 w EXISTING STREET LIGHT �I PER LAVENDER \ / CD BLO8 K 9 10 = U o PER LAVENDER 1 HEIGHTS SUBD.NO.1 ' \ ----_L\ / o z 23 HEIGHTS SUBD.N0. 1 2 \ / J �\ / 11 z cc o m J O N 3 EXISTING LAVENDER d � ` I z ¢ o 4 HEIGHTS SUBD. NO. 1 ` \ \ LU zo z w p J E.PHENOMENAL ST. 5 BLOCK 6 ® Ep o - - - - 6 , \� W oon z 7 I " O o z / / COrE Sr \ } o wLU / z0 � co 12 0LU0 0 w \ I \ EV / �2 I I ---- 1 W III 1= 13 � o °� \ / 1 \ 14 —EP I INSTALL TYPE II o¢c EXISTING STREET LIGHT 2 EXISTING LAVENDER \ 15 BLOCK 6 STREET LIGHT I o a o PER LAVENDER 3 HEIGHTS SUBD.NO. 1 16 ( ) I -� LU LU � z HEIGHTS SUBD. NO. 1 4 BLOCK 5 — 17 \ r_ --i 13 BLOCK 1 \ 5 /\ \� ,. 1 19 W 6 7 8 6 / / \ , Q 8 \ L J m r CV EXISTING STREET LIGHT • \ PER LAVENDER / 1t� \ ce O \ HEIGHTS SUBD.NO.1 1 w 12 I � \ ,i 14 \ E. � 13 f \ \SO(EST / ,INSTALL TYPE II 14 LO 1% \ 1 ° O STREET LIGHT 1 9 \ \ \, ( ) I I 16 17 CA 12 \ � � / I INSTALL TYPE II 18 13 STREET LIGHT 15 10 16 \ O z 17 / \ E. VA�EI ySOL � = a Q 11 E s ,, \ \ / H- \ 14 ;EXISTING LAVENDER 20 ^ \ HEIGHTS SUBD. N0. 1 / 34 ° Q CD — —ram— � F- — b CD TOE 15 I 16 0 w LU \� � _ � _EG \ — , \ 18 31 w � \ EP —— — \ — BLOCK 1 30 ~ EP —Ec roe — \EP\ — — 19 f 27 I \ \ W 17 32 EP fP ,EG T�-60' EASEM TGE—\ —TGe—\ 29 p 23 cc fP �,, FA —TGE, �,,G�\ �� 22 I fP —EG RR LA TERA ——— 28 II W I a I EP \fP L —r° `r II ° Q \— EG ioE \ TOE 1 TGe 12� IQ I _ ,�—_—— T 'Ga 24 I / ® EP EP —\Z TOE``\\\ EG E\ __roE \ W ------- TOE � e� / 1 / EP EP roE roe— —— I I of �Ec EP \EP T roE \��Ga —\TOE� —\�roE—roe——_ I �_ 1 21 e— oe Toe— e \ \Bl C I IL-JL-J I r �� . II FUTURE LAVENDER EP \\ —— — _ \ 20 HEIGHTS SUBDIVISION fP —EG—E 1 \\ \ BLOCK 9 I _ EP . �\ 18 a I EP — \ G °E— \\�t / \ PROJECT NO. 21-0204-LH2 L---------------- `---J EXISTING STREET LIGHT EXISTING STREET LIGHT DWG FILE C.800 EP Ep EXISTING STREET LIGHTA EXISTING STREET LIGHT -- I EXISTING STREET LIGHT EXISTING STREET LIGHT EP �� of \ PER LAVENDER HEIGHTS PER LAVENDER HEIGHTS I PER LAVENDER HEIGHTS PER LAVENDER HEIGHTS �� EP PER LAVENDER HEIGHTS \ PER LAVENDER HEIGHTS DESIGNED BY BT SUBDIVISION NO.1 SUBDIVISION N0.1 SUBDIVISION NO.1 SUBDIVISION NO.1 •�P SUBDIVISION NO.1 \ SUBDIVISION NO.1 - - - - - - - - - > - - - - - - - - - - - - - - - - - EXISTING LAVENDER _�E / GIRR GIRR GIRR GIRR GIRR— GIRR GIRR i � L —`� DRAWN BY JTA HEIGHTS SUBD.N0.1 \ \P \P \ \ \ CHECKED BY BT ISSUE DATE 03/01/21 —EG a EG EG EG EG EG — EG EG EG — EG EP EG EG -C EG -C EG EP ¢ EG EP EG EP EG EP EG EP \ — ,a,„ a— —Ep Ep—— EP—————EP—————EP—————EP—————EP — — Ep— ——_EP ER I _E VERT.SCALE AS SHOWN E.LAKE HAZEL RD. 2 __——EP—————EP—————EP—— \ — — — /A \ \ Co800 EP SHEET 15 OF 15 DACivil Innovations Projects\2021\21-0204-LH2 LAVENDER HEIGHTS NO.2\200-Construction Drawings\205-Construction\21-0204-LH2 C.800(Street Light Plan).dwg Storm Drainage _Ic _I_ _ i _ _s LAVENDER HEIGHTS SUBDIVISION NO. 2 Meridian, I 2v4e of 10p P. 3/09/2021 Civil Innovations, PLLC 1043 E. Park Blvd.Ste. 101 Boise, ID 83712 Phone: (208) 884-8181 www.civil-innovations.com N O N Z C O (n U U 09 N U �, 00 M w Cp 3 1-1 N O 2 4J Y C d a. N N N N f0 J � Ql C N 0) � N ® ® c O O II II ci 00 Q 0 0 U U U Q 0 0 0 U U U V) O o V) O O M w O O O r- O Ul co co r4 O � Re M (A 00 L f 11 II II II II II II II II II it 11 O m N 00 O� R QJ >3 rq ® N O cu L. d > GJ > CU O Cl > CU m f— Q 0 C � I I Lavender Heights Subd. No. 2 Pipe Sizing Calculations DI#9A to DI#913 Q(25)= 0.78 CFS Slope= 0.0085 Diameter= 12 inch Mannings "n" = 0.012 A= 0.79 sqft P= 3.14 ft R= 0.25 Full Flow Capacity= 3.57 CFS OK DI#913 to SG#9 Q(25)= 2.62 CFS Slope= 0.0056 Diameter= 12 inch Mannings "n" = 0.012 A= 0.79 sgft P= 3.14 ft R= 0.25 Full Flow Capacity= 2.89 CFS OK Lavender Heights Subd. No. 2 Sand and Grease Trap SG# Basins High Flow Bypass Design Storm Design Flow SG Size C.F.S. 9 9A+9B No 100 3.65 1500 1000 Gallon =3.33 CFS 1500 Gallon =4.15 CFS Lavender Heights Subd. No. 2 Seepage Bed Calculations Seepage Bed#9 (in right-of-way) V(100) DI#9A= 1852.0 CF V(100) DI#9B= 4673.0 CF V(100)= 6525.0 CF V(100)- Infiltration Volume 4945.0 25%Sediment 1236.3 CF Storage Required 6181.3 CF Bed Width 15.0 FT Bed Length 158.0 FT Bed Depth 6.50 FT Total Drainrock Footprint 15405 CF 18" Pipe Volume 279.1 CF Pipe Storage Volume 139.5 CF Drain Rock Volume 15125.9 CF Void Ratio 0.40 Drain Rock Storage 6050.4 CF Storage in Pipe 139.5 CF Storage in Drainrock 6050.4 CF Total Storage 6189.9 Time to Drain Infiltration Rate= 8.0 In/Hr Infiltration Area= 2370.0 SF Infiltration Volume= 1580.0 CF/Hr V(100)= 6525.0 CF V(100)- Infiltration Volume 4945.0 Time To Drain= 4.13 Hr UNPLATTED / 1 j BLACKROCK DRAINAGE AREA SW1 BLACKROCK I v 1/ SUBDIVISION NO.i (TO'PRNAIE SEEPAGE BEDS' SUBDMSION NO.1 m� PSB1/ THRU PSB13)38,362 S.F./0.88 ACRE m I ®®®ammo mmmm mmmm � ®-m�r-m�rrr� sa+•-mom ®a® m�®mom r®a-mom msa r m�mm-mr�® � N ®® mmm mmmm mmm® ® 1r _m-mfY.-m mmmmmm6A mmm mmm mmm mmm mmm mmmm �mm mmm mmm N � o ALOCK4 to = B 1 ] s s BtacK� {� i ® DRAINAGE AREA 73A - ® ! NTURE LAVENDER® DRAINAGE AREA SA I ® DRAINAGE AREA I2A ® ® W I I HEIGHTS SUBDMSION ® DRAINAGE AREA 6A ® DRAINAGE AREA 7A ® IMPR..EASTRIDCE w s ® 78,177 S.F./1.79 ACRE ® 105,008 S.F./2.41 ACRE ® e I 1 117,814 S.F./2.70 ACRE 49,004 S.F./1.12 ACRE 49,749 B.F./1.14 ACRE sus6MSIDN xo.1 - ® 'RE UVENDER FUTURE LAVENDER I ® EASTING LAVENDER ® EASTING LAVENDER ® DISnNG LAVENDER I 1 m o 1 1 HEIGHT3 SUBDMSION ® HEI6HT6 SUBDMSION ® ® ( HEIGHTS SUBD.NO.i 11 HEIGHTS SUED.N0.1 1 HEIGHTS SUBD.N0.1 ® o d • DI EA• + FUTURE E.BRACE ST -� FIRURE 0113A ---1®---+- DI SA EYJSTINGE BRACE R. DI7A a m® -+ NTURE DI I2A • ® mmommomm44.m mo®mommommf®mrama®m>iamaa m�®mo®rasmom mrmmm 1 +1 + FUTURE 01128 + + I NTURE DI I3B s + DI SB -s DI 6B �- DI FUTURE LAVENDER FUTURE SB 12 ..-._.._.. ..-.. FUTUREISB I3.-.. ..-.. NEIGHT3 SUBOMSION ® t4 / B iB „ ti EXST SBfi- - ' -EXIST 6B]_.. • y ci mm®®mmmm i T /s ® z S�' DRAINAGE AREA 128 DRAINAGE AREA 138 i } } }®} 1 1 4 36,631 S.F./0.84 ACRE 170'411 S.F./2.53 ACRE I ® ® 1s } } __®e® I m' I DRAINAGE AREA'DFFSITE° FI1TURE LAVENDER 1I I __®__ Ti 4,173 S.F. 0.10 ACRE L a FUTURE LAVENDER • • U HEIGHTS SUBDIVISION HEIGHTS SUBDIVI.N i i DRAINAGE AREA 5B 3 DRAINAGE AREA 6B BLD7 Ka BLgfIK6 R • iii®_ ® 56,675 S.F./1.30 ACRE■® 133,932 S.F./3.07 ACRE I BLQ�K7 EXISTING LAVENDER gE%ISnNG LAVENDER }3 } ® pS HEIGHTS BOB..N0.1 HEIGHTS SUBD.NO.1 1 ggp j DRAINAGE AREA 7B ®. DRAINAGE AREA 11A ®` I 11 4 I 6 12 1 52,634 S.F./1.21 ACRE 1 ® = 7fi,725 S.F./1.76 ACRE a= ® 17 Da STING LAVENDER ®® IMPRESSIVE EAST RIDGE ® ` MIURELAVENOER } } �6 DRAINAGE AREA BA 1� S�°NAL EN NEIGNIS SUBDM310N I ® 1 HEIGHTS SUBD.N0.1 SUBDIAMN NO. 2 DRAINAGE AREA 8B 82,842 S.F./1.90 ACRE It ', ® -�NTURE DI IIA 111 E.MAINACHT ST 110 y j s 64,663 S.F,/1.48 ACRE y • y NTURE Dl ®�lmormom:mo�msm-®Ym-® •ll1 a a o ( BLO$K9 1 1 NT��/��•2/p BtOCK7 4s sz �( 1 d A2, apt p5 FUTURE LAVENDER 19 :.R e 6 4 11 ® ``'Yf9L�pT�a°3• 1111 ® e FUTURE LAVENDER FUTURE LAVENDER HEIGHTS SUBDIVISION 1+ ® HEIGHTS SUBDMSION I Hfl®®®®® m� 20 - g 7 }I} Bl0gK6 ® < DRAINAGE AREA AC }'+ ®®®®® I ®mmmm 15 s6d • DRAINAGE AREA 11B � 133,493 S.F./3.06 ACRE I ® 92,432 S.F./2.12 ACRE BLo xa a 1 DRAINAGE AREA SVJ2 G o 0 FUTURE' __ .m- ® _ Ek15nNG LAVENDER 3g ® _ ® HEIGHTS SUBDMSION j (HEIGHTS SUBD.N0.1 4 ` / I P DRAINAGE AREA 4A 35,435 S.F./0.87 ACRE y 6`� DRAINAGE AREA 10A6,526 S.F./0.15 ACRE J poi FUTURE LAVENDER NiIIRE ® HEIGHTS SUBDIVISION (TO TEMPORARY POND) PDDL z° d = o 50,332 S.F./1.16 ACRE I srrf n +•+ ExisnNCEesz °fa4 7 '�} ; f1, mg��1' F�� EkIGH S LAVENDER FUTURE LAVENDER NEIGHTB SUBD.NO.1 --- t 1 <'_- aB T- I44 HEIGHTS SUBDIVISION fi�11 ._ • 9 ` -1 !\\ N7UREEPHENOMENAL S7. ] a j y o_ DItOA ®mm-m m®® �®EPm HIE®ENA1® -� i_-_- DRAINAGE AREA 48 ! E•HIOC •� A UNPLATTED �.. NTURE DI LOB' ® `� 14,880 S.F./0.34 ACRE MI STING LAVENDER d�� -_�_ HEIGHTS SUBD.NO.1 T ` 4s 1 DRAINAGE AREA 106 ®y _ snNCAu Ez7snNG LAVENDER } } 86,545 S.F./1.99 ACRE ® 1 �' •` l DRAINAGE AREA 3 ! L-I HEIGHT33UBD.N0.1 2 O /1 72,844 S.F./1.67 ACRE 1g�K6 411 ®I ( I ® 1®\ v 3 � _ eLDCKz DRAINAGE AREA 106 ® DRAINAGE AREA 2A �+.� : n 42 uNPLATTED cm OLD&1 76.902 S.F./1.77 ACRE f A 1s ® QO TEMPORARY POND) 7 s ?LZEY 56,862S.F./1.31ACRE • ! EXISTINGUVENDER ` E45PN6 LAVENDER ® HEIGHTS SUBD.NO.1 EXIST.TEMPOflABY ® 1 e}j DRAINAGE POND. i} } HEIGHTS 1 vAEA9A TOP POND=2754.50 BTTM POxD=z7s1sB � I- B.bsnmcg !L DRAINAG E AR 58,373 S.F./1.34 ACRE _ ''1.;50_(F.Z� / } + a BLODKi s �i � ,®012q 16 s � - 3r 552�� 0f2B 17 16 { N DRAINAGE AREA LEGEND - z DRAT GE AREA 2B 4 E VA1fNsbtEKr 46zoo 2A DRAINAGE AREA IDENTIFICATION NO. '__ �, -'�,_ 10 133,977 S.F./3.08 ACRE ` asr, !f „ EXISTING LAVENDER it ® Cc O 9mu0.00 AC DRAINAGE AREA(ACRES) I "I I+ + 'ZI '` _ ' 14 HEIGHTS SUBD.N0.1 20 TSB o_ Of GB - NDRTH ®®®®® DRAINAGE AREA BOUNDARY ` ^ ^` •ft 6 59 w is i 22 BLDgKi ® DRAINAGE AREA9B o m� � �`W:`_= ^e-s® 2® 2 23 147,330S.F./3.38ACRE ® -.`+._ DRAINAGE AREA PLAN UNPLATTED "�' '^ °"E 26 sz ® @3 SCALE,1"=80'-0"HORIZONTAL I 120 Bo d0 0 8B 160 i 1 `� �.. a7 ® W �L �. - Y 2 I � I FUTURE LAVENDER i �� - "`� 31 ® DRAINAGE AREA SW3 HORIZONTAL SCALE IN FEET I / HEIGHTS SUBDIVISION -`- '� �� f I �-„•� 4 36,467 S.F./0.84 ACRE W DRAINAGE AREA IA B i IF _ 4 ��^y BL19K1 DRAINAGE AREA I I 10,601 S.F./0.24 ACRE 28,932 S.F./D.66 ACRE I -----_J z_I s��`� t,�� ij,� < m �_ BLACK ®mmm ••�^ \ \ -EXIST.SB 1-- 30.•. a.. ..w - ,.:. 1 I _ _..._r- 11 ♦ i .+-_._>_ n-s-s-`v._. �_, w ___.-__-_s_ PROJECT NO. 21-0204-LN2 u,, ®a..n E.LAKE HAZEL RD. -'� --_-_-_--_-_-___ -�.,._,�. ._..,�. ...�-a- } ym>FRA m-✓i1 - ;4�iim-m \ DWG FILE D.1O0 . __ DESIGNED BY FT ---�--- -----a-----.. -- - p, /�''� -- -�-DRAINA6E AREA LAKE HAZEL SWALE 17� ��1 /* DRAWN BY JTA ---- -__-_ __--_. f v 60,139 S.F./1.38 ACRE CHECKED^•�\ f IMPERVIOUS=31,864 S.F. ISSUEDATE BT ISSUE DATE O2J77/21 GFIV OF MERIDIAN PARK SITE HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN A. ■ SHEET OF 1 �4':NHr:v,atM,�Fin=ds2:21L1�2?d1R21A.�EN::'[RRF:3!f5 N3,22i0-i;,^rW:.na:aw:ngs266-Co.^aVu:u.•n'11A."44AH"<o.i:�1;D+im�e FYn^Cwa