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Application Charlene Way From:clerk@meridiancity.org Sent:Thursday, August 12, 2021 8:18 AM To:Charlene Way Subject:Development Application Transmittals - Lavender Heights Subdivision No. 3 FP-2021-0041 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 Subdivision No. 3 FP-2021-0041 Hearing Date: September 7th 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: September 7, 2021 Planner: Joseph Dodson File No.: FP-2021-0041 Project Name: Lavender Heights No. 3 - FP Request: Request for Final Plat approval consisting of 63 single-family residential building lots and 7 common lots on 16.87 acres of land in the R-4 and R-8 zoning districts, by LH Development, LLC Location: The site is located approximately 1/4 mile east of S. Locust Grove Rd. on the north side of E. Lake Hazel Rd., in the S 1/2 of the SW 1/4 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-2021-0041 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. 3 Description of work: Final Plat for 63 detached single-family building lots and 7 common lots on 16.87 acres of land in the R-4 & R-8 zoning districts -third phase of Lavender Heights Subdivision. 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-2021-0478 TYPE OF USE PROPOSED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: 2160 E. Lake Hazel Current Land Use: Vacant Total Acreage: 16.87 Prior Approvals(File Numbers): H-2020-0009 ZONING DISTRICT(S) R-8: CHECKED PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 07/25/2021 Landscape Plan Date(MM/DD/YYYY): 07/14/2021 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: 58098 Minimum Square Footage of Living Area(Excluding Garage): 1400 Gross Density: 3.73 Net Density: 5.57 In Flood Zone: No PLATS ONLY Number of Building Lots: 63 Number of Common Lots: 7 Total Number of Lots: 70 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 More than one access after phase 1. explain.: Minimum Lot Size: 5000 Average Lot Size: 7827 Area of Plat: 16.87 Plat Date(MMIDD/YYYY): 07/25/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Parkways: CHECKED Other Qualified Open Space: Pathways 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 Acres of Qualified Open Space: 1.68 Percentage of Qualified Open Space: 9.96 QUALIFYING SITE AMENITIES Other Qualified Site Amenities: Pathways CITY-CLERK CHECKLIST CC Transmittal Sent: 08/11/2021 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 3 6VI , 1tJNJOVA of i6r, eue 1043 E. Park Blvd. Ste. 101 Boise, ID 83712 Phone: (208) 884-8181 www.civil-innovations.com July 8, 2021 Joseph Dodson City of Meridian Planning Department 33 E. Broadway Ave., Ste. 102 Meridian, ID 83642 Re: Lavender Heights Subdivision No. 3—Final Plat Dear Joseph: Please find enclosed final plat application for Lavender Heights Subdivision No. 3. This project consists of 63 single family buildable and 7 common lots on 16.87 acres in the R-8 zone. 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*v 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) LAVENDER HEIGHTS SUBDIVISION NO, 3 E 4 MERIDIAN,IDAHO-2021FTE/ NORTH FR E. AMITY ROAD in a 0 ae W O CC C9 H H C� O h O W o C7 a y PR JECT SITE AVENDER HEIGHTS UBDIVI I N N . - - E. LAKE HAZEL ROAD F-- L F-- PROJECT NO. ICINIT8-LH3 DWG FILE VICINITY MAP LAVENDER HEIGHTS SUBDIVISION NO. 3 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 07/07/2021 PHONE:(208)884-8181 SCALE ASSHOWN VICINITY MAP www.civil-innovations.com SHEET 1 OF 1 f 1043 E. Park Blvd. Ste. 101 } Boise, ID 83712 �. Phone: (208)884-8181 www.civii-innovations.com July 8, 2021 City of Meridian Planning Department 33 E. Broadway Ave. Meridian, ID 83642 Re: Lavender Heights Subdivision No. 3 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, t Ben Thomas, PE , 62 0 F%d q � P. .�N® ADA COUNTY STREET NAME REVIEW Preliminary Plat eX Review Date: July 7, 2021 Final Plat Project Name: Lavender Heights Sub No 03 T/R/S 3N1E32 Parcel Number(s): S1132336100 Project/Plat Applicant: Civil Innovations Phone No: 208-884-8181 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT S LOCUST GROVE RD E LAKE HAZEL 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 ST X 2 E MAINACHT ST X 3 S MUNSTEAD AVE B Aligns w/Glenmere.Change to S Glenmere Ave. 4 E PHENOMENAL ST X S S PROVENCALE AVE B Aligns w/Peak.Change to S Peak Ave. 6 S SACHET AVE N 7 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace S MUNSTEAD AVE with S GLENMERE AVE Replace S PROVENCALE AVE with S PEAK AVE NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 1 of 1 :, ------ -- ------------- ------------- ------------- -----------�-------------�-------------a---- = - ------ ---a--- --------- ------ a..---- - ---"D Ne_ r �lye @ �yy oO9 �dl O` 4. . ' I dot` ------.--1------------- ------------- ------------- .------------a-------------a---'-- -----a ---.------- .ate._-----•----�; ..----•.---�;---..�G. - TFa- -.---_ -A--_--_..- - i GC` I I ' yanite E Mardia1 give f o, a «.1 m ' .. � � � Street ---- -------------------q - -----.--- --••--------------•------------------------•Q--- -------J4--------••--••-- ---••- 3N1 E32; E Brace Drive--LA,: > 2NOTAPART -------- 1 ` ----- �s NOT A PAR �oSch;Nay E Lake Hazel Road T T T --------.�JL-------------JL-------------JL-------------- ------------JL----------•--JL-------------JL----•--------JL-------------JL-----------•--JL--------,..----JL-------------JL-------------@----- !Z @ 1 � U I U @ 1 A $ py�y��'y -----------------------2NI-E6-----------------------' ----------------------- --JL------------..JL-------------- ------2N ICJ'-------------- -------....----JL-------------JL----..--------JL----- OT A PART ---- - ------------- ------------- ------------ ---- ----�-- -------�- --- - -a----------------------------------------------------------------------- 17 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 ` yy. Land Records Division 1 inch — 500 feet bearing this disclaimer may be photocopied freely. V' Geographic Information Systems However,use in any digital form requires the - 190 E.Front Street,Ste.107 written permission of Ada County. ..__.y Boise,ID 83702 LAVENDER HEIGHTS SUBDIVISION NO. 3 BOOK PAGE LOCATED IN THE SW 1/4 OF SECTION 32, T.3N.. R.1E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO CP&F INST-NO. 2021 LEGEND 2D14-098U53 1/4 ® FOUND ALUMINUM CAP MONUMENT 31 32 SEES HEET 2 OF 4 FOR CURVE&LINE DATA p FOUND BRASS CAP MONUMENT 0 FOUND 112"REBAR,PLS 11118 ® FOUND 518"REBAR,PLS 11118 OR AS NOTED I SET 112"REBAR WITH PLS 11118 I CA PLASTIC CAP UNPLATrEO BLACKRDCK SUBDIViSCN NO.1 SET SW RE BAR WITH PLS 11118fdBS47'06'E ����0 600K 96.PAGES 12003-12M ® PLASTIC CAP ��C �a _; ----- SECTION LINE I g7• 26.72 58G47'31 362,95' � �i�' 123 (S9J3f��J ——— CENTER LINE SB9'49'51-E 225Z' EASEMENT LINE AS NOTED -70.,0'_ -70.10 .-70.t0_.,1,49'432 a 91129 -134.0$- --- - -T PUBLIC UTILITY,IRRIGATION&LOT 1B 17 I II F-s I s-1 _ - - - - - Arr9°' ,5 a,,JJ y� 20 2, r 2+ 25 DRAINAGE EASEMENT LINE,SEE NOTES 1&2 �1. 23. l \ ` Ei fg - '� rg rg �'+_� ao8 D' 50' 100' 200' ------------- ACHD STORM WATER DRAINAGE ^ b „ 10954 sl n a 17078 s! 8 r EASEMENT LINE,SEE NOTE 9 z Ir it r_ S .z 5 - _ IS 1 14 IxI I m s:� BLOCKI I? I �03, I i SCALE 1"=100 81 LINE PER INSTR NACHO pSIDEWALK EASEMENT g 16'67.04'- -70.00'- -70.00' -70.00'- -70.00'J -70.W- -70.OV- —91.29'- 214Sr--C77 � _4 I zrarJs7 \ ~ _ LIL-J 56949'51'E SUBDIVISION BOUNDARY LINE BLOCK 2 E. BRACE ST. £ 7hv$parr sFe re7rF s L3 f — 72.11' LOT LINE r AEI LYA'AYTY MCYII&Ir AISrRG'T srGPl! AP LL tTLA�gJw RS- sTLWif d 4B.s+' aTAC—sFF'Sv1�+T-Mgg•49'S1'W 613.OD' L1eaw G In-SfF+�OY�9---�1 _277. �' ;; IXTA4 a sY@T72 or a LE7Ap A 7 OF 4 &944TI'W IIS:7 --- ADJACENT PROPERTY LINE I i �' l�-� • �yS d• ,s LOT NUMBER 60.00'� 5000 �60.00 50.00' <3 27 "' 8 I - 60- -1 r50.00', �60.00' 50.00' 50.00' 50. ,50' m m 1 73" f 1 r i t 1 f i f p' 4i oa I . ©; � 7 8 9 G „ ,2 _3 _ ,DaO� �, F_ Q o o� ,�oJ F,o k a 31.5. �� � Z-5-1 Alignsw/ Peak in I L333L t � I�� � � '� rr P r589•+9's,"E— Q � � � = . .10 _ _ � I m NOTES Apex S E Sub N o 01 ` } , g - - - L 5 LBLOCK� 10^P L - I,I I ^ SB9 , 1-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR R Mt - NW49'51 N- �NW49511w— - - - � � �{ '� IJ� . 107N s1 C - n- $v' (��$) o �' PUBLIC UTILITIES,LAVENDER HIEGHTS HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN to the south. Change c' f50U°'' r80.DI rMOO'1 r6GW', f���3 fi0 r50.00' r60•DO'77 r50.001 r50.00T f50.00'1 r55 -8 $ �5Y t� L J39-Sa 1 }• ODD C� 0• (lO]FEET ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECWDE THE CONSTRUCTION OF NRROSVRFACED g ® 25_ 24 23 22 21_ ,9 1B 17 15 15 8I DRIVEWAYS AND WALKWAYS TO EACH LOT. toSPeakAve. m � f {-} �89495,E o � Ia � y� r$ „ � rgIr$ � � [$� aa� b� wr�„�� 7589'49'51"E� —s ` CC ' b G 4 a o o } 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED.EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EA$EM ENT FOR „ a � I 4I 9II� 16Ib ❑ 315' '$� 3B $ o 1 - z S z ; x z z. Ii 9 z �L z Pj a C ! 1 PUBLIC UTILITIES,LAVENDER HEIGHTS SUBDIVIS[ON HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE cn �' 1 L J L J L L �S J L •J L J L J L J L A L .J 5'I g r0.100.40E J S OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT fi0.00' S000 $0.00S0.00' S0.90 55.00 .V Ib _ �, -K LINE OR SUBDIVISION BOUNDARY- r _ --—-- 5�+9�$1'E 3 ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE E �'¢ ` _ 186.00' ___ E. I�AIHACHT 5T. 487.W 31 SOX.r! RE-$VBDIVI$ION. N 75 E �9 I® 589'49.51'E I _�-� 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS 10' 10 n !y I y `n I +9'S1 ESy�a INSTRUMENT NO I JJ I�C1Q -70.00' _65.07- I �' 80.00 50.00 6U DO' Sp,pp' 60.00'0 50.00 _64.00'- 32 r V 5-THIS DEVELOPMENT IS SUSJ ECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS 4-43' I F 1 f l r- 1 r ."] �] r 1 5# dJr 7 B 9 ,1 12 13 5 �•W�+ INSTRUMENT NO-202D-10834E. oe s I a I I 7 1 ra o o W1D o �o. 2,3 a a - O$ - g � � r$„7p r � L pcI I�' � � I(5 y� �2c�- 4q� q g'-I p SS9'+9 51 E� 8-MAINTENANCE OF ANY If2RiGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS TF1E RESPONSIBILITY OF THE LOT OWNER b O G O p p gq M P/.y (x. I k �i LI�EII -oI 6 �z$� o $ ro b 18 I ig.{y,71 ON LESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGAYION7[1RAIHAGE DISTRICT- ` I 7 `.Ij y x`� I= Awl.� 7.THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503.RIGHT TO FARM ACT,WHICH STATES:NO AGRICULTURAL OPERATION, 1 .ro70T sf b re W g w Q L iI L J 1 B`"ss L'3 �5 LI L .J +5.00' °0 6U-Od 50-00' 60.00' 50.W fi0.G0' 50.00 -64.00'- L6 L9 589' 51`E? AGRICULTURAL FACILITY OR E][PANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC-BY ANY CHANGED Iz -�' - S CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 5 -N89'49'S1"W- -.•. g• 'vl]'49'S1 252�' 53�- ONE[11 YEAR,WHEN THE OPERATION,FACILITY OR ExPANSION WAS NOT A NUISANCE A7 THE TIME IT BEGAN OR WAS ` -+5' I yQy x Nklj O a3 I O - ` CONSTRUCTED.THE PROVISIONS OF THIS SECTION$HALL NOT APPLY WHEN A HWSANCE RESULTS FROM THE IMPROPER OR J �'- -1,4 35— J `70.00'�`i70.06'� h:�„„� •� g ' W 100,0[I NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. �' w b L o 'v, N8949'51ti1 B-LOTS B,23,8 28 OF BLOCK 2,LOTS B 8 14 OF BLOCK$,AND LOTS 1 8 14 OF BLOCK 10 ARE DESIGNATED AS COMMON AREA LOTS I II7 N89'49'51'W 254.35' I ., '^ '� a p e4i TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION.OR ITS ASSIGNS,AND 1 d Eno 5' N` ARE SUBJECT TO BLANKET PUBLIC UTILITY,DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS.LOT 26 OF BLOCK 2 IS COVERED BLOCK 2 9 �46.SO' S0.00 $0.00'� .00 BY A BLANKET EASEMENT FOR MERIDIAN CITY SEWER. © Nff49'51 v 9-PORTIONS OF LOTS 6 THRU 9 OF BLOCK 2 AND LOTS 3 THRU B AND 9 THRU 13 OF BLOCK 10 AS SHOWN HEREON ARE SERVIENT Q` NB9 49'51'W 16&82Y J 37•�' LAVENDER HEIGHTS SUMASICN NO.1 TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED 13Y THAT CERTAIN FIRST Iq C.1�1 cT BOOK—,PAGES=� AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NDVEMBER 10,2015,AS INSTRUMENT NO. - rHENDMG•M S 1'j� 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL SPA' B(]-p0'- -7D-O[}_ a0 yyJ,� (THE'MASTER EASEMENT-).THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD C'Fg' f 18-$N PURSUANT TO$ECTION 40-2302 IDAHO CODE-THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 6765 sl r r41 10-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION _ 13 31-3aOS(6).LOTS WITHIN THE SU BDIViSION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT- I I-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT SUBMITTAL. AT DO 12-RESTRICTIVE COVENANTS WILL BE IH EFFECT FOR THIS SUBDIVISION. POINT OF 3-THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED Aligns w/ Glenmere. BEGINNING *• NORMAL G ROUNDWATER ELEVATION. Change to pLLA y S i S Glenmere Ave. q 1 k� 4tiG% T a CLINTON W-HANSEN a 1 11180 m 1 PLS 11118 I?N�1T7�'t1Z 1 2 3,�32 E. LAKE HAZEL RD. S8957•01'L,33,.s,' ____w 1/,s HB9s8'24'w 133,,96 -- 32 ON W-—- - - - - - - - - -—- FND 5/8'REBAR NO CAP -—-—-—-—-—-—- ,/4 5 CP&F INST.N0. LP&F IfST-NO. 2015-0112M 111066375 aw arow r nx nur out9rr BLOCK 2 Lan f u t i o n s SURVEYOR'S NARRATIVE arv,4wrsewuxu lmvr, 24 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM ----- SURVEYED TIES TO CONTROLLING SECTION CORNER 22 $ 77m li.f& $ Land Surveying end consulting MONUMENTATION,THC PLATTED SUBDIVISION BOUNDARIE5 OF 70.00' 20.0D' 91.29' r, BLACKROCK SUBDIVISION NO-1,LAVENDER HEIGHTS E. BRACE $T. NW49'51-W 231 E-5TH ST.,STE-A . SUBDIVISION NO-1,INFORMATION FROM RECORD OF SURVEY MERIDIAN,ID 83642 NUMBERS 5049,7169.77",AND CURRENT DEEDS OF RECORD. (208)288.2040 fax(208)288.2557 THE SURVEYED MONLIMENTATION AND CONTROLLING DETAIL www.IandSOIUtiOns-biz BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN N.T.S. HEREON- SHEET 1 OF 4 JOB Na 17-ss Street Name Evaluation Response Sheet Subd►visionlJurisdktion: Lavender Heights Sufi No 03/Meridian Representatives: Comments 1 Ada County Assessor Approved with Comments Munstead is reserved for this sub however both denied names are in alignment wl other streets. 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer] 4 Ada County Development Services Approved with Comments Is denied Mustead reserved for another sub or can it be used elsewhere in this sub? 5 Meridian Fire No ResponselDefer 6 City of Meridian No ResponselDefer 7 No Response/Defer 8 No Response/Defer 9 No Response/Defer 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. 3 BOOK , PAGE LOCATED IN THE SW 1/4 OF SECTION 32, T.3N., R.1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO CP&F INST. NO. 2021 LEGEND 2014-098053 1/4 n ® FOUND ALUMINUM CAP MONUMENT 316532 SEE SHEET 2 OF 4 FOR CURVE & LINE DATA FOUND BRASS CAP MONUMENT • FOUND 1/2" REBAR, PLS 11118 ® FOUND 5/8" REBAR, PLS 11118 OR AS NOTED I SET 1/2" REBAR WITH PLS 11118 1 GDc PLASTIC CAP �, . D�F- w SET 5/8" REBAR WITH PLS 11118 UNPLATTED 611�5 �^�W BLACKROCK SUBDIVISION N0. 1 N83 47'06"E y�� -00 N co BOOK 96, PAGES 12003-12008 PLASTIC CAP C SECTION LINE 1 age' „ 26.72 S86'47'31"E 362.95' C3 �6j�g�,ti o CD - - - - 12 144 L10 23 (S89'5�5 E) - - N695"I S86'4T31"E 361.30' SW 1/16 CENTER LINE _70•10' C31 PLS 8575 S89 49 51 E 225.35 EASEMENT LINE AS NOTED I 5�' -70.10'- -70.10' ��� 22 � - - - - 6g g1. -70.10'- 11.49'-C32 91.29'- -134.06' N PUBLIC UTILITY, IRRIGATION & LOT 23 qh9`� \ 15 w W 17 W 18 W 19 o DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 - z to 0 0"'0 to o N a' of to i� to \ o of m o `aWi 0' 50' 100' 200' ----------- ACHD STORM WATER DRAINAGE a� o 1 Irb � 7470 sf '� z `� Z Z ry to ro to to z z o 0954 sf o TOTS sf 1 _ EASEMENT LINE, SEE NOTE 9 M cm EXISTING SEWER EASEMENT SCALE: 1 100 Cil _ ACHD PERMANENT SIDEWALK EASEMENT 14 �S9F \ 5 BLOCK, 2 z 20.00' z oo o INSTR. NO. - y LINE PER INSTR. NO. - \ 5� C16-67.04'J -70.00' 70.00' 70.00'- 70.00'J -70.00' -70.00' 91.29'- 14.6T-C N o 24679 sf \ c1 "' SEE DETAIL THIS SHEET 1j Lll o_ S89'49 51 E SUBDIVISION BOUNDARY LINE BLOCK 2 �, E. BRACE ST._ _ _ SEE NOTE 8 c,1479 sf 72.11 - - LOT LINE v ADA COUNTY HIGHWAY DISTRICT STORM ADA COUNTY HIGHWAY DISTRICT STORM 46.64' �a DRAIN EASEMENT - SEE NOTE 9 - N89'49'51"W 613.00' DRAIN EASEMENT - SEE NoTf 9 � ADJACENT PROPERTY LINE 1 - 177 0�� 7�, V M & DETAIL 8 SHEET 2 OF 4 8' & DETAIL A SHEET 2 OF 4 C �; 26 N89'49 51"W 118.75' S7g. _ _ 26 8 �, 27 0 18 LOT NUMBER 0 35 j7 E - c`v �31.50' �60.00'� r50.00'1 �60.00'- 50.00' �0.00'� 750.00', �60.00'� r50.00'1 r50.00'1 r50.00' 41.50' �'�� b O6 57 sf I 0 13 2 10 11 12 , 1D0.0� 1 w �W �W W� w�- �w �w �� �w w w �w 13 z I y IJ414 sf m 0 y y y y rn O rn o rn o rn rn o rn rn �S89'49'51"E� I of 0 31.5' 31.5'_ °O o 0o, 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o o z I n o � � o to \ G O \ IO \ o 0o O o o O \ O o o Too 00 00 to o Co L53.3L to r? � � cy cv r � coJ rO d � O � d � o � � o � o � cri 14 Q o 28 �o Lo II C.DO `o z z C. oo o oo 7I o oo 00 ED0 o o � cn I co 6000sf , > I NOTES S89'49'51"E Q 15 z z o Iz z z z z , w �o.oQ m m I o z 12 0o Y ,,, 04 L �N89'49'51"W J BLOCKS O i -N89'49'51"W - U o S89'49'51"E o N v,l 1-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR o N c J o 0254 sf \ W o �2 50.00', 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 50.00' S0.00' 55.00' O Q o� 29 0 = a PUBLIC UTILITIES, LAVENDER HIEGHTS HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN N Mo I 139.5� J I o O Ol 5il O �1 F l l F l ! ' of N m 6000 sf co LU a - (10)FEET ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED A. I 0 26 w 25 w 24 w 23 w 22 W 21 w 20 w 1g o w 18 w 17 w 16 w 15 o N L- 100.OR -n 0' = z r cT! car o I I DRIVEWAYS AND WALKWAYS TO EACH LOT. S89'49 51'E - CA z o Tao rn a, c� °' a' �' a' c� Imo' a' o� Imo' o� Imo' o� a' o o N p � I m o \ o o \ o \ O o o _ o \ o \ o - o 0 0 0 S89'49'51"E� I N z O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p o I 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR p 11 o o 0 0 0 0 o O o 0 o O z 31.5' 31.5' o ro 30 0 z Y o o to O too to O to 00 to � too to 0 0l too too too to w o O o o PUBLIC UTILITIES, LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE z o z z o z z z z z z z z o o pD 10754 sf c� 5' 1 a, co 6000 sf < m OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT `'cs' �31.50' L � J L J L L �5 _J L J L J L J L J L V O 10,100.00,\ - w 1 J 52 -'" 60.00 50.00 60.00 50.00' 60.00' 50.00' 60.00' 50.00 50.00 50.00 55.00 1 I o _ a� Q LINE OR SUBDIVISION BOUNDARY. 12� C o -S89'49'S1"E o E 22 n z o 0 0 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE - - - \ E. MAINACHT ST. _ - - M - 0 31 5000 sf o 7 = RE-SUBDIVISION. 186.00' 487.00' ,n N,n o Ln S89'49'51"E 2 LO 1 L ��'� J N _ 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS SEE NOTE 9 7 Y� INSTRUMENT NO. M I o S89'49'S1 E o p - . 65.07'- �� I �� 60 00' 50.00' 60.00' 50.00' 60.00' 50.00' -64.00'- �& 00 32 5000 sf 0 00 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS coJ 16955 sf // �° 4.43' I A J J \ J 5 _ J J ,n a� (N a 9 8 7 31.50 31.5' o O7 0 mO O9 0 0 10 11 12 13 ^ I L �0�rymJ INSTRUMENT NO.2020 106343. 1 23 ^�0 O 5 O O o ,nl 6 0 to \ of ro �o \ of OC. -o \ O �o o \ o ro I S8949'S1 E 6-MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER I '�Y O� W �W Qj O O O O O O o O O O O O O �' �O O O O\ M 1 O O p /� o rri to \ • O o o O o O O O \ of o ri o 33 5000 sf o UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. co rn qr, rn NIL�j o 0 0 too to o zo o too C. 000 14� L z z o z z z 100.QQ _ 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL OPERATION, U' ��' 20702 sf N to y O y � o w 1 Q o L L ,J L-BLOCK L3 17% L J 15.00 _ C> co a co T O - o AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED i' o 0 0� rn 60.00 50.00 60.00' 50.00' 60.00' 50.00 -64.00'- L8 L9 o S89'49V'E o I-- LL, CO -N89'49'S1"W o O CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 5' N89'49 51 W 252.00 ,on 34 �� ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS o W w 5� - 5- sf U Cj � l\ z I � wO4 w O3 w O2 3 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR 320 J L I W o O to \ �o \ O �o \ o o w o 100.00 NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. 7 114.35' �70.00'J 70.00'� �� o to \ o N m o b o cfl o� o N89'49 51 W r o N 8-LOTS 6,23,&26 OF BLOCK 2, LOTS 6&14 OF BLOCK 3,AND LOTS 1 &14 OF BLOCK 10 ARE DESIGNATED AS COMMON AREA LOTS N 1\189'49'51"W 254.35' z z z z o o M TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS,AND ss8 `l N f5' N ARE SUBJECT TO BLANKET PUBLIC UTILITY, DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOT 26 OF BLOCK 2 IS COVERED NSB. p, '8s� BLOCK 2 �% o`'o -46.50' L50.00'J L60.00'J -50.00' Z BY A BLANKET EASEMENT FOR MERIDIAN CITY SEWER. p0, F S �6 1 �., �J,g 27j 29086 sf C2 ��jJ O6 �, � � N89'49'51"W 9-PORTIONS OF LOTS 6 THRU 9 OF BLOCK 2 AND LOTS 3 THRU 6 AND 9 THRU 13 OF BLOCK 10 AS SHOWN HEREON ARE SERVIENT � N89'49'51"W 168_82' 37.68' LAVENDER HEIGHTS SUBDIVISION NO. 1 TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST `9 E.PPHENOMENAL ST. 00 BOOK , PAGES _________- AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO. 98S' STyti 110,19 1 19gy� 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL 1 qs FgsF \T 18.82' �3-80.00' 70.00' o (sl (THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD 23 FAN FT 04 5 cv > PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE �TE9\ o �� O N O 5' Q STORM WATER DRAINAGE SYSTEM. I Nggs Z 6765.sf 9 to AC o Z 10-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION c� 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR �69SJ'4Jr»S4S,w 3g \8S2B5'� i�� o �' ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. Q cv W `399 ,22 23 �3, `� cn 11-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE 1 11IVP4,1 SS 83' ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT SUBMITTAL. m 12-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. POINT OF 13-THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED 1 BEGINNING N69SS. N NORMAL GROUNDWATER ELEVATION. 103 Z4 5"w \ONNL LA/y0S 1 1,c, / ��5 �GISTC G,PL 0, Z CLINTON W. HANSEN w o 11118 1 PLS 11118 31 32 E. LAKE HAZEL RD. 32 ��'7w °F - - - - - - S89'57'01"E 1331.91' - _ - - - W 1/16 - - - -N 89'S8'24"W 1331.96- - _ QN W.NP 6 5 FND 5/8" REBAR NO CAP 1/4 5 CP&F INST. NO. CP&F INST. NO. 2015-011236 111066375 SURVEYOR'S NARRATIVE ADA COUNTY SIDEWALK HIGHWAY DISTRICT BLOCK 2 Lan Olutim O ns INSTR. NO. _ ______- PERMANENT SIDEW,4LK EASEMENT 23 24 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM 700" 27.46' SURVEYED TIES TO CONTROLLING SECTION CORNER 22 \ \ Land Surveying and Consulting MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF 70.00' 20.00' 91.29' BLACKROCK SUBDIVISION NO. 1,LAVENDER HEIGHTS E. BRACE ST. N89'49'51"W 231 E. 5TH ST., STE. A SUBDIVISION NO. 1, INFORMATION FROM RECORD OF SURVEY MERIDIAN, ID 83642 NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. DETAIL (208) 288-2040 fax (208) 288-2557 THE SURVEYED MONUMENTATION AND CONTROLLING www.landsolutions.biz BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN N.T.S. HEREON. SHEET 1 OF 4 JOB N0. 17-55 LAVENDER HEIGHTS SUBDIVISION NO. 3 BOOK , PAGE CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 114.95' 140.00' 47'02'41" N34'29'08"W 111.75' C2 155.37' 110.00' 80'55'32" N29'30'30"E 142.77' E. BRACE ST. ADA COUNTK HICHWAK DISTRICT PERMANENT SIDEWALK EASEMENT ADA COUNTY HICHWAK DISTRICT STORM INSTR. N0. ____- __ C3 122.47' 220.00' 31'53'39" N77'15'42"E 120.89' �65,�DRAIN EASEMENT - SEE NOTE 9 �, C4 22.57' 144.67' 8'56'24" N56'50'40"E 22.55' 60.00' 50.00' 50.00' 50.00' 41.50' C5 94.25' 60.00' 90'00'00" S44'49'51"E 84.85' � 1 C6 94.25' 60.00' 90'00'00" S44'49'51"E 84.85' O 10 11 5�I 13 C7 94.25' 60.00' 90100'00" S45'10'09"W 84.85' BLOCK 10 C8 94.25' 60.00' 90'00'00" N44'49'51"W 84.85' C9 143.73' 91.50' 90'00'00" S44'49'51"E 129.40' LINE TABLE C10 58.41' 91.50' 36'34'32" S71'32'35"E 57.42' LINE # LENGTH DIRECTION DETAIL A C11 62.10' 91.50' 38*53'18" S33'48'40"E 60.92' L1 31.50' SO'10'09"W N.T.S. C12 23.21' 91.50' 14'32'10" S7'05'56"E 23.15' L2 31.50' SO'10'09"W C13 16.36' 91.50' 10*14'34" S5'17'26"W 16.34' L3 14.24' N44'49'51"W C14 62.10' 91.50' 38*53'18" S29'51'22"W 60.92' L4 6.97' N44'49'51"W C15 62.31' 91.50' 39'00'59" S68'48'30"W 61.11' L5 21.21' N4510'09"E C16 2.96' 91.50' 1'51'09" S89'14'35"W 2.96' L6 21.21' N44'49'51"W C17 45.33' 91.50' 28'23'02" N75'38'20"W 44.87' L7 21.21' N45'10'09"E C18 38.77' 91.50' 24*16'30" N49'18'34"W 38.48' L8 31.50' N89'49'51"W C19 59.63' 91.50' 37'20'28" N18'30'05"W 58.58' L9 31.50' N89'49'51"W C20 30.70' 28.50' 61'43'35" S30'41'38"E 29.24' L10 22.65' N83'4TO6"E E. BRACE ST.�ADA COUNTK HICHWAK DISTRICT STORM DRAIN EASEMENT - SEE NOTE 9 C21 14.06' 28.50' 28*16'25" S75'41'38"E 13.92' L11 75.89' S89'49'51"E 5� 1/.75' 60.00' - 50.00' 60.00' 60.00' C22 20.13' 28.50' 40'28'32" S69'35'35"E 19.72' _ C23 24.63' 28.50' 49'31'28" S24'35'35"E 23.87' l F J r O O �5' O O C24 24.63' 28.50' 49'31'28" S24'55'53"W 23.87' 5- C25 20.13' 28.50' 40'28'32" S69'55'53"W 19.72' BLOCK 10 C26 14.06' 28.50' 28*16'25" N75'41'38"W 13.92' C27 30.70' 28.50' 61'43'35" N30'41'38"W 29.24' DETAIL B C28 98.53' 120.00' 47'02'41" S34'29'08"E 95.79' N.T.S. C29 66.97' 120.00' 31'58'28" S26'57'01"E 66.10' C30 31.56' 120.00' 15*04'13" S50'28'22"E 31.47' C31 133.57' 240.00' 31*53'16" N77'15'54"E 131.85' C32 58.81' 240.00' 14'02'26" N86'11'19"E 58.67' C33 74.76' 240.00' 17'50'50" N70'14'41"E 74.46' C34 127.12' 90.00' 80'55'32" S29'30'30"W 116.81' \�Np.L LA#VDS %S Tc'o? 0 -� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 Nj, -Z�0 OF ON W.\AP La 4r olutim S 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 4 LAVENDER HEIGHTS SUBDIVISION NO. 3 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 ADA COUNTY, IDAHO, AND STATE OF IDAHO THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF LAVENDER HEIGHTS SUBDIVISION NO. 3; COUNTY OF ADA � S.S. A PARCEL OF LAND LOCATED IN THE SW '/4 OF SECTION 32, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED GREGORY JOHNSON, KNOWN TO ME TO BE A MANAGER OF LH DEVELOPMENT, COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SW '/4 OF SAID SECTION 32, FROM WHICH AN ALUMINUM CAP MONUMENT LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF MARKING THE NORTHWEST CORNER OF SAID SW '/4 BEARS N 0'32'17" W A DISTANCE OF 2700.11 FEET; OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. 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 '/4 OF THE SW '/4 OF SAID SECTION 32; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE N 0°09'52" W ALONG THE WESTERLY BOUNDARY OF SAID SE '/ OF THE SW '/ A DISTANCE OF 431.20 FEET TO A 5/8 INCH IRON PIN MONUMENT MARKING AN ANGLE POINT ON THE WESTERLY BOUNDARY OF LAVENDER HEIGHTS SUBDIVISION NO. 1, AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH ; THENCE ALONG SAID BOUNDARY N 69°55'45" W A DISTANCE OF 103.75 FEET TO A 5/8 INCH IRON PIN MONUMENT MARKING AN ANGLE POINT ON THE WESTERLY MY COMMISSION EXPIRES BOUNDARY OF SAID LAVENDER HEIGHTS SUBDIVISION NO. 1, THE POINT OF BEGINNING; THENCE LEAVING SAID BOUNDARY AND CONTINUING N 69°55'45" W A DISTANCE OF 399.55 FEET TO A POINT; RESIDING AT THENCE N 58°00'31" W A DISTANCE OF 219.85 FEET TO A POINT OF CURVATURE; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE A DISTANCE OF 114.95 FEET ALONG THE ARC OF A 140.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 47°02141" AND A LONG CHORD BEARING N 34°29'08"W A DISTANCE OF 111.75 FEET TO A POINT OF TANGENCY; THENCE N 10°57'45" W A DISTANCE OF 410.17 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 155.37 FEET ALONG THE ARC OF A 110.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 80°55'32" AND A LONG CHORD BEARING N 29°30'30" E A DISTANCE OF 142.77 FEET TO A POINT OF TANGENCY; THENCE N 69°57'44" E A DISTANCE OF 128.97 FEET TO A POINT; THENCE N 83°47'06" E A DISTANCE OF 26.72 FEET TO A POINT; THENCE S 86°47'31" E A DISTANCE OF 362.95 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 122.47 FEET ALONG THE ARC OF A 220.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 31°53'39" AND A LONG CHORD BEARING N 77°15'42" E A DISTANCE OF 120.89 FEET TO A POINT OF TANGENCY; THENCE N 61°18'54" E A DISTANCE OF 91.61 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 22.57 FEET ALONG THE ARC OF A 144.67 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 8°56'24" AND A LONG CHORD BEARING N 56°50'40" E A DISTANCE OF 22.55 FEET TO A POINT ON THE EAST BOUNDARY OF THE NW '/4 OF THE SW '/4 OF SAID SECTION 32, ALSO BEING THE WESTERLY BOUNDARY OF BLACKROCK SUBDIVISION NO. 1, AS FILED FOR RECORD IN BOOK 96 OF PLATS AT PAGES 12003 THROUGH 12008, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG SAID BOUNDARY S 0°08'26" E (FORMERLY S 0°1012" E)A DISTANCE OF 101.67 FEET TO THE NORTHWEST CORNER OF THE SE '/4 OF THE SW '/4 OF SAID SECTION 32, SAID POINT ALSO BEING THE SOUTHWESTERLY CORNER OF SAID BLACKROCK SUBDIVISION NO. 1; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID SE '/4 OF THE SW '/4, ALSO BEING THE SOUTHERLY BOUNDARY OF SAID BLACKROCK SUBDIVISION NO. 1 S 89°49'51" E (FORMERLY S 89°50'45" E)A DISTANCE OF 225.35 FEET TO THE NORTHWESTERLY CORNER OF SAID LAVENDER HEIGHTS SUBDIVISION NO. 1; THENCE ALONG THE WESTERLY BOUNDARY OF SAID LAVENDER HEIGHTS SUBDIVISION NO. 1 THE FOLLOWING COURSES AND DISTANCES: THENCE S 0°10'09" W A DISTANCE OF 156.00 FEET TO A POINT; THENCE S 89°49'51" E A DISTANCE OF 72.11 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE S 0°10'09" W A DISTANCE 440.00 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE THENCE N 89°49'51" W A DISTANCE OF 100.00 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 N 0°10'09" E A DISTANCE OF 30.00 FEET TO A POINT; THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE N 89°49'51" W A DISTANCE OF 252.00 FEET TO A POINT; oNPL LA NpS THENCE S 0°10'09" W A DISTANCE OF 106.50 FEET TO A POINT; g5 ��STF,? THENCE N 89°49'51" W A DISTANCE OF 37.68 FEET TO A POINT; CLINTON W. HANSEN a 1 1 1 18 0 THENCE S 0°10'09" W A DISTANCE OF 208.48 FEET TO O THE POINT OF BEGINNING. PLS 11118 NjA THIS PARCEL CONTAINS 16.87 ACRES MORE OR LESS. /TON F ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN 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. f �J IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF 20 J LH DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 BY GREGORY JOHNSON, MANAGER OF LH DEVELOPMENT, LLC www.landsolutions.biz JOB N0. 17-55 SHEET 3 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 3 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 S.S. INSTRUMENT NO. COUNTY OF ADA 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 \ONp,L LA No S G1STFIF� /_ o -� CLINTON W. HANSEN a 1 1 1 18 0 N z- = APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PLS 11118 n`/ OF 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 L ;n., lrj c 0oils, 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.landsolutions.biz JOB NO. 17-55 SHEET 4 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 3 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 S.S. INSTRUMENT NO. COUNTY OF ADA 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 \ONp,L LA No S G1STFIF� /_ o -� CLINTON W. HANSEN a 1 1 1 18 0 N z- = APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PLS 11118 n`/ OF 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 L ;n., lrj c 0oils, 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.landsolutions.biz JOB NO. 17-55 SHEET 4 OF 4 ORIGINA_ SJ\CY ON TI\ AT C VIJ INNOVAT ONS OF �� �0000�oD�oOo � I o 0000 0 �gITZ o� 0 oOo 00 * o00 o N o� LA-16536 o 0 °o �/14/202000� W .�q o 0 0000�o��0 000 > o z_ z 0 TOB W W w M — — - - - - TOB E N — O C U r z F O O co 00 W 00 co co O C Q R I PI Y2 � a�, E DrM� � a w I L L a E N 9 ,• 0 W �L E a � 3: O w I PI I . CD N 0 0 'E OUrss uU0 � cb 0IRR OQCU O D N. . . . . C 11 y W O '' z C y15 Nf0UW C7� J L 0 16 LL 3- =rD2117 I 18 =K a 19 20 BLOCK 2 i - Z I I 24 I 25 w L BLOCK 2 I 14 I I I I a z 0 0 / ;N(7 W o o00 E. BRACE ST. E. BRACE ST. 0 z :. 0 0 1 w S SS o S SS W • 27 w -Q w w Copyright©2021 Z ° o All rights reserved. Reproduction or use in any form 0 13 0 _ _ or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 o I I I I I I I I I I I criminal prosecution. w J w 11 I I I I I I I I I I I 1 28 � 1 BLOCK 10 BLOCK 10 ° 10 PIRR w ¢ ° W2 3 4 5 6 7 8 9 10 11 12 13 i4 Q w� w 12 Q F w _ � 1 1 — L — - - � — — � - -I —I — I - - `f' LU o 29 w ' �> PIRR �I R PIRR�� PIRR PIRRen o H I I I e LANDSCAPE REQUIREMENTS DC — — — — � I _ _ LANDSCAPE GENERAL = 0 z w BLOCK 10 BLOCK 10 26 25 24 23 22 21 20 19 18 17 16 15 TOTAL TREES PROVIDED - 125 ^^ I' I TOTAL NUMBER OF TREE SPECIES PROVIDED - 10 Q ` V o + I I I I I I I I I I TOTAL NUMBER OF RESIDENTIAL LOTS: 63 x UJ PHASE III 30 TOTAL LINEAL FEET OF STREET FRONTAGE (LOCAL: NO TREE REQUIREMENT) - 2,55cl L.F. O 11 e (INCLUDING BOTH SIDES OF LOCAL STREET PARKWAY: 5,118 L.F.) coCD DTH OF PARKWAYS: 8' LANDSGAPE STRIP. ' J w10 L LCOMMON OPEN SPACE co W L1J REQUIREMENTS FROM UPC, I I-3G-3E: � O Q 1 — W 31 TOTAL AREA OF PHASE THREE: 6C14,345 S.F. (15A4 AG) E. MAINACHT E. MAINACHT S QUALIFIED OPEN SPACE REQUIRED: 109b = 6G,435 S.F. (1.5G AG) U o SS SS SS o e Q CD TOTAL SQUARE FOOTAGE COMMON OPEN SPACE PROVIDED: II.g13S = 82,712 (I.qO AG) V J � \ � � � � � TOTAL SQUARE FOOTAGE QUALIFIED OPEN SPACE PROVIDED: �4.g5gb = 34,356 (0.79 AG) � � Q o I "QUALIFIED OPEN SPAGE MET AS PART OF LAVENDER HEIGHTS PRELIMINARY PLAT Q — > — — — — — — 32 LANDSCAPE PLAN, DATED 01/23/2020. BLOCK 2 ap ONE DECIDUOUS SHADE TREE PER 8,000 S.F OF OPEN SPACE REQUIRED: 10 (82,712 S.F. w ,p w COMMON OPEN SPAGE PROVIDED) ^ Q F / U) — — OPEN SPACE DECIDUOUS SHADE TREES PROVIDED: 10 (PLUS 2-1 CONIFER AND IC1 — z I I I ORNAMENTAL TREES). UJ Q Q I I ` i I 7 8 9 ,o I „ I 12 I BLOCK 3 33 MICROPATHWAY LANDSCAPE REQUIREMENTS13 / — Requirements LINEAR FEET TREES REQ'D TREES PROVIDED J 0 � / I — IMPER�OOTL FAY - Iq4 L.F. 2 2 Ir W -- _I _I_ J _ p BLOCK 2 STREET BUFFER REQUIREMENTS w W Ir P 34 NOT APPLICABLE - NO COLLECTOR OR ARTERIAL STREET ADJAGENGY. w d- E \ 9 I 8 I , I + AMENITY REQUIREMENTS Z r BLOCK 3 CV -C 5 4 3 2 AMENITY REQUIREMENTS MET AS PART OF LAVENDER HEIGHTS PRELIMINARY PLAT W O °' I LANDSGAPE PLAN, DATED 0I/23/2020. I I I Q PLANT SCHEDULE J CIO QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS p BLOCK 2 — _ _Lw=� L - - o. ° DECIDUOUS SHADE TREES z \ \ 30 FS Fa us s Ivatica 'Riversii' Rivers Purple Beech 2" GAL. B4B 50'H X 30'W II \ \ e e e + + + + 6 PA Plotanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. B4B 50'H X 40'W III 37 TT Tilia tomentosa 'Sterling' Sterling Linden 2" GAL. 545 45'H X 35'WA, —11111 3: II E. PHE OMEN L 6 a Quercus robur x Q. alba 'Grimschmidt' Crimson Spire Oak 2" GAL. B4B 40'H X 151/4 6 W y Q CONIFEROUS TREES a HOO W F oW \ \ \♦ e �\� WmQO�OJ Wpa•p�_ + 4 PG Picea Iauco 'densato' Black Hills Spruce 6' - 7' HGT. 40'H X 15'W " y W z o Q PHASE I — OUTSIDE - g P - ' �� m ~aom . I6 PP Picea pungens Hoopsii Hoops Blue Spruce 6 HGT. 30 H X 15 W o W W 7 PN Pinus ni ra Austrian Pine 6 - 7 HGT. 50 H X 30 W a as s Z z 5 o LIMITOF W RK ORNAMENTAL FLOWERING TREES 0 Z WS O � O o / GG Gercis conadensis Eastern Redbud 2" GAL. BBB 25'H X 20' W I + V I 7 MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. BdB 25'H X 25' WI REVISIONS j BLOCK o + + I 5 PC Prunus cerosifera 'Thundercloud' Thunder Cloud Plum 2" GAL. B$B 25'H X 25' W I No. Date Description r 5 I C.)SHRUBS GS Gornus alba 'Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W \ 4 + + 16 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W 0 47 MA Mohonia aquifolium 'Gompoctum' Compact Oregon Grape #2 3'H X 4'W i \ BLO 0 0 17 PO Physocarpus opulifollus 'Monlo' Diabolo Ninebork #5 8'H X 8'W PROJECT NO.: n + 49 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W 21077 (n B C- 30 SS Syringo 'Sensation' Sensation Lilac #5 10'H X 6'W �+� N 60 WF Wei eta florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W DRAWN BY: z T OVERALL LANDSCAPE PLAN PERENNIALS/ORNAMENTAL GRASSES TIC -0 N 50 0 50 100 150 \ p o 2-1 CA Galamagrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W CHECKED BY: 43 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W JB i SCALE: I"= 50'-0" _ _ �s 10(b LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W DATE: t` 000' o0 0 o: 31 PA Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W 07/14/2021 0 C) \ I SHEET NUMBER O o T `A � ID L1.0 0 L- 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIDNA_ SJRVEY ON TIJ- AT S VIJ INNOVATIONS PLANT SCHEDULE - - - - toe — '°B roe _ 0 QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASSZ ° T°B DECIDUOUS SHADE TREES — — roe _ _ O or Uo — — — — TOB — 30 FS Fogus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II wo w o LA-16536 g a — — 6 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. 54B 50'H X 40'W III o00 7/14/202 — — _ 37 TT Tilia tomentosa 'Sterling' Sterling Linden 2" GAL. B4B 45'H X 35W II o°°O �O000 s + OF, Guercus robur x 0. alba 'Grimschmidt' Grimson Spire Oak 2" GAL. Bff B 40'H X 15'W oho��D o 2 4 2 6 z PIRR PIRR 4 2 CONIFEROUS TREES loo6 PIR 4 PG Picea glauca 'densato' Black Hills Spruce 6' - 7' HGT. 40'H X 1511/1 IR 16 PP Picea pungens 'Hoopsli' Hoop's Blue Spruce 6 - 7' HGT. 30'H X l51 w M / Q\�� I I 1 7 PN I Pinus ni ro Austrian Pine 6' - -i' HGT. 50'H X 30'W o o O C U r Z I ORNAMENTAL FLOWERING TREES '� `� 11 / 4 15 I I I 7 GG Gercis conadensis Eastern Redbud 2" GAL. BdB 25'H X 20' W 1 _ n n C ° z 16 7 MS Molus 'Spring Snow' Spring Snow Grabapple 2" GAL. BSB 25'H X 25' W 1 a, Q a) E � �'CD a w 2 \ 17 5 PG Prunus cerasifera 'Thundercloud' Thunder Cloud Plum 2" GAL. BdB 25'H X 25' W I Qus Y ; p i \ 18 19 / z ICU 20 SHRUBS m 0 Lo CL C 0 0 a o � w m.4 L ,W O Z i i UJW C7� _J 3 � L cc m / I 16 CIS Gornus alba 'Bailhalo' Ivory Halo Dogwood #5 5H X 5W . . . . . . W W co CD 1 I 16 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W - o 6 I I I 4-7MA Mahonia aquifollum 'Gompactum' Compact Oregon Grape #2 3'H X 4'W • - • • \ I I I 1-7 POPhysocorpus opulifolius 'Monlo' Diabolo Ninebork #5 8'H X 8'W N L 4q PM Pinus mugo 'Slowmound Slowmound Dwarf Mugo Pine #5 3'H X 4'W o 30 SS Syringo 'Sensation' Sensation Lilac #5 1O'H X 604 BLOCK 2 60 WF Wei eta florida 'Dark Horse' Dark Horse Weigela #2 3'H X 31 , o a� PERENNIALS/ORNAMENTAL GRASSES 14 \ I I 27 CA Galamagrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W z \ I I I 43 HS Hemerocollis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W 106 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W 31 PA Pennisetum olopecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W 1 4 I 0 0 K I 4 - - - - - - - - TT- - - - - CALLOUT LEGEND LANDSCAPE LEGEND w + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + . . + + + + + + + + . . Y + + + + + + + + + kY + + + + + + + + + + + + + + + +✓. . + + + + + + + + + + + • • . . + + + F + + + + + O 40'-0" VISION TRIANGLE. + + _ 6 + ++ W W W SAVE AND PROTECT EXISTING TREES) PLANTS TO BE INSTALLED w FS +++ 2 AND LANDSCAPING FROM PAST PHASES. z E. BRACE ST. w .. Copyright c�2021 z I + $ $$ $$ O 6'—O" VINYL FENGIN6, SEE DETAIL 2/L1.5. All rights reserved. Reproduction or use in any form o GUT EDGE, SEE DETAIL 3/L1.5 or by any means without written permission of 2 II }+}+ Breckon Land Design,Inc.is unlawful and subject to 0 I + !!!!I, criminal prosecution. rc J + + + + + + (r•�+ + + + + + + +. .� + + + + + + + + + + + + + + + + + + + + + O 6'-0" TUBE STEEL FENGIN6, SEE DETAIL I/L1.5. + + + + + + + +•. + + + + + + + + + + + + + + + + + + i(. + + + + + + + + + 6' PRIVACY FENGIN6 Lu + � — / + 1 +�+ 5 + � + + + + + �- + + + + + + + + + _ 5 _ _ _ _ °_ _ _ _ _ _ _ _ _ _ SEEPAGE BED SEE CIVIL PLANS. BEDS HAVE A x +++ O 10' SEEPAGE BED EASEMENT AROUND 6' OPEN VISION FENGIN6 z — +++ +++ .. START 2 2 INFRASTRUCTURE - DO NOT PLANT TREES Y + + + 3 TT TT WITHIN 10' EASEMENT. 10' AGHD SEEPAGE + + LA Lu SAVE AND PROTECT EXISTING 10' ASPHALT BED EASEMENT o +• + �0. :: 4 O REGIONAL PATHWAY. — — — — — — LANDSCAPE BERM W O ++ FS 13 +++ ++ 5 I 1 I I I I 10' ASPHALT REGIONAL PATHWAY W o + + Q ++ PM I O ADDITION. VISION TRIANGLE LIJLu H +++ ++ 1 PO I I I I I I z 1 +++ ++ PG 1 8 SAVE AND PROTECT EXISTING FARR LATERAL. — — PROPERTY LINE (VERIFY) Q 4 + + + PO O + + 9 GRAVEL ACCESS AREA - SEE CIVIL PLANS. N o +++ ++ 3 8 QUANTITY +++ ++ MA 10 3' TALL LANDSCAPE BERM AT 3:1 SLOPE. PM w PLANT SYMBOL + + O w O QLu + ++ I BLOCK 10 I I I I I w 0 _ _ _ _ _ _ �,• 2 I 3 I 4 I 5 I 6 17 I FENCING REQUIREMENTS +++++++++++ LL PIRR + + + + + TURF SOD OVER APPROVED /r ° • W + BLOCK 6 LOTS 6 - 22 1,82cl L.F. 6'-O" OPEN VISION FENCE + + + + + + \` 1 +++ Er ++ 3 M + + + + + TOPSOIL _J F BLOCK 2 LOT 23 Iqq L.F. 6'-0" OPEN VISION FENCE + + + + + + G I ++ Q + ` SS J J BLOCK 2 LOT 4 - 5 225 L.F. 6'-O" OPEN VISION FENCE .. I O I + LU LJ.J ++ PP W W BLOCK 10 LOT I Iql L.F. 6'-0" PRIVACY FENCE n O 1+1 ++ J ++ +�!� 3 W W BLOCK q LOT q 158 L.F. 6'-O" PRIVAGY FENCE LANDSCAPE MULCH BY OWNERLl I2 +++ Q ++ SS I I I = I = I BLOCK 3 LOT 6 187 L.F. 6'-O" PRIVAGY FENCE OVER APPROVED TOPSOIL OR ' �I12 + + z ++ I I I I 1 W W ( BLOCK 3 LOT 14 q5 L.F. 6'-0" PRIVACY FENCE APPROVED EQUAL C� Q y 1 C +++ W + — — — — — _ _ _ _ _ _ _ _ W LU _ _ BLOCK 10 LOT 15, 15 201 L.F. 6'-O" PRIVAGY FENCE — I + + + Cn42 L.F. LOCK 2 LOT 26 L Ill PRIVACY FENCE � 1 + � + 3 PIR PIRR PIRR — PIRR� i Q Q +++ +• f:: LU LU BLOCK 2 LOT 24 - 25 225 L.F. 6'-O" PRIVACY FENCE }+} I. ..... Z Z w I +++ + 3 J ^^ V J I..L F + U) ++ M 1 I I I I I U �U I LD z - - - - - - ++ ++ 1 PO I BLOCK 10 1 I I I Q Q I w Q Q LU 1 + ++ ++ PG 26 25 24 23 22 21 + � + = J — I 1 + + � + + + ++ I I + + 1 w I +++ + 5 PO U I I I I I I w C14I +++ PM LA I I I I I I �--U E 2 4 11 + + END C) + + + ++ + 3 z r + + + 3 4 0 1 ++r` ' +++ TT TT Q � t.• + + o m I + 1 + J + + + CID + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + J L 1 t t t t t t �}.t.' t. t t t t t t t t t + t t t t t t t t t t + + t + + + ', t t t t t t t t + + + + + t + + + + + + + + N / + t t t t t t t t t t t t t + + + + + 11 I U i / ++}+ W W W W p I ++ CD \ ++ + E. MAINACHT ST. z + +� o $$ $$ $$ I — O J+ + 1 1 TT + + y 2 + + + + + + + + + + + + 1 + + + +.• + + + + + + + +' + + + + + , a alpx rn + + 5 5 + + + + + + + + + + + + + + + + + + + oo o- 0 PM . 1 yWW _A; _ _ AREA �_ �� Wm�U. ��o I / AATCH INE - SEE SH ET L1.1 START ++ LA j ++ .:' ONE OO� y 'ac�a�W W + M M - % Z3 BLOCK 2 T MATCH INE - SEE SHEET L1.2 2 ++ �� ++ START 1 — — 'o'a c m C — I PM ++ p 3 az�W ,� z 10 I 1 +++ w ++ O I I PO I + (� 2 PO I REVISIONS / PG +++ + ; PP ( No. Date Description + + z 1 U c� 4 / +1 ++ :�t�l! PN C .... .. 7 SS }+ G ++ M 3 1 M + + ++ GS + + �•'.. 7 I 8 _ PROJECT NO.: / I I PC +++ ++ I — — — — 21077 (� B m / 1 +++ H++ 5 DRAWN BY: z I I 1 PO +++ :y'. M 3 I TC CHECKED BY: JB U T LANDSCAPE PLAN - AREA ONE 07/14/2021 C* N 30 30 60 q0 AREA MAP � CIA n-n-=111T oI SCALE: I"= 30'-0" SHEET NUMBER O T A � N 200 O 200 400 600 L1■1 0, SCALE: I"= 200' O" L_ 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIDNA_ SJRVEY ON TIJ- AT S VIJ INNOVATIONS PLANT SCHEDULE °°°°°°°°°°°°°° O OF -t °o° QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS o-161 °°g���gITZ $ p°O°oo°o DECIDUOUS SHADE TREES o* a o� 30 FS Fogus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II o� LA-16536 �g o 6 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Plonetre , 2" GAL. 54B 50'H X 40'W III o00 7/14/202 o°° 37 TT Tilia tomentosa 'Sterling' Sterling Linden 2" GAL. B4B 45'H X 35W II 000O �O000 s 6 QR Guercus robur x 0. alba 'Grimschmidt' Grimson Spire Oak 2" GAL. B4 B 40'H X 15'W 0 CONIFEROUS TREES z 0 4 PG Picea glauca 'densato' Black Hills Spruce 6' - 7' HGT. 40'H X 15W 16 PP Picea pungens 'Hoopsli' Hoop's Blue Spruce 6 - 7' HGT. 30'H X 15'W w M 7 PN I Pinus ni ro Austrian Pine 1 6' - 7' HGT. 1 50'H X 30'W o o ORNAMENTAL FLOWERING TREES �� �' c v mOD � o o � 7 GG Gercis conadensis Eastern Redbud 2" GAL. B 4 B 25'H X 20' W 1 Z.E _ n n � ° z 7 MS Molus 'Spring Snow' Spring Snow Grabapple 2" GAL. BSB 25'H X 25' W 1 a, Q a) E � � co a w 5 PG Prunus cerasifera 'Thundercloud' Thunder Cloud Plum 2" GAL. BdB 25'H X 25' W I m us ; p L I O cc + + CJ + co c O W N.- L + O Z + + + Z Ivory Halo Dogv400d : aCO �+ Gornus alba 'Bailhalo' #5 LL + + + I6 CS 5+++ + 5 PO 16 HP Hydrangea paniculato 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W - w + + I I I I I I I I 47 MA Mahonia a uifollum 'Gom actum' Gom act Oregon Ora e #2 3'H X 4'W • - • • E +++ PM 7 I I I I I I I 17 PO Physocorpus opulifolius Monlo' Diabolo Ninebork p #5 8'H X 8'W E L 4 11 + + LA I 4G PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W o 2 +++ ++ END 30 SS Syringo 'Sensation' Sensation Lilac #5 10'H X 6'W ' ++ + j': 3 60 WF Wei ela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W m o + ++ 3 PERENNIALS/ORNAMENTAL GRASSES + + +� + W + 4 ++ TT TT 2-7 GA Galamagrostis x acutiflora 'Karl Foerstor' Foerster's Feather Reed Grass #1 5'H X 2' Z 43 HS Hemerocollis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W / + 1 + 106 LA Lovondula ongustifolia 'HidCo Blue' English Lavender ++ + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 31 PA Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass #I 3'H X 3'W o + + + ..... + + + + + + + + + + + + + + + + + + + + �, + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + �= ++ W W W W z K ' ++++ E. MAINACHT ST. CALLOUT LEGEND LANDSCAPE LEGEND + + w + + �? SS SS SS 1 SS 1 + TT = / + + 71 1 O 40'-0" VISION TRIANGLE. x 'I 0 O + + 2 + + + + + + 5 5 1 + ++++ +++ ++++ + ++++ ++++++++++++++++ ++++ . + + ++++++++ +++++ O SAVE AND PROTECT EXISTING TREES) PLANTS TO BE INSTALLED w 0 PM AND LANDSGAPING FROM PAST PHASES. z 3 5 — — — — — — Copyright C�2021 Z START + LA L.L.I + All rights reserved. Reproduction or use in any form o / ATCH INE - SEE SH ET L1 .1 4 3 6-O VINYL FENCING, SEE DETAIL 2/L1.5. _ _ _ _ _ _ _ _ _ _ _ _ GUT EDGE SEE DETAIL 3/L1.5 or by any means without written permission of 2 + TT Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. rc J BLOCK 2 MATCH INE - SEE SHEET L1.2 2 ++ o ++ ":.: :.:: :::: 3 START 1 O 6'-0" TUBE STEEL FENGING, SEE DETAIL 1/L1.5. w I I PM ++ Q - 6 PRIVACY FENCING a G 10 I I 1 +++ W ++ 1 I I SEEPAGE BED, SEE CIVIL PLANS. BEDS HAVE A ' PO 1 PO 5 10' SEEPAGE BED EASEMENT AROUND 6' OPEN VISION FENCING LL + + C/) I I O INFRASTRUCTURE - DO NOT PLANT TREES Y / PG + + PP 1 10' AGHD SEEPAGE + .."�'"::' . WITHIN 10 EASEMENT. o 4 / ++ ::.��Nl 7 PN BED EASEMENT + SAVE AND PROTECT EXISTING 10' ASPHALT w SS + + 3 I O REGIONAL PATHWAY. — — — — — — LANDSCAPE BERM W ` + + ++ :.':: .:.14 CS I I I I o M +++ ++ 7 $ 9 10' ASPHALT REC71 ONAL PATHWAY w VISION TRIANGLE W / PG + + + I I O ADDITION. O E H + + + + + / 1 +++ ++ 5 8 SAVE AND PROTECT EXISTING FARR LATERAL. — — T w 1 PO +++ + M 3 PROPERTY LINE (VERIFY) y Q PG +++ + Ff SS 9 GRAVEL ACCESS AREA - SEE CIVIL PLANS. Q N 0 \ PO ++ ' I 8 PLANTGUANT SYMBOL U + + + 3 10 3 TALL LANDSCAPE BERM AT 3:I SLOPE. PM w UJ 0 2 5 + + -I FENCING REQUIREMENTS + + + + + Cr) c Lu + + + + + + + + (o LL 3 WF ++ ++ 3 + + + + + TURF SOD OVER APPROVED /r ° SS 1 ++ ++ SS 5 BLOCK 6 LOTS 6 - 22 182G L.F. 6'-O" OPEN VISION FENCE +++++++++++ TOPSOIL \L w + + + BLOCK 2 LOT 23 Iqa L.F. 6'-0" OPEN VISION FENCE + + + + + + Q G 3 pG + + '' WF CV M \ 6 9 8 7 +++ ++ 3 I BLOCK 2 LOT 4 - 5 225 L.F. 6'-O" OPEN VISION FENCE w O GS + + + GG J J BLOCK 10 LOT I 191 L.F. 6-O PRIVACY FENCE n O I + + 5 BLOGK cl LOT cl 158 L.F. 6'-0" PRIVAGY FENCE LANDSCAPE MULCH BY OWNER �+ N I I 6 FO +++ + M w I w BLOCK 3 4 BLOCK 3 LOT 6 187 L.F. 6 O PRIVAGY FENCE OVER APPROVED TOPSOIL OR Q 8 I G + + ++ GS 5 = = I 4 I 3 BLOCK 3 LOT 14 G5 L.F. 6'-0" PRIVAGY FENCE APPROVED EQUAL r n ....................... V, Q z 8 4 3 3 G 3 3 END ++ (;•. I Cn Cn I I BLOCK 10 LOT 13, 15 201 L.F. 6'-0" PRIVAGY FENCE C HP 3 3 HP 3 PP 3 G 3 ++ 2 PO LLU `LU I BLOCK 2 LOT 26 42 L.F. 6'-0" PRIVAGY FENCE 3 10 10 PP SS 10 WF 10 END 4 f:: 3 + �'' PP LU Cn cc BLOCK 2 LOT 24 - 25 12, 225 L.F. 6'-0" PRIVAGY FENGE Q PO 4 h15 + + =.. .. I � O _ FS + a• a n t: I — — 5 1 J J — F + + + + �++ + + + PN = 2 5 �' .. � � � � :�'� ..: 1 \ \ WF I + HP + + + + + + + + + + + + + + + / + + + O + Pp Lu Q \ + + + + + + + + + + 3 + + + + + + + + + + Cp + I �r + Q Q \ PA 1O + + + + + + + SS 23 + + + WF + + + + + + PA g 7 �1/+ + + LA \ + + + + + + + 3 PA 5 + + + + + + + + + + + + LA + + + + + + + }IS + + + + + + + + + + L/} + + WF + + + + + + + + 3 + + PA HP + + + + + + + + + 1 + + + 1 + ' + END �_ 0 \ O + + + + + + + PA + + + + + + + + + + + + + + + + + + PO + + + + + MCA. + + \+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6 + + + + 3 Q \ .�L+ LU + + + + + + + + + + + + + ..... + + + + + + + + + + + + + + + + + + + + + N"+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ff + + + + + + + + + + 12 ........ + + + + + + + + + + + + + + + + + + + + + + CD O� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + . . . + + + + + + + + + + + + + + + + + + + + + + + + Q O W \ + + + + + + + 12 PM + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ( _ + + + + + + + + + 1 + + + + + + + + + 2 *' E +++++++ 8 PA +++ +++++++++++++++++++++++�++++++++++++++++++++++ +++ 1 J 8 + LA + + + + + + + + + + + + + + + +--+- + + + + + + + + + + + W W W T \+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + Z \ + + + + + + + + + + +�/ + + + + + + + + + + + + + E. PHE OMEN LS W N \ O + + + + + + + + + + + + + + + + + + + + + + + + .�+ 6 0 \ \ + + + + + + + + + + + + + + + ++ + + + + + + + /� . + + + + + + + + + + + + + + -+--+ + + + + 3 TT \` � \ + + + + + + 5 + + + + + + + + + 5 O SS SS > 0 e01 \ + + + + + + + + + �+ + + + PM \ 10 0.>. + + + + + + + + + + + + + + + FS I Q J \ ++ + + + + ++++++++ + + PG + + + + + + + + + + + + + + + + + + + + + + + + \ O .:.:. •"•" �� + + + + + + + + LA + + + + + + + + .w + + + + + + + + 3 + + + + + + + + + ter+ G J + + + + + + + + + + + pWF + + + + + + + + + + 5 9 ++ END I z . + + + + + + + + + + + + + + + + + 1 00 \ 8 + + + + + + + + ..... + + + + + + `LA 6 -,+ + + + + + + + + + + + + + + + 3 10 I �W Q '� + + + + + + + + + + + + + WF + H E[ + + + + + + + + + + + 1 :a a�Ox .� + + + + + + + + + I 2 W C O O W aim 10 BLOCK 2 :O 1 ��� 1 m; C d°1 Ja0LU x �W Q—� LA 6 I C) 11 O \ PP` I ILI REVISIONS PO \ 3 /� O No. Date Description CS O 4 I `F I (� BLO - CA LD LANDSCAPE PLAN AREA TWO O 2 + START PROJECT NO.: 4 0 - - 21077 (n B rn N 30 O 30 60 GO \ \ Q AREA DRAWN BY: a� ■ 2 Z L SCALE: 1"= 30,-0" ' 2 TWO TC O 6 CHECKED BY: JB (� O ep1 DATE: 8 ° 07/14/2021 C* o O x:;�. T AREA MAP o SHEET NUMBER O T A N 200 0 200 400 600 I ■ ID, SCALE: I"= 200'-O" L1.2 0 - 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIDNA_ SJRVEY ON TIJ- AT S VIJ INNOVATIONS ++ PLANT SCHEDULE 0 000000000 0 / + °°°° + 4 END QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS o°°°*5���ITZ °o 0 tpe 2 DECIDUOUS SHADE TREES + + 0 1--I U o 6 + 7 30 FS Fogus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II o� LA-16536 �0 0 ' + 6 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. 54B 50'H X 40'W III o° 7/14/202 +. + 37 TT Tilia tomentosa 'Sterling' Sterling Linden 2" GAL. B4B 45'H X 35W II o°°O �O000 s ' + 6 QR Guercus robur x 0. alba 'Grimschmidt' Crimson Spire Oak 2" GAL. B4 B 40'H X 15'W I I °°Oo h O oo u�D o Tos i 3 + o ++ + CONIFEROUS TREES — + + 4 PG Picea glauca 'densato' Black Hills Spruce 6' - -T HOT. 40'H X 15'W + 16 PP Picea pungens 'Hoopsli' Hoop's Blue Spruce 6 - 7' HGT. 30'H X 15'W w M 6 + + 7 PN Pinus ni ro Austrian Pine 6' - 7' HGT. 50'H X 30'W o N o START 3 END 3 2 + ORNAMENTAL FLOWERING TREES .5 y 22 ^ ^ ^ ^ 7 GG Gercis conadensis Eastern Redbud 2" GAL. BdB 25'H X 20' W I �L C_ a �a) 004MnY ° w IR 4 I + PIRR PIRR PIRR PIRR 7 MS Molus Spring Snow Spring Snow Grabapple 2 GAL. BSB 25H X 25 W 1 a) a rn E a) _ E D ' a w 5 PG Prunus cerasifera 'Thundercloud' Thunder Cloud Plum 2" GAL. BdB 25'H X 25' W I .m Io 0 �� �Cc � ; 0 + SHRUBS = co 0 _U.° ao N w m.4 L m w -0 O Z C10 + 7 + I I 16 CIS I I CJ J w CD S J 3 � 0 fw0 m 0 Gornus olba 'Bailhalo' Ivory Halo Dogwood #5 5H X 5 W . . . . . . � w w co [3 21 + I I 16 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W - o 4 + + 3 4-7MA Mahonia aquifollum 'Gompactum' Compact Oregon Grape #2 3'H X 4'W • - • • w + + QR 1-7 POPhysocorpus opulifolius 'Monlo' Diabolo Ninebork #5 8'H X 8'W N L 2O 4G PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W o + BLOCK 2 30 SS Syringo 'Sensation' Sensation Lilac #5 10'H X l + 60 WF Wei eta florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W m + 24 25 I I + + I I PERENNIALS/ORNAMENTAL GRASSES Q + + 27 CA Galamagrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W Z + + I 43 HS Hemerocollis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W ' +w 106 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W Im ++ + 31 PA Pennisetum olopecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W o + + U + 7 + I K ' ' CALLOUT LEGEND LANDSCAPE LEGEND + I o � I I START + W + START I 0 4 + + 4 w + + O 40'-0" VISION TRIANGLE. x 'I 10_ + 3 I 3 SAVE AND PROTECT EXISTING TREE(S) w 3 LA PG M PLANTS TO BE INSTALLED PM 3 3 O AND LANDSCAPING FROM PAST PHASES. w +++++++++ ++++�.+• +++ +++++++++++++ +++ +++ + +++++++++++ +++ +.`i. +++ ++ +++++++ +++ +; +++ + + + + + + + + + + + 6 SS GA Copyright C0 2021 z + + + + + + + + + + + ' +, + + + + + + + LA Z J �� I 11 All ri hts reserved. Re roduction or use in an form 0 ... ........... '-.,.. .� 3 6-O VINYL FENCING, S + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + EE DETAIL 2/L1 5 GUT EDG SEE DETAIL 3/L1 5 g p y + + ••:•.,.,•� . ... ._ — — — — — — — — — — E, S or by any means without written permiss on of \�, + •.• Breckon Land Design,Inc.is unlawful and subject to 0 W W W W •� :. ........ .......... J + + 2 4 6'-0" TUBE STEEL FENGING, SEE DETAIL 1/L1.5. criminal prosecution. w + ............ I W E. BRACE ST. : :. :.. .:. .. O© ' SEEPAGE BED SEE CIVIL PLANS. BEDS HAVE A ^ ^ ^ 6 PRIVACY FENGING {J S SS SS ++ 3 START O 10' SEEPAGE BED EASEMENT AROUND 6' OPEN VISION FENGING10 + END 3 INFRASTRUCTURE - DO NOT PLANT TREES (1 GA 10' AGHD SEEPAGE ..• 3 WITHIN 10' EASEMENT. + �( + + + + + + + + + + + + + + + + + + + + + + + ` + + + + +/ + + c�c� BED EASEMENT o + +� + + + + + + + + + + + + + + + + + + + + + + + 0 5 5 + + +++++++ 1 +++ PM 6 SAVE AND PROTECT EXISTING 10' ASPHALT _ — / + + + 8 O REGIONAL PATHWAY. — — — — — — LANDSGAPE BERM UJ + + + z I 1 — — — — — — — + + + I UJ W TT FS START ++++ + + FS 27 7 10' ASPHALT REGIONAL PATHWAY VISION TRIANGLE o 3 + 6 I O ADDITION. W & H + + LA Q© + ++ TT 8 SAVE AND PROTECT EXISTING FARR LATERAL. _ _ w 3 1 PROPERTY LINE (VERIFY) = Q 0 PM I ++ — — — — _ 9 GRAVEL ACCESS AREA - SEE CIVIL PLANS. N o 1 PN 4 ++ I 10 3' TALL LANDSGAPE BERM AT 3:1 SLOPE. PM QUANTITY ql W + + PLANT SYMBOL PO + TT O O 12 + + 0 M ++ ++ I FENCING REQUIREMENTS +++++++++++ C� + + I Co LL + + + + + TURF SOD OVER APPROVED L i `. ++ ++ I BLOCK 6 LOTS 6 - 22 1,82G L.F. 6'-O" OPEN VISION FENCE +++++++++++ TOPSOIL W + 28 BLOCK 2 LOT 23 IcIcl L.F. 6'-0" OPEN VISION FENCE + + + + + + G I I I I I I + ++ BLOCK 2 LOT 4 - 5 225 L.F. 6-0" OPEN VISION FENCE w BLOCK 10 I + + BLOCK 10 LOT I 191 L.F. 6-0" PRIVACY FENCE n O Q ++ W ++ I BLOCK cl LOT cl 158 L.F. 6'-O" PRIVACY FENCE LANDSCAPE MULCH BY OWNER Ll I 7 8 9 10 11 12 13 + �I M + ( I BLOCK 3 LOT 6 187 L.F. 6-O PRIVACY FENCE OVER APPROVED TOPSOIL OR / 2 + Q BLOCK 3 LOT 14 q5 L.F. 6'-O" PRIVACY FENCE APPROVED EQUAL J J +++ F ++ I _ _ _ _ BLOCK 10 LOT 13, 15 201 L.F. 6'-O" PRIVACY FENCE — I + + W BLOCK 2 LOT 26 42 L.F. 6-O PRIVACY FENCE � �_ - 25 225 L.F. 6-O" PRIVACY FENCE W 3 +++ + BLOCK 2 LOT 24 _ Q + „ U + + + + ZQ Q+ ¢ O + + Jw C -- +F - Gy T UJ P P +PIRR PIRR - PIRR + 29 W + LANDSCAPE PLAN AREA THREE w Q +3 + z^ I..L + = J — W J J ++ ++ N 30 0 30 60 GO + ■ 0o U U I I I I I I PO I ++� (. . SCALE: I"= 30'-011 + + I I I I I BLOCK 10 I Ir W GG + + _ _ _ _ + 0 21 20 19 18 17 16 15 PO +++ + �..�..� 2 + + + I CD + + V, 1 PP I + + + Uy.... + + E PN ` :: 5.: + + + Q : I + + zT+ + �, + N I I I I I I �' + 30 LLI M %+++ ++5 ++ Q LA I I • + + 4 END 3 ++ 100 — — + + + + + + + + + + + + + + + + + + + +_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 ++ I Z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,... + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + # + + + I + �a W W W W 31 + � Y + o w Wo 1oo�Z7eWE. MAINACHT S WLL 0 LW��0 ztguz_ �FJ AREA {RQca + + + + + + + + + + + + + +(�Ak + + + + + + + + + + + + + + + + + + + + + + + + + + + + -+P + + + + + + + + + .!� + + + + + + + + + + + + + t.i a C V Z c + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,+ 4 + + + + + + + + + + + + + + + + + + + + + + + 1 a C K �' + ++ I HREE gZ>.W z + 1 + � 1 REVISIONS 32 C , START START +++ ++ No. Date Description 3 + u - - - U + � + ° I I I I I I PP 1 :..:: ++ I I I PN — — — — CL 3 +++ 3 PROJECT NO.: 'IN) 3 I + TT + 21077 (n + + + B 3 ' MS + + DRAWN BY: z BLOCK 3 +++ TC -0 7 I 8 I 9 I 10 11 12 13 ++ 33 I CHECKED BY: O U 0 3 M +++ +++ I DATE: 3 PM + + I 07/14/2021 C* nu 'S ' LA + - — R l +++° O + + o AREA MAP T o ' END +++ � +++ SHEET NUMBER O Ai — — —� — — —I— — — — — — — — __ e 3 " _ __ + N 200 0 200 400 600 U IRR PIRR PIRR PIRk BLOCK 2 I ■ L1.3 0 34 SCALE: = 200-O 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIDNA_ SJRVCY ON TIL_ AT S VIL INNOVATIONS LANDSCAPE NOTES. EXTRUDED POST GAP 96" ON CENTER 00000OFol0000OO (STANDARD OPTION) 91" MAXIMUM SPAN oogS��gSTZ 8o°Oo 00 I. PLANTER STRIP LANDSGAPE IMPROVEMENTS FRONTING INDIVIDUAL PRIVATE LOTS TO BE INSTALLED IN THE FUTURE BY HOME BUILDER, COORDINATE WITH DEVELOPER AS REQUIRED. N4 2. GONTRAGTOR SHALL REPORT TO LANDSGAPE ARGHITEGT ALL GONDITIONS WHIGH IMPAIR AND/OR PREVENT THE PROPER EXEGUTION OF THIS WORK, PRIOR TO BE61NNINO WORK. iN o 3. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARGHITEGT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND GHARAGTER MAY BE CONSIDERED IF SPEGIFIED PLANT MATERIALS CAN NOT BE OBTAINED. HOLD TOP AND BOTTOM LA-16536 o w 4. GOORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. RAILS IN PLACE WITH WHEN PRESENT: BUD o 7/8 U-CHANNEL POINT (A MINOR o0 7/14/202o°o� 5. GOORDINATE WORK SGHEDULE AND OBSERVATIONS WITH LANDSGAPE ARGHITEGT PRIOR TO GONSTRUGTION START-UP. LOCK RING. ROOT FLARE/COLLAR (SWELLING AT 6. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. REMOVE TOUN&E ON ONE 12 JUS�OK IN ABOVE THE THTERUNK SOIL LINE WHERE STEM TISSUE °OOOo 1VDSCA�oo°°° 7. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTEO IF NOT IN A SOUND AND HEALTHY CONDITION. SIDE OF PANEL TO SIT TRANSITIONS INTO ROOT TISSUE) TO 4" 5"3 GONGRETE MOW5TRIP SOIL LINE) TO BE °�a000000000 0 8. IN THE EVENT OF A PLANT COUNT DISGREPANGY, PLANT SYMBOLS SHALL OVERRIDE SGHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. FLUSH AGAINST POST BE AT SOIL LINE. cl. ALL PLANTING BEDS SHALL BE GOVERED WITH A MINIMUM OF 5" DEPTH OF LANDSCAPE MULGH BY OWNER. SUBMIT SAMPLE FOR APPROVAL. CONCRETE FOOTING APPROXIMATELY I Y2" PREVAILING WIND Z ABOVE THE SOIL ROOT PROBE DIRECTION 0 10. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLAGE ALL PLANT MATERIAL FOUND DEAD OR NOT 7W8" x 6" TOUN6E AND N LINE IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPEGIES AT NO COST TO THE OWNER. GROOVE PIGKET I I SCORE JOINT AT EACH w 11. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE SITE GRADING PLAN. `D POST �_ E M o M 12. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL OR6ANIG MATTER A MINIMUM OF 6 INGHES INTO 1-1/2" x 5-1/2" RAIL SOIL LINE ,c° q 1 q TOPSOIL. FENGE POST, SET POST iv REMOVE DEAD/DAMAGED BRANGHES o co 0 13. FERTILIZE ALL TREES AND SHRUBS WITH 'A6RIFORM' PLANTING TABLETS. QUANTITY PER MANUFAGTURER'S RECOMMENDATIONS. PRIOR TO INSTALLATION AND PRUNE TO INTERNATIONAL ° C w N 14. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, GOMPAGT, AND FINE GRADE TOPSOIL TO A 12" WIDE GONGRETE OF MOWSTRIP 50GIETY OF ARBORIGULTURE .5 E a L n =CM co L9 a) o z a E CIO - SMOOTH AND UNIFORM GRADE 3" BELOW ADJAGENT SURFAGES OF PLANTER BED AREAS, 1-1/2" BELOW ADJAGENT SURFAGES OF TURF SOD AREAS, AND I" BELOW ADJAGENT SURFAGES OF MOWSTRIP M STANDARDS; IMPROPERLY PRUNED °' Q cn E T Co w TURF SEED AREAS. PLAN VIEW TREES (AS DETERMINED BY THE a o .e.� a m ao N `o v o 15. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A w W.- L r LANDSGAPE ARGHITEGT) SHALL BE _ -a N Q 10 -a -0 a �; z GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, GLEAN �l 5" SQUARE VINYL FENGE E E 3 L o co z AND FREE OF TOXIC MATERIALS NOXIOUS WEEDS WEED SEEDS ROCKS GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE N HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT v J w J 3 x L cc o `n r POST BE 2" MAXIMUM REMOVE MAIN LEADER!! u- w MINIMUM STANDARDS, GONTRAGTOR IS RESPONSIBLE TO EITHER: BELOW SOIL LINE. A) PROVIDE APPROVED IMPORTED TOPSOIL, OR - SET FINISH GRADE AS UTILIZE SOIL/ROOT RUBBER GINGH TIE Z =ill B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSGAPE ARGHITEGT. II11 SPEGIFIED PROBE AROUND w L 16. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS I I I d II<' TRUNK (APPROX 1"-2" 2"x 2" WOOD STAKE (LENGTH AS o AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. N IIIII- GONGRETE FOOTING AS AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE SPEGIFIED m A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, �II I a. � II-1 TO ROOTS.ATE HIGHEST - PROOTBALL. SEE NOTE 1. SET ARALLEL TO PREVAILING WI D.STAKES o WELL-DRAINED SITES WHERE TOPSOIL OGGURS AT A DEPTH OF NOT LESS THAN 4 INGHES. I I I I =1 lli �o , B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIOITY, FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A REG06NIZED GOMMERGIAL OR GOVERNMENT A6ENGY AND GOPIES OF NOTES: = 11111= 6 AGGREGATE BASE Z a L -I J o REMOVE TREE WRAP TRUNK Z THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN II-_ OR MUDDY CONDITION. AGIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. I. REFER TO LAYOUT PLAN FOR MOW STRIP -1 11 11 GOMPAGTEO SUB-GRADE w PROTECTION, AFTER INSTALLATION LOGATIONS. J o L 17. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSGAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. -III=III II _ I 18. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, 5TRUGTURE5, OR FACILITIES. TREES SHALL NOT BE PLANTED WITHIN 5'-0" OF AN A.G.H.D. 2• SCORE JOINTS e 10' O.G. OR AT EACH POST. -III„ III o GONSTRUGT 2" EARTH BERM AT EDGE o SIDEWALK. 3. INSTALLATION TO BE GOMPLETED IN 31„ 31>' z w OF FOOTBALL, FILL TREE RING W/ IQ. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE ACCORDANCE WITH MANUFACTURERS 2 5" 2 cn MULCH, AS SPEGIFIED. IRRIGATION SYSTEM. SPEGIFIGATIONS. Ln IM 20. IN THE EVENT OF A DISGREPANGY, NOTIFY THE LANDSGAPE ARGHITEGT IMMEDIATELY. 4. VINYL FENGE COLOR TO BE DIRECTED BY o 3" THICK MULGH LAYER, KEEP MULGH ° K OWNER. 3" AWAY FROM TRUNK. Z VINYL FENCE PANEL REMOVE BURLAP, , w TOPSOIL NOTES 2 TWINE, AND WIRE o a/ zal FINISH GRADE BASKET FROM TOP w F SOALE: I/2"= -O" � OF ROOTBALL, �` VA/jVA//VA////VA// \ - //VA //V///////// GOMMERGIAL SLOW RELEASE REMOVE ALL NAILS, Q w //jam/jam/j j� FERTILIZER TABLETS 1. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERGENT OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER 3" DEPTH OF MULCH AT TIES, AND PLASTIC A \ \ VA VA/ PLANTER BEDS FROM ROOTBALL. IF =III _ SIDES OF HOLE ROUGH 8 UNEVEN EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 8 SYNTHETIC BURLAP IS // w 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE BAGKFILL WITH APPROVED TOPSOIL Copyright CO 2021 z UTILIZED TO WRAP All rights reserved. Reproduction or use in any form o OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, ORGANIC MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR - - - AND SOIL AMENDMENTS AS g w TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. THE ROOTBALL, IT or by any means without written permission of 2 SHALL BE SPEGIFIED. BAGKFILL IN 6" LIFTS, Breckon Land Design,Inc.is unlawful and subject 0 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIOITY, FERTILITY AND GENERAL TEXTURE BY A REG06NIZED GOMMERGIAL OR GOVERNMENT A6ENGY AND GOPIE5 OF THE TESTING _ - - - - - - WATER EACH LAYER TAMP criminal prosecution. rr J A6ENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARGHITEGT'S REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE AMENDED TO AGHIEVE III=,�``� Wo l - COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH w _ _ _ _ _ REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL a FSPEGIFIED PH AND ROZEN OR MUDDY OGONDNTIONEQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A - BIODEGRADABLE 5' MIN. DIA 1 11. SOIL EVEN W/ TOP OF FOOTBALL, APPROVED TOPSOIL AND SOIL BURLAP SHALL BE DO NOT OVER GOMPAGT!! 4. PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO -III TII = - AMENDMENTS AS SPEGIFIED TREE RING o BRING SURFAGE TO PROPOSED FINISH GRADE, AS REQUIRED. FINISH GRADE LEFT ON THE BOTTOM GUT EDGE OF THE ROOTBALL. SET ROOTBALL ON NATIVE, Y 5. COMPACTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: PER PLANS a A. LAWN AREAS: 12 INGHES MINIMUM OR AS NEGESSARY TO AGHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. UNDISTURBED SOIL o B. PLANTER BEDS: 18 INGHES MINIMUM PLANTER BED CUT EDGE NOTES: z 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE 1. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'5 OPTION; HOWEVER, THE GONTRAGTOR IS w OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND 1" FOR SEED. 3 NOT TO SOALE RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT z 7. TOPSOIL 5TOGKPILE LOGATION5 TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. (TYPICAL AT TREES IN TURF AREAS) FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. ALL STAKING SHALL BE REMOVED AT THE END OF THE w ° 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS WARRANTY PERIOD. I H SHALL BE 5TOGKPILED OR TEMPORARILY PLAGED IN PROPOSED LANDSGAPE AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. 2. IN THE EVENT OF A QUESTION OR LACK OF GLARITY ON THE DRAWINGS, THE GONTRAGTOR IS TO NOTIFYIr GONTRAGTOR SHALL SUBMIT A DETAILED 5TOGKPILE PLAN TO LANDSGAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. 'A' 'A' THE LANDSGAPE ARGHITEGT BEFORE PROGEEDING. Q 3. LANDSGAPE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. w TURF AREA PREPARATION NOTES. 4. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. � ^ I o A = LENGTH, AS SPEGIFIED 5. FOR TREES LOGATED WITHIN ROADSIDE PLANTERS LESS THAN 8-O IN WIDTH, PROVIDE TREE ROOT ` V w OR PER PLANT SGHEDULE BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF GURB AND O r n Lu I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. y. Q 00 EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL UJ V J Lu 2. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INGHES. REMOVE STONES B = 85% OF 'A' REQUIREMENTS, GONTRAGTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. ' ^ J o LARGER THAN I INGH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS C J " co LL MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. + DECIDUOUS TREE PLANTING Q 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. � � � � w 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNESS OF SOD. G 5. UNGHAN6ED SUB6RADE5: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY PLAN VIEW (TYPICAL FOR TREES 3° CALIPER OR LESS) No- TO SCALE = w EXGAVATIN6, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFAGE SOIL AS FINISH GRADE PER PLANS n � O w FOLLOWS: Ll A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFAGE SOIL. 8' EDGING, PER PLANS AND DETAILS Q B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. APPLY SOIL AMENDMENTS AND WHEN PRESENT: BUD FERTILIZERS AGGORDING TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 N 6ROUNDGOVER PLANTING PER POINT (A MINOR INGHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. CROOK IN THE TRUNK ROOT FLARE/COLLAR (SWELLING AT CD < 6. APPLY SOIL AMENDMENTS DIREGTLY TO SURFAGE SOIL BEFORE LOOSENING. PLANTING PLAN SOIL LINE WHERE STEM TISSUE = w SIN JUST ABOVE THE Q A. REMOVE STONES LARGER THAN ONE INCH IN ANY DIMENSION AND STICKS ROOTS, TRASH, AND TRANSITIONS INTO ROOT TISSUE) TO MULGH, PER PLANS, 3" DEPTH OVER SOIL LINE) TO BE OTHER EXTRANEOUS MATTER. - BE AT SOIL LINE. `•_- - ENTIRE BED. DO NOT COVER CROWNS APPROXIMATELY I Y2' 4 u PREVAILING WIND I I B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, VEGETATION, AND TURF, OFF OWNERS ABOVE THE SOIL ROOT PROBE '�� UJ OF PLANTS PROPERTY. $f.c %„� DIRECTION �iN \ \ \ \ \ \ V LINE qs f 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE PLANE WITH LOOSE, SPLIT ALL ROOT BOUND ROOTS WITH 3 � UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INGH OF FINISH ELEVATION. ROLL AND EQUAL SPAGED VERTICAL GUTS. ?� �.,' �'� ' RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO - III VA VA VA VA VA VA \ VA VA SOIL LINE a��- 71 1 III /iv// //v//v//v//v/w v //v//v/ _ -_ �, �t A LL� vL Q AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. A%/VA%/VA%AA/AA%AA%�A%�A%�A%�A%�A%AA /V/V/\ DEWITT PRO 5 WEED BARRIER FABRIC P'a REMOVE DEAD/DAMAGED BRANGHESCD 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW 11hV/jV/jV�jV�jV�jV�jV�jV�jV�jV/jV/jV/jV/jV/jV/j /V/j -` + AND PRUNE TO INTERNATIONAL cO SURFAGE TO DRY BEFORE PLANTING. DO NOT GREATE MUDDY SOIL. I Y2° SQ. TUBE STEEL \ AAAAAAAAAAAAAAAAAAAAAAAAAAAAA �A V OR APPROVED EQUAL �,RE- �v � SOCIETY OF ARBORICULTURE o� 11. BEFORE PLANTING, OBTAIN LANDSGAPE ARGHITEGT'S AGGEPTANGE OF FINISH GRADING; RESTORE RAIL i�� �i�ii�i( i� \��A�i i�ii �� 4Y.���> STANDARDS; IMPROPERLY PRUNED O PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. - TILL SOIL TO A DEPTH OF 12 , � ' .� r,z TREES CAS DETERMINED BY THE BAGKFILL WITH APPROVED TOPSOIL t '3 LANDSGAPE ARGHITEGT) SHALL BE W Z AND SOIL AMENDMENTS, AS SPEGIFIED. �� 1/2 50. TUBE STEEL -I HIGHEST ROOT SHALL ��� �� d REMOVED AND REPLACED. DO NOT 0 AT 4 TYP ,III III_ III III III _III_ - e� w Q o PIGKET III III III III„ O.G., "s` ��A �� UJ SUBGRADE BE 2" MAXIMUM ,, , �_ � REMOVE MAIN LEADER!! O ch WEED ABATEMENT NOTES: - BELOW SOIL LINE. aim` 0 d i� I UTILIZE SOIL/ROOT �;_,. E SOLID SECTION ,,�'� _ ��? " yy RUBBER GINGH TIE cD PROBE AROUND `n NOTES: ' pit < ,:,as 2"x 2" WOOD STAKE (LENGTH AS � I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS TRUNK (APPROX I 2 �\,., ._„� �,�„`'���� PERFORMED ON THEM PRIOR TO PLANTING OR HYDRO5EEDIN6. I. ALL 6ROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A AWAY FROM TRUNK) a � 1 � REQUIRED)-DO NOT PENETRATE I I - 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UP& (CONTACT HERBIGIDE) OR TRIANGULAR PATTERN. TO LOCATE HIGHEST _ �1 _ �c� ROOTBALL. SEE NOTE I. SET STAKES APPROVED EQUAL. 2" 50. TUBE STEEL 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFAGTURER'S ROOTS. ,r y � p! "' PARALLEL TO PREVAILING WIND. C 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. POST AT 6' O.G., TYP. RECOMMENDATIONS TO ALL GROUNOGOVER BEDS. O 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC, IRRIGATION SYSTEM FOR A PERIOD OF F, '� ��"�1iC �r���"4Qo REMOVE TREE WRAP TRUNK FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FORS PROTECTION, AFTER INSTALLATION PERENNIAL & GROUNDCOVER �S;�V ; � : J THREE TO FIVE (5-5) DAYS. GONGRETE PAVING 4 REMOVE BURLAP e;,„ , �- o , - - t li y , GON5TRUGT 2 EARTH BERM AT EDGE 5. APPLY SECOND APPLICATION OF ©ROUND-UP TO ALL EXPOSED WEEDS. APPLY IN STRIGT U) OR LANDSGAPE PLANTING TWINE AND WIRE GONFORMANGE WITH MANUFAGTURER'S SPEGIFIGATIONS AND INSTRUCTIONS. DO NOT WATER i°,�����1 / , ��fd OF FOOTBALL, FILL TREE RING W/ FINISH GRADE, REFER BASKET FROM TOP �ht , � ''� ,�i MULGH, AS SPEGIFIED. FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. ��� a r sir ��� TO PLAN � OF FOOTBALL, w w w '„ �;%�s� y r�' 6. IF ANY EVIDENGE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLIGATION5, GONTRAGTOR �� REMOVE ALL NAILS, 0 w o o c� S, 3 THICK MULGH LAYER, KEEP MULGH _ SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. TIES, AND PLASTIC N w O a � 3" AWAY FROM TRUNK. 7. AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS SHALL BE WEED FREE. FROM ROOTBALL. IF IX J N 1 ao SYNTHETIC, BURLAP IS FINISH 6RADE KEEP GROUND LINE SAME AS NURSERY LINE UTILIZED TO WRAP y W \//\//\//\ // // // „> .. / / // // //\/\/\ GOMMERGIAL SLOW RELEASE A a m W w REMOVE ANY PLASTIC, BURLAP, NAILS, OR SHALL BOEBALL, IT Q w \\/j\\/j\\/j j /\\/\\,;'' ",,;=< ' >', i \/j\ // //\//\\//\ FERTILIZER TABLETS y°W 11- Z IRRIGATION NOTES. LL v /v/ :v /v / �W��8zF o� OTHER MATERIALS FROM THE FOOTBALL GOMPLETELY \ \ VA//AA// //AA//AA \ \ �� W m a W m o_ WHIGH MAY LIMIT ROOT GROWTH /\ V/ _ SIDES OF HOLE ROUGH UNEVEN z LOUz m I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC, UNDERGROUND SPRINKLER SYSTEM REMOVED. ONLY -III - \\ m W_m � WHIGH INSURES COMPLETE GOVERA6E AND PROPERLY ZONED FOR REQUIRED WATER USES. BIODEGRADABLE a a GON5TRUGT 2 EARTH BERM TO FORM A -III- - - - - BAGKFILL WITH APPROVED TOPSOIL c>a c m EAGH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. BURLAP SHALL BE _ L AND SOIL AMENDMENTS AS a° a Z z 5 z 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. WATER RETENTION BASIN, FILL BERM WITH LEFT ON THE BOTTOM -III J a o x 3 W - MULGH AS SPEGIFIED - - - SPEGIFIED. BAGKFILL IN 6 LIFTS, z_ W C - 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INGHES AT LAWN OF THE FOOTBALL. a O AREAS AND 18" AT PLANTER BEDS. _ - WIDTH WIDTH WIDTH WIDTH WIDTH WATER EAGH LAYER, TAMP 0 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. MULGH, PER PLANS, 3" DEPTH OVER ENTIRE OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL ANNUALS, PERENNIALS GROUND COVERS OR SHRUB MA55IN65 SHALL HAVE A POP-UP a a - BED. DO NOT GOVER GROWNS OF PLANTS SOIL EVEN W/ TOP OF ROOTBALL, REVISIONS 1 DO NOT OVER GOMPACT!! No. Date Description SPRAY SYSTEM. - 5' MIN. DIA. TREE RING r , 5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM , - III PROVIDE DEWITT PRO 5 WEED BARRIER v GONTROLLER REQUIREMENTS ARE AS FOLLOWS: ,n =III-III FABRIC OR APPROVED EQUAL SET FOOTBALL ON NATIVE, a. PREGISE INDIVIDUAL STATION TIMING " _III III NOTES: UNDISTURBED SOIL b. RUN TIME GAPABILITIES FOR EXTREMES IN PREGIPITATION RATES = PROVIDE COMMERCIAL FERTILIZER TABLETS U 8" AND BIOSTIMULANT, AS SPEGIFIED, FOR EAGH I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS RESPONSIBLE TO � c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE SHRUB INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF CI- d. SUFFICIENT MULTIPLE GYGLES TO AVOID WATER RUN-OFF NOTE: - PROJECT NO.: n e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING =III, III III III WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING '^ I) FINISH SHALL BE MANUFAGTURE'S POWDER GOATIN6. SUBMIT COLOR SAMPLE FROM FULL COLOR " BAGKFILL WITH APPROVED TOPSOIL AND SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 21077 U) STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE WIDTH OF B PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING. SOIL AMENDMENTS, AS SPEGIFIED. BAGKFILL 2. IN THE EVENT OF A QUESTION OR LACK OF GLARITY ON THE DRAWINGS, THE GONTRAGTOR IS TO NOTIFY THE DRAWN BY: HYDRO-ZONES. r� �� 6" FOOTBALL 6" 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE 2) CONGRETE POST FOOTING SHALL BE 12 MINIMUM DIAMETER X 36 DEEP (4500 PSI). IN 6" LIFTS, WATER EAGH LAYER, DO NOT LANDSGAPE ARGHITEGT BEFORE PROGEEOIN6. TIC c- WATER TO RESPECTIVE HYDRO-ZONES. 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATCH ADJAGENT TAMP OR OVER GOMPAGT. 5. LANDSGAPE GONTRAGTOR IS TO NOTIFY THE LANDSCAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF O 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD SURFAGES. PLANT MATERIAL. CHECKED BY: GOVERAGE WITH TRIANGULAR 5PAGING. 4) CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY DESIGN PROFESSIONAL NOTE: CONSTRUCT 6" MOUND OF TOPSOIL 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE JB ( 1 > 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVER5PRAY ONTO IMPERVIOUS PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED - GOLOR AS DIRECTED BY EIGHT TYING METHOD. SEGURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. v 1. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. DATE: SURFAGES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). OWNER. 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFAGTURER'S RECOMMENDATIONS TO ALL o G. PROVIDE MINIMUM (1) QUIGK COUPLER VALVE PER EACH (6) AUTOMATIC, VALVE ZONES. 6ROUN000VER BEDS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARGHITEGT 07/14/2021 C* 01� TUBE STEEL FENCE SHRUB PLANTING IMMEDIATELY. CONIFEROUS TREE PLANTING C) APPROVE Q.G.V. LOCATIONS WITH LANDSGAPE ARGHITEGT. � 7 SHEET NUMBER O o ���IP: =1'-O NOT TO SOALE I NOT -O 5'_-A-E T A L1.5 O L_ 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LAVENDER HEIGHTS SUBDIVISION NO. 3 BOOK , PAGE LOCATED IN THE SW 1/4 OF SECTION 32, T.3N., R.1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO CP&F INST. NO. 2021 LEGEND 2014-098053 1/4 n ® FOUND ALUMINUM CAP MONUMENT 316532 SEE SHEET 2 OF 4 FOR CURVE & LINE DATA FOUND BRASS CAP MONUMENT • FOUND 1/2" REBAR, PLS 11118 ® FOUND 5/8" REBAR, PLS 11118 OR AS NOTED I SET 1/2" REBAR WITH PLS 11118 1 GDc PLASTIC CAP �, . D�F- w SET 5/8" REBAR WITH PLS 11118 UNPLATTED 611�5 �^�W BLACKROCK SUBDIVISION N0. 1 N83 47'06"E y�� -00 N co BOOK 96, PAGES 12003-12008 PLASTIC CAP C SECTION LINE 1 age' „ 26.72 S86'47'31"E 362.95' C3 �6j�g�,ti o CD - - - - 12 144 L10 23 (S89'5�5 E) - - N695"I S86'4T31"E 361.30' SW 1/16 CENTER LINE _70•10' C31 PLS 8575 S89 49 51 E 225.35 EASEMENT LINE AS NOTED I 5�' -70.10'- -70.10' ��� 22 � - - - - 6g g1. -70.10'- 11.49'-C32 91.29'- -134.06' N PUBLIC UTILITY, IRRIGATION & LOT 23 qh9`� \ 15 w W 17 W 18 W 19 o DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 - z to 0 0"'0 to o N a' of to i� to \ o of m o `aWi 0' 50' 100' 200' ----------- ACHD STORM WATER DRAINAGE a� o 1 Irb � 7470 sf '� z `� Z Z ry to ro to to z z o 0954 sf o TOTS sf 1 _ EASEMENT LINE, SEE NOTE 9 M cm EXISTING SEWER EASEMENT SCALE: 1 100 Cil _ ACHD PERMANENT SIDEWALK EASEMENT 14 �S9F \ 5 BLOCK, 2 z 20.00' z oo o INSTR. NO. - y LINE PER INSTR. NO. - \ 5� C16-67.04'J -70.00' 70.00' 70.00'- 70.00'J -70.00' -70.00' 91.29'- 14.6T-C N o 24679 sf \ c1 "' SEE DETAIL THIS SHEET 1j Lll o_ S89'49 51 E SUBDIVISION BOUNDARY LINE BLOCK 2 �, E. BRACE ST._ _ _ SEE NOTE 8 c,1479 sf 72.11 - - LOT LINE v ADA COUNTY HIGHWAY DISTRICT STORM ADA COUNTY HIGHWAY DISTRICT STORM 46.64' �a DRAIN EASEMENT - SEE NOTE 9 - N89'49'51"W 613.00' DRAIN EASEMENT - SEE NoTf 9 � ADJACENT PROPERTY LINE 1 - 177 0�� 7�, V M & DETAIL 8 SHEET 2 OF 4 8' & DETAIL A SHEET 2 OF 4 C �; 26 N89'49 51"W 118.75' S7g. _ _ 26 8 �, 27 0 18 LOT NUMBER 0 35 j7 E - c`v �31.50' �60.00'� r50.00'1 �60.00'- 50.00' �0.00'� 750.00', �60.00'� r50.00'1 r50.00'1 r50.00' 41.50' �'�� b O6 57 sf I 0 13 2 10 11 12 , 1D0.0� 1 w �W �W W� w�- �w �w �� �w w w �w 13 z I y IJ414 sf m 0 y y y y rn O rn o rn o rn rn o rn rn �S89'49'51"E� I of 0 31.5' 31.5'_ °O o 0o, 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o o z I n o � � o to \ G O \ IO \ o 0o O o o O \ O o o Too 00 00 to o Co L53.3L to r? � � cy cv r � coJ rO d � O � d � o � � o � o � cri 14 Q o 28 �o Lo II C.DO `o z z C. oo o oo 7I o oo 00 ED0 o o � cn I co 6000sf , > I NOTES S89'49'51"E Q 15 z z o Iz z z z z , w �o.oQ m m I o z 12 0o Y ,,, 04 L �N89'49'51"W J BLOCKS O i -N89'49'51"W - U o S89'49'51"E o N v,l 1-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR o N c J o 0254 sf \ W o �2 50.00', 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 50.00' S0.00' 55.00' O Q o� 29 0 = a PUBLIC UTILITIES, LAVENDER HIEGHTS HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN N Mo I 139.5� J I o O Ol 5il O �1 F l l F l ! ' of N m 6000 sf co LU a - (10)FEET ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED A. I 0 26 w 25 w 24 w 23 w 22 W 21 w 20 w 1g o w 18 w 17 w 16 w 15 o N L- 100.OR -n 0' = z r cT! car o I I DRIVEWAYS AND WALKWAYS TO EACH LOT. S89'49 51'E - CA z o Tao rn a, c� °' a' �' a' c� Imo' a' o� Imo' o� Imo' o� a' o o N p � I m o \ o o \ o \ O o o _ o \ o \ o - o 0 0 0 S89'49'51"E� I N z O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p o I 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR p 11 o o 0 0 0 0 o O o 0 o O z 31.5' 31.5' o ro 30 0 z Y o o to O too to O to 00 to � too to 0 0l too too too to w o O o o PUBLIC UTILITIES, LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE z o z z o z z z z z z z z o o pD 10754 sf c� 5' 1 a, co 6000 sf < m OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT `'cs' �31.50' L � J L J L L �5 _J L J L J L J L J L V O 10,100.00,\ - w 1 J 52 -'" 60.00 50.00 60.00 50.00' 60.00' 50.00' 60.00' 50.00 50.00 50.00 55.00 1 I o _ a� Q LINE OR SUBDIVISION BOUNDARY. 12� C o -S89'49'S1"E o E 22 n z o 0 0 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE - - - \ E. MAINACHT ST. _ - - M - 0 31 5000 sf o 7 = RE-SUBDIVISION. 186.00' 487.00' ,n N,n o Ln S89'49'51"E 2 LO 1 L ��'� J N _ 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS SEE NOTE 9 7 Y� INSTRUMENT NO. M I o S89'49'S1 E o p - . 65.07'- �� I �� 60 00' 50.00' 60.00' 50.00' 60.00' 50.00' -64.00'- �& 00 32 5000 sf 0 00 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS coJ 16955 sf // �° 4.43' I A J J \ J 5 _ J J ,n a� (N a 9 8 7 31.50 31.5' o O7 0 mO O9 0 0 10 11 12 13 ^ I L �0�rymJ INSTRUMENT NO.2020 106343. 1 23 ^�0 O 5 O O o ,nl 6 0 to \ of ro �o \ of OC. -o \ O �o o \ o ro I S8949'S1 E 6-MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER I '�Y O� W �W Qj O O O O O O o O O O O O O �' �O O O O\ M 1 O O p /� o rri to \ • O o o O o O O O \ of o ri o 33 5000 sf o UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. co rn qr, rn NIL�j o 0 0 too to o zo o too C. 000 14� L z z o z z z 100.QQ _ 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL OPERATION, U' ��' 20702 sf N to y O y � o w 1 Q o L L ,J L-BLOCK L3 17% L J 15.00 _ C> co a co T O - o AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED i' o 0 0� rn 60.00 50.00 60.00' 50.00' 60.00' 50.00 -64.00'- L8 L9 o S89'49V'E o I-- LL, CO -N89'49'S1"W o O CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 5' N89'49 51 W 252.00 ,on 34 �� ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS o W w 5� - 5- sf U Cj � l\ z I � wO4 w O3 w O2 3 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR 320 J L I W o O to \ �o \ O �o \ o o w o 100.00 NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. 7 114.35' �70.00'J 70.00'� �� o to \ o N m o b o cfl o� o N89'49 51 W r o N 8-LOTS 6,23,&26 OF BLOCK 2, LOTS 6&14 OF BLOCK 3,AND LOTS 1 &14 OF BLOCK 10 ARE DESIGNATED AS COMMON AREA LOTS N 1\189'49'51"W 254.35' z z z z o o M TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS,AND ss8 `l N f5' N ARE SUBJECT TO BLANKET PUBLIC UTILITY, DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOT 26 OF BLOCK 2 IS COVERED NSB. p, '8s� BLOCK 2 �% o`'o -46.50' L50.00'J L60.00'J -50.00' Z BY A BLANKET EASEMENT FOR MERIDIAN CITY SEWER. p0, F S �6 1 �., �J,g 27j 29086 sf C2 ��jJ O6 �, � � N89'49'51"W 9-PORTIONS OF LOTS 6 THRU 9 OF BLOCK 2 AND LOTS 3 THRU 6 AND 9 THRU 13 OF BLOCK 10 AS SHOWN HEREON ARE SERVIENT � N89'49'51"W 168_82' 37.68' LAVENDER HEIGHTS SUBDIVISION NO. 1 TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST `9 E.PPHENOMENAL ST. 00 BOOK , PAGES _________- AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO. 98S' STyti 110,19 1 19gy� 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL 1 qs FgsF \T 18.82' �3-80.00' 70.00' o (sl (THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD 23 FAN FT 04 5 cv > PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE �TE9\ o �� O N O 5' Q STORM WATER DRAINAGE SYSTEM. I Nggs Z 6765.sf 9 to AC o Z 10-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION c� 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR �69SJ'4Jr»S4S,w 3g \8S2B5'� i�� o �' ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. Q cv W `399 ,22 23 �3, `� cn 11-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE 1 11IVP4,1 SS 83' ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT SUBMITTAL. m 12-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. POINT OF 13-THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED 1 BEGINNING N69SS. N NORMAL GROUNDWATER ELEVATION. 103 Z4 5"w \ONNL LA/y0S 1 1,c, / ��5 �GISTC G,PL 0, Z CLINTON W. HANSEN w o 11118 1 PLS 11118 31 32 E. LAKE HAZEL RD. 32 ��'7w °F - - - - - - S89'57'01"E 1331.91' - _ - - - W 1/16 - - - -N 89'S8'24"W 1331.96- - _ QN W.NP 6 5 FND 5/8" REBAR NO CAP 1/4 5 CP&F INST. NO. CP&F INST. NO. 2015-011236 111066375 SURVEYOR'S NARRATIVE ADA COUNTY SIDEWALK HIGHWAY DISTRICT BLOCK 2 Lan Olutim O ns INSTR. NO. _ ______- PERMANENT SIDEW,4LK EASEMENT 23 24 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM 700" 27.46' SURVEYED TIES TO CONTROLLING SECTION CORNER 22 \ \ Land Surveying and Consulting MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF 70.00' 20.00' 91.29' BLACKROCK SUBDIVISION NO. 1,LAVENDER HEIGHTS E. BRACE ST. N89'49'51"W 231 E. 5TH ST., STE. A SUBDIVISION NO. 1, INFORMATION FROM RECORD OF SURVEY MERIDIAN, ID 83642 NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. DETAIL (208) 288-2040 fax (208) 288-2557 THE SURVEYED MONUMENTATION AND CONTROLLING www.landsolutions.biz BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN N.T.S. HEREON. SHEET 1 OF 4 JOB N0. 17-55 LAVENDER HEIGHTS SUBDIVISION NO. 3 BOOK , PAGE CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 114.95' 140.00' 47'02'41" N34'29'08"W 111.75' C2 155.37' 110.00' 80'55'32" N29'30'30"E 142.77' E. BRACE ST. ADA COUNTK HICHWAK DISTRICT PERMANENT SIDEWALK EASEMENT ADA COUNTY HICHWAK DISTRICT STORM INSTR. N0. ____- __ C3 122.47' 220.00' 31'53'39" N77'15'42"E 120.89' �65,�DRAIN EASEMENT - SEE NOTE 9 �, C4 22.57' 144.67' 8'56'24" N56'50'40"E 22.55' 60.00' 50.00' 50.00' 50.00' 41.50' C5 94.25' 60.00' 90'00'00" S44'49'51"E 84.85' � 1 C6 94.25' 60.00' 90'00'00" S44'49'51"E 84.85' O 10 11 5�I 13 C7 94.25' 60.00' 90100'00" S45'10'09"W 84.85' BLOCK 10 C8 94.25' 60.00' 90'00'00" N44'49'51"W 84.85' C9 143.73' 91.50' 90'00'00" S44'49'51"E 129.40' LINE TABLE C10 58.41' 91.50' 36'34'32" S71'32'35"E 57.42' LINE # LENGTH DIRECTION DETAIL A C11 62.10' 91.50' 38*53'18" S33'48'40"E 60.92' L1 31.50' SO'10'09"W N.T.S. C12 23.21' 91.50' 14'32'10" S7'05'56"E 23.15' L2 31.50' SO'10'09"W C13 16.36' 91.50' 10*14'34" S5'17'26"W 16.34' L3 14.24' N44'49'51"W C14 62.10' 91.50' 38*53'18" S29'51'22"W 60.92' L4 6.97' N44'49'51"W C15 62.31' 91.50' 39'00'59" S68'48'30"W 61.11' L5 21.21' N4510'09"E C16 2.96' 91.50' 1'51'09" S89'14'35"W 2.96' L6 21.21' N44'49'51"W C17 45.33' 91.50' 28'23'02" N75'38'20"W 44.87' L7 21.21' N45'10'09"E C18 38.77' 91.50' 24*16'30" N49'18'34"W 38.48' L8 31.50' N89'49'51"W C19 59.63' 91.50' 37'20'28" N18'30'05"W 58.58' L9 31.50' N89'49'51"W C20 30.70' 28.50' 61'43'35" S30'41'38"E 29.24' L10 22.65' N83'4TO6"E E. BRACE ST.�ADA COUNTK HICHWAK DISTRICT STORM DRAIN EASEMENT - SEE NOTE 9 C21 14.06' 28.50' 28*16'25" S75'41'38"E 13.92' L11 75.89' S89'49'51"E 5� 1/.75' 60.00' - 50.00' 60.00' 60.00' C22 20.13' 28.50' 40'28'32" S69'35'35"E 19.72' _ C23 24.63' 28.50' 49'31'28" S24'35'35"E 23.87' l F J r O O �5' O O C24 24.63' 28.50' 49'31'28" S24'55'53"W 23.87' 5- C25 20.13' 28.50' 40'28'32" S69'55'53"W 19.72' BLOCK 10 C26 14.06' 28.50' 28*16'25" N75'41'38"W 13.92' C27 30.70' 28.50' 61'43'35" N30'41'38"W 29.24' DETAIL B C28 98.53' 120.00' 47'02'41" S34'29'08"E 95.79' N.T.S. C29 66.97' 120.00' 31'58'28" S26'57'01"E 66.10' C30 31.56' 120.00' 15*04'13" S50'28'22"E 31.47' C31 133.57' 240.00' 31*53'16" N77'15'54"E 131.85' C32 58.81' 240.00' 14'02'26" N86'11'19"E 58.67' C33 74.76' 240.00' 17'50'50" N70'14'41"E 74.46' C34 127.12' 90.00' 80'55'32" S29'30'30"W 116.81' \�Np.L LA#VDS %S Tc'o? 0 -� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 Nj, -Z�0 OF ON W.\AP La 4r olutim S 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 4 ^ rL,g,� [_� r� E. AMITY ROAD NORTH LAVENDER HEIGHTS SUBDIVISION NO . 3 Cj MERIDIAN, IDAHO - 2021 MIJ LOCATED IN THE SW 1/4 OF SECTION 32, T.3 N., R. 1 E.,B.M., MERIDIAN,ADA COUNTY,IDAHO n p y o Q Z T T c - 0 00 � EGC u N 00 0 W p C Q C7 CO O p J 05 0 OC -pC O0 > C7 m oo c OV c V� o C7 H ' Q v W Q_ U LU Z 3 GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES y Q M an y PROJECT Z C 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. SITE Z CD WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. LAVENDER HEIGHTS - 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 SUBDIVISI N N 3 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) t� CONTROLLING STANDARDS OR SPECIFICATIONS. AND THE CITY OF MERIDIAN WATER DEPARTMENT. � 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 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. 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 SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE - - - - - E. LAKE HAZEL ROAD PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. N0.1. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL 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 \ON AL NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387 6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. c� SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 1 OF 13 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 13 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 13 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 13 C.300 GRADING POFI ES INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 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 13 C.301 REAR YARD GRADING AND PRIVATE SEEPAGE BED PLAN �� 7/-13/71 o STORMWATER DESIGN GUIDELINES 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. . 6 OF 13 C.400 SEWER PLAN AND PROFILES �� �Q� Q� PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7 OF 13 C.401 SEWER PLAN AND PROFILES /J 0 F X 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 R ALL EXISTING WATER USERS 8 OF 13 C.402 SEWER PLAN AND PROFILE 411IN P. S� 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 13 C.403 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 13 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 13 C.600 IRRIGATION PLAN CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 12 OF 13 C.700 STREET AND STORM DRAIN DETAILS o LU 13 OF 13 C.800 STREET LIGHT 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 o z PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. zo } CD Q m 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. CONSTRUCTION CONTACT INFORMATION z Q CD LU FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 3 x zo z THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES DEVELOPER ENGINEER SURVEYOR o o 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE THE WESTPARK COMPANY CIVIL INNOVATIONS, PLLC LAND SOLUTIONS, PA cc & s o 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS o w " RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR D_ = 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. 2463 E.GALA ST.,STE.120 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A } W oc MERIDIAN,ID 83642 BOISE,ID 83712 MERIDIAN,ID 83642 < "' � ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL o zo 0 UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1 800 342 1585 PRIOR TO ANY EXCAVATION. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, PHONE:(208)888-9946 PHONE:(208)884-8181 PHONE:(208)288-2040 AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND EMAIL:TAYLOR@WESTPARKCO.COM EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:CHANSEN@LANDSOLUTIONS.BIZ of� z LU NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL z k- BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA a zcc 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). BENCH MARK AND DATUM DATA � J � c/) 2 S 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 DATUM DATA WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH HORIZONTAL: NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE VERTICAL:NAVD 88 WASTEWATER RULES(IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A ■ 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 � STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND y - C/) 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� , � � 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 CONIC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING ROLLED CURB W CONN Connection IF 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 �M M PROJECT NO. 21-0216-LH3 DIP Ductile Iron Pipe LT Left STD Standard � SS PROPOSED SANITARY SEWER LINE AND SERVICE ■ DW Driveway MAINT Maintenance SW Sidewalk PROPOSED STREET SIGN ■ DWG FILE CA 00 DWG Drawing MH Manhole SY Square Yard EXISTING STREET SIGN GRAVITY IRRIGATION PLAN LEGEND � SS EXISTING SEWER LINE AND MANHOLE � � • • 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 - �■ � ■ � � ` �■ ■ � 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 KItflW Whan below. I LN Mr 03,11 7 ISSUE DATE 07/23/21 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 IN 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 jUv 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 13 D:\Civil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.100(Title and Note Sheet).dwg ' k � �ti�5� II II UNPLATTED __4 STREET AND STORM DRAIN PLAN � / EASTERLY TOP OF BANK i I I SCALE: 1" = 50'-0"HORIZONTAL EXISTING FARR LATERAL iii��� I 1 1 INSTALL 10'WIDE ASPHALT PATHWAY EXISTING BLACKROCK 75 50 25 0 50 100 /�h� � ) w (SEE REAR YARD GRADING AND PRIVATE SEEPAGE SUBDIVISION111111001111111 EXISTING ASPHALT PATH-,, fee �1 �> o I BED PLAN FOR DETAILED GRADING PLAN CIVIL INNOVATIONS ---." PER LAVENDER `°�i I j j ) NORTH HORIZONTAL SCALE IN FEET °�- ,, - 2754 _" = _r°a -----, J °°-- -- HEIGHTS SUBD.NO. 1 ��- -� i O ICICj �-��- � - -� -2754 ---r _,°e;2753 /� � ao I y ? �\ -��� . �� 2754 °�--�_\°° - --- __ __r°°��- - Ee PRIVATE SEEPAGE BED(PSB13) PRIVATE SEEPAGE BED (PSB12) MMI EASTERLY TOP OF BANK �' i ! �P EP EP ����� 1� �� e�PR O (SEE REAR YARD GRADING AND PRIVATE SEEPAGE (SEE REAR YARD GRADING AND PRIVATE SEEPAGE .oe / //Er EP EP - �� � 2254�e-i CONSTRUCTION KEY NOTES MMI EXISTING FARR LATERAL �' � 0do Ee EP EP ea2755 �- -BL9CiF2- EP EP EP - EPA= i o BED PLAN FOR DETAILED GRADING PLAN) BED PLAN FOR DETAILED GRADING PLAN) °° �� Ee /� / `�PIRR -E\� EP - - EP EP EP / / O INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, �� PIRR EP EP 22 / _ - - - AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD 712. /215�IEP // / PIRR PIRR Wp s PIRR -- -PIRR - - PIRR _ R -- - / PIRR PIRR 2754� w � - _-'°` -- - _ - - c _ ' INSTALL 1 G WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. y T - 15 INSTALL 10'WIDE ASPHALT PATHWAY.SEE DETAIL ON DETAIL SHEET. 0 00 16 17 �� 21 3 - 1 1 ❑ O F- ev c i � �Q - - ` \ 18 19 1 4 INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. cn T N r ' / �155, \ \ 20 \ o \ BLOCK 2 BLOCK 4 / ❑ �c i 00 .e / O 24 \ 25 �I 11 10 INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD 00 - - - - - / oc / SUPPLEMENTAL SD-710C(6"THICK CONCRETE-SEE NOTE E). a O0 0 0 0 2756.71 FS/GB o 1 U. - �I h Y N / - - -- 16+97.71,34.50 R I� T 2755.93 RC �1 HEIGHTS S EXISTING AVENDER < Lli / 2756.75+ . FS/GB ? C` T ,0! �, N s INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. ' a c� .>_ _ ac C" / BLOC1(2 - _ \ O M °o LO 16+01.42 SUBD.N0.1 / ❑ � w �? I 14 - o $ 1 cc Ln N N 2755.87 RC/LP I REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET O Uj m z0 3 2758.65 RC/PC/GB 2757.71 RC - - 17+07.71,34.50,R r. LO co 7 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD � = 3 / -21+99.75 - - - - - \ N M + 15+88.25 ❑ 19+92.71 2 1 00 co 2755.88 RC/PT/GB \ 1 d SUPPLEMENTAL SD-303 AND SD-806. p 2758.66 RC 2758.35 RC 2758.03 RC 2757.73 RC 2757.39 RC 2757.07 RC 2756.75 RC 4 2756.44 RC' T\ 15+86.75 - 2754- � N N T I ti�h6 I 1y6/ i 22+01.69 21+32.71 20+62.71 19+98.25 \ 19+22.71 18+52.71 17+82.71 - -17+12.71 1 2756.04 RC QN •. .s .. . 1. �� 15+57.02oe 4 I / / 2758.88RC - - - - MW - - - - - - - MW 22+42.55 '• � � I � � DI 12A � DI 13A 1 / / p p 13/ 1 1 i " 2756.34 RC old \ p / STREET AND STORM DRAIN DATA N o o E. BRACE $T. o 0 0 p i p ,p758 ' J// o i N N DI 12B T o M �' - - - - _ 16+92.71 rl \y \DI 13B - PIRR - I \\12 SEEPAGE BED N0. 11 111 1 A \ 3 2759.11 RC SB 12 SG 12 SB 13 27 16.18 RC I I 2150� DI 11A DI 11B 1\ 1 122+83.27 / SG 13 r 15+31.60 \ I EXISTING LAVENDER CLSTA.25+52.74,16.50'LT,E.MAINACHT ST. CLSTA.25+52.74,16.50'RT,E.MAINACHT ST. 2758.51 RC 'MW - - MW 1 27 HEIGHTS SUBD. NO. 1 DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental I 2758.88 RC - - - - - 2757.23 RC 2757A1 RC./� - - - - 1 21+68.25 � I / - - - Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV s 18+88.25 18+38.25 \ 2755.87 RC/LP 2756.39 RC/PC/GB 14 TOP OF CURB=2757.47 TOP OF CURB=2757.47 22+42.13 - -2758.23 RC 2758.01 RC 2757.73 RC 2757.51 RC 2756.73 RC 2756.51 RC J J 34 12"INV OUT(S)=2754.22 12"INV IN(N)=2753.97 1 1 \ \ \ 2759.17 RC/PT/BVC _ 2759.17 RC/PT/BVC 21+08.25 - - 20+58.25- - Q 19+98.25- 19+48.25 17+78.25� 17+28.25 z 4 1 2 15+88.25 15+00 14+92.50 \ I 1 00 1 1 \ 22+94.00 -23+00 22+94.00 °C Cr Lo I v 2755.88 RC/PT/GB -- -- \ -- -- INSTALL 29.34 LF 12"PVC C-900 @ 0.85%TO DI 11 B 12"INV OUT(S)=2753.97 13 \ s 2758.65 RC/PC/GB o z o J r T ee r, ( ) 1 \ I \ \• 58 - 2E 'i Lti i - '�' C`! 15+86.75- \ \ Q INSTALL 4.17 LF 12"PVC(SDR-35)@ 0.72%TO SG 11 21+99.75 \ 0.1 o ao 2756.04 RC f \ \ Q(2oa)_�34 cfs Q(zs)=1.28 cfs 1 1 \� \ \2759.22 RC/HP 2759.22 RC/HP o z a z "' 1 M In + 15+57.14 \ \ y \ I 1 ai 1 P \ \\ 2\15.22 \ 23+15.22 i - - - - - ; L1J ;; + ari 1. I 2756.46 RC 1 \ \ /TIT\ 11 I \ a J L - o � N CO N c+o N T \ 14+88.00 \ II �s \\ \ l ) Q(1oo)=1.79 cfs oll \ 2759.11 RC \ BLOCK 10 a LL \ Q "' T T BLOCI(10 2756.39 RC/PC/GB 28,\ SG 11 SB 11 I \ \ 23+44.98 _ _ _ 2 3 4 2jS9� 1 � 14+92.50 \ \ I( \ \ 1000 GALLON SAND AND GREASE TRAP 145.0'L x 15.0'W x 5.6'D SEEPAGE BED 11 1 PIRR PIRR Lai 5 s 7 8 9 10 11 12 13 14 s �° . 2757.36 RC \ 1 \ (TRAFFIC RATED WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET �j� _ 1 A V � (T ) 1 \ \ \ \ a \ \ 14+28.00 \ \ / \ \ RIM ISPWC DING.57.SD 62 2757.67 S � �CslsTE�K l 1 W \ \ \ 2759.03 RC/EVC a 2759.03 RC/EVC �� \\ 63.00' \ O O of \1 \ 23+54.00 \ d \ 23+54.00 6a \ 1 \ 33.00' \ Ew \ \ (MATCH FINISHED GRADE) (� ( \ 4 y 1 4 �\ \ \ Z 4 '�� \ \ 12"INV IN(N)=2753.94 I 1 o 62 11 I 1 i A 12 \ \ \ - - - - \ ` �� s \ INLET BAFFLE=2753.34 1�07/�3/�/�O 1 \ \ \ PIRR PIRR PI R PIRR PIRR PIRR PIRR PIRR PIRR 1 ° 14++00 29 \ \ 16 \ 33+00 OUTLET BAFFLE=2753.84 -1 1 W w \ 24+00 \ \ 2759.19 RC/PC/GB 1 \ 1 18"INV OUT(E)=2752.99 �� O F 63.00' 2758.00 RC/PC/GB \ _276 I \ 13+06.00 \ \ I \ ) INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 11 I 1 11 33.00' s 24+57.00 �� U 2 \ 2759.27 FL ui \ 27 3$68 00 ^ \ \ IN P 2758.42 RC BLOCK 10 BLOCK 10 \ 2759.46 FL _ I \ 2757.71 RC 1 - _ Q __ - PIRR \ 24+14.98 \ 1 25 24 23 22 21 20 19 18 17 16 15 - \ I W \ 25+08.86 1 W - - \ W \ 2757.48 RC/PT/GB Co v U. F- ` ti \ 2760.62 RC 2759.56 LIP/PT/GB �s6 /\ o J < °� 1 ` STREET AND STORM DRAIN DATA w J 25+51.24 0 v ea v c� o 0! Lri ". Ln i I I 31+87.74 � y � � \ w w � � \ ee ti oe oe o am r o r \ 30+72.74 w w 30 r 7 \ 2758.00 RC/PC/GB CV CV + Le -In U \ � 1 _ � CO 1 1 11 -- -- 2757.47 RC/LP o Cn N N r. v P v 2760.Os RC 2760.67 RC/HP 1 I 2759.91 RIC y SEEPAGE BED N0. 12 I o z 1 I 24+57.00 \ + + N Cv N C" \ \ \ z a o m 25+52.74 w ai a oo c i- 29+12.74 30+63.74 31+77.74 \ \ o 1 '+� N Ln N r 0 4 2759.16 RC \ DI 12A DI 12B U) z > 2757.50 RC/GB N N N + + 2759.422759.62 RC 2759.86 RC 2760.30 RC 2760.51 RC 2760.35 RC 2760.14 RC/GB '° 1 \ \ z ¢ o 1 / w 1 13+08.00 \ CLSTA.19+98.25,16.50,FIT,E.BRACE ST. CLSTA.19+98.25,16.50,LT,E.BRACE ST. LL z W 1. 25+82.74 N N 27+52.74 28+02.74 28+62.74 29+72.74 30+22.74 1 31+22.74 31+60.74 \ z z 1 1 \ - '��� \ DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental � o O of 1 2757.92 RC \ �yx� \ + r r 13+00 32+00 Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV o > II MW 2759.18 FIL I \ \ TOP OF CURB=2757.73 TOP OF CURB=2757.73 0 0 z 24+72.22 \ DI 11 A 2759.09 AC =_ 6 81 1 \ 12"INV OUT(S)=2754.48 12"INV IN(N)=2754.23 o o z \ o o o p \ \ 1.4% v _ \ 12"INV OUT 2754.23 ccCc o p _ _\ o 10+00 o E.MAINACHT ST.- o 0 0 - p - f c ° o N INSTALL 29.34 LF 12"PVC(C 900)@ 0.85%TO DI 12B O= o Lu > o 0. _ 1 1.5/° o vl \ \ o = � Lu - -�� - -C �; ++ +�\ - -++- - - - +I 2759.91 RC / INSTALL 4.17 LF 12"PVC(SDR-35)@ 0.72%TO SG 12 y w o 1 \ f N N 2759.15 AC N f �N o M o N + \ \ \ Q(zs)=1.02 cfs $ II I \ 2757.69 RC DI 11 B \ 2759.21 AC "' - I i "' "' 12+58.00 '¢ Q(�oa =1.42 cfs Q(zs)=0.62 cfs a o o w \ 25+12.94 -O� �h�- 0.4% \ \\ Q ioo)=0.87 cfs o LU c: 2759.61 FL I EXISTING LAVENDER �W LU 1 v I \ \ 2757.48 RC/PT/GB / ` 1°° HEIGHTS SUBD.N0.1 � o 25+51 22757.47 RC LP' - �-2759.14 RC o 2759.54 RC 2759.79 RC 2759.99 RC s W / - 2760.51 RC/EVC \ \ o SG 12 SB 12 a 1 \ 1 \ 1 2760.43 RC 2760.67 RC/HP 2760.40 RC 2760.07 RC 1 19 \ 1000 GALLON SAND AND GREASE TRAP 94.0'L x 15.0'W x 6.0'D SEEPAGE BED i z 1 BLOCK 2 / SG 11 m � 26+95.68 ----- 27+83.74 28+43.74 28+93.74 12+18.00 \ (TRAFFIC RATED WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET °C 1 \ 25+52.74 \ c+ cs °O 1 2758.92 FIL 30+03.74 30+63.74 31+13.74 31+77.74 \ (T ) o _ C" 2759.21 RC/PC/GB 2759.50 RC/PC/GB 4 2750.23 RC 2760.63 RIC I ---� ISPWC DWG.SD-624. Lila o 1 10 \ \ � 00 av z r L6 2758.85 FIL w w 2760.14 RC/GB 2759.78 FL - T-- 1 \ \ J w M = 1 I A 00 C° v ¢ 1: N 27+00.74 27+73.74- 29+53.74 2759.86 FL 12+08.00 RIM=2757.87 W 2757.84 E q o M co + 2758.88FL BCR=20' 31+60.74 } } ,• O' O oz 11 2759.82 LIP/PT/GB \ Ln m C.i Co 2758.85 FL 1 \ 27 s (MATCH FINISHED GRADE) 1 w \ r- Ln + N N 2758.79 FL 2759.00 RC/PT/GB I \ -2+00 \ \ 31+00 12"INV IN(N)=2754.20 N N Ln o z 2758.76 FL 10+36.50 \ � 31+87.74 BCR=20' 2760.71 RC/HP al \ INLET BAFFLE=2753.60 EXISTING ASPHALT PATH j\ I `� C� C "' BCR=20' 2758.85 RC/BVC \ �� 1 2760.28 RC/PC/GB �� a 11+90,92 I OUTLET BAFFLE=2754.10 PER LAVENDER g 2js6 2758.97 RC/PT/GB 7 10+44.50 8 9 - 10 \11 #2 \12+33.00 13 14 33 I I 20 \ } } 18"INV OUT(W)=2753.25 HEIGHTS SUBD.NO. 1 1 1 a w 10+36.50 11t00 2757.92 RC/EVC \ - - - - 2760.51 RC/EVC I -- -- - co 1 1 \ 2758.85 RC/BVC -+ 11+04.50 \\ \ 1 / 12+18.00 2 4 / --+-- ) INSTALL 5.0 LF 18"ADS N 12 HP @ 0.00%TO SB 12 ■ 1 \ 10+44.50 \ � \ \I 2760.71 RC/HP _® - 11;R O 1 \ \ \ a 11+90.92 2757.92 RC/EVC 41 6 \ BLOCK 4 \ __ I __ __ 2760.41 RC/BVC _ 2760.41 RC/BVC I ��1 21 \ s\ 11+04.50 _ = _1=== = PIRR PIRR t PIRR PIRR 11+58.00 11+58.00 BLOCK I / / 275s.83 RC/BVC W 2756.83 RC/Bvc 34 = o f STREET AND STORM DRAIN DATA Z ` \ \ -- 1 2750.05 RC 2760.05 RC / r f 5 SEEPAGE BED NO. 13 \ 9 8 11+49.50 C! 11+49.50 11+38.00,16.50 L / \\ & \ \ \ 4 y 4 1 11+38.00,16.50 R-- -- BLOCK 3 ` - - _ _ BLOCK 3 EXISTING LAVENDER BEGIN CONST. J + + BEGIN CONST. DI 13A DI 136 ��/� 63 0\ 2755.95 RC/PC/EVC 4 3 \ 2 I 1 HEIGHTS SUBD.NO.1 (MATCH EXISTING) 11+00 (MATCH EXISTING)/ / / 30+00 CLSTA.15+88.25,16.50,FIT,E.BRACE ST. CLSTA.15+88.25,16.50,LT,E.BRACE ST. ca \ � �9'\ \ \\ 33.00' \ 12+09.50 2>S w 24 / DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental \ \ \ FUTURE POOL 9 >1 �� / + + \ Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV 2756.35 RC ¢ i 22 / TOP OF CURB=2755.87 TOP OF CURB=2755.87 z 1 2755.59 RC )1 \ ea PIRR PIPP-- PIRR 12 00 12+74.14 14+60.25 \ / _ \ , / EXISTING LAVENDER / \\ 12"INV OUT(S)=2752.62 12"INV IN(N)=2752.37 Q Q 2755.95 RC/PC/EVC 2755.43 RC/PT/GB \ c�� HEIGHTS SUBD.NO. 1 / �2756.44 RC 2� a INSTALL 29.34 LF 12"PVC C 900 @ 0.85%TO DI 13B 12"INV OUT(S)=2752.37 12+09.50 -- -- 13+03.75 \ S8 N 15a ( ) p z FA 14+72.57, 16.50'L o ai 1 2 10I=1.43 cfs INSTALL 3.55 LF 12"PVC(SDR 35)@ 0.85%TO SG 13 = Q 2755.42 RC/LP 2755.62 RC/GB 2755.95 RC o ____ __ __ i / BLOCK 2 4 END CONSTRUCTION 1 Q(ioo)=1.99 cfs Q(2s)=1.48 cfs = Q M - 13+05.25 13+50.25 14+00.25 PIRR x 0 \ 6 MW - - - - (MATCH EXISTING) / \ 23 \ 1 a Q(ioo)=2.05 cfs ,° Fp \� \ �•• 1 r � � \\ ; % SG 13 SB 13 Q o EASTERLY TOP OF BANK ° +z \\ / \, 1500 GALLON SAND AND GREASE TRAP 176.0'L x 15.0'W x 6.0'D SEEPAGE BED C4 - c j EXISTING FARR LATERAL �\ FA \ DI 10A J (TRAFFIC RATED)WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET p ACHD STORM DRAIN \ p a1 ) I 151 158 2] 275 l 5 o E.PHENOMENAL ST. p f c o o �- -2 o E.PHENOMENAL ST. p �2 f o \ 5 0 29+00 ISPWC DWG.SD-624. M(1/\ - -I +11- - -� 7 + _o o i 16+43.45 0 - - o p 8\_ _ o �f 7 _ = LLJ Q \ \� EASEMENT \ M \fi�11 f � ; - f �- - - 10+00 f °° ^ ( ), ( ) - -+I- - - -+�- - RIM=2756.00 W 2755.98 E DI 10B �T ) �T T T T \\ Cl) L (MATCH FINISHED GRADE) Cz w UNPLATTED ��pep '° - - z - - \ - -- + 12"INV IN( =2752.34 CD INLET BAFFLE=p OUTLET BAFFLE 2751.74 24 ~ 2755.27 FL 2755.62 RC/GB 2755.97 RC- 2756.44 RC \ _ ___ _�- 18"INV OUT(W)=2751.39 ep \ I 14+72.57,16.50'R 16+00 \ INSTALL 5.0 LF 18"ADS N 12 HP @ 0.00%TO SB 13 \ �. ep -12+84.24,15.67'R o 1g9g° 13+50.25 14+02.57 4 - \�\✓ \ SG rp 2755.50 RC I END CONSTRUCTION -- -- �275¢ INSTALL SIDEWALK 1 N �� (MATCH EXISTING) s \\ �\ITH 6"CONCRETE � .. / 13+22.57 s �\\ W STREET AND STORM DRAIN DATA 2755.21 FL ep �l \� 2755.42 RC/LP ,12+95.36,15.67'R ep 1 EXISTING LAVENDER ) \ �' 2� 13+05.25 W SEEPAGE BED NO. 10 _ ep s¢ - - - - - r �� INSTALL 14'WIDE GRAVEL ACCESS ROAD �\ 2755.43 RC/PT/GB I HEIGHTS SUBD.N0.1 ) o W DI 10A DI 10B (10"OF 3/4"MINUS ROADMIX 2�s \ �� \ 4 BOCK 2 "� 28 \:�� 13+03.75 - I w 00 � EXISTING LAVENDER o, CLSTA.13+05.25,16.50,LT,E.PHENOMENAL ST. CLSTA.13+05.25,16.50,FIT,E.PHENOMENAL ST. OVER COMPACTED SUBGRADE) �\�\ ep sue\ea \ 1 3 z HEIGHTS SUBD. N0. 1 DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental �� o \ \ BLOCK 2� I n BLOCK 1 Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV � � \ep \ LF" I�I N 4 5 6 7 8 � \ TOP OF CURB)2755.42 TOP OF CURB=2751.92 EXISTING ASPHALT PATH --``\ Ep \�Re I I N 12"INV OUT(S)=2752.17 12"INV IN(N)=2751.92 - \ � W. 12"INV OUT(S)=2751.92 PER LAVENDER \ �\ ep \ I /15�00\ I \ s6 INSTALL 29.34 LF 12"PVC(C 900)@ 0.85/°TO DI 106 \ t \ PROJECT N0. 21 0216 LH3 INSTALL 32.71 LF 12"PVC SDR-35 @ 0.67%TO SG 10 HEIGHTS SUBD. N0. 1 ` ep \ ,2> \ \ \ Q(2s)=1.66 cfs ( ) QOoo)=2.33 cfs 0(25)=1.10 cfs \'°° �\ ep 56 \ DWG FILE C.200 TEMPORARY STORM DRAIN POND- a Q(ioo)=1.54cfs \��� ep Fe \ PER LAVENDER HEIGHTS SUBD. NO. 1 1 ) ) DESIGNED BY BT (TO BE REMOVED) 7- - \ ep 1\ _ _ I _ _ I \ DRAWN BY JTA SG 10 SB 10 \ \�\ Ip - --- __ - PIRR _ PIRR PIRR PIRR ) 1500 GALLON SAND AND GREASE TRAP 127.0'L x 15.0'W x 7.5'D SEEPAGE BED \'°° '��\ _ \ - - _ 275g� ) CHECKED BY BT (TRAFFIC RATED)WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET - - ISPWC DWG.SD 624. \ j, - f 21;, _ ISSUE DATE 07/23/21 RIM=2755.50(N),2755.44(S) EASTERLY TOP OF BANK \ �\ _ I HORIZ.SCALE AS SHOWN (MATCH FINISHED GRADE) EXISTING FARR LATERAL \ ? Sr - _BLOCK 1 9 VERT.SCALE AS SHOWN 12"INV IN(N)=2751.70 I S 3 INLET BAFFLE=2751.10 \ 6 2757 J 7 OUTLET BAFFLE=2751.60 18"INV OUT(W)=2750.75 \ \ 0 �I 14.�\00� \ � � � _ _ _ ( 12 Cm200 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 10 \\;, �, ?a I a SHEET 2 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.200(Street and Storm Drain Plan).dwg S. GLENMERE AVE.AND E. PHENOMENAL ST. - PROFILE 2770 m 2770 = PVI STA:10+74.50 ¢ ¢ PVI ELEV:2758.72 a c K:35.33 Q0 w LVC:60.00 PVI STA:11+79.50 z z w ¢ PVI ELEV:2756.19 0 CID o� LO rn Ln o K:32.24 z o 'T U0 o u° LVC: Y 2765 + �U) T o N + N _ z w > z 2765 + CJ LU r w o o co O 0C p N U U � T in CDa. m O � II + 1S° U m U w v 'n to o LO w 0 >p N m W + N + N � Q N W r CO W II II r U U ti . C3 ■1 > C!J ' C ' M � NO CjL ¢ W U aO Cl w O h U O Cn W 0>G w + N O� � N O� N r II + ^ ,� ,n r-- T T 2760 00 II ''' CO I co N II II 2760 w °� 0.71% ter; II > II Qw O ~ N E _ GIB � U Q m C ---__ `" II > EXISTING GROUND c~n w o 2.41% W N w AT CENTERLINE J ao 00 > FINISHED GRADE - Q67%-- - --- a Y o _ 0.55% 0.44%_-- ------- - i AT CENTERLINE -- ---- ' ¢ N_ 2755 2755 O Uj p z 3 PC:12+09.50 PT:13+03.75 EXISTING GRADE AT 6"PI(12"SLEEVE) 6"PI(12"SLEEVE) CENTERLINE PER Z l 3 �12"SO (C-900) LAVENDER HEIGHTS o �� �� e N o� �aO co 0, tea, N MN o SUBD.NO. 1 r a; as 00 ao � eo eo to bi,,; Iri Ln W; L6 eo eo C6 reJ�, reJ u, LJ U) ua u, M u, M U') M U-) ua,n ua 0 ua L) Ln Ir r� Ir r� r ti Ir r� r4 C j N N N N N N N N N N cmN N N N N N N N N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 S.SACHET AVE.-E. BRACE ST. - PROFILE -STA 9+50.00 TO STA 21+00.00 2775 2775 PVI STA:11+88.00 o z PVI ELEV:2761.04 C�� �CsZSTE1�� K:18.04 2770 m = LVC:60.00 �W 2770 z � c HIGH PT. o �; � w zo STA:11+90.92 z ± °r z o �' N HIGH PT. N N o � cs mC-D ELEV:2760.79 c", ui �J�MI N P W J CD m m O O Lu w Y or S Q O M O co cm W Z 2765 ; J CM0 + "' + Lo m 0- 2765 U + ti T II TN w LO co O _ N II > II o r- m ON LnN II II HJ II ] cc 00Lo of w J p 007 to 00 ¢ W En w ~ J U' + N ' OW ~ J ¢ + 1� LO H J w W O r N r2') = U W 0 p LU N o r- v) w 1!) 1� II aD _ cn II II N N � II > 00 � � oz > II II _ + LO Q J + ti zo_cc � m H J ¢ W 1.8 - 4 N w r N U ¢ 2760 "' W-cn w _ - -- _ II II II 2760 z ¢ O ---- ----_ 50% Q w EXISTING GROUND cc zo z ---- _ w w �' "' AT CENTERLINE "' J O U U ---- - - 4" CD(8"SLEEVE) - 0.54% -- ------- o w z EXISTING GRADE AT -_ --' o m m CENTERLINE PER ---- ------- o z w 2755 LAVENDER HEIGHTS N co 12"SD(C-900) 2755 z om w c� SUBD. NO. 1 T PT:15+86.75 FINISHED GRADE < m zo 0 AT CENTERLINE o cn U N 12"SO (C-900) cD m LU LU V N M in Lo M r V c0 c0 O r r N + co O O M O co co L, O I� O r_ T V M � N QJ W N V O I� � () � N Ln V M V O O M N O M N a0 O r �, M cD O I` N 11') �,r cD a0 QJ O M CO V O V N a0 O O Q z 00 00 m O O O r O O Q7 0i ao 00 1� ti r � O CO {O CR {O u'i {O cD {O O CO {O 0D r ti ^ r r- r ti O m D: J u� u� u� i0 c0 i0 c0 i0 cD LLa u� ICJ um 1N um Ya Ln cj La Ln M u� Ya Un Ya�n Ya�n Ya�n La�n 1N u� La�n La�n Ya u� IC!rn J r- r- r- Ap- Ap- Ar- Ar` Ar` nr` nr` a- nr` nr` nr` nr` nr` nr` nr` nr` nti nr` nr` r � N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N W Q C) LU 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 "' oz M O Z Z E. BRACE ST. S. PEAK AVE. E. MAINACHT ST. - PROFILE -STA 21+00.00 TO STA 32+50.00 O 2775 2775 PVI STA:23+24.00 PVI ELEV:2759.41 K:38.78 LVC:60.00 Z w a 2770 CD cn 2770 o N HIGH PT. o r Y w Q O w r w J L m STA:23+15.22 w w � m v w c± `^`r HIGH PT. M N Y m z = p w cQn O m `" ; ELEV:2759.30 `� w � Y m "' ¢ oC w J � ¢ z w L> M � w m w Q O M LO CD > y Q Q m w W o_ m OC N cn c co U N O 0 LJJ Q LU W V O N CD + � NC\j N la) 2765 N ch ti a) 1� v, " II co ti . C j r- 2765 W U') V"l l2 0) ' cc 'i N M O II + ti I- GM 6 ~ CD + ~ O N cC)to � Lf) O � N J M N + ILO ` II > O + LO 00 CV N O O 00 -: Lf) C"i X� ti CO r+ N N II U W II II N N Q W NN II > + �LU r- � N � � ONo � N II II > H � ch II wEd II II w `� N N II N N N N EXISTING GROUND � J �' W N W c~n w W > m II II II w II > m w _ rJ J ; w II AT CENTERLINE 0.40% --- 0.55% 2760 U) w ° ---- ---------- _ 1.54% 0.55/0 ---- U W 2760 - _-- -- �36% ----- ----- ---------- 0% 55% _----- ---------- - _4•�---- W PT:25+51.24 FINISHED GRADE AT CENTERLINE N 4"PI(8"SLEEVE) 2755 2755 co, Uj CDN 12"SD(C-900) + 44 N + N N � + d a. U -IT N U d O^ M M O A O l{a N LLa Ya N A co N O 00 OD Of QJ Of M QJ r Of Of M Ma W w O N co ICJ N n N O co N r r r iD co r ap 00 G0 IH n Q:N /0� N N a V /0� aO OR O r N r V ID r ua� N r iD r- ao CO 40 00 Q)00 Q7 0j al 0j ao 06 a0 ^ A r. r � n CO 06 co QI M QI M QI M QI M O p O p O p O r O p O p Q/Q; ua cr) ua u•J ua u•J ua u-J LO LO ua LO ua rn ua rn M rn M rn va rn M rn va rn ua rn va V) IG cn Coco 10 cc O c0 O cc 40 CO oa rn rZ r- A r- A r- A r- A r- n r- A r- A r.- A r.- n r.- n r-- n r.- n r.- n r- P. r- n r- n r.- n r-- r r- n r.- n r.- r r- N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NI PROJECT NO. 21-0216-LH3 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 DWG FILE C.201 DESIGNED BY BT DRAWN BY JTA 50 25 0 50 100 CHECKED BY BT ISSUE DATE 07/23/21 HORIZONTAL SCALE IN FEET HORIZ.SCALE AS SHOWN 5 2.5 0 5 10 VERT.SCALE AS SHOWN VERTICAL SCALE IN FEET Cm201 SHEET 3 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.201 (Street Profiles).dwg ' k ti15� I I Ij GRADING PLAN / I I SCALE: 1" = 50'-0"HORIZONTAL MATCH EXISTING / 2>s I 75 50 25 0 50 100 EXISTING 10.0'WIDE 3.1 MAX.SLOPE / Ee y ASPHALT PATH ' �/� � y p I � I PRIVATE SEEPAGE BED(PSB13) PRIVATE SEEPAGE BED(PSB12) crvi-ATioNs PER LAVENDER mot°°/ ' //�i / III (SEE REAR YARD GRADING AND PRIVATE SEEPAGE (SEE REAR YARD GRADING AND PRIVATE SEEPAGE NORTH HORIZONTAL SCALE IN FEET °e- -- _t 1 BED PLAN FOR DETAILED GRADING PLAN BED PLAN FOR DETAILED GRADING PLAN MATCH EXISTING - 2754- _ --°a __ — � HEIGHTS SUBD.N0.1 � ) ) °e- 3:1 MAX.SLOPE ,s�T / - - -�-- --�__ 2754 -- � - 2754 -- -----,°e--- — 75. \ C a _ —' 2 ° MATCH EXISTING --me— � � EP —�P �� �—� ��/ 27 O/ 3:1 MAX.SLOPE 2� efiF �P r — �e- 54£p—/ MATCH EXISTING GRADING CONSTRUCTION NOTES I / '`�,' Ee \� — ----__ __ — E�� EP --2�_ EP EPA/ 3:1 MAX.SLOPE 1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILL � — — — EP EP EP —i �� 4 � / ,/ -------- ------ - 2755---------_--4--­--­-- 22 - - AREAS SHOULD B STRIPPED OF ALL DEBRIS,VEGETATION,AND UNDOC MENT D FILL. 1o5 _ E D E E L ----- — / 2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FOR/ 21 -� --------- 2757 2756 --------- -- -- - e° ----- - _ ------------ — ---- 2754' " - 2753=———— — = w'° —_ — — -- -- __ _ GENERAL FILL.GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR 2758- _ _ _ _ ------ --------- i --_ ---------- -- ---- ---- - — — — — i - --_ -- -------- - --- / --- - -- ----- - 2754_ 2753 -- __ ____-- — _ - T APPROVED BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP, o _ \ --- _- _ _ __ _ ___ 7 GC,GM,SW,SP,SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION, O0 / �/ / / 15 — — is 17 21 O — T 2756 T_ 1 THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL O N r E �` ' �e / — — 18 19 a I BE FREE OF EXCESS MOISTURE,ORGANIC MATTER AND DEBRIS. en T N \ \ 5 6' o I� ` BLOCK 2 BLOCK 4 / o ti CO 0 iZ75 I ` \ r F 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH m O0 \ — — — — O sl ` 24 \ 25 11 16 AS STRIPPING OR ROOTS TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM J °O > 27 ` �I o D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. a Y — o / / r NI AVENDER � L 55 EXISTING L 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THE > BLOC�(2 — — — — — °O \ O 11 ` HEIGHTS SUBD.NO.1 Q N i — — , U') \ ` I / EXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, p w X \ N \ ti \ z 3 14 / ` \ � � — `�' \ 1 1— c\j W o ' 1 I � 1 I I I I MOISTURE-CONDITIONED AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY O w m O 3 DENSITY IN ACCORDANCE WITH ASTM D698. � co \ \ I d 1 A 1 5. AFTER SITE PREPARATION IS COMPLETED,GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE O k h h r N HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED 1 2756 � I 1 _ 2754- i N N N I I 1 1 \ N BY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE 1=6 ` MATCH EXISTING / ' \ I DOCUMENTED FOR DENSITY. I I l / d• . \ •. .s .. . s 1.• �� 3:1 MAX.SLOPE 6. ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BE mi RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.DI 12A /I 1 \ DI 13A I / / 13/ / PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER 1 / v N y o o E. BRACE ST. o y o / / o y o / ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. I - - +- - - �+� - - -- -- - I —�—— 2 T T \ 2756 DI136 \�11 III �I 15g i �� 2758 DI12B 2T5T TICj SB 12 SG 12 \ SB 13EXISTING 215U� 27J. HEIGHTS SUBD NDER / r. r _ _-_-=--------- NO. 1 N j— — - - - - - \ � \ — I\ \ 1 1 11 rl \ � j M 14 \ I I 34�00-------�--------- — - - - 15+002523+00 ------ ------- ----- ------�------ -- -- ------ 1 I \ 13 �1 � 11 1 \. � t � •° II I \ I \ \ f m I 1 s\ II I _ I \ III I• \ s \ � J 2758 w I � III 1 � 28, 15 1 1 \ \ \ II I \ � IW \ III 1 • � \ \ \ \ BLOCK 10 1 2�59 BLOCK40 1`' \ \ I \ \ ON AL 1 \II \ \ LU 2 3 4 5 6 7 8 \ 9 10 11 \ 13 14 s `L 1 \ �j� �1J 1 1 I ---------- -- - -a- - v A A \ v v �� GZSTE �l � � � I V I I 1 v III II I. •• v A V / V v �� �� ��' W of \II I �' �� \ \ � I I I � � \ i / W l W yI\ 1 s' I \II \12 \ \� \ \\ - - 1 iI \ \ \ s6, �1 >s \ \ I �o o 11 ( 111 2759 �1 2759' r\ 14+00 29 \ u 16 \ 33+00 \ al \ \ \ 24+00 A ii \ 1 \V iii \ \ /�1\ v ��� � OF g�Il \ 1 \ \ t I \ II I � I I111 III II 'r � I s• I IN BLOCK 10 \ 1 BLOCK 10 MATCH EXISTING \ \ \ +\ + 1 26 \ 25 24 23 22 21 20 \ 19 18 17 1 11 16 15 — — \ I 1 I I I 1 III I \ �� I \ I � � 3:1 MAX.SLOPE 1 \ W I A V A V I v ` LLI x v s� � w 2760 it vv �1 \ /A\ v � � � a o " Coll) 31l v 17 z o 1 1 ------------- — z �'� \ 3:1 MAX.SLOPE ETCH G \ z a m III w I I I \ \ r. �� sO \ z wzz LUO - I 13+00 — — �I s \\ 32+00 °C > E c O o � z 11 III d 1l I \ \ \ y DI 11 0 150 \ 5°�o o 0 2760 o \ o 2� �� \31 1 \ \ U- o oz \ ti1 10+00 o E.MAINACHT ST. o f 1 y o 6 sy o u, > EL N - - -N NI - -, - N - - - -� +� M O\\ N + \\ \\ /\ — z oC w U f _ \\ c "' Q a Op z w SG 11 SB 11 ,��� 1 2 EXISTING LAVENDER \\ = I w LU ti �G HEIGHTS SUBD.NO.1 \ m cn d, N N N1 , / \ / / — O- 19 1$� 1 II rn BLOCK 2 ------ ------ ----- 2jS \ \\ 27 1 \ 1 �Iuii 27 2+00 \ 31+00 61 ---------- -------------- BLOCK 3 �' • _____11 0 7 9 10 1 w 13 14 1 I 20 \ } } 1 - t - - - ------------ ------- ------ -- -- --= -- -- CO 11 ----------- ------- -----/--------------- --+-- ) • 1 \ \ 'N \ ` MATCH EXISTING W 6 2759 — I 3:1 MAX.SLOPE 6o I ��� BLOCK 4 / W 1 1 \ \ \ \_ I_ \ BLOCK 2 21 34 / / o CD �`� 7 -- \ 275 f \ 2 BLOCK 3 \ _ 8— — BLOCK 3 T T _- J / 0 EXISTING LAVENDER � I / 5 4 3 \ 1 HEIGHTS SUBD.NO.1 11+00 / / 30+00 24 \ I FUTURE POOL 2 I "' 7° / 22 I \ \ 2759 , MATCH EXISTING = / / { 0 FP \ 2759 12+00 w \ EXISTING LAVENDER \ \ / e�� HEIGHTS SUBD.N0. 1 / \ \ \ 3:1 MAX.SLOPE a 2757 \ \ I \ _ I -� -- ------ ------ --!---- -- 1 / = Q z \\ \` \ \ ` BL , / , \ 2756 \ \ — — 27$ - I ---- ° r-- \ 1 N Q ♦�\ `��` \ \ 6 i i o \ — --1--- i \ 23 \ N h a \ \ \ \ 1 7 � \ \ J CD \k MATCH EXISTING y Q \ 2756 ' ' / _ — — 3:1 MAX. SLOPE ' — — > DI 10A � / �� I \ , o E.PHENOMENAL ST. o_ _ 16+43.45 o - f g y 8 \ p Q \\ Fp \ 2�56 I 757/ 758 2j `275j ��� T� I o f 2 E.PHENOMENAL ST. 0 2 s - g -[ 1 29+00 \ = w 0+00 \ T,_ T DI V, r 2LO j> \�r S / rI CD CD EXISTING 10.0'WIDE 9 ASPHALT PATH \ PER LAVENDER \ EP — \ r SS 16+00 _ �.�, � 2754- \ \ / ° lSG I -- -- 1� I � N / CC HEIGHTS SUBD. N0. 1 �\ ��� \ �\ \ r rp co 1 V �� W "0 N MATCH EXISTING �i / 1 I zp 3:1 MAX.SLOPE } } 1 I I I k BLO K 2 -- � - — — — — 1 EXISTING LAVENDER 1 \ EP l \\ l - - - - - I co / / HEIGHTS SUBD.NO.1 r- 1 ^ 1 I W O ti 1 cA \ \ oB \ \ ��h FP I 4 — BLOCK I 2a 3 N z � OLO�K 2� �� I j D \ BLOCK 1 \ EP 2�56 $ "�'1 4 5 61 1 7 8 \ �s MATCH EXISTING �.\ FP \y ,� /15t00\ i \� \ PROJECT NO. 21-0216-LH3 3:1 MAX.SLOPE FP \ \ 2j tiT 11 / \ \ EP DWG FILE C.300 DESIGNED BY BT EXISTING TEMPORARY L STORM DRAIN POND \ `\^ `EP `I — _ / / r \ DRAWN BY JTA PER LAVENDER HEIGHTS � 40 \/ - \ — — — — —2758 / CHECKED BY BT SUBDIVISION NO. 1 \ \ — — \ �1 � � � ISSUE DATE 07/23/21 (TO BE REMOVED) \ l HORIZ.SCALE AS SHOWN _BLOCK 1 g VERT.SCALE AS SHOWN \ -2757 / r 00� — I rr 12 C0300 SHEET 4 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawil-Construction\21-0216-LH3 C.300(Grading Plan).dwg �di / 2754.04 EP/GB ij1�5� I 2753.86 EP/GB %\\ REAR YARD GRADING AND PRIVATE SEEPAGE BED PLAN 17+07.71,226.07"R 116+97.71,231.58'R (MATCH EXIST.) ��� I � I (MATCH EXIST.) r� SCALE: 1" = 20'-0"HORIZONTAL I 30 20 10 0 20 40 2754.12 EP/GB \ UNPLATTED 17+07.71,217.64'R / \\ 11� CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET EASTERLY TOP OF BANK / NORTH Cj EXISTING FARR LATERAL ` �`p0 // \ 2753.78 EP/NG mij 2754.02 EP/GB 416+97171,217.64'R a 2754.18 EP CONSTRUCTION KEY NOTES � / 2754.28 NG\_ -- - - 2753.93 NG INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, CO) / ' 'Ee k1' °% AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. � T EXISTING ASPHALT PATH �'tp0 ��/ % / O 2754.01 NG INSTALL 10 WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. w °O i / i 0 Ee / 2754.19 NG / / / I O F eel 0 0 PER LAVENDER / i/ / i r2754.07NG cn / ee '�i EXISTING BLACKROCK ❑ T C6 HEIGHTS SUBD.NO.1 pe / �% / > �' I $ INSTALL 10'WIDE ASPHALT PATHWAY.SEE DETAIL ON DETAIL SHEET. p ti O0 = SUBDIVISION J 00 m ECINSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. a m 0 mo 2756.78 FG/GB�- 1.6 I w INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD Q N 2753 - SUPPLEMENTAL SD-71 OC(6"THICK CONCRETE-SEE NOTE E). O w / / 2754.40 FG/GB �� I I O Lii m z0 3 i % \ / C." I © INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. M 2 3 c --- �do / \Ep' ` / I INSTALL NYOPLAST 8"DRAIN BASIN INSTALL V-DITCH (1'DEEP) INSTALL NYOPLAST 8"DRAIN BASIN ❑ REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET o 2753.95 NG / } / 2754.07 NG 7 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD / ;�� 2754.34 FS/GB �// WITH DUCTILE IRON GRATE WITH 4:1 SIDE SLOPES,TYP. WITH DUCTILE IRON GRATE SUPPLEMENTAL SD-303 AND SD-806. I RIM = 2752.36 16+97.71,151.50'R I W I RIM = 2751.68 _ 4"INV OUT W = 2750.53 �'� 2754.52 FS/GB / z ( ) 4"INV OUT(W) =2749.85 2757.01 FG/GB 17+07.71,151.50'R z _ / z zz - EP / / � N Z z z Z Z z z Z Z Z Z m C7m ii N 2754.62 FG/GB + o 'T � co co � co co c r o rn rnrn C'jN o / � L ^ NN ---- - - - 22 2756.78FG/GB� ° sr7 I - -� -- -- - - -- - -- -- -- -- - -- - - - - - - - - - 19.6% 2.0% 18% 0% \•7a_� o - \ N w 't"' 2753.74 FG/GB L6 2753.33 FG/GB ao.----- eo ----- o - _ _ - ___ _ � 2752.66 NG _ -2752 2754.48 FS - --- ---------------------------------- a",_- _ - -- -- --- -------_--m�___- ------ _ i I 2752.33 FUGB -- rae-2753 -- a - ,oe- - - --- ----------------------2752- -y�------- ---------------- --- _ 2754 2754.09 FG/GB �_ -5- -- -.--..-. .-...-...-.. -... o ) - - -�- PSB 12- -- 2751.66 NG/FL -I p% _ _ _ - _ - -__ =2751_ - - - - PSB 13 _ 1 _ 1 2753.33 FG/GB v °' \ -2752.66 NG- - - - - - - -2751- - - - - - _ 2757.37FG/GB \ 2754.64FS 8.0% - _� __---2754----------- --2753---- - - -- ------------------------- - - ---=2752=--=-�------------------------------ --- X 2754.54FG/GB \ ------__ 0 2754 0 2753- - - - - - - - - - - - - - - - - ------------=� \ 2752.74 FUGB - - - -- - - - - - -2754- - - - - - - - - ----- -----------,---- \ ------- _ N 2755 O 1 `\ 2753.74FG/GB - -°' - --- -2756_ N -2755-_ --- ?�S `\ \ \ 2756.22 FG/GB 2756.16 FG/GB ----- 2755.80 NG --�2756.33 FG/GB -------- � -��----- I 21 S --- v 3:1 MAX.SLOPE(TYP.) 2756.92 FG/GB YN AL 3 w 1LO LOv I ��Cjs rE���r IJ- W 1 vv `�' \\ BLOCK 2 I BLOCK 4 CLOrl_I vv 24 \ 25 I I T 1N P. \ c v a2 �ae �ae �ae \ 2755 \ I. O o o o c0 h \ N N N \ N O O C O Ln h 3 E I N N o EXISTING LAVENDER \ \ W \ \\ \ I HEIGHTS SUBD.NO. 1 LL LU 1 \\ ICDo LULU LU CD J S 0 \ \ \ Ir O oIZ - 2756.71 FS/GB \ \\ \\ I 1 W z z - - _ 16+97.71,34.50'R W \ ` I LU o z 2756.68 FS/GB \`\ \\ II � >o U 2756.75 FS/GB 16+92.71,34.50'R \ o z \ 17+07.71,34.50'R W 1 w \ �2756.60 FS/GB \ \\\ \\ I 1 ^ LL o CD\ 16+73.25,34.50'R ` L 2756.66 FS/GB \ 2756.16 FG/GB zor 2757.36 FG/GB 2757.01 FG/GB 2756.51 FS/GB 2756 \ `\ - - -2754 - - a o z co 17+07.71,29.50'R 2 \ 2755.87 RC/LP t o o w _ _ - \ 16+73.25,29.50'R I LU 2757.07 RC 2756.75 RIC - - 2756.73 FG/GB �} `\ 15+88.25 I o LU z _ 4 - �/ 2756.42 FS/GB \ 2755.88 RC/PT/GB I z LU LU 0) - 1 w o ° 16+73.25,24.50'R \ \I 15+86.75 a z 18+52.71 17+82.71 - 2756.78 FG/GB _--� - ` \ 1 o ° 2756.22 FG/GB ° 1 o J � MWf o- ° ° LU a o 2756.33 FG/GB 2756.92 FG/GB I 2755.80 NG/GB LU CO2756.44 RC 2756.34 RC / 2755.93 RC 1° 1.7% 2.7% 2.7°% z x o 17+12.71 16+92.71 W 16+01.42 \ I / i \ \ oeoo\00000 2755.99 FL DI 13A a _19w0 i 2756.72 FS/GB 2 7�° `"�I 2755.60 FS/GB / 2.7% 2757 1 \ 16+73.25,15.67,R 2756.04 RC '�� 2756.62 FS/GB 2755.50 FS/GB 7 y y ' \ 2756.03 FL y 2756 15+57.021 ° 1°1 2.7% 2.7�% O w 2755.40 NG/GB/ 0 0 16+83.25,15.67 R \ 0�1 C\i O E.BRACE ST. o w o \ j 1°b N 2.7% N 2 7°% N CS M - - - - - - / r 1 \ T 2J 6 of 1 c� 2755.50 NG/GB __ 2.7��_ \ _ o� 2753.56 NG/GB \ \ 2756.47 FG/GB N N _ _ "' \° 3 0% 2756.52 FG/GB 2.7% - - � - \ 2756.62 FG/GB \ \ DI 13B 2756.18 RC 15+31.60 w Q - SB 13 0 100 SG 13 v \ \ III w ICAo Ln I m EXISTING LAVENDER I LU HEIGHTS SUBD. NO. 1 I 0 /1IL- - ------- ------- ----- - ------ ---- -i m-- ° �� 27 1 I LU- - - - - LU k- - - - - - -\ - - - - - - - +i - ° I I U:) 2757.01 RC 2756.73 RC 2756.51 RC 4 1 /1\ 2 \ 2755.87 RC/LP 2756.04 RC \\ ° 18+38.25 17+78.25 17+28.25 w /I \ un N 15+88.25 15+57.14 \ ° 1 I II \ \ J 1 / \\ Lri � + 2755.88 RC/PT/GB iii \ 1 II I 14 I z oC z ( C" "' C.0 15+86.75 ° ° 2756.39 RC/PC/GB I I y Q r -� I In � `�T 15+00 \14+92.50 \ IImm I= z o U. Lri 1 I In 1 I 2753.81 NG/GB - Q o M N r 2757 \ iii 2756.39 RC/PC/GB \ I \ w C3 ------------------ --00 CD + 1 iii 14+192.50 ° \ II -------------- \ \- o N r U Q 2756.46 RC \ - -- - 14+88.00 LU o cc Q W cc LU GRADING CONSTRUCTION NOTES Z 1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILL W 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 GENERAL FILL.GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR 44 APPROVED BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP, SEE SEEPAGE BED TABLE ON THIS SHEET FOR SEEPAGE BED LENGTH GC,GM,SW,SP,SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION, THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL BE FREE OF EXCESS MOISTURE,ORGANIC MATTER AND DEBRIS. 3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH NATIVE BACKFILL NATIVE BACKFILL PROJECT NO. 21-0216-LH3 AS STRIPPING OR ROOTS).TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM 1.0'MIN. 1'-0"MIN. 1.0'MIN. DWG FILE C.301 D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. 4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THE 6"MIN. 2"DRAIN ROCK DESIGNED BY BT ------------ ------------------------------------ EXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, INLET FROM NYLOPLAST 4"NON-PERF.PIPE - ------------- 4"PERF.PIPE _______________ CAP END DRAWN BY JTA MOISTURE-CONDITIONED AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY B"DRAIN BASE DENSITY IN ACCORDANCE WITH ASTM D698. SEE PLANS THIS SHEET WRAP DRAIN ROCK IN NON-WOVEN GEorEXTILE 4' CHECKED BY BT 5. AFTER SITE PREPARATION IS COMPLETED,GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE 4"OF 3/4"PIPE BEDDING 2"DRAIN ROCK TOP AND SIDES OF THE SEEPAGE BED ISSUE DATE 07/23/21 HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED 2"DRAIN ROCK PRIVATE SEEPAGE BED TABLES BY ASTM D698- STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE 11 HORIZ.SCALE AS SHOWN DOCUMENTED FOR DENSITY. 3' SEEPAGE BED NO. VERT.SCALE AS SHOWN 6. ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BE SEEPAGE BED PROFILE VIEW (PRIVATE) LENGTH WIDTH DEPTH RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. LOT DRAINAGE SEEPAGE BEDS DETAILS SEEPAGE BED SECTION VIEW PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER PSB 12 20.0' 3.0' 4.0' Cm301 ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2NOT TO SCALE PSB 13 66.0' 3.0' 4.0' SHEET 5 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.301 (Rear Yard Grading Plan).dwg Q mi I I•�I SSMH 3 1 LU 6 . f W PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR Z r zz�-- --�- C- --- PIRR PIRR PIR PIRR �3 PIRR RR PIRR EXIST.SSMH I OLU °O E LU 10 3 I 1 ti m LU 1 N N ao BLOCK 3 I BLOCK 3 m o J � ' 5 4 3 2 I 1 BLOCK 2 j BLOCK 4 - L I N ¢ N w U s - EXISTING 24 25 9I 11 10 9 O O I LAVENDER HEIGHTS z s I SUBDIVISION NO.1 I EXISTING w EXISTING Z I 3 3 F- O m O 3 ' SC -31+47 SC =31+11 SC = 30+56 I LU I LAVENDER HEIGHTS ¢ LAVENDER HEIGHTS r _LLL SI = 2751.12 AT R/W SI = 2750.90 AT R/W SI =2750.57 AT R/W a z I SUBDIVISION NO. 1 w SUBDIVISION NO. 1 - J. IL_ iEF SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP EXISTING SEWER SERVICE ° 4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) PER LAVENDER HEIGHTS +99 W (4"PVC @ 2k MIN.) ( ° I9.59 AT R/W ¢ 1 U) SUBDIVISION N0.1 LUa 1 ° ------ .5'TO CAP SC = 12+67 1 0 - \ 2%MIN.) SI =2746.08 AT P/L A I °,s SL= 15.0'TO CAP N f ° 1 • 1 o -- (4"PVC @ 2%MIN.) o z pl o o � Zl CDo I 'f' x EXIST.SSMH 15 o ° s 8 s ° SSMH 2 "' EXIST.SSCO 2 "' w w w w w w w M 12 E. PHENOMENAL ST. °' E.PHENOMENAL ST. o ss ss ss ss - - - - - 180.0 - - - - - - - 8- w o - 13 - - - EXIST.SSMH 5 w A I 31 �i 30 29 28 v S 135.0° ° r\ SSMH 1 55 ss �S ss $s ss ss W - - _ -2$ N _ _A2 - - - 18- _ -19 - E.BRACE DR_ -- oEXIST.SSMH 10 '' W ss 161.2° 116.2., r '`�' PIRR 7p / ss ss s h 3 0 0 SC = 13+57 O° SI =2749.76 AT R/W 1 0 / - S. I 1 w s SL=51.6'TO CAP 27 / SC = 31+24 SC =30+49 - A°\ (4"PVC @ 2%MIN.) _ _ EP ° SI =2750.66 AT R/W SI = 2750.20 AT R/W SSMH 11 d I ���'SAL SL=33.5'TO CAP SL= 33.5'TO CAP SSMH 3 1 14 PIRR 1 EP \FP (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) TEMPORARY STORM 06* SC = 10+27 1 ° I CsISTE.I� f � 23 AT R/W SI =2749.38 AT R/W 158.4 �� ��' �' DRAIN POND PER N EP \FP _ 3 TO CAP SL=35.7 TO CAP SSMH 4 2/°MIN.) (4 PVC @ 2/°MIN.) 10.50' 1 13 I A BLOCK 2 I LAVENDER HEIGHTS ° ° d. \FP \EP 5 I SUBD. NO. 1 EXISTING 8.00' 1 3 �7 0 (TO BE REMOVED) LAVENDER HEIGHTS �071-� 1 �, EP FP SUBDIVISION NO.1 s SC = 14+02 EXISTING \ SI =2750.37 AT R/W LAVENDER HEIGHTS �f OF O)FP \EP 4 1 BLOCK 2 SL=49.5'TO CAP 28 � 15 SUBDIVISION NO. 1 IN V. S� F 1 3 110 1 (4"PVC @ 2%MIN.) (./) 3 O \ EXISTING 13 14 s " I cc o �3EP FP I LAVENDER HEIGHTS 2 0 4 o LL � PIRR I SUBDIVISION NO.1 m 1 v' 3 LU v a o \FP \EP = 1 BLOCK 7 LU N z s v EXISTING o z \EP \FP a y 3 ( LAVENDER HEIGHTS 12 a zo cc a m m •� l y SC = 14+62LU 1 SUBDIVISION NO.1 z ¢ o EP EP PRR 3 SI = 2751.27 AT R/W 29 I 16 zo z PIRR r SL=49.5'TO CAP LLI o FP \ EP = __- -- 1 (4"PVC@2%MIN.) �" ov ? 1 - __ PIRR •1 + 1 3 CC O O Z EP\FP O CE > O LIJ d SEE SHEET C.401 z o w 1 SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE = z SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" 2SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" �W LU z °O ¢ z � J LU Q O wc=nI­___ z F- M 8-INCH SEWER PROFILE - E. PHENOMENAL ST. 8-INCH SEWER PROFILE- PRIVATE DRIVE COMMON LOT Z 2765 2765 r 2760 2760 CIVIL INNOVATIONS O NORTH -FINISHED GRADE AT PIPE CENTERLINE 40 20 0 40 80 y HORIZONTAL SCALE IN FEET - 2755 _____ _ 2755 2760 2760 4 2 0 4 8 -EXISTING GRADE AT Q cn EXISTING GRADE AT PIPE CENTERLINE PIPE CENTERLINE PER LU PER LAVENDER HEIGHTS VERTICAL SCALE IN FEET 'EXISTING GROUND AT LAVENDER HEIGHTS W LD 0 EXISTING GROUND AT SUBD.NO. 1 g W PIPE CENTERLINE SUBD.NO. 1 = Q PIPE CENTERLINE y - p --- ---- __ _------ - -- SEWER NOTES I---EXIST.4"PI z -- z y Q 2755 2755 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER 2750 2750 C:) Q FINISHED GRADE AT i NOTES NO. 2 AND 3 ON SHEET C.100. cc 0- PIPE CENTERLINE 2i LU * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 45.49 LF 8"PVC @ 0.42% 3: SEWER NOTE NO. 4 ON SHEET C.100. Cwi) 6"PI(12"SLEEVE) ° W 32.90 LF 8"PVC @ 0.43/° 122.53 LF 8"PVC @ 0.41% ------------ ---2745 _ 111.10 LF 8"PVC @ . ---- 2745 w/ 2750 - SSMH 3 Y� ------------ - II - 2750 ___ _ SSMH 2 --�J----- �_ W 1.82 LF 8"PVC @ p.61% (48"DIA.MANHOLE) EXIST.SSCO 2 EXIST.SSMH 15 ------ - - -_ STA= 13+24.02 NE/S) (48"DIA.MANHOLE) 261 18 LF 8"PVC @_0.40% ( (TO BE REMOVED) SSMH 1 �-----_• _ _ ( ) EXIST.SSMH 10 STA= 10+00.00 W - ( ) C2 48"DIA.MANHOLE STA- 12+74.53 48"DIA.MANHOLE EXIST.SSMH 5 STA=31+54.85 ( ) RIM = 2756.71 STA=2 3.62 STA= 10+36.90 (48"DIA.MANHOLE STA= 30+29.03 RIM = 2756.10 ) 8"INV IN = 2745.33 SW RIM = 2753.62 RIM = 2755.46 ADJ.RIM = 2756.26 8"INV IN = 2745.62(S) ( ) 8"INV IN - 2744.73(W) RIM = 2750.59 STA= 10+00.00(NW) 8"INV OUT= 2749.59(E) EXIST.RIM = 2756.11 8"INV IN = 2745.62(W) 8"INV OUT= 2745.23(E) 8"INV IN = 2744.28(W) STA= 19+36.92(E/SW) W 8"INV IN = 2748.85(W) 8"INV OUT= 2745.52(NE) 8"INV OUT= 2744.73(E) 8"INV OUT= 2744.18(SE) RIM = 2749.76 2745 8"INV OUT= 2748.75(E) 2745 2740 8"INV IN = 2744.04(SW) 2740 8"INV IN = 2744.04(NW) 8"INV OUT= 2743.94(E) PROJECT NO. 21-0216-LH3 DWG FILE C.400 DESIGNED BY BT 32+00 31+00 30+00 29+50 13+50 13+00 12+00 11+00 10+00 9+50 DRAWN BY JTA CHECKED BY BT ISSUE DATE 07/23/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm400 SHEET 6 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.400(Sewer Plan and Profiles).dwg Q 111111111111111ol 111111111111111ol SEE SHEET C.402 SEE SHEET C.403 EXISTING LAVENDER ti LUUJ - - r S.BLOOM AVE. N� HEIGHTS SUBD.NO.1 I p Z o 00 w w a i 12 16 12 O j cv o 1 ui FUTURE POOL SITE ti v p 00 0 24 J o o 10.50' Y o0 I o[ L Q _ Ly I z - p 3 - a Z 0 y 0 0 9 I W co � m C:) 3 BLOCK 3 I BLOCK 10 BLOCK 10 13 15 13 SSMH 11 N I r � Z EXISTING LAVENDER I � HEIGHTS SUBD.NO.1 10.50' O " CIVIL INNOVATIONS - N1 N 14 " 14 SSMH 3 " - NORTH o C\/ " 40 20 0 40 80 � EXIST.SSMH 20 SSMH 10 � SSMH 5 � SSMH 4 HORIZONTAL SCALE IN FEET EXIST.SSMH 9 -L-----J- +_ - �3 ° ss SO I ss 180.0° ss ss 15 ss s114 158.4° 1 r� BLOCK 2 4 2 0 4 8 10 - 10 - - up �o VERTICAL SCALE IN FEET S.SACHET AVE. I S.SACHET AVE. 1 " ° SSMH 2 w IA w w I w 1 w 1 w 1 w 1 w 1 - 135.0° I - "< " , ° . SEWER NOTES " o zt� -- POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER NOTES NO. 2 AND 3 ON SHEET CA 00. = SC = 10+82 SC = 10+32 SC = 15+70 SC = 15+22 SC = 14+62 SC = 14+02 N * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE N EXISTING SEWER SERVICE SC 13+57 20'WIDE SEWER EASEMENT SI =2749..6'T 6 CAP �� ISTE �f SI =2754.16 AT R/W SI =2753.74 AT R/W SI =2752.89 AT R/W SI = 2752.17 AT R/W SI = 2751.27 AT R/W SI = 2750.37 AT R/W SL= APP gala SEWER NOTE NO.4 ON SHEET CA 00. PER LAVENDER SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP -- -- -- ial -- -- �� y HEIGHTS SUBD. NO.I1 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) r215.00' 5.00' 62 EXISTING LAVENDER � 1 i ��,071.23��7 � HEIGHTS SUBD. NO. 1 I N ~ I - � T 0 F J BLOCK 4 I BLOCK 2 BLOCK 2 9I ° a l AKIN P O z 23 24 1 34 33 32 31 30 29 28 27 112 BL01K 4 �I 1 O PIR PIRR - f71RR -_ _ PIRR- -_ -=PI4R -_ -_ IRp fI _ PIRR =IgR __ _-1RR t EXISTING LAVENDER _ __ TI T _ __ _ __ TI TI LL J Q HEIGHTS SUBD.NO. 1 "' 1 = ��„ EXISTING LAVENDER EXISTING LAVENDER q) zo FF HEIGHTS SUBD.NO.1 HEIGHTS SUBD.NO. 1 - C) a m � z > 2-- a CD z z C) z W � J � W SEWER PLAN AND PROFILES C) U U o m o o z 1 SCALE: 1" = 40'-0" HORIZONTAL AND VERTICAL 1" = 4'-0" o w " o2 U, o = Z W Cl- CC } W Q C:) Z U CJ0 OC LU O p O v 3 V C = w CD w LU z °O C ¢ z � J W Q O L U U) F- z M O 8-INCH SEWER PROFILE-S. SACHET AVE. (NORTH) 8-INCH SEWER PROFILE-S. SACHET AVE. Z 2765 2765 2765 2765 EXISTING GROUND AT PIPE CENTERLINE FINISHED GRADE AT PIPE CENTERLINE y 2760 --- - 2760 2760 - _ __ _ 2760 --- EXISTING GROUND AT LU w PIPE CENTERLINE p - 2 0 ---- Q - ----___ cn - o F"WL ---__ _ y Q z 2755 2755 2755 - -_____ 2755 0 Q 4"PI(8"SLEEVE) FINISHED GRADE AT ccEL PIPE CENTERLINE = w LU C/) W 2750 S 2750 2750 2750 SSMH 10 ���FB (48"DIA.MANHOLE) C�q 36.21 LF 8"PVC @ 0.41% W STA = 10+89.00 i C2 RIM = 2760.57 227.12 LF 8"PVC W 8"INV OUT= 2750.28 (N) @ 0.40% SSMH 5 SSMH 5 (48"DIA.MANHOLE) (48"DIA.MANHOLE) SSMH 3 2745 STA= 10+00.00(S) 2745 2745 STA= 15+95.34(N/W) SSMH 4 (48"DIA.MANHOLE) 2745 STA= 10+00.00(S) STA= 13+24.02(NE/S) STA= 15+95.34(N ) (48"DIA.MANHOLE) RIM = 2759.73 RIM = 2759.73 STA= 13+64.22 STA= 10+00.00(W) 8"INV IN = 2746.88(W) 8"INV IN = 2746.88(W) RIM = 2756.29 RIM = 2756.10 8"INV IN = 2746.88 (S) 8"INV IN = 2746.88(S) 8"INV IN = 2745.87(S) 8"INV IN = 2745.62(S) PROJECT NO. 21-0216-LH3 8"INV OUT=2746.78(N) 8"INV OUT=2746.78(N) 8"INV OUT= 2745.77(N) 8"INV IN = 2745.62(W) DWG FILE C.401 8"INV OUT= 2745.52(NE) DESIGNED BY BT 11+50 11+00 10+00 9+50 16+50 16+00 15+00 14+00 13+00 12+50 DRAWN BY JTA CHECKED BY BT ISSUE DATE 07/23/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN CA01 SHEET 7 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.401 A SC = 16+46 SC = 15+91 SC = 15+36* SC = 14+83* SC = 14+26 SC = 13+71 SC = 13+16 SC = 12+61 SC = 12+06* SC = 11+56* SC = 11+06* SC = 10+27 SSMH 3 14 SI = 2752.08 AT R/W SI =2751.83 AT R/W SI = 2750.39 AT R/W SI = 2750.07 AT R/W SI = 2751.08 AT R/W SI =2750.83 AT R/W SI = 2750.58 AT R/W SI =2750.33 AT R/W SI = 2748.63 AT R/W SI = 2748.43 AT R/W SI =2748.23 AT R/W SI = 2749.38 AT R/W 158.4° 13 SC =25+13 SSMH 9 SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL=36.5'TO CAP SL= 35.7'TO CAP SSMH 14 SI = 2752.68 AT R/W (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) W SL= 36.5'TO CAP (4"PVC @ 2%MIN.) 3 8.00' 10.50' N ;° s SC = 14+02 I 10.50' _ SI = 2750.37 AT R/W ° -5.00' s SL=49.5'TO CAP 28 15 W w A BLOCK 10 BLOCK 10 PIRR PIRR __= 2 3 4 5 6 7 8 9 10 11 12 13 14 s I 3 W a I I W I ■+ w SC = 24+44 Lj SI =2752.23 AT R/W o a a I EXISTING T 12 SL=36.5'TO CAP ae ce 3 LAVENDER HEIGHTS a s CO SC = 14+62 I SUBDIVISION NO.1 T A (4"PVC @ 2%MIN.) % SI = 2751.27 AT R/W I O F r E a s PIRR PIRR PIRR PI R gIRR PIT PIRR PIRR PIRR PIRR PIRR PIRR 00 ° .f' o SL=49.5'TO CAP 29 16 cl� c11 °O a w s h (4"PVC @ 2%MIN.) c � .0S s I J � > 1 m p o0 0 BLOCK 10 BLOCK 10 s I ' < w o > -11 N 3 PIRR O W w 10.50' I O w °° 0 3 W SC =23+75 5.00' I CYD P SI = 2751.62 AT R/W 3 SC = 15+22 o SL= 36.5'TO CAP SC =22+52 SC = 21+99 SC =21+44 SC = 20+89 SC =20+34 SC = 19+79 SC = 19+24 SC = 18+69 SC = 18+14 SC = 17+64 SC = 17+14 SC = 16+61 SI = 2752.17 AT R/W 30 = 17 (4"PVC @ 2%MIN.) SI = 2751.1 OAT R/W SI =2751.47 AT R/W SI = 2752.22 AT R/W SI =2752.76 AT R/W SI = 2752.98 AT R/W SI =2753.20 AT R/W SI = 2753.42 AT R/W SI =2753.64 AT R/W SI = 2753.86 AT R/W SI = 2754.07 AT R/W SI = 2753.94 AT R/W SI = 2753.66 AT R/W SL=49.5'TO CAP 11 SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL= 46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP S. (4"PVC @ 2%MIN.) W (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 3 1 I135.0° SSMH 8 o s W 9 \ ° .. °aO S S • ° 1 .� 'f • } ° S • S ° 1 . .f 1° S U? ° f `1 1 s. SC = 15+70 w p SI = 2752.89 AT R/W I SL=49.5'TO CAP 31 18 w w w w w w w w w w (4"PVC @ 2%MIN.) �� E. MAINACHT ST. Z. 135.0° SC = 23+31 22 - - - -21 - - - - 20- - - 180.0° 19 - - -18- - - - - 17 - - - '16 SI =2751.30 AT R/W s s ss ss s ss ss ss ss ss ss ss 90.0° I 0 W SL=36.6'TO CAP 90.0° 11 (4"PVC @ 2%MIN.) SSMH 7 o o SSMH 6 0 - SSMH 5 A o. S 1 ° ' °, ° S ° •1 . S. SC = 10+32 S 1 . W _ I SI = 2753.74 AT R/W SL=49.5 TO CAP 32 19 BLOCK 2 s (4"PVC @ 2%MIN.) SC =22+77 SC = 22+21 * SC = 21+51 * SC = 19+98 SC = 19+43 SC = 18+88 SC = 18+33 SC = 17+78 SC = 17+23 SC = 16+66 SI = 2751.00 AT R/W s �QNAL 10 SI =2750.77 AT R/W SI =2750.49 AT R/W SI =2753.12 AT R/W SI = 2753.35 AT R/W SI =2753.57 AT R/W SI = 2753.79 AT R/W SI =2754.01 AT R/W SI =2753.99 AT R/W SI = 2753.68 AT R/W SL= TO CAP SL=36.5'TO CAP SL=36.5'TO CAP SL=36.5'TO CAP SL= 36.5'TO CAP SL=36.5'TO CAP SL= 36.5'TO CAP SL=36.5'TO CAP SL=36.5'TO CAP SL= 36.5'TO CAP 3 s° �GisTE�� f (4"PVCC @ @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 3 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 8.00' 10.50' j W A SC = 10+82 BLOCK 3 s�° SI = 2754.16 AT R/W 33 p I 20 I ���0 �3/2/ o 7 8 9 10 11 12 13 14 SL=49.5'TO CAP �� y (4"PVC @ 2%MIN.) I �� �� OF X SSMH°10 3 �` AfIN P• ��o q = RIBA- --- _ = PIRR PIRR q W e t. 6 I BLOCK 4 a _ 21 L` J w --- --oWe -- --- -- -- - - - - BLOCK2 I o --- -_cc - --- PIRR PIRR PIR PIRR PIRR �RR PIRR W W 1 EXIST.SSMH 20 LU cn Fq z I LL; I 34 I EXISTING � zo Fq I a 3 I EXISTING SEWER SERVICE LAVENDER HEIGHTS o 0- P- m 9 8 7 cs 3 ,; PER LAVENDER HEIGHTS SUBDIVISION N0.1 � z > y BLOCK 3 I BLOCK 3 Fa SUBDIVISION N0. 1 __ z z o z FA A\ 5 4 3 2 I 1 zoo z oLR j o III SEWER PLAN AND PROFILE 12m or LU z o SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" = o 0 0 C6 CD 1 = w CD w z °O CD CIVIL INNOVATIONS SEWER NOTES NORTH ¢ z � J C) LU POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER LU CO 40 20 0 40 80 z NOTES NO. 2 AND 3 ON SHEET CA 00. HORIZONTAL SCALE IN FEET * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 4 2 0 4 8 SEWER NOTE NO.4 ON SHEET CA 00. M VERTICAL SCALE IN FEET ■ 0 Z 8-INCH SEWER PROFILE-E. MAINACHT ST.AND S. PEAK AVE. Z 2765 2765 O y --------- 0 _ W -- J 2760 --- EXISTING GROUND AT- ------ --------- ------- Q cc --__ PIPE CENTERLINE --------- ----- ---- ------ --- -- -- --- y z FINISHED GRADE AT y Q z PIPE CENTERLINE t: 2755 8' /!� � 4"PI(8"SLEEVE) 2755 `I LU 12"SD(C-900) LU W 53.13 LF 8"PVC @ 0.410 174.78 LF 8'PVC @ 0.60% SSMH 9 W 2750 Q 2750 (48"DIA.MANHOLE) 345.60 LF 8"PVC @ 0.40% STA=25+20.85 SSMH 8 RIM = 2759.18 (48"DIA.MANHOLE) SSMH 7 8"INV OUT= 2751.19(S) STA= 23+42.07 (48"DIA. MANHOLE) @ 0.40% Uml RIM = 23+42. STA= 22+84.94 SSMH 6 336.00 LF 8"PVC ° RIM = 2757.49 8"INV IN =2750.14(N) 8"INV IN = 2749.82 (NW) (48"DIA.MANHOLE) cc 8"INV OUT= 2750.04(SE) 8"INV OUT= 2749.72(E) STA = 19+35.34 SSMH 5 RIM = 2759.90 (48"DIA.MANHOLE) 2745 2745 8"INV IN = 2748.33(W) STA= 15+95.34(N/W) 8"INV OUT=2748.23(E) STA= 10+00.00(S) RIM = 2759.73 PROJECT NO. 21-0216-LH3 8"INV IN = 2746.88(W) DWG FILE C.402 8"INV IN = 2746.88(S) 8"INV OUT= 2746.78(N) DESIGNED BY BT DRAWN BY JTA CHECKED BY BT 25+50 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+50 ISSUE DATE 07/23/21 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm402 SHEET 8 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.400(Sewer Plan and Profiles).dwg / EQ Ep Ep O EP /EP EP � EP EP EP EP ��pf� Q\P� EP P EP EP DLYVK E EP EP / O /Ep EP EP EP EP EP -�2$P EP EP EP EP O PIRR � EP � EP � EP � EP ' / PIRR PIRR EP 22 - - - - - - EP PIRR w EP p\pp, PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIER- �PIRR PIRR / EP PIRR O � 1 e 15 Wp I Z o �p PRP 16 17 21 T 0000 18 O w O c~n N o S / 19 20 0 BLOCK 2 I j BLOCK 4 p ~ 00 = 24 25 _ 11 J 00 co m p oo o I EXISTING � Lii N :� G I LAVENDER HEIGHTS a O Z5 LU z .3 BLOCK 2 O W SUBDIVISION NO. 1 w w m = 3 14 SC= 16+11 SC = 15+50 SC = 14+77 SC = 14+10 SC = 13+40 SC = 12+70 SC = 12+00 SC = 10+99 N I w Z co � SI - 2751.92 AT R/W SI = 2751.65 AT R/W SI =2751.32 AT R/W SI = 2751.01 AT R/W SI = 2750.69 AT R/W SI = 2750.37 AT R/W SI = 2750.05 AT R/W SI = 2749.59 AT R/W a 1 N o SC = 16+91 SL=49.5'TO CAP SL=49.5'TO CAP SL =49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP O SL=49.5'TO CAP SC = 12+67 L 1 o r SI = 2752.25 AT R/W (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) C (4"PVC @ 2%MIN.) SI -2746.08 AT P/L SL=41.9'TO CAP o - � w (4"PVC @ 2%MIN.) SL= 15.0'TO CAP = N w L0 O -CD (4"PVC @ 2%MIN.) o I o z b I v~i 1 o Cmc 18 s SSMH 2 EXIST.SSCO 2 LU o - 77I I 12 55 SS V W W W W W W W W W W W W O _ F SC = 16+98 SSMH 13 s E. BRACE ST. s p 135.0° 180.0° W ASI = 2752.43 AT R/W 16 - - 16 - - - - -15 - - - - 1 - - - - - - - - - - - - - - - _ �� - . . _Y6 `" - -42 - - - - y SL= 39.1'TO CAP ss sS ss sS s 180.0° ss 13 ss ss 12 ss ss 11 SS O W O s (4"PVC @ 2%MIN.) ° PIRR y s 180.0°' 161.2 162° 70 0 0 o SSMH 1200 0 o SC = 13+57 SI = 2749.76 AT R/W 1 S 11 J SL= 51.6'TO CAP w - \ (4"PVC @ 2%MIN.) 27 A SC = 16+46 SC = 15+91 SC = 15+36* SC = 14+83* SC = 14+26 SC = 13+71 SC = 13+16 SC = 12+61 SC = 12+06* SC = 11+56* SC = 11+06* SC = 10+27 SSMH 3 14 58.4° SI = 2752.08 AT R/W SI =2751.83 AT R/W SI = 2750.39 AT R/W SI = 2750.07 AT R/W SI = 2751.08 AT R/W SI =2750.83 AT R/W SI = 2750.58 AT R/W SI =2750.33 AT R/W SI = 2748.63 AT R/W SI = 2748.43 AT R/W SI = 2748.23 AT R/W SI =2749.38 AT R/W 1I 13 SC =25+13 SSMH 9 SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP SL= 36.5'TO CAP SL=35.7'TO CAP SSMH 4 AL SI SI = 2752.68 AT R/W (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) a 8 00 I ��� IS T W SL= 36.5'TO CAP 10.50' 3 (4"PVC @ 2%MIN.) �p UI1J 1 I I ��062 � N • 1 SC = 14+02 10.50' �_ SI =2750.37 AT R/W SL 49.5 TO CAP W w A 5.00' BLOCK 10 BLOCK 10 N (4 PVC @ 20 MIN.) 28 I 15 d, CID PIRR PIRR =-- __ - -_= 2 3 4 5 6 7 8 9 10 11 12 13 14 s ° ���'.� O F �0� 3 I W MIN P.`S W I w SC = 24+44 Li s SI =2752.23 AT R/W � a I EXISTING w 12 SL=36.5'TO CAP ti 3 LAVENDER HEIGHTS < (4"PVC @ 2%MIN.) W y SC = 14+62 p I SUBDIVISION NO.1 _-,I o SI = 2751.27 AT R/W 1 = o z a e PIRR PIRR 'PIRR PI R �IRR PIRR PIRR - PIRR PIRR PIRR PIRR PIRR • P ° SL=49.5'TO CAP 29 16 z a O N } W s 3 (4"PVC @ 2%MIN.) z > m s �ZQO 1 CDz s I w BLOCK 10 BLOCK 10 o °C w SEE SHEET C.402 SEE SHEET C.401 RIRR o o o z CC 0- , U, O SEWER PLAN AND PROFILE >- CC ~ w } � Wor Z p cn U SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" o o 0 `n =1 w CD z °O CD CIVIL INNOVATIONS SEWER NOTES NORTH ¢ z � J C) LU POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER LU co 40 20 0 40 80 z NOTES NO. 2 AND 3 ON SHEET CA 00. HORIZONTAL SCALE IN FEET * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 4 2 0 4 8 SEWER NOTE NO.4 ON SHEET CA 00. M VERTICAL SCALE IN FEET ■ 0 Z Z 8-INCH SEWER PROFILE - E. BRACE ST. y 2765 2765 � LU J_ CD J CD cc Q 0- c - M 2760 2760 z Q COD EXISTING GROUND AT 0 Q ------- PIPE CENTERLINE -------------------------- --------- -------------------- w LU cn Uj 2755 ' W 12"SD(C-900) 2755 FINISHED GRADE AT PIPE CENTERLINE 12"SO(C-900) W o Z 2750 2750 W 334.56 LF 8"PVC @ 0.6096 SSMH 13 31.62 LF 8"PVC @ 3.13% (48"DIA.MANHOLE) Q STA= 16+98.23 320.05 LF 8"PVC @ 0.40% RIM = 2758.78 SSMH 12 8"INV OUT= 2750.11 (E) (48"DIA.MANHOLE) 4"INV IN = 2750.45(W) STA= 13+59.67 SSMH 11 PROJECT NO. 21-0216-LH3 2745 RIM = 2757.24 (48"DIA.MANHOLE) 2745 DWG FILE C.403 8"INV IN = 2748.10(W) STA= 10+35.62 SSMH 3 RIM = 2755.82 (48"DIA.MANHOLE) DESIGNED BY BT 8"INV OUT= 2748.00(E) 8"INV IN = 2746.71 (W) STA= 10+00.00(W) DRAWN BY JTA 8"INV OUT=2746.61 (E) STA= 13+24.02(NE/S) RIM = 2756.10 CHECKED BY BT 8"INV IN = 2745.62(S) ISSUE DATE 07/23/21 8"INV IN = 2745.62(W) 8"INV OUT=2745.52(NE) HORIZ.SCALE AS SHOWN 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN Cm403 SHEET 9 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.400(Sewer Plan and Profiles).dwg UNPLATTED , /\ WATER PLAN EXISTING 10.0'WIDE EQ 1 I SCALE: 1" = 50'-0"HORIZONTAL ASPHALT PATH p0 75 50 25 0 50 100 EASTERLY TOP OF BANK PER LAVENDER EXISTING FARR LATERAL HEIGHTS SUBD.NO.1 CIVIL INNOVATIONS �,0� EQ ° II I EXISTING BLACKROCK NORTH HORIZONTAL SCALE IN FEET se O 11 i SUBDIVISION Cj / i / EP EP E \P O w / CEP � __ / Q, J / .oe // EP EP EP EP — EP —BLVV EP — _ —/EP EQ //� Ee — EP P -- EP _ _ EP — EP EP ° WATER LINE NOTES soe / EP EP EP do, // Ep / PIRR PIRRI PIRR EP EP EP 22 POTABLE/NON-POTABLE CROSSING. SEE WATER -- -- -- -- -- -- -- - - - - - - - - EP / Q\PP PIRR PIRR PIRR W W PIRR __ {g� ____T0E PIRR PIRR PIRR NOTES N0. 2 AND 3 ON SHEET C.100 EP PIRR O �° �° NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF # 40 15 ° COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. T 00 i / 1Q / 101R 16 17 21 1 F r E �Q 18 O 1 1 O cn N °° / ♦ 19 20 ?° BLOCK 2 9I BLOCK 4 o c w = ♦ O 24 25 11 10 m 0 op o a EXISTING LAVENDER _ Lii N i BLOCK 2 K U K C j K HEIGHTS SUBD.N0. 1 CONSTRUCTION KEY NOTES :;W a_ o z 14 � K J ° W > I 2WATER PLAN Q LL.i °° 0 3 / E22 S2 S2 o ff S2 S2 O o ff S2 � K 1 Z 1 3 W U_ E11 II 1 39 LF 8"PVC E11 M ° 1 J E22 � K 1 1 T8 Tee,8"x 8"x 8" T N U_ N J E22 AI � s d c r p O " I T6 Tee,8"x 8"x 6" s o 1 K V8 V6 T6 W W w w w w w . O� — 1-3 — — 1 � 254 LF 8"PVC zIt7-7 323 LF 8"PVC z Valve,8"Gate �\`�" •27 LF 8"PVC " 1 1 LF 8"PVC - - - - - - - - E. BRACE ST.- - - - -� - - — 2� — 1-2- 22 — g " a sS SS SS N SS SSA. SS SS N S I _— PIRR V6 Valve,6"Gate K E45 E22 K ` 35 LF 8"PVC I E11 Elbow,8",11 1/4° 1 1 \ EXISTING LAVENDER / j 27 HEIGHTS SUBD. NO. 1 1 W S2 — — — — — — T6 — — — T6 r E22 K 14 E22 Elbow,8",221/2° IC-D>. H 11 13 K $2 S2 S2 V6 S2 S2 S2 V6 S1 1 1 ( V8 V8 E45 Elbow,8",45° 10.50' I W W A J SL FK SL l SL K a.00' l3 EgoElbow,s so° 5.00' 1 1 P s 10.50' 1 1 r 1 28 15 S1 3/4"Single Water Service Per City Of Meridian 1 ' BLOCK 10 1 1 BLOCK 10 Standard Drawing No.W1 &W2 1 PIRR PIRR ———__ _ 2 3 4 5 6 7 8 9 10 11 12 13 14 s " c�3 I 3/4"Double Water Service Per City Of Meridian ���ON AL 1 1 a S2 Standard Drawing No.W1 &W3 �ZS TE 1 1 L W w > > 1 °O S2 1 2"Water Service(For Pressure Irrigation)Per ISPWC O� �� a 1 1 J UOJ w w " — S$ SD-402 With DEO And City Of Meridian Approved �I ��0�62 12 La °� 1 �' Reduced Pressure Backflow Assembly(RPBA) IA 1 1 A d c Water Service Sleeve(2"PVC Schedule 80) 1 y N % IRR PIRR PI R PIRR PIRR pIR PIRR PIRR PIRR PIpR 1 " �� j��' 29 16 See Water Note No.4 On Sheet C.100 d� 9 1 s W W t ui 3 Temporary 2"Blow-Off Assembly Per City Of Meridian O F 1 S2 s w Q I Standard Drawing No.W13 IN P•� 1 BLOCK 10 1 BLOCK 10 W I Fire Hydrant Assembly Complete Per City of Meridian Standard 1 1 = = P L. = PIRR Drawing No.W8(Also See City of Meridian Standard 1 26 25 24 23 22 21 20 19 18 17 16 15 Drawing No.W9 for Water Service/Fire Hydrant Location) I I W W 5.00' y l K > c� H Li c� W 10.50' a > $ L A U K V8 aT K 1 K H 1 P.C.C.Thrust Block(As Required Even If Not Shown) a o 1 w 30 1 17 W wco 11 o I I $ $2 V8 S2 o H S2 S2 S2 o H 8.00' Point of Connection.After Testing And Approval,Connect z CD 2-- 2 } 11 I K E45 T8 10.50' — to Existing Water Main o >- a m J 1 "r. Cq Z > CD Luzz 1 1 1 3 oz r •O l 1 \ COHEN U U u W W 21\ Sal W W W W T8 V8 V8 K 31 1 18 pW[ CJ3 p o � z 0 o z 165 LF 8 PVC 165 LF 8"PVC 265 LF 8"PVC 57 LF 8"PVC N z IL 1 ' CC LU ss ss-�, ss ss S. E. MAINACHT ST. ss s s ss a o 0 0 C.') o $ 41 LF 8"PVC- w w M - > ¢ o z w Ci o 1 EXISTING LAVENDER 3 z 3 "' 3 1 LU HEIGHTS SUBD.NO. 1 F_ z m 1 I '• 32 19 o azF W W 1 BLOCK 2 S2 — T6 — I T6 � T6 's N �• CM J $1 A 10 E45 V6 10.50' V6 V6 yco 1 W 1 K K S2 S2 K S2 S2 S1 � S2 z I K " 10.50' 11 W w SL I 1 1 s.00' - W 1 BLOCK 3 33 1 20 1 a C, 7 8 9 10 11 w 12 13 14 3 1 � 11 z 11 ---I-- - J 1 ---- - 1 11 `V 6 BLOCK 4 21 ` A ti BLOCK 2 w PIRR T PIRR PIRR _ PIRR �` I 34 1 O %` 9 8 7 �$`FA BLOCK BLOCK EXISTING LAVENDER -- - -- ` 10.50' 5 4 3 2 I 1 HEIGHTS SUBD.NO.1 y EXISTING 8"PVC WATER MAIN a 3 % P99 I I PER LAVENDER HEIGHTS c3 FUTURE POOL > - 1 ¢ SUBDIVISION N0.1 22a. _ FP PIRR PIRR PIRR 1 CD K W II S2 S2 I N EXISTING LAVENDER `\Fo 1 EXISTING 8"PVC WATER MAIN o Ui HEIGHTS SUBD.NO.1 O \\ \FP BLOCK 2 ; 117 LF 8"PVC 1 PER LAVENDER HEIGHTS ---- 3 a 1 Q z K E45 \ 67 LF 8"PVC - SUBDIVISION NO. 1 23 PIRR a C Q Q �\ 6Cn ` z � FP r� .• o s . s I � � COD Q LU & C W W W W - W W W W W W W � � � E.PHENOMENAL ST. I I � FA \ � � - - E. PHENOMENAL ST. P - - - - - - - - - - II II - SS SS SS SS SS SS S SS L Fa / T y 7- 14, Cz \ � — I I — W � E45 1 s �, EXISTING 10.0'WIDE �� FP K a 3 = _____ ASPHALT PATH T6 PER LAVENDER \ °e .E� \EP \ o HEIGHTS SUBD. NO. 1 1 Uj r� S1 Ks 1 W FP I o BLOCK 2 - 1 EP \ 1 EXISTING LAVENDER "' 3 EXISTING LAVENDER EASTERLY TOP OF BANK J \ �>� � EP 5 co EXISTING FARR LATERAL ��\ \ 1 HEIGHTS SUBD.NO. 1 o HEIGHTS SUBD.NO. 1 W \\ CD % \ `�\FFP\ 4 I BLOCK n �\ Ep 1 3 z \ a BLOCK 2� 1 BLOCK I �p \EP I 2 ml 4 5 6 7 8 \\ ae `�` FP 3 SS ss� UNPLATTED \�� ��FP \ PROJECT N0. 21-0216-LH3 DWG FILE C.500 p� \ DESIGNED BY BT �♦ EP RR 1P EXISTING TEMPORARY 1"� FP 1\ - - DRAWN BY JTA STORM DRAIN POND \ FP — --- — = PIR IRR PIRR PIRR / PER LAVENDER HEIGHTS \ - % CHECKED BY BT SUBDIVISION NO. 1 \ / (TO BE REMOVED) / / ISSUE DATE 07/23/21 TOE / HORIZ.SCALE AS SHOWN BLOCK 1 9 VERT.SCALE AS SHOWN 3 12 Co500 SHEET 10 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.500(Water Plan).dwg UNPLATTED /\K IRRIGATION PLAN � I I EXISTING 10.0'WIDE E6 Ep I I SCALE: 1" = 50'-0"HORIZONTAL ASPHALT PATH 1 I 75 50 25 0 50 100 EASTERLY TOP OF BANK PER LAVENDER /// o E5 Ep 5 LF 6"PVC EXISTING FARR LATERAL HEIGHTS SUBD.NO.1 / / Ep o E8 K EXISTING BLACKROCK NONRTH OVATIONS HORIZONTAL SCALE IN FEET — —r�—--- —�0e -----roe _ Ep SUBDIVISION Q _roe_ � a � K K — --- --- - —roa_ __,oe— ° I —roe--EP — '' E5 EP EP � ——�—— —— ———roe—————roe—————roe�— /� EP \ � EP EP EP EP EP --- EP ---BLOCK-2-- EP EP — -- --- Ee Ep JG S1 LL ° EXISTING 6"PVC PRESSURE IRRIGATION MAIN EP EP -- EP ----------- EP EP C 6 Q ; P PER LAVENDER HEIGHTS SUBDIVISION N0.1 CONSTRUCTION KEY NOTES � EP / PIRR PIRR `� -----23- EP EP EP EP EP �oO 3.00' 'D _ PRESSURE IRRIGATION PLAN / I EP 2 PIRR ' Ee p@P v' 396 LF 6"PVC PIRR PIRR pt* p"G. U PIRR ——{8� ————roc PIRR PIRR PIRRI /110 K Ep / 21 LF 6"PVC o S1 PIRR LF 6 V 240 LF 6"PVC —— —— �5 — �� �F 6'Q�c o 16 S1 S1 o �� S1 E5 0 o SL4 Pressure Irrigation Sleeve, 8 PVC, C-900 0 E6 ��3 0 16 S1 1 o K E8 S1 S1 C S1 S3 Z w o / �Q p` 17 18 $ S1 E5 21 K o SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 Q N N o ♦ 19 20 ?° BLOCK 2 BLOCK 4 o ti -`:1_ o / ♦ 33 LF 6"PVC K w 24 25 9I 11 10 T4 Tee, 4" m m m p 00 0 K E6 S1 ° j EXISTING LAVENDER - T6 Tee, 6 LL; N / BLOCK 2 OC HEIGHTS SUBD.NO. 1 z '3 j 14 W° I m V4 Valve, 4"Gate O c� = 3 K E6 a, 32 LF 6"PVC = o I 1 EXISTING 4"PVC PRESSURE IRRIGATION MAIN T 24 LF 6"PVC ° AI PER LAVENDER HEIGHTS SUBDIVISION NO. 1 V6 Valve, 6"Gate K E5 � s r r P' s I E1 Elbow, 4", 11 1/4° I o U SS SS W W W w w w W W 13 - - E2 Elbow, 4", 22 1/2° II 500 E. BRACE ST. SS SS SS S — — — SS SS SS — S — — \ I —— PIRR u 1 Al o o 1 � �\\ E3 Elbow, 4 , 45° EXISTING LAVENDER / E4 Elbow, 4", 90° 1 r6" / _ j 27 S3 HEIGHTS SUBD. NO. 1 ❑ — 14 � E5 Elbow, 6", 11 1/4° 1 I S1 K w w 1 11 13 V4 r _ E6 Elbow, 6", 22-1/2° 1 I I to W A o K 63�LF 3 7 LF 4"PVC ' r ; y 1 3 E7 Elbow, 6", 45° 28 S3 15 V4 SL4 W W A BLOCK 10 1 1 BLOCK 10 E8 Elbow, 6", 90° K E1 R1 T6 PIRR 142 LF 4"PVC PIRRql�c __ _[11-63 LF 4"PVC _ E4 K 3 4 5 6 7 8 9 10 11 12 13 14is E w 1 Ri Reducer, 6 x 4 ��C 1 1 d w 43 LF 4' PVC. S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 ! S1 S1 K = - a 3/4"Pressure Irrigation Service Per NMID Standard oll I A S1 12 1 3 s.00" ' j E4 ti 1 S1 Detail-Type"A"Riser �0l 62 1 A vs 11 IRR PIRR PI R PIRR PIRR IR PIRR PIRR PIRR PI R K 29 'S3 I 16 S2 2"Pressure Irrigation Service Per NMID Standard 7��3 1 W w W 651 LF 4°PVC 1 3.00' K Detail-Type"A"Riser 0 F I $1 a E4 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 V4 V4 M P I S3 Existing Pressure Irrigation Service Per ��MI1I p 1 v d K BLOCK 10 BLOCK 10 68 LF 4"PVC 1 Lavender Heights Subdivision No. 1 v PIRR y R. 26 25 24 23 22 21 20 19 18 17 11 1 16 15 90 LF 4 PVC " E�l P.C.C.Thurst Block(As Required Even If Not Shown) I I EXISTING 4"PVC PRESSURE IRRIGATION MAIN $ 1 W A 31 LF 4"PVC E4 SL4 1 PER LAVENDER HEIGHTS SUBDIVISION NO.1 0 a o 68 LF 3 30 S3 I 17 N1 Deflect Pipe Per Manufacturers Specifications = � 1 A w w K S1 o z 1 I S1 11 ~ 7 LF 4"PVC I _ E�l Point of Connection.After Testing And Approval, Connect To o 0- Qm l Existing Pressure Irrigation Main W < z W C)LU z of ..Q \ .. ' ° S .{ 1. f } f • F. �..� 1 1 1 S3 0 0 w w w w w w w w 31 1 18 E rL � o oz — — — °C z CD LU W SS SS SS SS E. MAINACHT ST. ss s SS ss ,,; z o m w M — Q p Q EXISTING LAVENDERCli 3 z HEIGHTS SUBD.NO. 1 F_ 1 z m 0_ 32 S3 19 az � 1 BLOCK 2 1 o _jS $ , w •s .n W Q O A 10 I wc=n � 1 S1 1 IW w WI s _ 1 1 5.00' a 3 K BLOCK 3 33 S3 1 20 1 � W W 7 8 9 10 11 w w 12 13 S3 3 M 1 R1 K E5 1 35 LF 6"PVC K S1 o S1 S1 T6 S1 S1 P S3 S3 S3 '__ =El) I 0 1 7 LF 6 PVC V6 vsui 1 6 I BLOCK 4 63LF6"PVC -- -- -- -- -- — — K E8 _- --_---_- -_ BLOCK $g 21 1 mo A PIRR PIRR PIRR PIRR W K E6 �33 LF 6"PVC 122 LF 6"PVC 108 LF 4"PVC 34 Z \ % h 9 8 7 3.00' SL6 V6 1 1 S1 S1 S1 S1 1 S3 b 0 FA > 63 LF BLOCK 3 BLOCK 3 11 K E5 Fq o_ K I EXISTING LAVENDER 69 cc ' 5 4 cD 3 2 1 HEIGHTS SUBD.NO.1 3 \ % Zf& S1 S1 o S1 0— a IN9 j0(i�, `) LL.' 24 co �o 1 FUTURE POOL \ ` Fa 3 N 1 [EXISTING 4"PVC PRESSURE IRRIGATION MAIN— PIRRS3 22 PIRR PIRR E8 K 1 PER LAVENDER HEIGHTS SUBDIVISION NO.1 > 229 LF 6"PVC v � 3.00' Q EXISTING LAVENDER EXISTING 4"PVC PRESSURE IRRIGATION MAIN O LL_ o = HEIGHTS SUBD.NO.1 7 11 1 PER LAVENDER HEIGHTS SUBDIVISION N0.1 y = z E5 BLOCK 2 S2 K N1 V6 1 J ---- N 3 PIRR 3 1 Q Q \\ E6 6 _� 23 K ` Fa \ — \ Fa • \ ` FP \ W CA W—W W W W w W W W W \\ ` FA / E. PHENOMENAL ST. ;111 E.PHENOMENAL ST. w Ir Z1 SL6 63 LF - - _ tr Ir \ `\& C SS SS SS SS SS S SS L \ \ / � nll II EXISTING 10.0'WIDE \\\ �� Fp a R. - W ASPHALT PATH \ \ ` Ep \ \ EXISTING TEMPORARY PER LAVENDER ��\ Ep o K N1 V6 HEIGHTS SUBD. NO. 1CID\ I STORM DRAIN POND roe\ Ep Fp 1 PER LAVENDER HEIGHTS W �\Fp \ W SUBDIVISION NO.1 W Q \ �\ Ep BLOCK 2 I (TO BE REMOVED) o 1 Ep \ a 1 � 3 EXISTING LAVENDER EASTERLY TOP OF BANK J 5 < m °" Ep 3.00' A 1 EXISTING LAVENDER � HEIGHTS SUBD.NO. 1 EXISTING FARR LATERAL \Ep \ > W HEIGHTS SUBD.NO.1 z S1 4 I BLOCK \ �\BLO� �2� 6'PVC S1 h EXISTING 6"PVC PRESSURE IRRIGATION MAIN BLOCK 1 oe Ep P PER LAVENDER HEIGHTS SUBDIVISION NO.1 4 5 6 7 8 Ep \ S3 \' Fp S PROJECT NO. 21-0216-LH3 UNPLATTED ��\ �`Fp Ep I E6 �\Ep PIRR DWG FILE C.600 DESIGNED BY BT \\ ep DRAWN BY JTA E7 rpe Fp 1 - K \\ Ep RR PIRR PIRR / oa \ � _ / CHECKED BY BT / ISSUE DATE 07/23/21 roe / HORIZ.SCALE AS SHOWN roll BLOCK 1 � g VERT.SCALE AS SHOWN 3 \ a Q \ 12 Cm600 SHEET 11 OF 13 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.600(Irrigation Plan).dwg A.1/A.1-1 NO TREES OR SHRUBS OVER SEEPAGE BED NATIVEBACKFILL IN 6"LIFTS -FINISH GRADE COMPACTED TO 95%PROCTOR DENSITY A.2 00 D goo L-1TI ,,, :4 �. Cj A.3 ONON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP E Z.L AND SIDES OF SEEPAGE BED. OVERLAP OF VMINIMUM. AD ° �Qgg �� D CD ANGULAR 3/4"-2ROCK 63RIGHT-OF-WAY -; egg `zlm PLAN CONCRETE COLLAR 33' Mir N.T.S. A.4 2' 8. 2' A < 5' 14.50' 14.50' 2' 8' 5' 2' C=) SIDEWALK SIDEWALK VLANDING VLANDING ASTM C33 FILTER SAND 1.5' 0 LU 00 E OF- C\j C? 0 A.5 0 Cn U ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD- qT C6 MIN.EXCAVATION 18" 00 = SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 00 0 1.75% 1.75% W 2% 2% 2% 2% M 00 - M 2 00 0 CD SEEPAGE BED SECTION VIEW C\J 7 N : Ld - < U) . . Z a_ LU 0 z 5"THICK CONCRETE SIDEWALK PER W 2-1/2"OF ASPHALTIC PAVEMENT x ACHD SUPPLEMENTAL DWG.SD-709 MONITORING WELL(GROUND WATER OBSERVATION Ld Uj (SP-3,0.50 INCH 0/2")MIX,FIG 58- (f) 4"OF 3/4"MINUS CRUSHED GRAVEL WELL)-SEE DETAIL SD-627 ON THIS SHEET Uj co I SECTION CONCRETE COLLAR Cl- 4"OF 3/4"MINUS CRUSHED GRAVE BASE EXTEND ROAD BASE MATERIALS NO TREES OR SHRUBS OVER SEEPAGE BED A.1 A.1-1 < N.T.S. 14"OF 6"MINUS 11 UN 6"PAST CURB AND GUTTER(TYP.) > 5'TRANSITION FROM SOLID COMPACTED STABLE SUBGRADE WALL TO PERFORATED PIPE NATIVE BACKF' NIX a_ 5'(MIN.)OF 18"SOLID WALL PIPE ;OMPACTED TO 95% > 11/I/"" I'll, I TYPICAL LOCAL STREET SECTION A.2 NOT TO SCALE ---- --- -ANGULAR 3/4"-2"ROCK - - -- -------------------------- INLET FROM STORM DRAIN MANHOLE -PERFORATED PIPE 18"PERFORATED PIPE CAP END (SEE PLANS FOR LOCATIONS) INV. A.3 ---------------INV.=A.3 -------------------- A.3 4"OF 3/4"PIPE BEDDING ANGULAR 3/4" A.4 SECTION ASTM C33 FILTER SAND N.T.S. A.5 MIN.EXCAVATION L TMIN. SEEPAGE BED PROFILE VIEW 7 HIGH GROUND WATER j'� L - CX T INSTALL STORM DRAIN ELECTRONIC MARKERS AT 2017 ACHD REVISION Q) ALL FOUR CORNERS.SEE STORM DRAIN MARKER IDAHO STANDARDS NOTES ON THIS SHEET. GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS I CONSTRUCTION OBSERVATION WELL SD-627 071.;2-31.-ql (ACHD SUPPLEMENT) 1 OF 2 OF X LU < a SEEPAGE BED AREA LEGEND 3: ... CD NOTE: C) W 1 QQ WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER co 1- 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED INSTALL 10'WIDE SIDEWALK STA 11+38.00TO STA 16+83.25(LEFT SIDE) CONCRETE (COLLAR), CLASS .3000 (ISPWC SECTION 703) INSTALL 10'WIDE SIDEWALK STA 16+73.25 TO STA 17+07.71 (RIGHT SIDE) cc: ---------- --------------------------------------- 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER LC 3: INLET FROM STORM DRAIN MANHOLE 18"NON-PERFORATED PIPE 18"PERFORATED PIPE S F-- ZJ < INV. A.3 CAP END- CAP END W TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- CC U 0- INV.=A.3 LU LU Ui (SEE PLANS FOR LOCATIONS) -- ------------------------------------------- CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6' DIAMETER COILS 5' 63'RIGHT-OF-WAY PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKIFILLED IN A PIT REQUIRE 6" cc C) C-3 a- < 33' PIPE. DRILLED WELLS MAY USE 4" PIPE C) izz 2' 10' 8' 2' 1 14.50' 14.50' 2' 8' 5' 2' W2 LU MONITORING W NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK 2f&5 2f CD< POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY 2M SIDEWALK SIDEWALK VLANDING SEEPAGE BED ARE SEE NOTES THIS SHEET BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. C) 2f LU M USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES DE LU =� VLANDING 3' 7' C) LD ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD- 2M Cn M 3-1 40 C) C) CD 1.75% 2% SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 5' MONITORING WELL NOTES: = U- C2 2% 2% 2% 1.75% CS 2 SEE NOTES THIS SHEET 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR - - - 5'MIN. L 50' o- LU Cl- STORM DRAINAGE FACILITIES = ;_;, LU cc LU FE MPX 3 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS C.') co C:) C/) < M 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD = C� LU LU C) 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER SEEPAGE BED PLAN VIEW 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 6 'n C--) 5"THICK CONCRETE SIDEWALK PER - ACHD SUPPLEMENTAL DWG.SD-709 C6=) 2f LU LU ACHD SUPPLEMENTAL DWG.SD-709 c.D (SP-3,0.50 INCH 0/2")MIX,PG 58- 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVE C) E EXTEND ROAD BASE MATERIALS 25 14"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) SEEPAGE BED TABLE -i LU C) COMPACTED STABLE SUBGRADE LU 18"DIA.CORRUGATED HOPE OR co SEEPAGE BED NO. A.1 A.1-1 A.2 A.3 A.4 A.5 L w w I W2 D PVC WALL DRAIN PIPE. 0 LOCAL STREET SECTION W/ 10' WIDE DETACHED SIDEWALK (LOWEST FG)(HIGHEST Fj (WIDTH) (WIDTH) (DEPTH) (LENGTH) (WIDTH) 2NOT TO SCALE-S.SACHET AVE.AND E.BRACE ST. 10 2755.13 2755.69 2753.50 2750.75 2746.00 2744.50 127.0' 15.0' 75 7.5' 7.5' 45* x 45* 11 12757.47 2759.46 2755.10 2752.99 2749.50 2748.00 1 145.0' 15.0' 12.0' 3.0' 5.6' ■ 12 2757.73 2758.46 2755.35 2753.25 2749.35 2747.85 94.0, 15.0' 7.5' 7.5' 6.0' 13 2755.87 2756.97 2753.50 2751.39 2747.50 2746.00 176.0' 15.011 7.5' 7.5' 6.0' 3/8"PERFORATIONS IN VALLYS OF CORRUGATED PIPE.5 EA. SEEPAGE BED DESIGN NOTES: 18"PIPE PERFORATION SCHEDULE 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 CA FOR ANY INFILTRATION FACILITY. 3. DESIGN INFILTRATION RATE IS 8.0 INCHES PER HOUR.GROUNDWATER WAS NOT ENCOUNTERED IN ANY OF THE TEST PITS, cf) SEE GEOTECHNICAL REPORT. -j 4. CONTRACTOR TO HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY Q < 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 RATE.PERCOLATION TEST TO BE WITNESSED BY ACHD INSPECTION STAFF. cr 5. 1 00-YEAR DESIGN STORM RUNOFF VOLUME: cn < SEEPAGE BED NO.10: REQUIRED STORAGE VOLUME=5,711 C.F. SEEPAGE BED NO.11: REQUIRED STORAGE VOLUME=4,893 C.F. V) < CD SEEPAGE BED NO.12: REQUIRED STORAGE VOLUME=3,369 C.F. C) C/) SEEPAGE BED NO.13: REQUIRED STORAGE VOLUME=6,337 C.F. cc CD < LU 2-1 2017 ACHD REVISION Cz 2i SEEPAGE BED CONSTRUCTION NOTES: NOTE: 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX LU IDAHO STANDARDS LU 1.PATHWAY CROSS SLOPES HSGW ELEVATION. FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING oc Uj SHALL NOT EXCEED 2.0%. 2. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. CONSTRUCTION OBSERVATION WELL S D-6 2 7 C/) 2.NO CROSS SLOPE 3. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. I (ACHD SUPPLEMENT) 2 OF 2 LU ALLOWED ON LANDINGS. 2F;�Lf LU 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 5. ANY BEDROCK ENCOUNTERED DURING SEEPAGE BED CONSTRUCTION SHALL BE BLASTED. 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. < 20 C) .00' M M a- Uj 7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. =:)C:)= CL M CL 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY: M 5'LANDSCAPING 10'-0"PATHWAY 5'LANDSCAPING A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. B)BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PIT RUN GRAVEL. 1'LANDING VLANDING C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. uj VARIES D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4.,TO 2'.ROCK IS REQUIREDuj 2% (2 - %MAX.) 2% 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 SUBGRADE. 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO 3"CLASS"C"ASPHALT PAVING FINISHED GRADE IS REQUIRED. 6"AGGREGATE BASE PROJECT NO. 21-0216-LH3 GEOTEXTILE FABRIC UNDISTURBED EARTH STORM DRAIN MARKER NOTES: DWG FILE C.700 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. DESIGNED BY BT 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING TASPHALTIC PATHWAY DETAIL CONSTRUCTION AND PRIOR TO BACKIFILLING. DRAWN BY JTA OT TO SCALE CHECKED BY BT MONITORING WELL NOTES: ISSUE DATE 07/23/21 1. THE MONITORING WELL LOCATED OUTSIDE OF THE SEEPAGE BED SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF THE SEEPAGE BED AND SHALL BE INSTALLED WITHIN THE PROPOSED SIDEWALK A MINIMUM OF 50'PAST THE HORIZ.SCALE AS SHOWN END OF SEEPAGE BED.SEE ACHD SUPPLEMENTAL DRAWING DETAIL SD-627 ON THIS SHEET. VERT.SCALE AS SHOWN 4 SEEPAGE BED NOS. 10 THRU 13 DETAIL_ NOT TO SCALE C300 SHEET 12 OF 13 D:\CiviI Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.700(Street and Storm Drain Details).dwg STREET LIGHT PLAN UNPLATTED �41 SCALE: 1" = 50'-0" HORIZONTAL EXISTING 10.0'WIDE pe 75 50 25 0 50 100 a I ASPHALT PATH CIVIL IN EASTERLY TOP OF BANK PER LAVENDER �/ Ee I HORIZONTAL SCALE IN FEET NORTH EXISTING FARR LATERAL HEIGHTS SUBD.N0.1 �' i��e / o I EXISTING BLACKROCK -- -----Toe ----- se O SUBDIVISION .°a STREET LIGHT NOTES ao I EP EP— — —— °°/ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN /do EP EP p��� —T0B————— °"—— �p O ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE Ee EP EP — EP — EP EP —BLV ViF2—Ep EP c 1 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND � EP EP EP --23— EP — EP EP / 1 THE NATIONAL ELECTRIC CODE. a so EP EP EP EP 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR EP� C O ���Ee 22 ac(y -- -- -- — -- -- -- _ _ _ _ TO STARTING WORK.USE THE ONLINE CITIZEN PORTAL AT a°.--_-- - TA ___—_— °E HTTPS:HCITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO t� Ee O OPEN A PERMIT AND REQUEST INSPECTIONS. o 15 0 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE r 16 21 1 BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND r E / �Q co 17 18 19 1 ASSOCIATED WIRING. O U N C / 20 o BLOCK 2 I BLOCK 4 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES,5' co Co co 0 24 25 11 10 MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. a m °O o I EXISTING LAVENDER ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO = LLT 2 ._ BLOCK 2 O HEIGHTS SUBD.N0.1 THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD < U) -- C I COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO O m z 3 / 14 c REQUESTING FINAL INSPECTION. W O= 3 I O 1 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR o INSTALL TYPE II 0- 1 W INSTALL TYPE II 1 (208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, r 1 STREET LIGHT STREET LIGHT ( OR TO ACCESS LOCKED METER PEDESTALS. MIJ}, I• LIGHTING PLAN LEGEND 1 1 - - - - - - E. BRACE ST. - - - - - 26 12 — 1 Existing Type I Street Light 1 1 EXISTING STREET LIGHT 1 1 / 1 . }. . S• 1 j 1 EXISTING LAVENDER 27 HEIGHTS SUBD.NO. 1 / �o� Existing Type II Street Light 1 w INSTALL TYPE II I T STREET LIGHT I 14 1 1 ( ) 1 1 1 13 City Of Meridian Type I Street Light I S• •j' 1 .s I I W al ' 1 City Of Meridian Type II Street Light 1 S i 1 �I 1 28 15 BLOCK 10 BLOCK 10 I I 2 3 4 5 6 7 8 9 10 11 12 13 14 s I Electrical Transformer ����NAL 1 INSTALL TYPE II 1 �� 1�CZSTE,� l STREET LIGHT Uj O Electrical Service Box Q) LU ::No I 40T6 2 vww 1 vs s s 29 1 16 d� 9 / 12 W 1 1 INSTALL TYPE II u~, 1 �07 ,41. 1 W e STREET LIGHT Qcc OF Z� � Ca v�Y 1 CAII MIN P 1'O 1 BLOCK 10 BLOCK 10 1 1 26 25 24 23 22 21 20 19 18 17 16 15 I Li U � 1 1 LU LU 1 30 1 17 ' ' oz 1 11 INSTALL TYPE II . 1 ' i i zoo 1 I STREET LIGHT o cn } Q m .-,. z > I I w ( ) I W a CD 1 1 } } EXISTING STREET LIGHT x zo z r i i s. I 0LD > I fUD U 2-1 1\ 1 \ ILI1 31 1 18 � � CD 1 o W > 1 1 W - - - - - - - E.MAINACHT ST. - } W L CD Cn \$ ¢ O Qw O LU Q \ 1 `, I I EXISTING LAVENDER � -� z 11 1LU 9 I HEIGHTS SUBD.NO.1 z m 1 INSTALL TYPE II ;s 32 19 N a z o BLOCK 2 STREET LIGHT o o s l 10 s I w a CD 1 INSTALL TYPE II ) 1 W v �_ \I I d STREET LIGHT j z 11 BLOCK 3 33 1 20 s 7 8 9 10 11 12 13 14 M 11 L INSTALL TYPE II O 11 ; z 6 STREET LIGHT 1 BLOCK 4 Q F W -- -- L-- -- -- - - BLOCK 21 34 I %` 9 8 7 I I I I I b I I O FA`FA BLOCK BLOCK3 EXISTING LAVENDER EXISTING STREET LIGHT 5 4 3 2 I 1 HEIGHTS SUBD.NO.1 — �♦ 1 24 FUTURE POOL > 22 FP j LU U Q EXISTING LAVENDER C2 U' HEIGHTS SUBD.NO.1 O z FP INSTALL TYPE II 1 ° v3 = Q \ FP BLOCK 2 ` STREET LIGHT L. ---- 1 = Q a 6 ( ) 23 EXISTING STREET LIGHT y F- \ \ FP \ CD \ FP 7 Q J FIE oa \ ` Fp \ LU W 1 W \\ \ FP E. PHENOMENAL ST. - - J - - E.PHENOMENAL ST. - - L ' r W EXISTING 10.0'WIDE ASPHALT PATH \ \ ` EFP \ �� EXISTING STREET LIGHT PER LAVENDER ♦♦ EP a HEIGHTS SUBD.NO. 1UJI 1 �r� `♦ EP ♦ FP 1 cn \�� ♦♦ FP \ W Q \\ ♦♦ EP BLOCK 2 I o 1 EP \ I EXISTING LAVENDER m EXISTING LAVENDER EASTERLY TOP OF BANK >� Ep 5 EXISTING FARR LATERAL ♦♦\ \ 1 HEIGHTS SUBD.NO.1 n HEIGHTS SUBD.NO.1 W z ���� ♦♦\ FP 4 BLOCK < \ � ♦ Fp \ 3 T \ � ♦ EP 1 \ BLOCK 2_ , BLOCK 123 ` 2 4 5 6 7 8 EXISTING STREET LIGHT \ ♦♦\ FP 1 UNPLATTED PROJECT NO. 21-0216-LH3 \\ �♦♦Fp EP\ I \ \ � � DWG FILE C.800 ♦ EP Ep DESIGNED BY SIT \ �FP 1 DRAWN BY JTA \ _ CHECKED BY BT ISSUE DATE 07/23/21 �EXISTING STREET LIGHT HORIZ.SCALE AS SHOWN 3 BLOCK 1 9 VERT.SCALE AS SHOWN \ \ 12 Co800 SHEET 13 OF 13 D:\Civil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 C.800(Street Light Plan).dwg Storm rN: . lm '9 t fO . LAVENDER HEIGHTS SUBDIVISION NO. 3 Meridian, ID AL � ..� T 042 f0 . 7/07/2021 Civil Innovations® PLLC 1043 E. Park Blvd.Ste. 101 Boise, ID 83712 Phone: (208) 884-8181 www.civil-innovations.com Introduction The Lavender Heights Subdivision is located on approximately 55 acres on the North Side of Lake Hazel Road approximately%mile east of Locust Grove Road. Lavender Heights Subdivision No. 3 is third of four expected phases. Existing Storm Drain Conditions The area that makes of Lavender Heights No.3 was farmed previously. Irrigation has been accomplished with sprinklers and so there are no existing drainage systems in place. Proposed Storm Drain Design Storm water runoff from Lavender Heights will flow overland into seepage beds located under the sidewalk and planter strips between the curb and sidewalk and in common lots where possible. The calculations that follow show that the proposed seepage beds are of adequate size to handle runoff from this development as required by the 2017 drainage policy. Weighted runoff coefficients, or"C" values, are determined by calculating by applying a value of 0.24 for pervious areas and 0.95 for impervious areas over each drainage basin where no home lots are included. A"C"value of 0.4 was used where homes are located. A design infiltration rate of 8" per hour was utilized for the seepage bed calculations. The soil profiles done on the site show pit run gravel starting at depths between 47 and 64 inches below existing ground level. The pit run soils should produce infiltration rates well in excess of 8 inches per hour. No groundwater has been encountered on this site to data. Therefore, no new groundwater monitoring has been performed. c» O „ Z c O 7 —=3 to U u t 00 U O � U m L6 00 m ,ri o0 .i c I N O r-1 2 — v Y LL -p tv _ N N N rJ N dca rj d cI ca J N tV cy� O O = O O II II N w to U Q O 00 ti Ln LL U 0- 0 0 LL 11LL Q V) ® O U U U Q N o 0 u U U O O tC O � lzt O 6C O 0 O O O 00 M O �+-Opw 9 o m nA p � m 0) -1in `� Jm O e4 r4 � II II 11 II II II II II II II II II A Q } } } m } O Ln O L p 0 O Ln O Ln p 0 ri til 0 N p 0 t® O N p 0 OJ 7 L dt0 o to Q O cn O Z c 0 co 0 m u d' O s U H m oo m N rI r-1 cI cI O 2 — v LL- M C N N N N J C N N O O I I Q o 0 ® 0 U U U Q o 6 0 U U U (/) N O m a) m ti � OO rH bA O -1 R* mm 0) m � � O p Ln Nr, m Lf) Lf) 14 rl Or4NN Jlfl N II 11 II 11 II II II II II II II II >- >- m } } ri u1 p Ln O O N ® � O 0 N O O _ Fj $ m 7 O f0 N v -Fz i i N Cf Q > L �- Q > N biD O U u C � m o N Z c O � co N U � U r- O U cvi m 0 2 2 — � tl v Y d ('4 N N N fu J N Cl N Cl O O = O O If II N LI) Q o 0 0 U U U Q O ® O u u U 01 4- O N Cl N fV +' N O Ln 00 N r� !\ c 0 61 ;' 9t 0) O � r- 00 �' da L1y l0 00 r-I J M O e--1 r-i e—I .—i N O J N O ri N 0 0 c A If II II II II 11 II II 11 II II II II cc Q m } r ei N ® N o 0 N O N o 0 i m ca Z (� > s- F f0 °�� U > Q L Q > v 0 m 0 .L •y m ƒ 2 / \ u m 3bLo k I ƒ u � § ± ~ ^ ~ ~ > a- Q Q 2 / \ \ ƒ H © w q 2 ° � / 2 zLL k ƒ \ \ u u u « J / \ u u u 6 6 \ Lr) �k k 00 q $ k o m LM MO 0 mq ) ® /o � o Q w w & / 11 11 ., If 11 11 cr- \ m \ \ m m o z c o q Ln E \ / R / « > / % ■ u \ \ © / / m e O 2 3 � k Lavender Heights Subd. No. 3 Seepage Bed Calculations SG # Basins High Flow Bypass Design Storm Design Flow SG Size C.F.S. 10 10A+ 10B No 100 3.87 1500 11 11A+ 11B No 100 3.13 1000 12 12A+ 12B No 100 2.29 1000 13 13A+ 136 No 100 4.04 1500 1000 Gallon = 3.33 CFS 1500 Gallon =4.15 CFS Lavender Heights Subd. No. 3 Pipe Sizing Calculations DI#10A to DI#1013 Q(25)= 1.66 CFS Slope= 0.0085 Diameter= 12 inch Mannings "n" = 0.012 A= 0.79 sgft P= 3.14 ft R= 0.25 Full Flow Capacity= 3.57 CFS OK DI#1013 to SG#10 Q(25)= 2.76 CFS Slope= 0.0067 Diameter= 12 inch Mannings"n" = 0.012 A= 0.79 sgft P= 3.14 ft R= 0.25 Full Flow Capacity= 3.17 CFS OK Lavender Heights Subd. No. 3 Pipe Sizing Calculations DI #11A to DI#1113 Q(25) = 0.96 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 #11B to SG#11 Q(25) = 2.24 CFS Slope= 0.0072 Diameter= 12 inch Mannings "n" = 0.012 A= 0.79 sqft P= 3.14 ft R= 0.25 Full Flow Capacity= 3.28 CFS OK Lavender Heights Subd. No. 3 Pipe Sizing Calculations DI#12A to DI#1213 Q(25) = 1.02 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#12Bto SG#12 Q(25) = 1.64 CFS Slope = 0.0072 Diameter= 12 inch Mannings"n" = 0.012 A= 0.79 sqft P= 3.14 ft R= 0.25 Full Flow Capacity= 3.28 CFS OK Lavender Heights Subd. No. 3 Pipe Sizing Calculations DI#13A to DI#13B Q(25) = 1.43 CFS Slope = 0.0085 Diameter= 12 inch Mannings "n" = 0.012 A= 0.79 sqft P= 3.14 ft R = US Full Flow Capacity= 3.57 CFS OK DI#13B to SG#13 Q(25) = 2.91 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 Lavender Heights Subd. No. 3 Seepage Bed Calculations Seepage Bed#10 (in common lot) V(100) DI#10A= 4230.0 CF V(100) DI#1013= 2751.0 CF V(100) = 6981.0 CF V(100) - Infiltration Volume 5711.0 Storage Required 5711.0 CF Bed Width 15.0 FT Bed Length 127.0 FT Bed Depth 7.50 FT Total Drainrock Footprint 14288 CF 18" Pipe Volume 224.3 CF Pipe Storage Volume 112.2 CF Drain Rock Volume 14063.2 CF Void Ratio 0.40 Drain Rock Storage 5625.3 CF Storage in Pipe 112.2 CF Storage in Drainrock 5625.3 CF Total Storage 5737.4 Time to Drain Infiltration Rate= 8.0 In/Hr Infiltration Area = 1905.0 SF Infiltration Volume= 1270.0 CF/Hr V(100) = 6981.0 CF V(100) - Infiltration Volume 5711.0 Time To Drain = 5.50 Hr Lavender Heights Subd. No. 3 Seepage Bed Calculations Seepage Bed#11 (in right-of-way) V(100) DI#11A= 2433.0 CF V(100) DI#11B= 2931.0 CF V(100) = 5364.0 CF V(100)- Infiltration Volume 3914.0 25%Sediment 978.5 CF Storage Required 4892.5 CF Bed Width 15.0 FT Bed Length 145.0 FT Bed Depth 5.60 FT Total Drainrock Footprint 12180 CF 18" Pipe Volume 256.1 CF Pipe Storage Volume 128.1 CF Drain Rock Volume 11923.9 CF Void Ratio 0.40 Drain Rock Storage 4769.6 CF Storage in Pipe 128.1 CF Storage in Drainrock 4769.6 CF Total Storage 4897.6 Time to Drain Infiltration Rate= 8.0 In/Hr Infiltration Area = 2175.0 SF Infiltration Volume= 1450.0 CF/Hr V(100) = 5364.0 CF V(100) - Infiltration Volume 3914.0 Time To Drain = 3.70 Hr Lavender Heights Subd. No. 3 Seepage Bed Calculations Seepage Bed#12 (in right-of-way) V(100) DI#12A= 2474.0 CF V(100) DI#1213= 1161.0 CF V(100)= 3635.0 CF V(100)- Infiltration Volume 2695.0 25%Sediment 673.8 CF Storage Required 3368.8 CF Bed Width 15.0 FT Bed Length 94.0 FT Bed Depth 6.00 FT Total Drainrock Footprint 8460 CF 18" Pipe Volume 166.0 CF Pipe Storage Volume 83.0 CF Drain Rock Volume 8294.0 CF Void Ratio 0.40 Drain Rock Storage 3317.6 CF Storage in Pipe 83.0 CF Storage in Drainrock 3317.6 CF Total Storage 3400.6 Time to Drain Infiltration Rate = 8.0 In/Hr Infiltration Area = 1410.0 SF Infiltration Volume= 940.0 CF/Hr V(100) = 3635.0 CF V(100)- Infiltration Volume 2695.0 Time To Drain = 3.87 Hr Lavender Heights Subd. No. 3 Seepage Bed Calculations Seepage Bed#13 (in right-of-way) V(100) DI#13A= 3332.0 CF V(100) DI#13B= 3497.0 CF V(100) = 6829.0 CF V(100) - Infiltration Volume 5069.0 25%Sediment 1267.3 CF Storage Required 6336.3 CF Bed Width 15.0 FT Bed Length 176.0 FT Bed Depth 6.00 FT Total Drainrock Footprint 15840 CF 18" Pipe Volume 310.9 CF Pipe Storage Volume 155.4 CF Drain Rock Volume 15529.1 CF Void Ratio 0.40 Drain Rock Storage 6211.7 CF Storage in Pipe 155.4 CF Storage in Drainrock 6211.7 CF Total Storage 6367.1 Time to Drain Infiltration Rate= 8.0 In/Hr Infiltration Area = 2640.0 SF Infiltration Volume= 1760.0 CF/Hr V(100) = 6829.0 CF V(100) - Infiltration Volume 5069.0 Time To Drain = 3.88 Hr I UNPLATTED BLACKROCK DRAINAGE AREA SW1 BLACKROCK Q SUBDIVISION NO.1 (TO"PRIVATE SEEPAGE BEDS" SUBDIVISION NO.1 mmil PSB1 THRU PSB13) mmil 38,362 S.F./0.88 ACRE EP do � ------ _- EP EP -_BLOFL ___��- -�� EP / EP 23 40 do 10 to LU 00 i ♦� � � � � � � � � � � � 1 m m m � � � � � � � � � �i � � � � � � � � � � � � � � � � ■i=�`" � � � � � � � � -- �� � � � � �mv-im °� �=ice 1 O N N i/ ♦ 15 16 to liz- 17 18 1 21 1 o I 1 1 ti C ' ,to 1 19 Y0 1 24 BLOCK 2 1 1 1 1 1 J amo °00 m° 1 DRAINAGE AREA 13A 1 LAVENDER HEIGHTS 1 I DRAINAGE AREA 5A 1 1 1 1 Q Y ,BLOCK 2 DRAINAGE AREA 12A 1 1 O SUBDIVISION NO.3 I DRAINAGE AREA 6A DRAINAGE AREA 7A L 14 105,008 S.F./2.41 ACRE °� 1 I 117,814 S.F./2.70 ACRE 1 1 1 1 IMPRESSIVE EAST RIDGE ' a �„ _> W 78,177 S.F. / 1.79 ACRE 1 1 49,004 S.F. / 1.12 ACRE 49,749 S.F./ 1.14 ACRE SUBDIVISION NO.1 o LIJ W LAVENDER HEIGHTS LAVENDER HEIGHTS 1 I EXISTING LAVENDER 1 I1 I O m z 3 1 1 SUBDIVISION HEIGHTS 1 SUBDIVISION N0.3 1 ° EXISTING LAVENDER EXISTING LAVENDER Ld o 3 0 1 HEIGHTS SUBD.NO.1 1 HEIGHTS SUBD. NO. 1 1 HEIGHTS SUBD.N0.1 1 1 M = ► I - ► DI 12A i - E.BRACE ST. - DI 13A DI 5A EXISTING E.BRACE DR. DI 6A f DI 7A f 1 ► - - - - - - - - - s - - 1 DI 126 i DI, \ - - -----------DI 5B -------------- -DI 6B f DI 7B--f-- 1 J ' w ► - - - - LAVENDER HEIGHTS EXISTING LAVENDER - - - ' 1 ► SB 12 - -SB 13 SUBDIVISION NO.3 HEIGHTS SUBD.NO.1 EXIST.SB 5 EXIST.SB 6 ` -EXIST.SB 7- 1 ► 13 -- -- o 0 1 DRAINAGE AREA 12B DRAINAGE AREA 13B } } Cj 36,631 S.F. / 0.84 ACRE 110,411 S.F. / 2.53 ACRE j } w ► BLOCK 10 BLOCK 10 28 } DRAINAGE AREA "OFFSITE" 2 3 4 5 6 1 7 8 9 10 11 12 13 14 - - - - °O 1 ► Uj LAVENDER HEIGHTS W DRAINAGE AREA 5B D A NAG A EA 6B Ln 1-: T - 4,173 S.F. / 0.10 ACRE a SUBDIVISION NO.3 W ww ► 12 W a 1 56,675 S.F./ 1.30 ACRE 133,932 S.F./3.07 ACRE }I } 1 1� ► v = 29 EXISTING LAVENDER EXISTING LAVENDERco min 1 1 ► LU 1 a i HEIGHTS SUBD.NO.1 HEIGHTS SUBD.NO.1 �- 1 ' ► 1 26 BLOCK 25 10 24 23 22 21 20 19 18 17 1 BL016 10 15 vs DRAINAGE AREA 7B 1 1 w a 52,634 S.F. / 1.21 ACRE 1 Iw " ► y }DRAINAGE AREA 11A 1 30 1 a Z} 1 EXISTING LAVENDER 1 IMPRESSIVE EAST RIDGE I ► 11 76,725 S.F. / 1.76 ACRE 1 m Q DRAINAGE AREA 8A HEIGHTS SUBD.N0.1 1 ; SUBDIVISION NO. ��oNAL �� 1 ► w DRAINAGE AREA 8B 82,842 S.F. / 1.90 ACRE 1 �� CXSTE �f 1 ► \ : . ... ... .. a 64,683 S.F./ 1.48 ACRE c EXISTING LAVENDER 1 ; 4� d p HEIGHTS SUBD.NO. �� UW DI 11A1 f f E. MAINACHT ST. f i 31 EXISTING LAVENDER N 1 �I f f yiou HEIGHTS SUBD.NO.2 X 1 1 ► \ -- = o W 1 1 1 ���071071.2 1 ► SB 11 LAVENDER HEIGHTS EXISTING LAVENDER CDw 1 1 � OF 'W W ► BLOCK 2 LAVENDER HEIGHTS _I_ SUBDIVISION N0.3 HEIGHTS SUBD �.N0.1 x 1- 1 1 1 ► 10 + + DRAINAGE AREA 10A SUBDIVISION N0.3 W �����-�-�� MIN P• 1 ► I W 133,493 S.F. / 3.06 ACRE BLOCK 3me WOUIN"I in m ► DRAINAGE AREA 11B a 7 8 9 10 11 12 13 4- -, + + 33 1 __ 1 1 w ♦ 92,432 S.F. / 2.12 ACRE - � __ -- 1 1 1 o J LAVENDER HEIGHTS I11 C013 f 6 LAVENDER HEIGHTS __ 1 DRAINAGE AREA SW2 1 W w m= oz SUBDIVISION NO.3 SUBDIVISION N0.3 BLOCK 2 1 f 1 1 z a o } Fq cc 34 j� DRAINAGE AREA 4A 35,435 S.F. / 0.81 ACRE o >- Q m Fq - c -- / _ �, 9 8 7 y BLOCK 3 j II II b a i \ ti , 6,526 S.F. / 0.15 ACRE, EXISTING LAVENDER 1 W z z �` �, 1 5 4 3 2 EXISTING LAVENDER FUTURE _ _ i HEIGHTS SUBD. N0.2 1 o z I ocw � HEIGHTS SUBD.N0.1 POOL SITE N I 11 1 z " cn Fp I cri 1 1 0/4q ♦ o 0 0 o z `F`\ LAVENDER HEIGHTS I --- EXIST � 1 L w CD FFp SUBDIVISION N0.3 - W 1 z o °C C) _ EXISTIN \` o 0 LU 0 `\ DI 10A t E.PHENOMENAL ST. I f EXISTING E.PHENOMENAL ST. i DRAINA E AREA 4B TIN Hl��o� 1 C Cn W w Fa UNPLATTED `F D. DI 10B ��f - - - -� i 14,880 S.F. /0.34 ACRE a EXISTING LAVENDER Ep TSB y0 .,• I ` L \� HEIGHTS SUBD.N0.1 ti \ 1 0 1 w Q o / -- - DRAINAGE AREA 10B W Ep\ V I EXISTING LAVENDER y� / DRAINAGE AREA 3 \ ~ z Ep 86,545 S.F. / 1.99 ACRE 1 \ 72 844 S.F. / 1.67 ACRE BLOCK 2 HEIGHTS SUBD.N0.1 ti 5 I EXISTING LAVENDER 1 1 `�\Ep ♦ - 4� I HEIGHTS SUBD. NO. 1 1 DRAINAGE AREA 2A Dl3 �EXI HEIGHTS SUB EXISTING VDENDER.NO 2 �� UNPLATTED • 1 1 76,902 S.F./ 1.77 ACRE STINGA�cEv_ Fp \ * 1 \ EXISTING LAVENDER \ j EP O HEIGHTS SUBD.N0.1 EXIST.TEMPORARY Fp \\ DRAINAGE POND Ep TO BE REMOVED p / � > _ \ DRAINAGE AREA 9A � Z \ \ \ 58,373 S.F./ 1.34 ACRE EXISTING LAVENDER \ \\EXIST SS 2 ti �126 i EXISTIN HEIGHTS SUBD.N0.2 1 CA DRAINAGE AREA LEGEND ` \ \ \E�A�ENSO i DRAINAGE AREA 2B \ ti I \(EST. Ir2A DRAINAGE AREA IDENTIFICATION NO. 133,977 S.F. / 3.08 ACRE y a /9q 0 EXISTING LAVENDER 4 , z 0.00 AC DRAINAGE AREA (ACRES) + + �/ HEIGHTS SUBD.NO. EXjS D196 \ / O= cm-ATIONs DRAINAGE AREA BOUNDARY ����_ /I T SB9 NORTH - �' o w y z a low / DRAINAGE AREA 913 y QLU o - - CD �' ♦ 147,330 S.F./3.38 ACRE \ w 1 DRAINAGE AREA PLAN I EXISTING LAVENDER 1 = UNPLATTED m HEIGHTS SUBD N0 2 o SCALE: 1" = 80'-0"HORIZONTAL D 60 EASEMeNr_ FARR 120 80 40 0 80 160 D LATERAL W m FUTURE LAVENDER HORIZONTAL SCALE IN FEET DRAINAGE AREA SW3 HEIGHTS SUBDIVISION 36,461 S.F./0.84 ACRE 1 EXISTING LAVENDER W � HEIGHTS SUBD.N0.2 Q DRAINAGE AREA 1 A DRAINAGE AREA 1 B �� Z 11,445 S.F. /0.26 ACRE 28,932 S.F./0.66 ACRE EXISTING LAVENDER r °T EXISTING LAVENDER �� 1 W HEIGHTS SUBD.NO.1 0 o HEIGHTS SUBD.NO.1 GIRR GIR,, 13 GIRR GIRR -EXIST. - III III WEG G ,-E�G- EG EG EG EG EG EG - - - EG _ EG EG EG EG EG EG PROJECT NO. 21-0216-LH3 G Ep E�C E� T- , P EP EP EP EP EP EP �E� SAWCUT SAWCUT SAWCUT SAWCUt SAWCUT SAWCUT E. LAKE HAZEL RD. SAWCUT �� SAWCUT SAWCUT - m lw� A W m AEU do �� MUNW-w r 1� m ft m i = � M 1�1 m � � � ff � m m = m m m m m ����arm m lw m arm = iwm f imaji/4 \ DWG FILE D.100 -SAWCUT SCUT SAWCUT SAWCUT SAWCUT S DRAINAGE AREA LAKE HAZEL SWALE DESIGNED BY BT 60,139 S.F. / 1.38 ACRE DRAWN BY JTA IMPERVIOUS = 31,864 S.F. CHECKED BY BT CITY OF MERIDIAN EXISTING LAVENDER ISSUE DATE 07/07/21 PARK SITE HEIGHTS SUBD.NO. 1 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Dol 00 SHEET 1 OF 1 DACivil Innovations Projects\2021\21-0216-LH3 LAVENDER HEIGHTS NO.3\200-Construction Drawings\205-Construction\21-0216-LH3 D.100(Drainage Plan).dwg