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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Tuesday, September 22, 2020 12:18 PM To:Charlene Way Subject:Development Application Transmittals - Lavender Heights No. 1 FP H-2020-0090 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 No. 1 FP H-2020-0090 Transmittal Date: 9-22-2020 Hearing Date: 10-13-2020 Assigned Planner: Joe Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 City Council Hearing Date: October 13, 2020 Planner: Joseph Dodson File No.: H-2020-0090 Project Name: Lavender Heights No. 1 - FP Request: Request for Final Plat approval consisting of 76 single-family residential building lots, 17 common lots, and construction of a 10-foot multi-use pathway on 23.19 acres of land in the R-4, R-8, R-15, and R-40 zoning districts,by LH Development, LLC Location: The site is located east of S. Locust Grove Rd. and north of E. Lake Hazel Rd., in the S 1/2 of the SW 1/4 of Section 32, Township 3N., Range 1E. 1043 E. Park Blvd. Ste. 101 Boise, ID 83712 Phone: (208) 884-8181 www.civil-innovations.com September 11, 2020 Joseph Dodson City of Meridian Planning Department 33 E. Broadway Ave., Ste. 102 Meridian, ID 83642 Re: Lavender Heights Subdivision No. 1— Final Plat Dear Joseph: Please find enclosed final plat application for Lavender Heights Subdivision No. 1. This project consists of 76 single family buildable and 17 common lots on 23.19 acres in the R-4, R-8, R-15, and R-40 zones. Three site amenities are proposed in this phase: A 10' wide paved pathway, a swimming pool, and a tot lot. Details are provided on the enclosed civil and landscaping plans. 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, 3ew M&mcw 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. 1 M MERIDIAN,IDAHO-2020 NORTH E.AMITY ROAD Io a O W O Q3 H y Ca O V� ID O ` W J a V� PROJECT IT AVENDER HEIGHTS BDIVISION NO. 1 r� E. LAKE HAZEL ROAD PROJECT NO. VICINITY LAVENDER HEIGHTS SUBDIVISION NO. 1 DWG FILE VICINITY MAP DESIGNED BY BT MERIDIAN.IDAHO CIVIL INNOVATIONS, PLLC DRAWN BY BT 1043 E.PARK BLVD STE 101 CHECKED BY BT BOISE,ID 83712 PHONE:(208) ISSUE DATE 08/04/2020 884-8181 SCALE AS SHOWN VICINITY MAP www.civil-innovations.com SHEET 1 OF 1 1043 E. Park Blvd.Ste. 101 Boise, ID 83712 Phone: (208) 884-8181 www.civil-innovations.com August 3, 2020 City of Meridian Planning Department 33 E. Broadway Ave., Ste. 210 Meridian, ID 83642 Re: Lavender Heights Subdivision No. 1 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, Q Ben Thomas, PE q ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: August 3, 2020 Final Plat RX Project Name: Lavender Heights Sub No 01 T/R/S 3N1E32 Parcel Number(s): S1132346700 Project/Plat Applicant: Civil Innovations, PLLC Phone No: 208-884-8181 City/County Agency: Meridian AIO THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT E BRACE DR E LAKE HAZEL RD S LOCUST GROVE RD v 2 v v � 0 o v U 3 v a r- o Proposed Street Names: u Q o V m Comments 1 S BALLERINA AVE X 2 E BRACE DR X 3 S BLOOMERANGE AVE X 4 E HIDCOTE ST X S S OSTRUM AVE X 6 E PHENOMENAL ST X 7 S SACHET AVE X 8 S THUMBELINA AVE X 9 E VALENSOLE ST X PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 1 of 1 O ; ; ; � � I---• � a--- p Ne � E Lawton � e � sa m yy o ale e 9e Sp e E Renwick Court > -------------- ----------- E Murchison Street E Mardia• � ---� - — _ Or�ve Ulm Street r . WEN 3W E31 % ; s - 1 E Brace Drive ;, , ,� , , NOT A PAR �_ ________ --NGT-A-PART-L o J , _____________. __________-L____. ___—_______JL..__ _____.1 JL__ _____. __..-L_4 @ .---1----- 41 I � > O NOT PART : ---a------------- ----------------------------------------- -----_----=--------------- -------------------••------------------a------ ------ __a.--- -- NOT A PART ° ro b � x E Lake Hazel Road ----------------= -------------------------------------------------------------- --------------------- _..-------------------- s>r_�- ---� ----- - - - - -- - - - - - -- r t r,r r a(6 NOT` A PART ______________ _______-----JL--_—_________a____-----____ - ______a____-------_—JL—____--_ 1_________—__-1—__—___----_—JL-------- -----------------_t------- This map is made from data copyrighted by Ada County.Ada County shall not be liable for ADA COUNTY ASSESSOR inaccuracies or misuse of this map. Maps Land Records Division 1 inch - 500 feet bearing this disclaimer may be photocopied freely. Geographic Information Systems However,use in any digital form requires the - 190 E.Front Street,Ste.107 written permission of Ada County. -. Boise,ID 83702 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CP&FINSL NO, LOCATED IN THE S 112 OF THE SW 1/4 OF SECTION 32, T.3N., RAE., 1/4 20,4-096D53 SEE SHEET 2 OF 4 FOR CURVE&LAVE DATA B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO LEGEND 31 32 2020 ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT BLACKROCK SUBDIVISION NO.1 • FOUND 112"REBAR,PLS 14221 BOOK 96,PAGES 121)D3-12008 ® FOUND 518"REBAR AS NOTED O SET 112"REBAR WITH PLS 11118 (3894876�f PLASTIC CAP SEW 1 is PLS as75 _ S89'49'51'E 1115.19, Gs 1 6 PLS 14221 SET 518•REBAR WITH PLS 11118 N8949'51'1M 225-35' �5.-13A66- - -1DB.1G- `1DO.46- r -165.6 - r -1Q5.d1 5 ri r _1D5-02- r �1U5.6 F -g0,41_ I _8p-p6- i-90.W- ® PLASTIC CAP O 1 5Q g! D r I Q rl O Q 1 - SECTION LINE Fg $ 1� a b lzsw 5 I r26D3 s a ro 7sr - 1 ---- CENTER LINE r)352 SP 14fff SF 11,fG7 9� r�x $S03.Y I' rT,6a3 SF I- EASEMENT LINE AS NOTED a 1$ I BLOCK 9 I I I`" PUBLIC UTILITY,IRRIGATIpN&LOT C29- -71,36'- L -IM02' J L -105.02- J L -105.02'- -1 G -105.02'- J -89-59'- `49,20'-C@81 DRAINAGE EASEMENT LINE,SEE NOTES 1 8 2 6 L`�H89'49s51 134.p8'J 1 -86.�9'. �� J - - - - - - N z ACHD STORM WATER DRAINAGE 7211' N8949'1'1r 14&00' 1 S89'49'51'E E. BRACE DR. SfN•44'51'E 589'49'51'E^� . C? EASEMENT LINE,SEE NOTE 9 12 219.79' 283.OT IZI-46' - !A 72.'5 58g'49'5,E 13 Gw raj m SfF H7 1 �AgIF 9 9 45 3 ACHD PERMANENT SIDEWALK EASEMENT A N8949'511M 14 na.75' i' ° ('i ` --- !i m 17ae sF M 4s a - - - - c.J3r 173.29 2A334'----- A80.0U 220.00 - �'� - ti` 80.86 'T+4r. I �� LINE PER INSTR.NO. l 589'4e15YL ' -1 9 NSB-49'S11Y 11 31.5'131.5' I t1 Na9'49'51'w +1 OD' 8M (tea'S89'4951'E nl �9�� `O o �� SUB DIVISION BOUNDARY LINE F- 1f•ff -1 31.5' 31.5'Y,. 13 ^ 2 8 8 Sh 10 8 137.19 \ '6.5'• �6-26.35 LOT LINE 1 8,s Row-w-8 �g� a• 9 I 9 sa 5 4 ^� '°s LII OCK 9 �.589:}9 5LE i 48.51 l -1 1 i li x ,spp D ' 'r' Ca' 26.33' ADJACENT PROPERTY LINE L S89'495L"EJ E-100t 79' I ^11 'f0 I NSB-�511P 1 -1 1.51�Y L1 L107 � - ];f7.L5'.J.J I \tl ` aL BR�VH• 1B LOT NUMBER 4,� N89 49'51 W 200.15' 1 �r� 589'�'S,' No _W°s- �a 100-PD'� $ 12 $ 3 8 8 ( ]i $ 110.OD' Q16 8 4a sF I 8 s �,y 26.3, N A;SF L.5ffi'49'51'E�� I. a4i!0 i S `" I -1,aW rv'. $c UNPLATTEo 58149'S1'E J8 1 r}b�11 .79' I -+16bD'` a r -•,51'�r 1 ^ `� $� I I j� m NOTES r,Bo ee;o a s $� 1 g 4 8 .K 1 W $4 s $ _ R BLOC[ 10 �' 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,LAVENDER o17aca2 $ S e I[7� xIe81I�8 �$ � �# I � HEIGHTS HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET c S ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF 5�49'51°EIJ {� r 1 79' L..1p 11 DDr 1 m z 1 N89' 51`1T1 CO N F n-j HARD-SURFACED IXlNEWAYS ANO WALKWAYS TO EACH LOT- 2-g $ [ ] _ $ o gg �], 8 D 5 5 r' R 2-VHLESSOTHERWISE SHOWN AND DIMENSIONED.EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT (1_8)�AA7 SF + "y'u 1,E5II7 SF r&OI7 S� EASEMENT FOR PUBLIC UTILITIES,LAVENDER HEIGHT$SIJSDM90N HOMEOWNERS ASSOCIATION PRESSURE _ '4'WE L 1 I 58 4351� j l -114.p6-f p 2 1 1 IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE 11W.W 1 gb 1�(g7�9Tra 11 11i I }N89' 1 w r5' f5, 1 TEN(,0)FEET ADJACENT TC ANY REAR LOT LINE OR SUBDIVISION BOUNDARY- ]MOD 50 100, 20D' 19 �� 8 a 6 LeJ $ $J, 4 $f y 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME `�4931FJ Vl l 1 5�9'4a51SP 1� I 1 I..••ID•I1g00� 1 i _ _ OF THE RESUBDINSION. _ 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT 8 SCALE:1'=10D' -S 3 >00.0� � 110.00' n 49'S1' N89.47'58 18100' RECORDED AS INSTRUMENT NO. N $ $�AL67I 3IS 31,5 x ,W,m a! 31.5' 31.5'_� �/�1f�J [yZ S6;E49',1L"E (17 ✓ r `r THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT 1ARH THE CITY OF MERIDIAN f/1 (i $+1a SF RECORDED AS INSTRUMENT NO._ •' SB949'51"E 252.00' � $ 's u1 c36 y r�3r, g� 2.+ x95+ 189 00 LS L10 1 DD 00' o21 ,Sq�Sr 6617' C7 ry �..t Ip4 �r 5142E'S2'W 6-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING LOT IS THE RESPONSIBILITY OF THE 589'49'S1 49SL� 589'49'SYE - 1`� w •-�N7 LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN RRIGATIONDRAINAGE DISTRICT. O $ UK I C18 r7�91' �" fa'fY 57533'08'E UHPLATTEO 7-THIS DEVELOPMENT RECOGNIZES IDA40 CODE 22AM3,RIGHT TO FARM ACT,WHICH STATES:NO AGRICULTURAL �c x o rn r~ 127. am P .} �, r� 6a 23.13' OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME ANVISANCE.PRIVATE OR v 2r,+L4 Sr I $3 L L81 = 1 Ir PI16LK:,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT o^ 9 6 750 ST S7• HAS BEEN IN OPERATION FDR MORE THAN CYE[1)YEAR,WHEN THE OPERATION,FAGLDY OR E)fPANSIOPI WAS NOT S89'49'51 = 8L4CIC 3 drNa94 `'w $ i T � 3pe� �sg r8' o$bI LA 19D-O0 J r 2 3 7 t ANUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED.THE PROVISIONS OF THIS SECTION SHALL NOT APPLY 37,6B• 174,p0' !r Z,775 9`17 200.OD ry n 1�.�� J® r�7 r`Laj ,S FF 4blf WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT'OPERATION OF AN AGRICULTURAL OPERATION, w 73 2S 7n �1 r 1� g 1405 'a7 �5' 9 AGRICULTURAL FACILITY OR EXPANSION THEREOF. 584'49'51'E :,_ 589'49'51'E ^ry !78 7 f 7 L c 7 i L7,5 �� 8 ��]L s LOTS 1&20F BLOCK I.LOT OF BLOCK 2,LOT OF BLOCK 3,LOT IOF BLOCK d,LOTS,890F BLOCK a,LOTS 1& 116.32' sn 141.86' - - 283.00 - +n J 1 LT.J! 9 10 OF BLOCK 6,LOTS I&7OF BLOCK 7,LOTS I&9OF BLOCK 8,LOTS 12,13 AND 230F BLOCK 9 AND LOT 3 OF BLOCK E, pry�p�,IIENpL $T. „ (' .a z L7 L74 CL 7JJ 6 -�1,p�+ 4 I O� 10 BL I 10 ARE DESIGNATED AS COMMON AREA LOTS T7 BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS 70.00'- �. 62.78'� r60.00', r60.D0', r60.00', rT 68-99� �? L48 Z,1 `L�' L72-+4! { 1$yam+ Yy _ Yl0 SUBDIVISION HOMEOWNERS ASSOCIATION,OR ITS ASSIGNS,AND ARE SUBJECT TO BLANKET PUBLIC UTI LFFY, O g 6 5O' B.50 ��, lbµ l _} `4 LTB-1 " 1 '�7E g M1)~ DRAINAGE.AND PRESSURE IRRIGATION EASEMENTS-LOT 13.BLOCK 915 A GRO55 ACCES$1COMMON DRIVEWAY LS 3 2 20'20' O `-' ;1, L,�O 4© ry $ O hL5r-7 rid r .yJ LL�-J _$ A-Ley(q�,� LOT DESIGNATED TO PROVIDE ACCESS TO ADJACENT LOTS 10 AND 11,SLID K 9.USE AND MAINTENANCE OF SAID ry I O 7 1-[5,3 & r� 7"�I" '' DRIVEWAY LOT SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS TO BE RECORDED FOR THIS SUBDIVISION. 1 g gg a 51� 5V,5 1 Q 5 7 res,7 r/� k7lE r� ALL OTHER LOTS IN THIS$USDN7$ION ARE FOR SINGLE FAMILY OWFLUNGS- b �9.6025F _�� 1 = a = b, 1 § ro,I71? 0�..,I _L5 S-PORTIONS OF LOT I,BLOCK 2:LOTS 15 THRU 19.BLOCK 4:LOTS&&9.BLOCK 5;LOTS 7 THRU 10,BLOCK 6;LOT,, 13 x BLOCK 1 q m yr (y'7 ¢.t4 L�• 7 '� .4 �J 8 8 � 5 _ I BLOCK 7 AND LOTS 9&10.BLOCK BARE SERNEHT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. _ \ (}6J L`' 7r a 5 9- THESE LOTS ARE ENCUMBERED BY TK06T CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE [!1 I �my ••�5' -I M-K t� J,,qq EASEMENT RECORDW N NOVEMBER 10.2015,AS INSTRUMENT NO.2015-103256.OFFICIAL RECORDS OF ADA L .J LS J L J L 25.66 �i?R' y�°/\O��ry L43 � y d C 62.78 600 60.00' 60.00' f E. 1'Af� L43'1 C'' F' 1 F f4 COUNTY.AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE 7AA.4TER EASEMENTSI. q O4�2- 1 Lr' f L421 Ls• THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO r f 'Orw 26&46' 7 L4r�- # SECTION 40-23U IDAHO CODE.THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM 1 N 2,0T+,Sr Sg�S 3933: S L75Lr6p8 r, nr o WATER DRAINAGE SYSTEM. 1p j5 yYJ o BLOCK h ; I�1O4[� �7 �ras3 4 9 SURVEYOR'S NARRATIVE 1D-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE `L2J_ Q r L17 r6 h1 S THE BOUNDARY FOR THIS SUBDIVISI SECTION 31-3W5(b}LOTS WITHIN THE SUBDIVISION WALL BE ENTITLED TO IRRIGATION WATER RIGHTS,ANO WILL BE Nj 3fiura n _ g g 14 7 ICI ON WAS DEVELOPED FROM OBLIGATED FOR ASSESSMENTS FROM NEW YORH IRRIGATION DISTRICT- Irl �$6'p8 rm [ _724� 4 i25 ,C,7 O- 8• SURVEYED TIES TO CONTROLLING SECTION CORNER 728 f 7ti 15 MONUMENTATION.THE PLAT TIED SUBDIVISION BOUNDARIES OF II-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE :s 27' 1 Li s �0 1 1 L[2J-_- r75 AS - N75 33'08"W BLACKROCK SUBCNVISION NO-1.IMPRESSIVE EAST RIDGE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN INEFFECT AT THE TIME OF THE BUILDING PERMIT S709'52"E �.�804 I 12Ly - 1S.DD' SUBDMSroN NO.1.INFORMATION FROM RECORD OF SURVEY SUBMITTAL. 79.21 y 5,751 S-+1 - 13 �+-!�'�"e� NUMBERS 5049,716%7783,AN D CURRENT DEEDS OF RECORD.THE 1&RESTRICTIVE COVENANT^WILL BE IN EFFECT FOR THIS SUBDIVISION. r r 1B `I v`�' SURVEYED MONUMENTATiON AND CONTROLLING BOUNDARIES Fr yY `` �r U THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE 1&THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST 5�' N �71' '-6 4-5.6, SF�I � f 6 17 :ti ESTABLISHED NORMAL GROUNDWATER ELEVATION. N ANT �AIi'R '56SL02, •�+�5,625 SF BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. I !A 044 6257 ,aN►L LAND _ G UNPLATTED T N I { CLINTON W.HANSEN a 11 $ a UNPLATTEO o C> n _ _ I PLS 11118 'I' t-�.,JJ�/1-,�p pJ w UNPLATTEO Ln Ya S fy2 y `1 �rj, OF7 o�y W CIA 1 20' 38 SR�fiw GdONv EasELFNT- cd AAI CLYhV7Y+N?AI4Ir A57ArL'T rn 6154 wsm An. --- S8T58'241 716.48' a ' BLOCK 2 81'S89 5B'24"E 324. Lan futions PRINT OF I �sbo�• --- S6 M71r s 1 N89'S8'24'W 1244.28' J1,7fS 5F Q �� o 0 BEGINNING ' g Land Surveying and Consulting 31 32 S8957'01%1331.91' W 1/16 20.00' E. LAKE F'IA� R�. 131,,96' "� 6 5 V FND 3/8-NEBAB NO CRP N89'5V24'W 1331.96 1/4 5 231 E.5TH ST.,STE.A PLACED CAP CPaF BST.NO. MERIDIAN,10 8.'3642 CPI INST.NO. 11tO66375 (208)288-2040 fax(208)288.2557 20,5-D,t236 www.landsolutivns-biz �H0.17-66 SHEET 1 OF 4 Street Name E►►aluation Response Sheet Subd►visionlJurisdktion: Lavender Heights No 01/Meridian AI❑ Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer] 4 Ada County Development Services Approved As Reviewed 5 Meridian Fire No ResponselDefer 6 City of Meridian Approved As Reviewed 7 No Response/Defer $ No Response/Defer 9 No Response/Defer EXISTING BLACKROCK SUBDIVISION NO.1 0 0 0 0 0 0 Sri u2 �2 T—----- ----------I F——————— ———- ——————— ---, FUTURE LAVENDER 1 5.00' 5.00' HEIGHTS SUBD. 1 BLOCK 9 5.00' j 5.00' 5.00' 8 5.00' BUILDING I1 1 1 BUILDING 9 DING 1 BUILDING o ORIENTATION 1 o ORIENTATION i ORIENTATION I t o I I I N I IL �__---_ _ LOT 9DRIVEWAY o , o o 12 E.BRACE DR. - - -\\ _ y .00 N I BUILDING i 12.00' ORIENTATION i 2�r70. 1i 14 I' 1 L if Lu LOT 14 DRIVEWAY 13 2 a ca o 15 aLu v+ a eii g BLOCK 7 Lu 12 3 FUTURE LAVENDER I HEIGHTS SUBD. 1 16 0 VJ 11 4 I 17 I I I, WNI 1 NORTH 80 40 0 80 HORIZONTAL SCALE IN FEET PROJECT NO. 20-0610-LH1 DWG FILE DRIVEWAY DESIGNED BY BT LAVENDER HEIGHTS SUBDIVISION NO. 1 CIVIL INNOVATIONS, PLLC DRAWN BY BT MERIDIAN,IDAHO 1043 E.PARK BLVD STE 101 CHECKED BY BT BOISE,ID 83712 PHONE:(208) ISSUE DATE 08/04/2020 884-8181 SCALE ASSHOWN SHARED DRIVEWAY EXHIBIT www.eivii-innovafions.com SHEET 1 OF 1 LAVENDER HEIGHTS SUBDIVISION I E. AMITY ROAD PRELIMINARY PLAT MA CIVIL INNOVATIONS MERIDIAN, IDAHO - 2020 NORTH o LOCATED IN THE SW 1/4 OF SECTION 32, 100 50 0 100 200 Lu Cj T.3 N.,R.1 E.,B.M.,MERIDIAN,ADA COUNTY,IDAHO O EU HORIZONTAL SCALE IN FEET � y LL a G=3 O UNPLATTED Z T col BLACKROCK SUBDIVISION N0. 1 1 h � r BOOK 96, PAGES 12003-12008 °r° a �� N83°47726>,E LU �� o,��° o °� ILLIcn N o S86°47'31"E �I N 00 ~ O co � O o o _ _ 362.95' o awe Q °° o a O° NQ ° pO o0 oO OOo -0000°00 0 n W Y W = U. 000 5- �o 0.03' U/ � 1 22.65' 69.42' 70.10' ° _ __ __ __ S89°49 51 E 1340.54 _ _ __ __ _ r� a� LL; 70.10' 70.10' 74.76' T - -- - - -- -- - Q O z°oo o �1. 70.10' 5881' � � ° 91.29' �.06 � 134.06' 100.46' 100.46' 105.0�- 105.02' 105.02' 105.02' 89.59' 90.41' 90.06' 90.06' o� ° gg95 N 11.49' 22 T ° y co ° Cl) °' �all o r 21 11,678 SIF o �\ $ 15 r 16 r 17 N 18 N 19 `° 20 N 9,295 SF T 0 23 0 0 49 0 50 0 51 0 52 0 53 0 55 56 I Z r 17,410 SF 9,220 SF 8,960 SF T N N 24 46 47 48 N N N N N N 54 0 let.le t 8,699 SF T 10,954 SF r 12,603 SF 12,603 SF 12,603 SF 12,603 SF 10,751 SIF r 13,989 SF 8,439 SF- 8,2 SF T o M M CV BLOCK 1 ��'g, 10'WIDE PATHWAY 17,078 SF 17,562 SF 13,111 SF 12,100 SF T 10,940 SF T � 19,852 SF I / 2.96' 0 14.67' 25 45 29.61' 41.92' 14 ° 45.33' 15.72' �1 — 24,679 SF 62.31 67.04' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 20.00' 91.29' 3,282 SF 3,282 SF 71.36' 105.02' 105.02' 105.02' 105.02' 89.59' 49.20' � °o w 75.89' 72.11' 61.95' 86.05' 57.08' N ° v _ o " E. BRACE ST. 38.77'- °o°o°°o °°;38:7T'° 219.79' M 283.00' E. BRACE DR. 127.46' R_ rn 62.10' 00 - - -c° - - - � q� 118.75' 118.75' �-�� - _ o _ _ _ -10 I o• M - 613.00. �6 0 g D 59.63' o cD � 75 0 S6, 1 ° 177.08' Q as , M 4�s o 26 a o 25.004459.63' Q a�� 173.29' .• ., . M 190.00' 31.'0' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 50.00' 50.00' 41.50' 6,331 SF � 0 30.70' 1 21.21' 21.21' 1 21.21' 80.96' S3 1.20' \ ? 10'WIDEPATHWAY °° o w cD 6,331 SF 44.24' ? 10 16.36' 20.13' 14.06' 4.50' N 4.50' 103.39' 2,980 SF 110.00, 110,00, 3,075 SF 110.00, 1,764 SF 137.19' 7.33'�6� 96 51.5T E. LAKE HAZEL ROAD 13 24.63' 30.70' 0 14.06' 13 c 2 16 2 21.21' 26.35' rn Q o 0 0 0 0 0 0 0 0 0 0 100.00' 100.00, 0 0 0 0 0 0 0 0 13,414 SF ao 0 0 0 0 0 0 0 0 0 0 0 0 6,392 SF 6,600 SIF o 0 0 0 1 ° c �+ o r c o 0 0 '� m m m 6,600 SF c 6,600 SF 0 52 0 96 �S 1 O p ON N N N N N N N ON N 13 co 6 2• C 43 c ' `D 9,602 SF s 9\ �8' 4 M 2 r 3 T 4 T 5 T g T 7 g r g 10 T 11 T 12 r r 14 106.79' 110.00' 110.00' 110.00' ro 26.411 153.3T z o 7,200 SF 7,200 SF 6,585 SF 3,028 SF 1 6,000 SF 6,000 SIF 0.00,E O LLu o 5,960 SF 7,200 SF 6,000 SF 6,000 SF 6,000 SF 7,200 SF 6,000 SF 6,000 SF 6,000 SF ZD 12 0 3 0 15 0 3 0 137.15' 1 BLOCK 2 10'WIDE SIDEWALK 100.00' 100.00' : 6,407 SF 6,600 SF 0 6,600 SF o 0 d ° o O m o 0 0 0 0 6,600 SIF o 32.52' 1 0 12 o OC 1,931 SF c b ' m co cm cD o co b 2631' VICINITY MAP 1 10,254 SIF d T a. 50.00' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 50.00' 50.00' 55.00' o LLu o 28 0 42 c 63.00' 63.00' 63.00' 0 51 CD 66.47' o � �I m � 0 106.79' 110.00' 110.00' 110.00' � ,� ti vi1 M co a o 6,000 SF 6.000 SF 31.5' 1 31.5' 31.5' 1 31.5' 31.5' 31.5' 9,599 SF I NOT TO SCALE 0 139.59' 63.00' Q' 24.63' c o 0 0 0 0 0 0 00 0 00 o T LLu N 100.00' 100.00' 0 11 0 4 0 0 14 0 4 0 1 N 31.5' 31.5', 26 25 - 24 - 23 - 22 0 21 20 FR 19 0 18 0 17 0 16 15 F _ `� : 0 6,407 SF o 6,600 SF o c 6,600 SF o 6,600 SF c 137.11' PRELIMINARY PLAT NOTES 1 /4,960 SF 6,000 SF 5,000 SF 6,000 SF 5,000 SF 6,000 SF 5,000 SF 6,000 SF 5,000 SF 5,000 SF 5,000 SF 5,500 SIF a 29 41 ' o `� cn 1. co o o ui c BLOCK 4 2 NAL o° ti � C) LLu1 106.79' BLOCK7 110.00' QI 110.00' CK8 110.00' 50 54 11 23.21' 20 13' 21.21' 6,000 SF 6,000 SF Z Q Q o o I 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY ° 10,754 SF 31.50' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00, 60.00' 50.00' 50.00' 50.00' 55.00' en a o 0 10 R-8 0 5 $ 13 5 z ~ 9,596 SF 23,501 SF N 55 I CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT 100.00, 100.00, o 0 6,600 SF CD v o 0 o M N 19,017 SIF o n�1 0 I` 0 6,407 SIF cD o W co 0 6,600 SF c 6,600 SIF c �i N 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL 411J Z 1 12�'S2 6O o m o0 30 00 40 c M a CO co m M `D '� 1 137.0T R-4 GROUNDWATER ELEVATION. 1 62.10' o� — _ E.MAINACHT ST. a _ �, y1 106.79' 110.00, �I 110.00' 110.00' �I1A' ll ° 186.00' �, 487.00' 5,000 SF 5,000 SF o a cc) 103. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF I' 1 0 6 2 ° M 100.00, 100.00' y aD 9 0 6 - � 0 12 - 6 o vs c 49 c ! MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. 11� �/�7/°20�� o 0 0 0 5,339 SF o 6,600 SF o y o 0 0 rn rn Y I vc 10 58,41 70.00' 65.07' 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 64.00' 0 31 0 39 c o 0 0 6,600 SF c 6,600 SF c 12,459 SF 13.11' 4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT L 0 F F$o 106.79' o o o EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED. �f O cn 16,955 SF 4.43' 6.97' o p1.21' 5,000 SF 5,000 SF 10.00' 1 0 21.21' 00 0 0 0 0 o c 63100' 0 110.00, 110.00, 110.00, 137.02' 76.89' 90.00, MIN P 14.24' 63I00' o o c o o 100.00' 100.00' CD $ 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF h rn o o 3 4 5 0 6 0 7 $ 31.5' 31.5' o 0 0 v 5,456 SIF o° 7 N N 11 ] 1 THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC o' 2 6,400 SF T o0 32 00 38 0 19.67' 32.77' r �' �' o o - I UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS AREAS SHOWN. \1 31.5' 31.5' 5,000 SF 6,000 SF 5,000 SF 6,000 SIF 5,000 SF 0 6913' 3 9,416 SF c 5,501 SF o 6,613 SIF c o O° III- 6,000 SF 10'WIDE SIDEWALK 5,000 SF 5,000 SF 7.78' 3.19' 17.07' N o 8•09' o LO o 0 66 97' 9 $ ] LU 110.25' co -IT rI 6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL N 20,702 SIF 1 100.00' 100.00' 13.44' 16 31' 112.54' c0 °� T w 11,405 SF 11,393 SF C 60.00' 50.00' 60.00' 50.00' 60.00' 50.00' 64.00' o 0 0 129.3 , N 24.68' 10.32' o co 46 00 BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT. wo J 2,826 SF o 0 0 1 21.21' // N o o r r� w J v` o o o m 0 33 0 37 c 6.17' R=100.p0, 16.31' 10 5.88' rn c 18,166 SF 1 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER v a o 0 31.56' c�•i Q 163.00' BLOCK 3 R-8 N Ln ,n n - N v o w w cc o0 5,000 SF 5,000 SF —12.03' 1 j �� 1Q4.53,5,741 SIF ,� 8 17'07 cv p 25.00' 1 UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. _ cr'c.; ti o 24.9 32.77' BLOCK 4 o z - N Ur to S,$1, N v� 8,086 SF � cc o m 32 Z 30.70' to to cn �, 100.00' 100.00' 21.21' 5.04' \ CO mo 4$ 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, z a � or' 114.35' 70.00' 70.00' 13 7- 12 � 11 � 10 � 9 0 0 0 \ 18j 17, 9 1 ni o 141.89' AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED z > POOL , 34 ,�, 36 ,,, c 19.67' 34.9� 21.21' 12 o 30,733 SF z a o 6,375 SF 5,325 SF 6,390 SF 5,325 SF 21,404 SF co 6,150 SF co 6,150 SIF m �i 1 40.Q0, 3,033 SF M cV 47 CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE Luz z H r o QO /// o 0 2,883 SF o 1 c (1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS o z ♦° 14.06' 100.00, 100.00, 3,343 SIF o 0 40. \ E. J �j g��-°° 21.21' o 0 0 40,Op \OjE 21.21' o o SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL oc Ld - C�° rg BLOCK I 46.50' 50.00' 60.00' 50.00' 174.00' 21.21' 170.00' 86.97' 2 0 0 4p, 28 Sr 00 0 45 0 > 0�� S 35 21.21' o 0 00' 0. 21.21' o 0 o c� - �S 9 v 4,038 SF 3 0 40.p , \ c6 c 14,189 SF OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." z = v U) 6 p u �' 2,775 SF' o 0 0 0 0 29.17' o 6 0 E5 2 z ` 9 ? . _ 4 0 40•00' \ 162 T I O 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. o 0 o z R R p S 20.96' 11.48' 4,000 SIF o 0 49' o° T 1� 29,086 SF 143.73' 60� o M 285.14' E.PHENOMENAL ST. 141.86_ oo �263.00' - 4 000 SF 5 - o 0 0 40.Q0,20 11.53 0 23.62' I o � M � o p-8 .p0, c,.° - - - - c,� II ' R=38.00 I o o •QO' - o U/ 10. LOTS 1,2,6,25,35 AND 45,BLOCK 1;LOTS 1 AND 14,BLOCK 2;LOTS 1 AND 9,BLOCK 3;LOTS 1,3,4,5,35,39,47 AND 53,BLOCK 4; o w > fl c� �? co 63.93' qQ 4,000SF 6 - 0 0 0 0 40.p0, �o of a w a 18.47' _ QO' 4,000 SF 7 0 0 0 40.p0, s 1y 141.89' LOTS 1,9 AND 18,BLOCK 5;LOTS 1,10 AND 19,BLOCK 6;LOTS 1 AND 7,BLOCK 7 AND LOTS 1 AND 9,BLOCK 8,ARE COMMON LOTS TO } w oc oc °'' m c� , 1 40.00' $ " o o BLOCK 6 0 40 h 8.99' z N c� 2�9 ° • • - 40 4,000 SF 9 0 o b OQ' 56.00 BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR o 5 CL cn I� \ 0Q' 4,000 SF 11 0 0 40.Q , c i o ¢ z a w 18.82' 80.00' 70.00' 70.00' 62.78' 60.00' 60.00' 60.00' 68.89' 032.43' 4p•00' 4,000 SF o 0 00 0 40. 44 o I HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC � w o cc o 40.25' \ 4Q• ,10 4,000 SF 0 00' �p o o cn o cc 46,345 SF 0 6.50 6.50' 68.89' 16.79' 0 40. QO' o 0 40.0 �` 9,084 SIF I UTILITIES,IRRIGATION,AND LOT DRAINAGE. z a co 40.79'co 00' 40. 0 0 G w oo €a 231 0 28.37' 20' r` 0 40.p0, \ 00' 40 2,000 SF 12 00 o b 4p,0p, 9� 0 1 11. DIRECT LOT ACCESS TO E.LAKE HAZEL ROAD IS PROHIBITED. z M I LU 28.20' 21.21' 0 12' n 5 N x 1 rn o b 4p R, 00' / /- 4,000 SF 13 o Q c� o N 40.00' a; a; 1 73.28' N �� Iw / o 0 0 00 40. �K 69�Il 40. 14 o b 40. p' s o cc z o OQ' 04 Op 4,000 SF o 0 112.08' o °C a 6,765 SF C2 4 co M " -4 j N 3,778 SIF 2 oE1r� o 1 a z x �a oc o „ w " o o 0 40.040.OQ' 4,000 SIF 15 0 0 44.77' 47.02' oc 9. 8S2 , 7,824 SF " 3 y 2 1 6 "' 7 8 c' 9 0 10 1 ° 4,001 SF 3 0 0 0T-4 . 40. 4000 SF 16 0 o J ~0 0 oo' 19 06 6 n° 0 4,000 SF 4 0 0 ?0.0 40. 4,000 SF 43 o w99,602 SF 3,899 F 9,306 SF 8,872 SF 8,851 SF 8,830 SF 9,326 SF �, \ \ 68.85' S o 0 0 40.pQ, \ 00' 4p 18 '- ,676 N I PRELIMINARY PLAT DATA;q N 25.43' 4,000SF 0 00 4Q•Q , OQ 4,000 SF 7,804 SIF w cn60' I Lr WIDE SIDEWALK \ 40. 4,000 SF 6 oa BLOCK 5 _ 0 \ 40Q0, 4,000 SIF 00' 0 0 40.00' 40. o 1.57' 40.p0, 4,000 SF 7 " o 0 4Q 00' / h s3 O 3 ` o O J 1 p o 0 00' 4Q•Q , 117.66' TOTAL ACRES 55.14 AC ZONING j oe�''`'\ y6• � 11.06' 18.93' 40.Q0, 4,000 SF o 0 4p, 0 0 3 460, o`a +�,21.68' 40.Q 4,000 SF 9 4,000 SF ^ o 0 00' \ , 28.5p, �/84 0 \ �� 62.78' 60.00' 60.00' 60.00' 25.68' 0 ' 52.45'�� 0' q - o 0 0 4p.Op \ a - o PUBLIC RIGHT-OF-WAY 13.10 EXISTING:RUT PROPOSED:R-4,R-8,R-15 AND R-40 � goo 0 10.00, 0 Q0, 2,000 SF / 11 0 0 0 4p• Q N u, ,� o 0 0 o Op' � 42 o SINGLE-FAMILY RESIDENTIAL AREA 31.92 0 11 b 40.p0,2 p l 4,000 SF 12 N o 0 0 0 40.Q0, Q rN I MINIMUM LOT SIZE(Sl�c 4,000 SF 21 32` �° 51101 SIF g 93 10.00, �co M 00'40.0Q 4000 SF 13 o 0 28.5p, = 8,858 SF MULTI-FAMILY RESIDENTIAL AREA(LOT 2,BLOCK 4) 2.58 7'WIDE ATTACHED S/W 1 O'WIDE ATTACHED SIDEWALK S' ry SS.p , co 10.00' 4Q• 1 a o o a c� OPEN SPACE/COMMON LOT AREA 7.54 SINGLE FAMILY S o M Q �? QO' 4,000 SF o 5 h o o f Vq� 4p.OQ' 4,000 SF 15 o z o 135.43' AVERAGE LOT SIZE 128 36,086 SF 1 0 1 a ^ h 55 00' °j 10.00'��LNSp�E 4U-00' 4,000 SF 16 ^ "' 7,435 SF 21' ^ o S • \'sr 40. 17 w ey v o TOTAL LOTS 216 Z o 4,298 SF 15 o S Q0, 10.00' A. 4,000 SF o I SINGLE FAMILY w Q SS,OQ� Cri o `` 4p•QO' 4,000 SF cp 41 o I SINGLE-FAMILY RESIDENTIAL LOTS 187 v, R-8 rr 4,125 SF ^ 59g 40. 2,676 SF co RESIDENTIAL DENSITY(Du/AC(I* O o o SS. 18 ,h o SS.QO, 10.00, \ 00' 40 10,103 SF MULTI-FAMILY RESIDENTIAL LOTS(LOT 2,BLOCK 4) 1 UNPLATTED 15.67' 176• 0 12 � 0Q 4,125 SF 19 r" o SS.UO, +W 10.00' QO' 5.73' OPEN SPACE/COMMON LOTS 28 RESIDENTIAL GROSS DENSITY 3.56 370.90, Q2, � 13 55.00' h o 44.77' y 5.55' 5,804 SF 4,125 SF ^ 1 153.39' RESIDENTIAL NET DENSITY 5.86 0 0 4i b SS.Op, 10.00' \ c� 13.52' 10g,) 65 5,751 SF h 16 o 56.00' 22 ^ 23 0 55 \ 10.00, gq2 I OPEN SPACE is 00' ^ S5 4,125 SF 4,125 SF ^ C 0 00' dos 14.43' I *NOTE: �o 0 5,625 Sr17 00, o ^' 0 10.00' 6 N TOTAL OPEN SPACE 7.54 AC CALCULATIONS EXCLUDE THE FUTURE MULTI-FAMILY LOT 13.14' 1 0 65.0p 5,625 SF o0 20 0o SS.Op, 26 ^' o o S$00' '14.43' 40.54' 40 TOTAL OPEN SPACE PERCENTAGE 14.35% (LOT 2,BLOCK 4). CURVE TABLE 03,4g, ° ��og ° 65.Q0, ^ h 55 4,125SF 27 0 5500' 2288' 13,306SF 6500 5,625 SF 21 0 0Q' 0 4,125 SIF ^ h b - ° o 0 101.85, I QUALIFIED OPEN SPACE 6.46 AC g 5,625 SIF o S5.0p, 35 ^ o 0 19 24' 'j °48.0 8' I QUALIFIED OPEN SPACE PERCENTAGE 12.30% 65.Q0, 24 h 55. 4,125 SF 31 ,h ^ ° �39 0 CURVE # LENGTH RADIUS DELTA BEARING CHORD a ss.Qo, 5,625SF - 25 o QQ' 0 4,125sF a so.00' 2,821 SF'°o 0 69.23' $ �Po 0 75,082 SF 5,625 SIF 56. 34 60. "' C1 114.95' 140.00' 47°02'41" N34°29'08"W 111.75' Lavl N a °9p8.82s000 60 EASEI/�NT 6500, 650 1116 5,626SF ^ 29 00 55.Q0, 0 4,078SFCO 20.00' 00' '� I CONSTRUCTION CONTACT INFORMATION OR 0 658.16' \ FAR 0 5,625SF 32 o SS.00' N 1 4 C2 155.37' 110.00' 80°55'32" N29°30'30"E 142.77' z 3 R-4' CA C:� `� 3 0 R LATERAL ss.Qo, ^ 5,625sF 33 35 z N 1 DEVELOPER ENGINEER SURVEYOR a ' 19.3T o e 65.00, 3,037 SF 36 of 22,126 SF R°� ono 00 5,764 SF �° - CIVIL INNOVATIONS, PLLC LAND SOLUTIONS, PA o J C3 122.47 220.00 31°53 39 N77°15 42 E 120.89 \ LY1 FUTURE MULTI-FAMILY ss.QQ, 9,43zsF 37 BLOCK4 M THE WESTPARK COMPANY o — 0 2 �.�Q ca� PRESSURE IRRIGATION 1g3�'46 9,913 SF 38 T 1 CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS C4 22.57' 144.67' 8'56'24" N56°50'40"E 22.55' CT) CD 2 PUMP STATION 03' 20.18' 1710 S.WELLS AVE.STE.110 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A x ¢ Q o l m o0 112,188 SF 18,122 SF I z �° 606. MERIDIAN,ID 83680 BOISE,ID 83712 MERIDIAN,ID 83642 O 1 vs o �, o0 0 °�P ' c.,� PHONE:(208)870 3432 PHONE:(208)884-8181 PHONE:(208)288-2040 0_ oz 7.08' � 65.73' 60.S34j 14.80' I w 272.55' 711.48' LU W 1 250.14, Oo°° 000 116.48' 103.29' SITE PLAN LEGEND W �, 38.00' 35.41' 31,744 SIF 9 58.00' 89 58 —Clil -- BOUNDARY LINE P o ° 201. BOU PROPOSED PEDESTRIAN RAM 0 0 53.31' DETACHED WITH DETACHED SIDEWALK 1331.91 �� EP EP EP EP EP EP EP EP EP EP EP-EP-EP-EP-EP RIGHT-OF-WAY LINE ATTACHED v S89°57'01"E N89°58'24"W 1331.96 1/4 CENTERLINE Uj DETACHED W 1 16 POINT OF E. LAKE HAZEL RD. PROPERTY LOT LINE WITH ATTACHEPOSED D SIDEWALK ESTRIAN MP — ZONE BOUNDARY DeracHED BEGINNING CITY OF MERIDIAN PARK SITE — EP EDGE OF PAVEMENT �\ W PROPOSED VERTICAL CURB . PROPOSED CONCRETE VALLEY GUTTER PROPOSED ROLLED CURB a > } > > r im w w cc: z O cwn U) z O U) O O CD m = w w CD = w Y C'3 Y Y m C'3 Y C'3 C'3 fr cc CE cc: cc 58'RIGHT-OF-WAY CD w 0 �_ CL O 0 13'FUTURE RIGHT OF WAY 20' 38' "' c" Cr c" PROJECT NO. 19-0411-LH- 13'SIDEWALK EASEMENT 40'RIGHT-OF-WAY 18'SIDEWALK EASEMENT 63'RIGHT-OF-WAY 2, 21' 12' 21 2 DWG FILE PPA 00 2' 36.00' 2' 33' DESIGNED BY BT 2' 5' 8' 2' 18.5' 6" 6" 18.5' 2' 8' 5' 2' 2' 5' 8' 2' 16.00' � 16.00' 2' 8' 10' 2' 2' 5' 8' 2' 14.50' � 14.50' 2' 8' 5' 2' V LANDING SIDEWALK SIDEWALK V LANDING 1'LANDING SIDEWALK SIDEWALK V LANDING 1'LANDING SIDEWALK SIDEWALK V LANDING DRAWN BY JTA �5- CHECKED BY BT 3.1 Mqk 1.75% 2% 2% 1 2% 2% 1.75% 3:1 M 31 1.75% 2% 2% 2% 2% 1.75% g:1 M 3.1 MqY 1.75% 2°k 2% 2% 2% 1.75% g:1 Mom. ISSUE DATE 04/17/20 HORI SCALE AS SHOWN _. 3.• PX 3. 3.1�PX• 1M�X 1�� 3.1M 1Mgk VERT.SCALE AS SHOWN 3.• 6 TYPICAL COLLECTOR STREET SECTION (WITH ISLAND) TOT YPICAL COLLECTOR STREET SECTION TYPICAL LOCAL STREET SECTION Ppol 0 0 NOT TO SCALE-58'RIGHT-OF-WAY(S.BLOOMERANG AVE.) TO SCALE-40'RIGHT-OF-WAY(S.BLOOMERANG AVE.) 8NOT TO SCALE SHEET 1 OF 1 D:\Civil Innovations Projects\2019\19-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\19-0411-LH-PRELIMINARY PLAT.dwg LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CP&F INST. NO. LOCATED IN THE S 1/2 OF THE SW 1/4 OF SECTION 32, T.3N.5 R.1 E., 1/4 2014-098053 B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO LEGEND 316532 SEE SHEET 2 OF 4 FOR CURVE & LINE DATA 2020 ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT / BLACKROCK SUBDIVISION NO. 1 • FOUND 1/2" REBAR, PLS 14221 BOOK 96, PAGES 12003-12008 ® FOUND 5/8" REBAR AS NOTED (S89426 SET 1/2" REBAR WITH PLS 11118 8' 'E) � PLASTIC CAP SW 1/,6 PLS 8575 _ S89°49'51' 1115.19' CS 1/16 PLS 1422, SET 5/8" REBAR WITH PLS 11118 N89'49'51"W 225.35' 134.06' - 100.46' 100.46' r -105.02' T - 105.02' T -105.02' T �105.02' 89.59' r 90.41'- 1 90.06' 90.06' ® PLASTIC CAP OSii O I � � � I Owl () O O - - - - SECTION LINE ro o ro o r - - 0q 0q �q' "' CENTER LINE 17,562 SF o 15,,111 SF 72,700 SF Ion 12,603 SF C Ion 12 603 SF Ion 12,603 SF C 0 12,605 SF 0 7Q 751 SF o o d o o o o o o o S � 70,94o IF o 73,989 IF 9,852 IF EASEMENT LINE AS NOTED o� z �' PUBLIC UTILITY, IRRIGATION & LOT o g f5' BLOCK 9 o o i rn 00 o �`" N89'49'S1"W 134.06'� 86 45' J C29 -71.36' -105.02' 105.02' -105.02' -105.02' 89.59' 49.20'--C285 cn � DRAINAGE EASEMENT LINE, SEE NOTES 1 &2 z WATER 72.11' N89'49'51"W 148.00' �� S89'49'51"E E. BRACE DR. S89'49'51"E S89'49'51"E �' C2j\ N o EAS ME TACHD LINE, SEE NOTE 9 DRAINAGE 12 3 282 SF 3 282 IF G - - - - - - - - - - C5 \ 10' z 219.79' 283.00' 127.46' n Z79' ro y b S 72.11' S89'49'51 E �, 13 SEE NOTE 9 1 N89'49'51"W o 14 118.75' G G 29ao \ !�� o� 3075 SF sFF NOTE 9 9 !�o o� 7 764 sF �, 3 C22 s 6s91 o ACHD PERMANENT SIDEWALK EASEMENT 0 6,351 sF o „, - 173.29 8 -------190.00-- --- �,` 80.96' c �6• LINE PER INSTR. NO. - 213.39'----- 220.00' - 0 2 2 / CL I S89'4n1"E-� 103.39 1,0.00' 110.00� l r 110.00' 8 ' �'S y 96 "' m �\ SUBDIVISION BOUNDARY LINE N89'49'51"W 31.5' 31.5' N89'49'S1"W W �70' S89'49'51"E of 9 o 100.00 o o o o �!- 6 , ! C2611 - 31.5' 31.5' - 13 N O o I o O �n_ 10 0 137.19' �oo \> S 26.35' w LOT LINE 00 15 6,000 IF oo c6 6,392 IF 5 600 SF coo coo 6,600 SF 6,600 SF GO o 0 L110 0 0 58�49'SLE �89'h251"� ,OL9l 1 i Z 0 s C6 26.33' Q ADJACENT PROPERTY LINE BLOCK 9 9,1 sF uos uo7 137.,E J I �E. BRACE DR. 18 LOT NUMBER \S8T49'bl"E-1 �Io'10 .79' 11 no,10� N89'49 51 W N89'49'51"W o °C �10100.00' 12 0 0 0 0 0 0 110.00' N89°49'51"W 200.15' 1 �A SsLl 909'5,"E o�-w 0 0 6,407 IF 6,600 IF N coo 6,600 SF coo °� o �C25_ o o 16 rn o 2 26.31' 6,000 SF o S�s4951"E�W 5894�51 i 1,oQo' 10� o o Q � N m NOTES o \S8�49',i1"E\ o I a� 10 .79' o _ I 110.00' Q °M° I N89'4-'S1 W a_ `" 5 it o UNPLATTED o `r' o 0 0 0 06,600 SF o o Z `n O 100.00T0 c^o o �� o o o Q ``' o o z o BLOCK 10 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,LAVENDER 0 17 6,000 SF o M z o BOCK 7 z 6 60 SF co Z o c0 BLO K 8 oo W ro I� LU HIEGHTS HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET w o o �89'4�'51� 9'4�51 l J o 11090' J N 04 0 0 W Q w ro h ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF o� S8K49'51"Et 106.79' f-10' 110.00 I m z N89'49 51 W 1 N `� _ Ki 0 0 0 o N HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. o� 100.00 b Q o 10 o O o = o O Coo 3 N N 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT 0 ooJ 18 5,000 IF oo 6,4 SF 6,600 �F 6 600 Sf ° o o 23,501 SF 9,077 \ EASEMENT FOR PUBLIC UTILITIES,LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE z ,r, �r, L S$9'49�1"E �89'4�51 1 11090 S8K49'5l'E J � o_ z IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE �j 0\ 106.79 70 b_ 110.00' 1 N N89.4-'51 W I p �5' TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 0' 50' 100' 200' Q oO100.00 o N o� O o 00 6 o I o 4 o N f5' 0 19 00 c o O I o o O 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME H ,� S8�49`zL"E�" coo 6,600 IF coo coo 6,6 0 IF OF THE RE-SUBDIVISION. LLJ )S8T49'51"E L S89'4T517E I �70` 1Lo o0' 1 �90.00' 90.00' = x -r (/) o 106 79 a, 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT 01 o SCALE: 1" = 100' U o 0 100.60 _b 8 06 110.00' �, �, N89'49'51 W o Q o 0 0 20 5,000 IF o 31.5' 31.5' � 8 a' 31.5' 31.5' a' o N89°47'58"W 180.00' RECORDED AS INSTRUMENT N0. N o ,� ��L122 7 � ��.5,507 IF C. z o o S8�49'�l'E J !>> �23 O 111125' "' 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN N ro !> > 9,476 SF n J RECORDED AS INSTRUMENT NO. a S89°49'51"E 252.00' N o 100.00 0 �6 L115 C36 129 c' " N ,I N89'49 51 W I m I o O o "' 31 �' 5,747 SF S14'26 52 W 6-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE 189.00' L9 L10 100.00 0 21 5,o0o SF o 66.1 T C7 ; �, `, "' 10 O `o N $$9°49'S1"E S8�4 000 S 0 <v 4 53' / 68.04 LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. ,1 w o S89'49'51"E 1L CO. !� ,NzS • N o o, O o o T C18 "' 1ZS 81' �; co li 33 'W $75°33'0$"E UNPLATTED 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL a z p c`? M_ 0 24 100.00 1°� E. N/D/� `o v� mac' 12766' J 23 13' I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR m cri o 27,404 IF Q, ° L80 �+� 505 o , w I BL CK 9 J 22 6,750 IF o L81 ST SZ 2 1 112 66' 0 SF PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT S$9'49'S1"E o BLOCK 3 m c0 6,150 IF N89'49'51"W o o LO Ol C19 [482 533'Q8" �15g.16' o 0o HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT 37.6$' Z 174.00' �� I L2715 0 0 J �.0OL JCN �� /O/ / O �C833 �L84 32E � A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY o !j 170.00' 200.00' �D rn J/� n / O O r�85 (� E o\ WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, �� 23 ' m co� /o /� 6� CB� A 903 AGRICULTURAL FACILITY OR EXPANSION THEREOF. S89'49'51"E �_ _ _ _ S89'49'51"E _ M o L78 / o o r� / O7 IA88 L77 C17 US o o O8 C89 8-LOTS 1 &2 OF BLOCK 1,LOT 1 OF BLOCK 2,LOT 1 OF BLOCK 3,LOT 1 OF BLOCK 4,LOTS 1 &9 OF BLOCK 5,LOTS 1 & 116.32' n 141.86' 263.00' o 9 10 OF BLOCK 6,LOTS 1 &7 OF BLOCK 7,LOTS 1 &9 OF BLOCK 8,LOTS 12,13 AND 23 OF BLOCK 9 AND LOT 3 OF BLOCK E. PHENOMENAL ST. L76 C16 L, J BLOCK 6 ,5 / o w 00 M M oCZ4 3 0 / 10 0 9 BL.6 I 10 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS 11 cl/!2 �� !�1 04 m L48 cv L72J ° / o �' o O 10 SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS,AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, a 70.00'- _7 6. F_60.00'� -60.00'-] �60.00'� 68.89'� 0i ^ Cog q(( (Z1\ �' � oN 6.50' 6.50' 1 `SQ \C51 f Y �p�BUC U0J J o 0o Op q((NOTE 9 L67 DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOT 13,BLOCK 9 IS A CROSS ACCESS/COMMON DRIVEWAY W m w �5 2 20' 20' O2 O O, O O w c.i O /O (5 RIGHT �6g � EY p o LOT DESIGNATED TO PROVIDE ACCESS TO ADJACENT LOTS 10 AND 11,BLOCK 9. USE AND MAINTENANCE OF SAID > r O3 5 f N N Wto / / O r 2, ��53 OF WqY �68J�6, s R/�HT�F-'IU DRIVEWAY LOT SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS TO BE RECORDED FOR THIS SUBDIVISION. iv i� N r� ro rcn ro o a' 31 5 _'/ o O (54 cow o NOTE g WA y a ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. O o m o o 0 31.5' C>i o co / �S5 cn 3 0- of oo I a'°O m m rn o rn of `� ° / o° o cl� /� / 7 (06 cV (� z 9-PORTIONS OF LOT 1,BLOCK 2;LOTS 15 THRU 18,BLOCK 4;LOTS 8&9,BLOCK 5;LOTS 7 THRU 10,BLOCK 6;LOT 1, C7 o 9,602 SF o o ? oa a a n a ± � o / ° y o SZ'0 °L L57 m z BLOCK 1 �' N z Z ° d ° d ° d a �'� C14(¢ o 0 0 / O O 25 BLOCK 7 AND LOTS 9&10,BLOCK 8 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. r7 �n m o ro Z J �' / co / 9 N a o THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE Ssg. C� V C46 co o BL.S 9 55' o fs' �o L¢ J BLOCK 5 0 / d � 75 45'� I cL k � 5 0 � o c0 0 � � EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA U cn 3 ° 25 68' �1 �1 \ \ �' �ti 144 J L ° ° / o oo o^ COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT"). O 10362 Z3 62.78 60.00' 60.00' 60.00 / O/ �� Vq�ENs (42J �5' o THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO 1 S89'S0'08"W 268.46' & C1 �LE �41 L4p ° N SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM (n N69S o ° 3 L15 NZ53 ST SFEo WATER DRAINAGE SYSTEM. 2074 IF �o s45"w , BLOCK 4 3g3"/ g55.00, �16 o8"W 278g3� SURVEYOR'S NARRATIVE `31$' O /cO 10 co o 5 0 10-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 3 (21, l l N >> 5•CO3 C1Z�1 NI SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE l`lJ 36,086 SF aj 4,298 SF� rn 14 �55.pC 8 N THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM OBLIGATED FOR ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. �S6 zo 24- 4,125 S 8 SURVEYED TIES TO CONTROLLING SECTION CORNER j55.CO'- 11 BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE 28 oo O / �2Z� 4,125 SF l 15 d MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF \ 21 �� 1�6,p2• U) l^ �' 9 O h 18 o N75'33 08 W BLACKROCK SUBDIVISION N0.1,IMPRESSIVE EAST RIDGE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT \S0°09 52 E 5 804 SF / l O`�` / / 12 L3QJ �725 S �, O o 15.00' SUBDIVISION NO.1,INFORMATION FROM RECORD OF SURVEY SUBMITTAL. 79.21 \ �65.pC•J 5,757 SF J l O / 13 - �° F`� NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. THE 12-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 5 625 IF o O / / L36-1 N^ SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT ,N I 6L N7 ° 65•DO'_7 L / / ,6 \/ h O 13 THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST o \ \ EASE 533 p8» 65.0p•_� 51625 SF�7 / ,, 17 % cy THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE ESTABLISHED NORMAL GROUNDWATER ELEVATION. z f - \ \ MENT FARR w 566,Q2' 65,pC•-j L5,625 SF l / O o SF BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. o Q w O \�ATERAL 65.00'J �65.55� 5GNPIST NOrz, S C-D w 00' , G £ G'A Z UNPLATTED �<v� Q-�' F0 I rn I CLINTON W. HANSEN 8 0 UNPLATTED o I n I PLS 11118 NjA �O 0o O ' UNPLATTED ��j '911, Z Uj m OF 5 N- w SON W. NP ocn STORM DRAIN FASEMENT - S75.33�8 E 24p CO oo ADA COON\HIGHWAY DISTRICT a? 20' 38 o rn �3' 63.54- INSTR. NO- -__-- - S89'58'24"E 716.48' z Lo BLOCK 2 S89'58 24 E 324.81 SEE NOTE 9 37,744 SF � La futl � O A� N89'58'24"W 1249.28' o 0 POINT OF Land Surveying and Consulting BEGINNING �� o o us � b 31 32 S89'57'01"E 1331.91' W 1/,6 20.00' E. LAKE HAZEL RD. 1311.96, 32 co 6 5 FIND 5/8" REBAR NO CAP N89'58'24"W 1331.96 1/4 5 231 E. 5TH ST., STE. A PLACED CAP MERIDIAN, ID 83642 CP&F INST. N0. CP&F INST. N0. 2NS 111066375 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 1 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CURVE TABLE LINE TABLE LINE TABLE LINE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION C1 18.69, 164.00' 6'31'41" S3'25'42"E 18.68' L1 25.00' S012'02"W L43 40.00' N75'33'08"W L85 40.00' S75'33'08"E C2 19.37' 170.00' 6'31'41" S3'25'42"E 19.36' L2 28.37' S44'59'51"E L44 40.00' N75'33'08"W L86 40.00' S75'33'08"E C3 132.16' 100.00' 75*43'17" S37'41'30"E 122.75' L3 28.24' S69'55'45"E L45 40.00' N75'33'08"W L87 40.00' S75'33'08"E C4 94.25' 60.00' 90'00'00" S45'10'09"W 84.85' L4 21.32' SO'09'52"E L46 40.00' N75'33'08"W L88 40.00' S75'33'08"E C5 75.28' 100.00' 43'07'58" N68'15'52"W 73.52' L5 21.27' NO'10'09"E L47 18.93' N75'33'08"W L89 20.00' S75'33'08"E C6 75.28' 100.00' 43'07'58" S68'15'52"E 73.52' L6 31.50' NO'10'09"E L48 32.43' S89'49'51"E L90 100.00' N14'26'52"E C7 24.92' 100.00' 1416'43" N82'41'30"W 24.86' L7 31.50' NO'10'09"E L49 16.79' S75'33'08"E L91 100.00' N14'26'52"E C8 24.92' 100.00' 14*16'43" N718'30"E 24.86' L8 21.21' S45'10'09"W L50 40.25' S75'33'08"E L92 100.00' N14'26'52"E C9 73.28' 131.50' 31'55'46" S15'47'44"E 72.34' L9 31.50' N89'49'51"W L51 40.00' S75'33'08"E L93 100.00' N14'26'52"E C10 25.43' 131.50' 11'04'41" S37'17'58"E 25.39' L10 31.50' N89'49'51"W L52 40.00' S75'33'08"E L94 100.00' N14'26'52"E C11 11.57' 131.50' 5'02'33" S45'21'35"E 11.57' L11 28.20' N45'00'09"E L53 40.00' S75'33'08"E L95 100.00' N14'26'52"E C12 11.06' 131.50' 4'49'09" S50'17'27"E 11.06' L12 56.49' S49'44'18"W L54 40.00' S75'33'08"E L96 100.00' N14'26'52"E C13 52.45' 131.50' 22'51'07" S64'07'35"E 52.10' L13 21.21' S44'49'51"E L55 40.00' S75'33'08"E L97 100.00' N14'26'52"E C14 21.68' 68.50' 18'07'56" S66'29'10"E 21.59' L14 60.69' S49'44'18"W L56 40.00' S75'33'08"E L98 104.13' N14'26'52"E C15 68.85' 68.50' 57'35'21" S28'37'31"E 65.99' L15 10.00' S75'33'08"E L57 20.00' S75'33'08"E L99 31.50' S14'26'52"W C16 6.98' 28.00' 1416'43" N82'41'30"W 6.96' L16 10.00' S75'33'08"E L58 20.00' S14'26'52"W L100 31.50' S14'26'52"W C17 11.96' 48.00' 14*16'43" N82'41'30"W 11.93' L17 10.00' S75'33'08"E L59 96.60' N14'26'52"E L101 15.00' S14'26'52"W C18 12.03' 68.50' 10*03'53" N84'47'54"W 12.02' L18 10.00' S75'33'08"E L60 100.00' N14'26'52"E L102 21.21' N30'33'08"W C19 5.04' 68.50' 4*12'50" N77'39'33"W 5.04' L19 31.50' S14'26'52"W L61 100.00' N14'26'52"E L103 21.21' N45'10'09"E C20 24.68' 131.50' 10*45'15" N9'04'14"E 24.65' L20 31.50' S14'26'52"W I L62 100.00' N14'26'52"E L104 21.21' S44'49'51"E C21 8.09' 131.50' 3'31'28" N1'55'53"E 8.09' L21 55.00' S75'33'08"E L63 100.00' N14'26'52"E L105 60.00' NO'10'09"E C22 44.24' 68.50' 37'00'18" N71'19'42"W 43.48' L22 95.86' N1426'52"E L64 100.00' N14'26'52"E L106 31.50' N89'49'51"W C23 7.33' 68.50' 6'07'41" N49'45'43"W 7.32' L23 85.32' N14'26'52"E L65 100.00' N14'26'52"E L107 31.50' N89'49'51"W C24 32.52' 131.50' 14*1O'14" S53'47'00"E 32.44' L24 55.00' S75'33'08"E L66 100.00' N14'26'52"E L108 21.21' N45'10'09"E C25 66.47' 131.50' 28'57'44" S75'20'59"E 65.77' L25 75.00' N14'26'52"E L67 20.00' N75'33'08"W L109 31.50' SO'12'02"W C26 51.57' 68.50' 43'07'58" S68'15'52"E 50.36' L26 75.00' N14'26'52"E L68 40.00' N75'33'08"W L110 31.50' SO'12'02"W C27 57.08' 131.50' 24*52'10" N59'07'58"W 56.63' L27 55.00' S75'33'08"E I L69 40.00' N75'33'08"W L111 25.00' NO'10'09"E C28 41.92' 131.50' 1815'48" N80'41'57"W 41.74' L28 75.00' N14'26'52"E L70 40.00' N75'33'08"W L112 21.21' S45'10'09"W C29 29.61' 91.50' 18'32'19" S80'54'00"W 29.48' L29 75.00' N1426'52"E L71 40.00' N75'33'08"W L113 21.21' N4449'51"W C30 15.72' 91.50' 9'50'44" S66'42'28"W 15.70' L30 55.00' S75'33'08"E L72 40.00' N75'33'08"W L114 61.50' NO'10'09"E C31 38.77' 91.50' 24*16'30" S49'38'52"W 38.48' L31 75.00' N14'26'52"E L73 40.00' N75'33'08"W L115 19.67' N89'49'51"W C32 59.63' 91.50' 37'20'28" S18'50'23"W 58.58' L32 75.00' N14'26'52"E L74 40.00' N75'33'08"W L116 13.44' N44'49'51"W C33 14.06' 28.50' 28*16'25" S14*18'22"W 13.92' L33 55.00' S75'33'08"E L75 17.04' N75'33'08"W L117 7.78' N44'49'51"W C34 30.70' 28.50' 61'43'35" S59'18'22"W 29.24' L34 75.00' N14'26'52"E I L76 32.43' N89'49'51"W L118 21.21' S44'49'51"E C35 17.07' 68.50' 14*16'43" N7'18'30"E 17.03' L35 75.00' N14'26'52"E L77 20.96' S89'49'51"E L119 16.31' S14'26'52"W C36 32.77' 131.50' 14*16'43" N82'41'30"W 32.69' L36 55.00' S75'33'08"E L78 11.48' S89'49'S1"E L120 21.21' S59'26'52"W L37 150.00' N14'26'52"E L79 21.21' S45'10'09"W L121 60.00' NO'10'09"E L38 150.00' N14'26'52"E L80 19.67' N89'49'51"W L122 69.13' N89'49'51"W L39 165.04' N14'26'52"E L81 34.97' S75'33'08"E L123 33.19' S75'33'08"E L40 20.00' N75'33'08"W L82 40.00' S75'33'08"E NPR LA)VD 40.00' N75'33'08"W L83 40.00' S75'33'08"E �g��G%ST GAL L42 40.00' N75'33'08"W L84 40.00' S75'33'08"E 0 O t^� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 0 �o n�/ rT� o F ON W,NP Lan O ® S Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208)288-2040 fax (208)288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 2 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF LAVENDER HEIGHTS THENCE S 75°33'08" E A DISTANCE OF 240.73 FEET TO A POINT; SUBDIVISION NO. 1; THENCE S 89°58'24" E A DISTANCE OF 324.81 FEET TO A POINT ON THE EASTERLY BOUNDARY OF THE SE '/4 OF THE SW '/4 OF SAID SECTION 32; A PARCEL OF LAND LOCATED IN THE S '/2 OF 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: THENCE S 0°12'02"W ALONG SAID BOUNDARY A DISTANCE OF 75.00 FEET TO THE SOUTHEAST CORNER OF THE SE '/4 OF THE SW '/4 OF SAID SECTION 32; 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 '/4 BEARS N 0'32'17"W A DISTANCE OF 2700.11 FEET; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID SE '/4 OF THE SW'/4 N 89°58'24"W A DISTANCE OF 1331.96 FEET TO THE POINT OF BEGINNING. THENCE S 89°57'01" E ALONG THE SOUTHERLY BOUNDARY OF SAID SW'/4 A DISTANCE OF 1331.91 FEET TO A 5/8 INCH IRON PIN MONUMENT MARKING THIS PARCEL CONTAINS 23.19 ACRES MORE OR LESS. THE SOUTHWEST CORNER OF THE SE '/4 OF SAID SW'/4, THE POINT OF BEGINNING; ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS THENCE N 0°09'52"W ALONG THE WESTERLY BOUNDARY OF SAID SE '/4 OF THE SW'/4 A DISTANCE OF 431.20 FEET TO A POINT; AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THENCE LEAVING SAID BOUNDARY N 69°55'45"W A DISTANCE OF 103.75 FEET TO A POINT; 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 THENCE N 0°10'09" E A DISTANCE OF 208.48 FEET TO A POINT; 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. THENCE S 89°49'51" E A DISTANCE OF 37.68 FEET TO A POINT; IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF 20 THENCE N 0°10'09" E A DISTANCE 106.50 FEET TO A POINT; LH DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY THENCE S 89°49'51" E A DISTANCE OF 252.00 FEET TO A POINT; THENCE S 0°10'09"W A DISTANCE OF 30.00 FEET TO A POINT; THENCE S 89°49'51" E A DISTANCE OF 100.00 FEET TO A POINT; BY GREGORY JOHNSON, MANAGER OF LH DEVELOPMENT, LLC THENCE N 0°10'09" E A DISTANCE OF 440.00 FEET TO A POINT; THENCE N 89°49'51"W A DISTANCE OF 72.11 FEET TO A POINT; THENCE N 0°10'09" E A DISTANCE OF 156.00 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SE '/OF THE SW'/4 OF SAID SECTION 32, ALSO ACKNOWLEDGMENT 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; STATE OF IDAHO THENCE ALONG THE NORTHERLY BOUNDARY OF SAID SE ' OF THE SW '/4, ALSO BEING THE SOUTHERLY BOUNDARY OF SAID BLACKROCK COUNTY OF ADA S.S. /4 SUBDIVISION NO. 1 S 89°49'51" E (FORMERLY S89°48'26" E) A DISTANCE OF 1115.19 FEET TO A POINT MARKING THE NORTHEASTERLY CORNER OF SAID SE '/ OF THE SW '/4 AND THE NORTHWEST CORNER OF IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1 AS SHOWN IN BOOK 116 OF PLATS AT ON THIS DAY OF 20 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID PAGES 17499 THROUGH 17501, RECORDS OF ADA COUNTY, IDAHO; STATE, PERSONALLY APPEARED GREGORY JOHNSON, KNOWN TO ME TO BE A MANAGER OF LH DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF THENCE ALONG THE EASTERLY BOUNDARY OF SAID SE '/4 OF THE SW '/ AND THE WESTERLY BOUNDARY OF SAID IMPRESSIVE EAST RIDGE OWNERS"AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. 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 89°47'58"W A DISTANCE OF 180.00 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THENCE N 0°12'02" E A DISTANCE OF 230.95 FEET TO A POINT; THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE N 89°49'51"W A DISTANCE OF 200.15 FEET TO A POINT; THENCE N 010'09" E A DISTANCE 10.00 FEET TO A POINT; MY COMMISSION EXPIRES THENCE N 89°49'51"W A DISTANCE OF 110.00 FEET TO A POINT; RESIDING AT THENCE S 010'09"W A DISTANCE OF 290.00 FEET TO A POINT; THENCE S 14°26'52"W A DISTANCE OF 68.04 FEET TO A POINT; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE S 75°33'08" E A DISTANCE OF 23.13 FEET TO A POINT; THENCE S 14°26'52" W A DISTANCE OF 361.00 FEET TO A POINT; THENCE N 75°33'08"W A DISTANCE OF 15.00 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE S 14°26'52" W A DISTANCE OF 150.00 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF AN EXISTING NEW YORK IRRIGATION DISTRICT I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE EASEMENT FOR THE FARR LATERAL; 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 ALONG SAID EASEMENT BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE N 75°33'08"W A DISTANCE OF 566.02 FEET TO A POINT; ,L THENCE N 70°56'08"W A DISTANCE OF 128.27 FEET TO A POINT; Np LAND � G%STFRFOG�� THENCE LEAVING SAID BOUNDARY S 0°09'52" E A DISTANCE OF 79.21 FEET TO A POINT OF CURVATURE; O .t CLINTON W. HANSEN a 1 11180 0 THENCE A DISTANCE OF 18.69 FEET ALONG THE ARC OF A 164.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 6°31'41" PLS 11118 N AND A LONG CHORD BEARING S 3°25'42" E A DISTANCE OF 18.68 FEET TO A POINT OF TANGENCY; C� qT OP�2 FOF � �5 THENCE S 6°41'33" E A DISTANCE OF 139.28 FEET TO A POINT OF CURVATURE; QN W.NP THENCE A DISTANCE OF 19.37 FEET ALONG THE ARC OF A 170.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 6°31'41" AND A LONG CHORD BEARING S 3°25'42" E A DISTANCE OF 19.36 FEET TO A POINT OF TANGENCY; (� L THENCE S 0°09'52" E A DISTANCE OF 86.88 FEET TO A POINT; �j j tcw I � THENCE S 89°58'24" E A DISTANCE OF 716.48 FEET TO A POINT; Land Surveying and Consulting THENCE N 0°01'36" E A DISTANCE OF 59.95 FEET TO A POINT; 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 3 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA � S.S. INSTRUMENT NO. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF 20 IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER— MERIDIAN, IDAHO Np.L LA AID S G 1 S TF,Q�GAF o -� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 to Po 2 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT `/qTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �TQjV W. NP' DISTRICT COMMISSIONERS ON THE DAY OF 20 rw � � ri � � � 0 I _ 101 S, 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 °o°ooa000c00000000 PLANT SCHEDULE °°°° �� of rD 0 °°`1 ��zzZ 8 'o QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS PRELIMINARY ]. DECIDUOUS SHADE TREES SHRUBS MoT FOR W CONSTRUCTION 44 AG Acer platanoides 'crimson King' Crimson King Maple 2" GAL. BffB 45'H X 40'W II 61 GS Gornus alba 'Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W °°� V �o° z++ 3q AP Acer platanoides Deborah Deborah Norway Maple 2 GAL. Bff B 50 H X 50 W I 123 HP Hydrangea paniculata Jane Little Lime Hardy Hydrangea #2 4'H X 4 W °Oo,, q o° . . - 14 FS Fagus sylvotica 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W 11 55 MA Mahonia aquifolium 'Gompactum' Gompoct Oregon Grape #2 3'H X 4'w o000�0 D oo°o 15 FR Fraxinus pennsylvanica 'Gimmzam' Gimmaron Ash 2" GAL. BBB 50'H X 30'W II 40 PO Physocarpus opulifolius 'Monlo' Diabolo Ninebark #5 8'H X 8'W o 16 6T 61edit5ia triacanthos Honey Locust 2" GAL. B 4 B 35'H X 25'w 11 5cf PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W Z LT Lirodendron tulipifera Tulip Tree 2" GAL. BBB 60'H X 40'W III 23 SS Syringa 'Sensation' Sensation Lilac #5 1OH X 6W 8 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. B 4 B 50'H X 40'W 111 56 WF Weigela florido 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W 14 TT Tilia tomentosa 'Sterlin 5terlinq Linden 2" GAL. BBB 45'H x 35w 11 PERENNIALS/ORNAMENTAL GRASSES w M CONIFEROUS TREES o 0 N 186 GA Galamagrostis x acutifloro 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W v � N a jj /`••!.i ��t�� 31 P6 Picea Iauca 'densata' Black Hills Spruce 6' - -7' H6T. 40'H X 15'W 62 DG Delosperma cooperi Hardy Ice Plant #1 I'H X 2'W * `, N II^ 0 CY], °U U p� W 0 j g p ° E aN ° °' 13 PP Picea pungens Hoopsii Hoops Blue Spruce 6 - 7 H6T. 30 H X 15'W 184 EP Echinacea purpurea Purple Goneflower #1 3 H X 2 w a z ,E 5 a to �` g z AREA 2G PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6' - 7' H6T. 30'H X 15'W 115 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W o < � o o O1 0 s a ONE 7 PN Pinus ni ro Austrian Pine 6' - 7' HOT. 50'H X 30'W 3a7 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'w 0 a� a Y �, 13 ORNAMENTAL FLOWERING TREES 150 PA Pennisetum alo ecuroides 'Hameln' Dwarf Fountain Grass #I 3'H X 3'W C1 o s a i 0 a � o z = 10 C3 O (l m 27 GG Gercis canadensis Eastern Redbud 2" GAL. B$B 25'H X 20' W 1 J W C7 S J � m t (9 m 4 T AREA MAP " " " 3 � aCD + q MX Magnolia x soulangeana Saucer Magnolia 2" GAL. BffB 30'H X 25' W I o 13 MS Molus 'Spring Snow' Spring Snow Grabapple 2" GAL. B$B 25'H X 25' W I - Z N 500 O 500 1000 1500 7 PG Prunus cerasifera 'Thundercloud' Thunder Cloud Plum 2" GAL. B$6 25'H X 25' W I W L w ■ SCALE: I"= 500'-0" m W Q Z 0 a A TERAL + + +++ / / ++ 4 a + ++I ++ AP 4P / 12 MATCHLINE - SEE SHEET L1.3 �� 0 K - - - - - ++ - - - - - - - - - - - - - - - - - � - � � - - - - - - - - - � - - - � - LAN LANDSCAPE LEGEND ++ ++ MATCHLINE - SEE SHEET L1.1 x / 13 w U • + / ++ 0 + 12 �X P PLANTS TO BE INSTALLED + + ERR / 16 1 w Lu 0EXISTING PLANTS TO REMAIN I 12 x� BL Copyright CO 2020 z i P/RR / All rights reserved. Reproduction or use in any form 0 or by any means without written permission of 2 k Rreckon Land Design,Inc.is unlawful and subject to 0 J — — — — — — — — — — GUT EDGE AS DETAILED FgRR �q T criminal prosecution. Lu rc X�! 6 VINYL FENGIN6 ERqL XtPIRR I Q ^ ^ 6' WROUGHT IRON FENGIN6 I z K 10' AGHD SEEPAGE BED EASEMENT + W 11 w 0 VISION TRIANGLE + + O + Lu ++ o + 7 UJ PROPERTY LINE (VERIFY) 1+ I o Lu BERM 4 + 10 + + UJ H08 QUANTITY + �+ I Z PM PLANT SYMBOL + + Q + + + w + + 1 + + 0 + + + + + + +I+ + LU M< c\j +++++++++++ TURF SOD OVER APPROVED + ++ CD0w + + + + + + TOPSOIL + + I a < UJ + z 0 ICO w ++� + a LANDSCAPE MULCH BY OWNER OVER APPROVED TOPSOIL OR + + G APPROVED EQUAL lill I- PM 5 I ++ GG + I 1 '�' O + 48 ++ I I LA DRY LAND SEED MIX AS � 12q N vJ � ^ Q SPECIFIED SEE SHEET L1.7 ++ "P f+ J I J Z = Q 04 1+ W W Q + W = o ® , + ++ _ = BOULDERS 2'-4' DIAMETER o TYPICAL. 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SEE CIVIL ++ + F+s L HP cs PN c P6 Fs G Hs P TT pN TT U 2 UJ SHEETS. + + + + + + + + + + + ++ + + ++ + ++ �+ �+ +� �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + " ++� + ++++G 3 + + +++ + + + + + + + + 8 + ++ + + + + + + + ++ + + + + + + + + +++ + + + + + ++ + + + + + + + + 8 +++ + + + + C) c) UJ V ) 0 3 6'-O VINYL FENGIN6 6-0" WROU6HT IRON FENGIN6 to 0 0 + + +- + + + + ,• 5 L O 4 0 0 + + + +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 L �P 2 0 + + + + + + + + + + + + + + + 8 + + T— C 5 SEEPAGE BED, SEE CIVIL PLANS ' EIP —+ +- +�+ v + + �Q *- �+ e w N Z 8 o as , IO' SE E BED MENTSEMENT - DO NOT PLANTS TREES 1 5 > ° 6 WITH N O' EA 7 SAVE AND PROTECT EXISTING TREE(S) Q EP Ep Im 1 < J EP -0 8 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, BOULDERS EP EG EP EP EP EP C� m Q 9 TOT LOT WITH PICNIC TABLES, BENCHES ADA PICNIC - - - E. LAKE HAZEL RD. C� D TABLE, SEE SHEET LIA FOR AMENITY DETAILS w _ w _ _ IF- 10 PROPOSED 10' REGIONAL PATHWAY 1 °0 11 SAVE AND PROTECT EXISTING FARR LATERAL EP _ >,W W h o EP EP E� 12 SAVE AND PROTECT EXISTING BRIDGE EE EP tU — 5' yWauto z:1 O y0ui U2P �\\ WmQUC9�1: 5' WIDE MICRO PATHWAY �� " y Z Y 13 I c�l No gzm �Zo �g z T LANDSCAPE PLAN — AREA ONE O REVISIONS N 30 0 30 60 ci0 No. Date Description SCALE: I"= 30'-0" Q v PROJECT NO.: 19048 (n B DRAWN BY: z TC O-0 CHECKED BY: JB U DATE: co 07/09/2020 O o Orn SHEET NUMBER O o T AN L- 0- I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 °o°ooa000c0000000G PLANT SCHEDULE °°°° �� of -- - QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS PRELIMINARY DECIDUOUS SHADE TREES SHRUBS n�oT FOR W + 44 AG Acer platanoides 'crimson King' Grimson King Maple 2" GAL. B$B 45'H X 40'W II 61 GS Gornus albo `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'Vy I� + 3q AP Acer latanoides 'Deborah' Deborah Norwa Maple 2 GAL. Bff B 50 H X 50 W I I 123 HP Hydrangea aniculata Jane Little Lime Hard Hydrangea #2 4 H X 4'w °o ��o° z 14 FS Faguss ylvotico 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II 55 MA Mhoni oquifolium 'Gompactum' Gompact Oregon rape #2 3'H X 4'W °OOU oho 0p0 0 • 15 FR Fraxinus pennsylvanica 'Cimmzam' Gimmaron Ash 2" GAL. B4B 50'H X 30'W II 40 PO Physocarpus opulifolius 'Monlo' Diabolo Ninebark #5 8'H X 8'W o 16 6T 6ledit5ia triacanthos Honey Locust 2" GAL. B$B 351-1 X 25'w I I 5ci PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W Z -7 LT Lirodendron tulipifera Tulip Tree 2" GAL. B45 60'H X 40'W 111 23 SS Syringo 'Sensation' Sensation Lilac #5 10'H X 6w + 8 PA Plotonus x acerifolia 'Bloodgood' Bloodgood London Plonetree 2" GAL. B8B 50'H X 40'w III 56 wF Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W c 14 TT Tilia tomentosa 'Sterlin ' Sterlinq Linden 2" GAL. BdB 45'H X 35'w 11 PERENNIALS/ORNAMENTAL GRASSES W MLLI in CONIFEROUS TREES N " ° 186 GA Galamagrostis x ocutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W .° z N a 31 PG Picea glauca 'densata' Black Hills Spruce 6' - -7' H6T. 40'H X I5'W 62 DG Delosperma cooperi Hardy Ice Plant #1 I'H X 2'W � _ co W ° 13 PP Picea pungens Hoopsii Hoops Blue Spruce 6 - H6T. 50'H X 15'W 184 EP Echinacea purpurea Purple Goneflower #1 3'H X 2 W a c ,E a o �` g z 2G PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6' - �' H6T. 30'H X IS'W 115 HS Hemerocallis x 'Stella de Oro Stella de Oro Dwarf Daylily #I 2'H X 2'W o o o O 0 NN L a O AREA 7 FIN Pinus ni ro Austrian Pine 6 - 7 H&T. 50'H X 50'VA 3q7 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3 W 0 a� a .J � Y c� p TWO 150 PA Pennisetum olo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'w 0 ° N o s a i N o � o ORNAMENTAL FLOWERING TREES 9 z 0) o m ° 3 [u a a 27 GG Gercis canadensis Eastern Redbud 2" GAL. BBB 25'H X 20' w 1 0 J W 0 S J � t (9 m 4 0r • • • • • • 3 � a co C9 T AREA MAP Cl MX Magnolia x sou langeana Saucer Magnolia 2" GAL. B&B 30'H X 25' W I _ q)o 1 13 MS Malus 'Spring Snow' Spring Snow Grobapple 2" GAL. B&B 25'H X 25' W 1 - Z 7 PG Prunus cerasifera 'Thundercloud' Thunder Gloud Plum 2" GAL. B$B 25'H X 25' W I L N 500 0 500 1000 1500 w w SCALE: I"= 500'-0" m W Q 0 \ / a 18 / ° U MATCHLINE - SEE SHEET L1.4 K — 1r — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o MATC`/ - SEE SHEET L1.2 LANDSCAPE LEGEND z 1 w U II W 0 16 1 PLANTS TO BE INSTALLED w 1 w BLOCK 4 Z 17 �00 EXISTING PLANTS TO REMAIN Copyright CO 2020 Lu z All rights reserved. Reproduction or use in any form ° NN or by any means without written permission of 2 Rreckon Land Design,Inc.is unlawful and subject to 0 — — — GUT EDGE AS DETAILED criminal prosecution. 10 Lu J �PIRR I 6' VINYL FENGIN6 a 6' WROUGHT IRON FENGIN6 0 z W 1O' AGHD SEEPAGE BED EASEMENT Lu VISION TRIANGLE Lu coUJ — — 1 PROPERTY LINE (VERIFY) 0 W BERM O o H 8 QUANTITY O PM PLANT SYMBOL Q J �_ W W ALu + N Lu10 FRR + + + + 1 LA TERA +++++++++++ TURF SOD OVER APPROVED 0 < O w 11 �� +++++++++++ TOPSOIL W 0. 10 co NN LANDSGAPE MULCH BY OWNER ()C) Ir NN G OVER APPROVED TOPSOIL OR APPROVED EQUAL W • � IN I N I J 1 J a 13 DRY LAND SEED MIX AS CD 17 PO PA • SPECIFIED SEE SHEET L1.7 ~ W Lu~ GSA 04 cv M -T- O C) < o W W MS ` 2 11 • TYPICAL. SEE DETAIL SHEET LI.a O �® BOULDERS, 2'-4' DIAMETER ° ®� C�c) cCf) CC/) 14 /+++. 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UJ + + + + + + + + + + + + + + + + + + + + + + + + + + + + P6 + + + + + + + + + + + + + + + + + + + + + + .. �!► + + + ( \+ + 10 + + + + + + o + + + + + + + + + + + + (+ + + ( + + + + + + + + + + + + + + + + + + + + + + + + + . ` + + + + +` + + + + -+-+ + + + + +.. + + + + + + + + + + + + + 3 6'-O" VINYL FENGIN6 O UJ + 8 � + + + + + + + + \+ + + * + + + + + + + + + + + + + + + + + + + + + + + + + + + i- + + + + + + + + + P 6 + + rt + + + + + + + + + + (�. . + + + + + + Q + + + + + + + + + + + + + + +--+ + + \ + ( + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O + + + + + + + + + + Z E + + + ) o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3 + + + + + + + + + + + + + + + + 11 + ,+ + + + + + + + (+t�+ + 4 6'-0" WROUGHT IRON FENGIN6 + + + 05 + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LT + + + + + + + + + + + + + + +--+ + + + + + + --+ + + + + + + + 4 + + T- + +-+ (� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + rj SEEPAGE BED, SEE GI V I L PLANS w IN 1 G 6 10' SEEPAGE BED EASEMENT - DO NOT PLANTS TREES > Q � 1 lea WITHIN 10' EASEMENT 7 SAVE AND PROTECT EXISTING TREES) 2-2'MET/L I 1 QWnTER CA9NG5 J ^ EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP e°W°FF °"°T'°"s'°" DE�I"EAT°R5 I g 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, BOULDERS V) 9 TOT LOT WITH PIGNIG TABLES, BENGHES ADA PIGNIG 0 E. LAKE HAZEL RD. TABLE, SEE SHEET LI.a FOR AMENITY DETAILS z 10 PROPOSED 10' REGIONAL PATHWAY o \ 11 SAVE AND PROTECT EXISTING FARR LATERAL Wco z W d 3 00a O OHP OHP OHP OHP OHP OHP OHP OHP 12 SAVE AND PROTECT EXISTING BRIDGE Wmac°o: 5' WIDE MICRO PATHWAY �� " o Z e�x Co it t G� No�ag2z 1 13 CIO �a�Q�WW �Zo �g z C O T LANDSCAPE PLAN — AREA TWO REVISIONS U N 50 0 50 60 CIONo. Date Description U SCALE: I"= 30'-0" Q v PROJECT NO.: 19048 (n B DRAWN BY: z TC O-0 CHECKED BY: JB U DATE: 00 07/09/2020 O o Orn SHEET NUMBER O o T AN 0 L1.2 0- I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 °°000�oa 0000f ° zzPLANT SCHEDULE ° � oo 00000 oG° o�1B °°° -- - QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS PRELIMI ARY DECIDUOUS SHADE TREES SHRUBS LANDSCAPE LEGEND NOT FOR CONSTRUCTION 44 AG Acer platanoides Grimson King Grimson King Maple 2 GAL. B8B 45H X 40W II 61 CIS Gornus olbo Boilhalo' Ivory Halo Dogwood #5 5H X 5W �- 3q AP Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. BSB 50'H X 50'W II 125 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W °o% Z I I �� I I I I ° SCA �000 14 FS Fagus sylvatica Riversii Rivers Purple Beech 2 GAL. BdB 50 H X 30 W II 55 MA Mahonia ac�uifolium Gompactum Compact Oregon Grape #2 3 H X 4 W °00000aooc0000 moo �- — 15 FIR Froxinus pennsylvonico 'Gimmzam' Gimmoron Ash 2" GAL. BifB 50'H X 30'W II 40 PO Physocarpus opulifolius 'Monlo' Diabolo Ninebark #5 8'H X 8'W PLANTS TO BE INSTALLED 0 16 6T bleditsia triacanthos Honey Locust 2" GAL. BdB 35'H X 25'W II 5q PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W00 z 7 LT Lirodendron tulipifera Tulip Tree 2" GAL. BifB 60'H X 40'W 111 23 SS Syringa 'Sensation' Sensation Lilac #5 1OH X 6'W 0 8 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. BdB 50'H X 40'W III 56 WF Wei eta florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W � EXISTING PLANTS TO REMAIN ___ -=+s� 14 TT Tilio tomentosa 'Sterlin ' Sterlin Linden 2" GAL. BffB 45'H X 35'W II w PERENNIALS/ORNAMENTAL GRASSES M AREA CONIFEROUS TREES — — — — — — — — — — GUT EDGE AS DETAILED o 0 N THREE ' iy 186 GA Golomogrostis x ocutiflora Karl Foerster Foerster's Feather Reed Grass #I 5 H X 2 W J 31 P6 Picea glouca 'densato' Black Hills Spruce 6' - 7' HGT. 40'H X 15'W 62 DG Delosperma cooperi Hardy Ice Plant #1 I'H X 2'W 4 � 0 ° 6' VINYL FENGIN6 a a N 0 °J 13 PP Picea pungens Hoopsii Hoops Blue Spruce 6 - 7' H6T. 30'H X 15'W 184 EP Echinocea purpurea Purple Goneflower #I 3 H X 2 W 4 IMs E � = a n � 0 w I 1 I I ' ' I IL L a E � m � .• N (D W 2q PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6 - 7 HGT. 30 H X 15 W 115 HS Hemerocallis x Stella de Oro Stella de Oro Dwarf Daylily #1 2 H X 2 W o 5 a m I _ I ' ' ' W W 0 0 0 � 0 r, i CD 7 PN Pinus ni ra Austrian Pine 6 7' HGT. 50 H X 30'W 3q7 LA Lavandula angustifolia Hidcote Blue English Lavender #I 3 H X 3 W CO 6' WROUGHT IRON FENCING a U Y N L 0 150 PA Pennisetum olo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W 0 O 0 0 i 0 N 0 � o W In .7 a ORNAMENTAL FLOWERING TREE - - - - - - - - - 10' AGHD SEEPAGE BED EASEMENT > Z N a 9 z O N 27 GG Gercis canadensis Eastern Redbud 2" GAL. Bff B 25'H X 20' W 1 J W cs s J T t CICOD CD C � � � � VISION TRIANGLE 3 " a `� Lu q MX Magnolia x soulangeana Saucer Magnolia 2" GAL. BItB 30H X 25 W I LL T AREA MAP 13 MS Malus 'Spring Snow' Spring Snow Crabapple 2" GAL. BffB 25'H X 25' W I — — - • • - 7 PG Prunus cerasifera 'Thundercloud' Thunder Gloud Plum 2" GAL. BBB 25'H X 25' W I PROPERTY LINE (VERIFY) L N 500 0 500 1000 1500 W BERMLu ■ SCALE: I"= 500'-0" 8 QUANTITY m PM PLANT SYMBOL , MATCHLINE - SEE SHEET L1 .5 z + + + + + + + + + + + �I + + + + + TURF SOD OVER APPROVED I MATCHLINE - SEE S H E ET L 1 .3 +++++++++++ TOPSOIL I II Q z K + + + + + + + + + + + + + + + + + + + 1 + + + o �+ + + + + + +++v` + + + + + + + + + f++> + + + + + + + + + +�� + + + + + + + + + + + + + + + + + 1 t I + LANDSCAPE MULCH BY OWNER 0 + + + + + + + + + + + J+ + + + + + +� + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + OVER APPROVED TOPSOIL OR ' + + + ' + 4 + J F + + + APPROVED EQUAL 1 w + + U W EP = + 1 - - - - - - - - — - - - - - - - - — - - - - 1 10 + --+ -- -- - + 1 I « C 3 + ——— —— — — — DRY LAND SEED MIX AS w p G + AG 4 GG `.. + + + SPEG I F I ED SEE SHEET L I.7 Z END 3 , 3 START AP END 3 w + + + Copyright c�2020 z o o o 2 All rights reserved. Reproduction or use in any form 0 + + or by any means without written permission of W BOULDERS, 2'-4' DIAMETER Rreckon Land Design,Inc.is unlawful and subject to 0 I I I I �" / + + �� TYPICAL. SEE DETAIL SHEET Ll.q criminal prosecution. w .I„ r + Lu GG + + + PA GG I I I I PM I+ + �+ Q 0 wlr_ + X e F + + + + + A: + + + + CALLOUT LEGEND Lu + + 5 + + + + 3 «` + � + � + 6T 1 40'-0" VISION TRIANGLE a W `«Ili :'.�� I I I I WF + + + 2 PRESSURE IRRI6ATION PUMP STATION. SEE CIVIL W Z �} + C + + I I I I l0 _ + + + + + SHEETS. I"I I + z + Lu + G + + +l rr 3 6'-0" VINYL FENGIN6 W & ° d 6 + + + 4 6'-0" WROUGHT IRON FENGIN6 Q w W + W AG I + + ° 6 + + + + + + + , o 12 + DG + + + 5 SEEPAGE BED, SEE CIVIL PLANS N w U HP 0 I I I I 6 I + + + + + , 6 10' SEEPAGE BED EASEMENT - DO NOT PLANTS TREES Lu BLOCK 1 I I I I I HS WITHIN 10 EASEMENT O z I O + 3 + + + + 7 SAVE AND PROTECT EXISTING TREE(S) c 3 MS Ico 10 I PF .". 1 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, BOULDERS W 32 PA ° + 7 MS BLOCK 4 * + + + �+ 8 pp G LA + + LA q 13 + + + 9 TOT LOT WITH PIGNIG TABLES, BENCHES ADA PIGNIG W IS + + 6 HP 2 I I 4 I 5 I 6 I�"` + + + + + TABLE, SEE SHEET LIA FOR AMENITY DETAILS O Q 12 `+ + WF x l0 - + + � 1O PROPOSED 10' REGIONAL PATHWAY EPlb ,« 4 LA "F + / END 4 P6 A a'� GA «Y` + ;«I,,, 11 SAVE AND PROTECT EXISTING FARR LATERAL Q START wl,, { :'•` P6 ` + 12 SAVE AND PROTECT EXISTING BRIDGE ° O x A + 10 I I N r I 7 GA .1,.;« 13 5 WIDE MICRO PATHWAY W .. 0 F 0 I START ' q LA I I J I 3 PM « ; ` O Z N O _ � 4 3 3 8 l 4 •' CA 14 START 10 3 G 3 HP GA � 7 PN PO O HP { tS ) 3 5 LA 3 .1 PM + LU < PA PO G PA — � � PG « 5A / p W U + + + + + + + + �/ + + + + + + — + 3 + + + + + + + + " � E � \� I � — � 5 00 'O O _ 3 I + + I / EP MS 1O I + + + + + + + 3 + HS + + 6 + + + 5 + + + + + G 3 + + + + + +� + + c / \t + + + + + 1 + LA PA + + + + + + + + SS + 6 + + + + + + HP + + + + + + + + + + + + +� + + + ` V roe +\+ �+ ' TT + 6 + + + + + + + + + PA + WF + + + + + SS + + + + + + WF I + + + + + + + + J+ + + / M / + + + + + WF + + + + + + + + + + + + 3 + + + + + + + + + + + + + + + + + 6T + + + + + + + + + / v \ \ r + ' + + + +'+ + + + + + + + + + + + + + + + + + + + + MS + + + + + + + + + + + + + + + + + + 8 + + + 2 + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LA + + + + + + J J OF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6T + 7 + 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + HS WF I— °' 1 °F + 1 J+ (}CX 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 W W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , PO • + +/+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � 6, \ + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 3 / (_ (= Z T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PF F US + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . . . + + / W W + + + + + + + + + + + + 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + = 14 W W + + + + + + + + + + + + + LT + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -fz + 0 HS v, co + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 V J V J �•W�W d FG \ I \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O \ \ 1 1 ? p p 0 p W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / .3Q 2,LOU • O + + . . . . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + W W �� +Qi! WmQU. O� +� U. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 zIx ,, 0 + + + + + + + l+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ _ �z �4mm / QOQ�WW + + + + + + +` + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + / J J ��/ ma$�Qom Ir -C FG 2 =� -I q z Z LU z C , + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / U U O �� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 1 �z>.W g O c / + + + + + + + + + + + + + + + + + + + + + + + + + + + + PO 0 + + + + + + + . .... + + + + + + + + + + AC + + + + + + + + + + 3 REVISIONS + + + + + l+ + + + + + + + + + + + + + + + + + + + • + + + + + +. + + + + + + + + + + + + + + + + + + + + + 3 No. Date Description E� 11 7 + + + + + + + + + + + + + + + + + + + + + (� + I O i + + + + + + + + + + + + + + + + �+ + + + + + + + \�+ + + + + + + + + + + + + +` � + + + + + + 8 / D Q + F� -6. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 / EG �t + + + + + + + + + + + + + + LA + + + + + + + + + + + + PROJECT NO.: + I FG ��+ + + + + + + + x 1 19048 � + . .. . + + + + + + GG C _r B + I F,q + + + + `- DRAWN BY: z �q TEQ ,+ + + + TC + + IjgC 4 / CHECKED BY: O C_ + + 3 U + + AP WF / JIB U + + 4 DATE: 00 `+ MATCHLINE - SEE SHEET L 1 .3 11 EP k 07/09/2020 O O + +� + + MATCHLINE - SEE SHEET L1 . 1 SHEET NUMBER O A T LANDSCAPE PLAN — AREA THREE L1.3 o N 20 0 20 40 60 C� ■ i SCALE: I"= 20'-0" 1 2 1 3 14 5 1 6 1 7 1 8 19 10 1 11 1 12 1 13 1 14 1 15 1 16 PLANT SCHEDULE °°°°°°°°°°°°°°°°°° �O O F I °Oo -- - OTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS OTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS � ° DECIDUOUS SHADE TREES SHRUBS PRELIMINARY 44 AG Acer platanoides 'Grimson King' Grimson King Maple 2" GAL. B8B 45'H X 40'W II 61 GS Gornus alba `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W NOT FOR W �- ++ 3q AP Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. BdB 50'H X 50'W II 123 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W g CONSTRUCTION + ° � ' , w �- 7 14 FS Fagus sylvatica Riversii Rivers Purple Beech 2 GAL. B&B 50'H X 30 W II 55 MA Mahonia ac�uifolium Gompactum Compact Oregon Grape #2 3 H X 4 W �- — 0 15 FR Froxinus pennsylvanica 'Cimmzam' Gimmaron Ash 2" GAL. BBB 50'H X 30'W II 40 PO Physocarpus opulifolius 'Monlo' Diabolo Ninebark #5 8'H X 8'W 16 GT 6leditsia triacanthos Honey Locust 2" GAL. B$B 35'H X 25'W 11 5q PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W °0p°�o 000 7 LT Lirodendron tulipifero Tulip Tree 2" GAL. BSB 60'1-1 X 40'W III 23 SS Syringo 'Sensation' Sensation Lilac #5 10'H X 6'W ° + 8 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. BffB 50'H X 40'W III 56 WF Wei ela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W Z 0 14 TT Tilia tomentoso 'Sterlin ' Sterlin Linden 2" GAL. BdB 45'H X 35'W II AREA \ PERENNIALS/ORNAMENTAL GRASSES W CONIFEROUS TREES 186 GA Galamagrostis x ocutifloro 'Karl Foerster' Foerster's Feather Reed Grass #1 51-1 X 2'W M 31 PG Picea glauca 'densato' Black Hills Spruce 6 - 7' 1-16T. 40'H X 15'W 62 DG Delosperma cooperi Hardy Ice Plant #1 I'H X 2'W o in z 13 PP Picea pungens Hoopsii Hoops Blue Spruce 6 - 7 1-16T. 30'H X 15'W 184 EP Echinacea purpurea Purple Goneflower #I 3 H X 2 W pCIO 6 o 2q PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6' - 7' H6T. 30'H X 15'W 115 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W 0 � ° o 7 PN Pinus ni ra Austrian Pine 6' - 7' H6T. 50'H X 30'W 3q7 LA Lovandulo angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W O ° L �_ a z ° w 0 L a E - o CD u m W ORNAMENTAL FLOWERING TREES 150 PA Pennisetum alo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W C> a m E � s 0 cb a w turn o w nN oC 0 o — a ' 27 GG Gercis canadensis Eastern Redbud 2" GAL. Bff B 25'H X 20' W I W w - L 9 z j -O o m.m-a 3 (U Z a a + q MX Magnolia x soulangeona Saucer Magnolia 2" GAL. BBB 30'H X 25' W I -J W cs s J >, t coco o T AREA MAP ' ' ' ' ' ' � � a 0 15 MS Molus Spring Snow Spring Snow Grabapple 2 GAL. BffB 25H X 25' W I w 7 PG Prunus cerasifera 'Thundercloud' Thunder Cloud Plum 2" GAL. BffB 25'H X 25' W I � _ � � a N 500 O 500 1000 1500 L ■ SCALE: I"= 500'-0" W 1 m MATCHLINE - SEE SHEET L1.6/ MATCHLINE - SEE SHEET 1-1;4 ♦ ♦ LANDSCAPE LEGEND z + + + + + + + - + + + + + + ` o + + + + + + + + PLANTS TO BE INSTALLED a Aft 000 1 + 1 + + + + + + + + + + + T + + + + + 3 + + + + + BEST + + + PM + + + + + ♦ EXISTING PLANTS TO REMAIN 0 K 1 + + + + + + + + + + + + + + + + + + + + + + 000 0 + + + + ��+ + + 3 END \ + +++ ♦ • ' z+ ++ +++ ++++ + + + GUT EDGE AS DETAILED + + + + + 10 + + + + + + + + + + + + + ♦ 'I F + 1 + LA + + + + ♦ 6' VINYL FENGIN610 + 6T +++++ 10 / + ++++++ ♦ ♦ 6' WROUGHT IRON FENGIN6 Y 1 + +++++++++ . EP + + ++++ + + Q 1 +� +++ Lu ++t+�o B 6 / / 4 + +++++ + + ♦ ♦ 10' AGHD SEEPAGE BED EASEMENT Copyright 2020 + + + + + +° + + + + �}o° o All rights reserved. Reproduction or use in any form o w ++ 5 + + 4 / / C O o�°0foo-o° }+ ♦ `\\ VISION TRIANGLE or by any meansDesign, n,Inc.is unlewfula permission of x ° Breckon Land Design,Inc.is unlawful and subject to 0 + 8 ++ HP + + + + + ,1 DG + b ' 3 / rj ° ° ++�1++ — — PROPERTY LINE (VERIFY) criminal prosecution. Lu C/) + 3 Lu + CC / + + + + + O ++ ++ AG 3 / 4 / ` + +++ +++( ` BERM a 1 + + + + PM / 6 2 4 0 �+ ++++ / GT 8 QUANTITY Lu z 1 ++ +++ / 5 / / yy PM PLANT SYMBOL Lu + ++++ 3 START / START 4 + +++++ / / 4 I +++++++++++ w +++++++++++ TURF SOD OVER APPROVED z 7 / 3 END + + + + + TOPSOIL ° II EP PG + + + + + + z w H 1 1 I I 10 LA / / 8 BLOCK 6 / lO 1 5 / `u LANDSCAPE MULCH BY OWNER 0 O o — — — + + + + + + ++ Et, / 9 18 / / OVER APPROVED TOPSOIL OR = - - + + + + + + + + a LA 10 Nf-I+ + + + + + + + + - / / 17 1 / APPROVED EQUAL UJ < I o + + + + + + + + + +++ ` GA ` V w + )++++++++++++++++ +( ++ +� 3 / O ++++++++++ +++++ END n �A • DRY LAND SEED MIX AS � Q + Lu + + + + + + + �`I 1 +++ + 1 + + + + 3 <<EV 8 / SPEGIFIED SEE SHEET L1.7 M + + +++ LT ++++++++ MA ` PM / `, J LU 0 LL s 1 +++ ++++++++ 3 +++� /41 °° ° P/R END 4 _. W G GT +++ +++++ F + / 000°000000°0o R 4 START� BOULDERS, 2'-4' DIAMETER 1 ++++ + BLOCK 5 / o°00000 000°00°0°0°�°° ° o / TYPICAL. SEE DETAIL SHEET Ll.q w Q ++ +++++ LA ++ 2 °°0000000��000000 5 000�°0°0 8 <Ce O C ' N + + + PO + I / / ° ° 0°0-,:o00o P O + + + + + 0 0o p rn = ' 1 + 1 + + + 3 3 / I 13 / CD ++ GG +++++o. GA l PO CALLOUT LEGEND Q z N ' +++ M ++ 6 / 4 / Cl) + + = 0 Q o �1+ 1+ H START / / 5 // START 4 p / 1 40'-0" VISION TRIANGLE + + / "' } \ 2 PRESSURE IRRIGATION PUMP STATION. SEE CIVIL F oN ++ 3 +++ 3 / / 6 / 32 4 SHEETS. .. 04 + 6T +++++ / / 7 PM LA END"' / 3 6'-0" VINYL FENGIN6 w z + + 5 Q w N + + + 4 6'-O" WROUGHT IRON FENGIN6 5 + + + + / G DG + + + + / 0 ++++ + ++++r+ + + / PA / 5 SEEPAGE BED, SEE CIVIL PLANS + + + + + + / 10' SEEPAGE BED EASEMENT - DO NOT PLANTS TREES TART +++ + + ++ + + / 6 / 6 WITHIN 10' EASEMENT w + + + + + + v c + + + + ++ ++ + +� SS 7 SAVE AND PROTECT EXISTING TREE(S) Q O w ^ o +++ + + + + + + ++ + c� `J J 1 + 8 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, BOULDERS 3 `iv + + / / \ + + ++++ + + AP + +++ + 4 START 9 TOT LOT WITH PIGNIG TABLES, BENCHES ADA PIGNIG w CV z c / + + + V + + + O TABLE, SEE SHEET Ll.q FOR AMENITY DETAILS a� / + + + + + + + + \ + + + L + + Q / + + + { E I + + + + / v co + ++++ + + ++++ ++ + 13 / 1O PROPOSED 10' REGIONAL PATHWAY o + r— \ + + o°boo 0 + + + W 1 W ` 000000000 00- 1 ° 0°0$000 + 11 SAVE AND PROTECT EXISTING FARR LATERAL a� W W 00000p0 0 omo° o o = _ ` �00°000000°°00 040000 0 7 <C�Q 12 SAVE AND PROTECT EXISTING BRIDGE D co co / \ ° °00°000000000 0 a°roO�000aoo$ P P 1r] 5' WIDE MICRO PATHWAY 1W `LU / \ \o°0000°o o ° 0 O�i77 z ' vrJ 1 / ` ° °0000 0 ° °a0oo boo®p 00 �lkG W �-i--I / / ` 5 °°o°0 0 0°o °O°�o o 00000°° O �° IN 0:LLj J 1 J / / / ° 00o000 + + _ W ti WIn ado_ cr / � "�°,�gz� 14 mQC�;CWW 555 z 0 1 / 15 REVISIONS No. Date Description / 12 / 18 U / MATCHLINE - SEE SHEET L1.4 / 13 , MATCHLINE - SEE SHEET L1.2 PROJECT NO.: B 19048 (n DRAWN BY: z TC O-0 CHECKED BY: JB U DATE: co 07/09/2020 O o Orn SHEET NUMBER O A T LANDSCAPE PLAN — AREA FOUR T N 30 O 30 60 q0 L1.4 o 0 SCALE: I"= 30'-0" I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 °°°ooao 0000000G I ,o° 0�• �g,1T z g��o -- - PLANT SCHEDULE ' ' 1 i PRELIMINARY r I NOT FOR _ QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS CONSTRUCTION I' + DECIDUOUS SHADE TREES �- 44 AG Acer platanoides 'Crimson King' Crimson King Maple 2" GAL. B4B 45'H X 40'W II 1 oGU°o�0000 °°o AREA _ ++ 3q AP Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. B4B 50'H X 50'W II — — + o FIVE_ * 14 FS Fagus sylvotico 'Riversii' Rivers Purple Beech 2" GAL. B4B 50'H X 30'W II ++ ++ Z 15 FR Froxinus pennsylvanica 'Gimmzom' Gimmaron Ash 2" GAL. B8B 50'H X 30'W II I 13 + +� + ° 16 6T 6leditsio trioconthos Honey Locust 2" GAL. B4B 35'H X 25'W II * * w \ 7 LT Lirodendron tulipifero Tulip Tree 2" GAL. B8B 60'H X 40'W III + w M + 8 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. B4B 50'H X 40'W III 0 0 1 .. .w .w .. .w .. .w .. .w .w .w .w .. .w .. c, N 14 TT Tilia tomentosa Sterlin Sterlin Linden 2 GAL. B4B 45H X 35W -- Q 0 1 \ c I I x�x—x--x� r .s c N cn a CONIFEROUS TREES 3 END I M G8 3 + 1 \\\ �s E a C1J ' o o U zz U N W WA F �+ N 'C C 1, O w PG + �4 L 0.— � � S rD (g C. m w 0 ia�q� 31 P6 Picea glauca 'densata' Black Hills Spruce 6' _ 7' H6T. 40'H X 15'W START +++ o o O 0 L a w 15 PP Picea un ens 'Hoops!!' Hoo s Blue Spruce 6 7' H6T. 30 H X 15 W + + a 0 a Y c: 0 p g p P p s m � ° 2q PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6' - 7' H6T. 30'H X 15'W BLOCK 9 n + + ++++ w N ° s a ) o N z = ° 7 PN Pinus ni ra Austrian Pine 6 - 7 H6T. 50 H X 30 W + + + 5 -O o m.m-O 3 N iu - a ORNAMENTAL FLOWERING TREES 14 + + + J W U = J t AREA MAP I +++ +*+* • • • • • _ a LL T + + ° 27 GG Cercis canadensis Eastern Redbud 2" GAL. BBB 25'H X 20' W I +++ + o Z 500 0 500 1000 1500 * Cl MX Magnolia x soulangeana Saucer Magnolia 2" GAL. B4B 30'H X 25' W 1 *+ 1 ti w L 13 MS Malus 'Spring Snow' Spring Snow Crabapple 2" GAL. BBB 25'H X 25' W I + + o • 7 PG Prunus cerasifera 'Thundercloud' Thunder Cloud Plum 2" GAL. B 4 B 25'H X 25' W I + J 1 J t+ SCALE: I = 500-O" + m + W W * + + QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS I +� co c ++ T z SHRUBS I ++ w w ++ 61 GS Gornus olba `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W + U) 1 C/) ++ I o 123 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W 55 MA Mahonio actuifolium 'Gompoctum' Compact Oregon Grape #2 3'H X 4'W 15 ++ z 1 z ++ I a 40 PO Physocarpus opulifolius 'Monlo' Diabolo Ninebark #5 b'H X b'W +* J V z K 5q PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W ++ _ ++ o 23 SS Syringa 'Sensation' Sensation Lilac #5 1O H X 6'W I + U * Z 56 WF Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W I ++ ¢ Q + ' w PERENNIALS/ORNAMENTAL GRASSES 10 + ++ 1b6 GA Galamagrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W — — — — ++ 1 ++ 'I ° 62 DG Delosperma cooperi Hardy Ice Plant #1 I'H X 2'W I 1 I w 154 EP Echinacea purpureo Purple Goneflower #1 3'H X 2'W a I -+ ++ z 115 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W o + + 3q7 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W O I ++ ++ Copyright 2020 Z + All rights reserved. Reproduction or use in any form o 150 PA Pennisetum alo ecuroides Hameln Dwarf Fountain Grass #1 3H X 3W 0 + or by any meanswaoutwratenpermissionof 1 G +* +* Breckon Land Design,Inc.is unlawful and subject to 0 J V + criminal prosecution. I w + a + 1 + w + + + + z + 1 + + / K + 1 O + + z w + Y Q I + + K + + oo W + z Z LANDSCAPE LEGEND CALLOUT LEGEND I ++ Lu UJ + 1 + I Z 1 40'-0" VISION TRIANGLE + + W ° + Q I w 1 * o I..I PLANTS TO BE INSTALLED ++ ++ 2 PRESSURE IRRIGATION PUMP STATION. SEE CIVIL 17 I O > + + Q Lu SHEETS. I ++ � +* c w C)00EXISTING PLANTS TO REMAIN 3 6'-O" VINYL FENGIN6 * `f' * W LL 10 + o + N ° 4 6'-0" WROU6HT IRON FENGIN6 + (� w — — — — — — — — — — GUT E06E AS DETAILED +++ Clj •• I O + 1 w ^ ^ 6' VINYL FENGIN6 rj SEEPAGE BED, SEE CIVIL PLANS — — — — I +�+ + z 1 + 6' WROUGHT IRON FENGIN6 6 10' SEEPAGE BED EASEMENT - DO NOT PLANTS TREES I ++ ++ co WITHIN 10' EASEMENT I + + M + n 0�.J 10' AGHD SEEPAGE BED EASEMENT 7 SAVE AND PROTECT EXISTING TREE(S) I t`•. + I� � + W + + VISION TRIANGLE 8 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, BOULDERS 18 + + + + + I N + 1 + PROPERTY LINE (VERIFY) + + + 9 TOT LOT WITH PICNIC TABLES, BENCHES ADA PIGNIG I +++ 1 ++ CD BERM TABLE, SEE SHEET LIA FOR AMENITY DETAILS I z Q + + + / QUANTITY — — — + Q 1O PROPOSED 10' REGIONAL PATHWAY — Q ` o PM PLANT SYMBOL +:+ ++ 11 SAVE AND PROTECT EXISTING FARR LATERAL I +( + + W F N + + + + + + +++ 1 ++ I � � + + + + + TURF SOD OVER APPROVED 12 SAVE AND PROTECT EXISTING BRIDGE + + + + + + + + , W Z oN +++++++++++ TOPSOIL 19 I + 1 + / 13 5' WIDE MICRO PATHWAY I + + Q CI W N CC + CC I + + LANDSCAPE MULCH BY OWNER +*+ ++ Fs Q 11++ OVER APPROVED TOPSOIL OR I + + ( Q Q APPROVED EQUAL — — ■ I �• ~' ~Lu ++ W 0 DRY LAND SEED MIX AS + +++ w1w + I OpWCD SPECIFIED SEE SHEET L1.7 + W W ++ EN E , 20 + + w w + z 0 CONSTRUCT 2" EARTH w. I +++ + ^ ' BERM AT EDGE OF BOULDERS, 2'-4' DIAMETER ROOTBALL, FILL TREE TYPICAL. SEE DETAIL SHEET LIA +++ Z_ Z ++ T + 1 .+ . ' ° RING WITH MULCH, AS I J J s ' + SPECIFIED. _— === IR === = - PIRR 0 0 < FINISH I �+ � � Dc s Q Q G ^� GRADE 3" THICK MULCH I + + � � cc v J _ LAYER, KEEP MULCH 3" + + `o SLOPE PER AWAY FROM TRUNK. — — — — — — — — — — — I +++ 'R DPLANS ++ +++ + + V II IIIII BAGKFILL MULGH TO ++ + + 21 +++ 1 MATCHLINE - SE z =III=III z TOP OF EARTH DAM. +* s +++ *+ ++ AG +++ I +++ w + I * * MATCHLINE - SE ti o /�A��A%A SLOPE PER �, 0 V)�-` /ice%��%��/ /�A//�A //�A/ �A //�A//�A \//�A//�A/j-',rffz Ld PLANS I I Q +++ — — — — — — — — +++ o ++ o y W 2 Q C.) /�/�/ /�/ / /�/� /�/ cc + y W C O _ — + + + + 2W��ZC1• V:::::JII II U * * * 1 + 1 * * �/� �50gQ:L,u, - FINISH BLOCK + + + + + " ��m�Y� Q = = I = - GRADE Q + + + + + + � ma$NQom - III III III III III III - SIDES OF HOLE ROUGH 1 1 i +++ I I BLOCK 9 1 + + ++ a g;W z C -III-1 —I 11=III—III=1 I- II UNEVEN POOL BUILDING +++ +++ ++ ++++ ++ az;W g O III Ti ITI COMMON LOT, INFINITY EDGE POOL, I +++ 24 22 I +++ + ++ ++ o WIDTH WIDTH WIDTH WIDTH WIDT BAGKFILL WITH I AND PARKING LOT, TO BE A PART OF A SEPARATE I I I + + + + _ OF BALL OF BALL OF BALL OF BALL OF BALL APPROVED TOPSOIL + + + + + + REVISIONS 5' MIN. DIA. AND SOIL AMENDMENTS I CERTIFICATE OF ZONING COMPLIANCE SUBMITTAL + +++ Fs ++ ++ I ++ No. Date Description TREE RING AS SPECIFIED. � 1* 3 s a le END +:+ + 6T ++ + —�+ PF LA b I I GS 8 • + + + Q SET ROOTBALL ON NATIVE, UNDISTURBED o 000000000000 ++ START 55 G P EP 3 +`�+ 1 ++ +++++ NOTES. SOIL WHERE APPLICABLE. o 0 0 0 0 0 x Q 1 + + + +1 1. SEE DECIDUOUS AND/OR GONIFEROUS TREE PLANTING DETAILS FOR ADDITIONAL ' ++ + + �' ( +3 — +++ ++ ++ INFORMATION. + + + + + + + + + �+++ + + + + + + + + + + + + + + + + + + + ++ Hs + PROJECT NO.: + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 * DG + 19048 (n 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE — — — — — — — — — + + +-� + r+ �+ +� �+ + + CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARGHITEGT BEFORE PROGEEDIN6. \ B + + + + + + + +( + + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + + + + + (/� + 3 DRAWN BY: 3. LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. + + + + + + + +�'+ + + + + + + + +�+ + + + + + + +-+ + + +�+ + + + + + + + + + + + + + + + + + + + + + +�+ + T . + + + + + + + + + + + + + + + TC C) 4. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. ENSURE EARTH DAM DOES NOT LEAK 1 + + + + -0 OR ERODE AND REPAIR AS REQUIRED. 4 +++++ CHECKED BY: AP I I 1 J6 U TREE PLANTING ON I E. No "AlAG + ++++ ° " MATCHLINE - SEE SHEET L1.5 * * DATE: + + + o 07/09/2020 0 1 NOT TO s�A�E MATCHLINE - SEE SHEET L1.3 + + + BERM OR SLOPE 1 I o SHEET NUMBER O A LANDSCAPE PLAN - AREA FIVE T U IN0 30 60 CIO L1.5 0 SCALE: I"= 50'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLANT SCHEDULE °° ❑❑ °°°°°° �O O _ QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS �zzZ 80 DECIDUOUS SHADE TREES SHRUBS PRELIMINARY MEMO 44 AG Acer platanoides 'Grimson King' Grimson King Maple 2" GAL. BdB 45'H X 40'W II 61 GS Gornus alba `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W Q NOT FOR ++ 3ci AP Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. B&B 50'H X 50'W II 123 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W (� 0 j + 14 FS Fagus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II 55 MA Mahonia oquifolium 'Gompactum' Compact Oregon Grape #2 3'H X 4'W CONSTRUCTION �j W T , " I ' I � � � ° �y''O Z + IS FR Fraxinus pennsylvanica Gimmzam Gimmaron Ash 2 GAL. Bff B 50 H X 30 W 11 40 PO Physocarpus opulifolius Monlo Diabolo Ninebark #5 8 H X 8 W o° boo 16 6T 6leditsia triaconthos Honey Locust 2" GAL. B$B 35'H X 25'W II 5ci PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W °O SCA o °° , 00 0 AREA 7 LT Lirodendron tuli ifera Tulip Tree 2" GAL. BffB 60'H X 40'W III 23 SS S rin a 'Sensation' Sensation Lilac #5 1O'H X 6'W °OO❑❑❑000vo SIX + p p y g > / 8 PA Platanus x acerifolia Bloodgood Bloodgood London Planetree 2 GAL. BdB 50 H X 40 W III 56 WF Weigela florida Dark Horse Dark Horse Weigela #2 3 H X 3 W Z 14 TT Tillo tomentosa 'Sterlin ' Sterlin Linden 2" GAL. B$B 45'H X 35'W II o CONIFEROUS TREES PERENNIALS/ORNAMENTAL GRASSES w 186 GA Golomogrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed brass #1 5H X 2'W V o M �iu�q 51 P6 Picea glauca 'densato' Black Hi11s Spruce 6' - 7' H6T. 40'H X 15'W 62 DG Delosperma cooperi Hardy Ice Plant #1 I'H X 2'W o N o 15 PP Picea pungens 'Hoopsii' Hoop's Blue Spruce 6' - 7' H ur pp Purple 30'H X 15'W 1,54 EP Echinacea urea Pur le Goneflower #1 3 N'H X 2'W o z � a a � � 2q PF Pinus flexilis 'Vonderwolf' Vanderwolf Pine 6' - 7' H6T. 30'H X 15'W 115 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W 0 Ip o I 7 PIN Pinus ni ra Austrian Pine 6 - 7 1-16T. 50 H X 30 W 3q7 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3 H X 3 W Q �s E = a CU Is 3: 0 w U ORNAMENTAL FLOWERING TREES 150 PA Pennisetum alo ecuroides 'Hameln' Dwarf Fountain Grass #I 3'H X 3'W L w E : m CD D -o m � Q � E � CD � — W C W O O C o r, W L a w a� U Yc� O ' 27 GG Gercis canadensis Eastern Redbud 2" GAL. BBB 25'H X 20' W I 0 0 - rr • ` I i i W - .N O_ 9 0 `bj Z N OLL + Cl MX Magnolia x soulangeana Saucer Magnolia 2 GAL. B$B 30H X 25 W I >_ o w D 3 N o -a Z AREA MAP 13 MS Malus 'Spring Snow' Spring Snow Crabapple 2" GAL. BffB 25'H X 25' W I ; ;; ; ; ; 3 aCD 0 7 PG Prunus cerasifera 'Thundercloud' Thunder Gloud Plum 2" GAL. B$B 25'H X 25' IN 1 - w ■ _ ■ ■ N 500 0 500 1000 1500 L SCALE: I"= 500'-0" W m W + + + + + + — — — — — — + + + + + +�•+ + + I MATCHLINE - SEE SHEET L1 .7 + + + + + I I LANDSCAPE LEGEND U + + II. 0 z K + + + + + I MATCHLINE - SEE SHEET L 1 .6 + + + + + PLANTS TO BE INSTALLED + + 9 + + ' z + + + I + + + w10 + + + + + I 6 I + + + + + I 4 EXISTING PLANTS TO REMAIN 000 II + + I + + I o + + _+ + + — — — — — — — — — — GUT EDGE AS DETAILED w + + + I 1 4 I 6' VINYL FENGIN6 Lu z + _ FS — — — — — — — — 4 START O LA 5 + Copyright 2020 z + + + M 2 `� AP + + ^ ^ 6' WROUGHT IRON FENGIN6 All rights reserved. Reproduction or use in any form o 1^ I\ /}' PA or by any means without written permission of 2 + + J \ ' 2O 1 I + +tl I Breckon Land Design,Inc.is unlawful and subject to 0 J + y J PA GG + +i 10' AGHD SEEPAGE BED EASEMENT W criminal prosecution. rc + + J J + x + + + w + + + + + + + + + + — — — — — — — — + + + °C I I� I� I� I� I� VISION TRIANGLE + + w w + I 3 + + + + + �+4- + I — — PROPERTY LINE (VERIFY) z Lu + + HP . + + +- � _ �+ + + + +—� + a + + _ _ + I Q + � �/�+ + + + + + + + + + + + + � + BERM w + � + V 3 + + + + + + + + + + + + + + + + + + + BLOCK8 z + P6 + + + + + + + + + + + + + + + + I 8 QUANTITYLu + W W END 21 � K + + + + + + w w + 6 3 LA + + + + + + + + + + + + + + + + + +l+ +I + + � + I PM PLANT SYMBOL LLI o + + + U� � U� + O MA MS M Pg0 + I� + + + + + 7 + + + ++� + + + + + + Q + I + + + + + Z o H 4 4 12 + + + + + + + Z + 1 + + + + + + 10 + + + PA PO HP EP +{ + + + 9 O + + + + + + + I +++++++++++ TURF SOD OVER APPROVED O z + W W + 2 + + + O + J + + + + + + TOPSOIL Cl) Lu + + z z x PA + + + + LJJ + + + + + + + Q V o + + + + + + + + + o J J 5 �' + + `+ + + / + + + + + + + + + + LANDSCAPE MULCH BY OWNER Y IN + + + + + + + + + + + _ _ _ _ _ _ w r n �} + U U 3 ¢ + + + +� + + + + + + — — APPROVED OVER APPROVED TOPSOIL OR V, O rVn Q Q � Q G 1 + � � + + + + I + + + + + + + + + + + + + + CO LL + GC + + + + + + 'T + + + + + + + + + O + + + + + + + ' a + + / + +�+ I + + DRY LAND SEED MIX AS _J � F Ci + + + + �+ + + + + + + / SPECIFIED SEE SHEET L1.7 + + + + + + + + + + + + + + + p + / / � 1 END � � I N + + + + + + + + + + + + `E + BOULDERS, 2'-4' DIAMETER + + ' MATCHLINE - SEE SHEET L 1 .6 / + + + + +� + + + + AG + + + + 3 2 �� TYPICAL. SEE DETAIL SHEET LI A + + + �+ + �+ + + + + + + Q z Q I + + * I. I. I. I. I. + + + + + + + 6 CD < < + MATCHLINE - SEE SHEET L1 .4 + + + + + + + EP 0 + + I I ♦ + + + + + +� + + 5 If GG MS Q J HP PP CALLOUT LEGEND W F ♦ + + + , EP16 (D oN ` / ' 0 7 I I+ + _ . �"xkIII �� EP 1 40'-0" VISION TRIANGLE O HS _ — II►//� 3 1 PRESSURE IRRIGATION PUMP STATION. SEE CIVIL Q+ +— N — ` ' ♦ O + LA + HS + \+ + + + + + + ++ I _ \\ II/U M MS 2 SHEETS. T LANDSCAPE PLAN AREA SIX OlE r + + + + + + + + 8 3 6'-O" VINYL FENGIN6 N 20 0 20 40 60 ` 1 ♦ I ` \ LA Q Q Q + + + + + + +� + + + + + + ally + + +� + 4 6'-0" WROU6HT IRON FENGIN6 SCALE: I = 20'-0" ♦ ♦ + + + UJ + + + Q ` ♦ ♦ + + + + + + rj SEEPAGE BED, SEE CIVIL PLANS O UJ CD o ` 3 + + + + �+� + 6 10' SEEPAGE BED EASEMENT - DO NOT PLANTS TREES 0 Q ♦ 6T + + / WITHIN 10' EASEMENT I J ` ' + + + + + / + + 7 SAVE AND PROTECT EXISTING TREE(S) Z 4 -Jr W CV y� ,,, ` + + 8 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, BOULDERS Q L O � ��, ter / / TOT LOT WITH PIGNIG TABLES, BENCHES ADA PIGNIG ♦ ♦ / / TABLE, SEE SHEET LIA FOR AMENITY DETAILS 10 PROPOSED 10 REGIONAL PATHWAY U) 4 )> icy d 'R �- � 5 G •=� - r~ /%' �/� / ♦ ` 11 SAVE AND PROTECT EXISTING FARR LATERAL D ��y ♦ Z � 12 SAVE AND PROTECT EXISTING BRIDGE 13 �� 5' WIDE MICRO PATHWAY I�P^ 2 o �1v o `S� s N r LLIW v o� C J 'I`� i%a o QCOZ W! WmQitOZ OOP c�.rse� iiil*Q1I z�� 2 W C Z C 1• �S5 11 2 r i t1 C9 W t9 O Cg C — A) Jv ). �' REVISIONS VINYL FENCE P AT PROPERTY h No. Date Description LINE PER �,� �� ;'�cq�z�? �� REFER TO TURF GRASS PER PLANS PLANTER BED GUT < � , � PLANS 3� %g �,�t �_ ` PLANTIN6 PLAN. EDGE �Yr��h'i' '� ` ?� _ REFER TO PLAN. � �� t PROVIDE PROVIDE SMOOTH TURF GRASS PER - �9, �-err� � ,� � � r � �' ,, ' PROJECT NO.: TRANSITIONS TO •_�, PLANS )1 SMOOTH NEW AND EXISTING 5:1 MAX PROVIDE ;m TRANSITIONS TO CD B rn GRADES SLOPE = a SMOOTH — - j d 1�I—I� PROVIDE SMOOTH 3:I MAX � III I EXISTING 19048 0 ' TRANSITIONS TO TRANSITIONS TO SLOPE DRAWN BY: z em II—III III I 1II III 1 6RADEsPLANTER BED GUT - - - * 3:I MAX EXISTING NEW AND EXISTING 0 - -III _ 3:1 MAX TC O ° ED6E. III—III—III—III—III—III—III— — a SLOPE GRADES 6RADE5 —III—III—III—III—III—III—III—III— " SLOPE C '; CHECKED BY: 1-1 1—I 11=1 1 11 I—III—III-1 —I -A O —1 1=111=1 1 1=1 1=111=1 =111=1 1=1 r , — I1=1I1=1I -1 I I— JB > I—I I I I III—I 11=1 I III-1 11=1 I I, I I I I—III—III— I—I 11=1 11=1 I I—I I —I 11=1 11-1 I I, _ II—III—III—III III=III—III—III=1I4 —III=1I1=1I1=1I1- -1I1=III—III—III=1I _ = 3 TALL LANDSCAPE BERM —III —III=III DATE: 00 All I III III III 1 11�111—III-1 I I I 1 1—III;I III III - - - - I I I I 11111 I I I I 1�� 1 I - I i l l III-1 I I-1 I I III — III III III III III III 3 TALL LANDSGAPE BERM III III III III III III III III III II III III III III III IIII III 111 Ill III III III III III III III 07/09/2020 O 0 rn lO YZ BUFFER AREA WITH 15' WIDE BERM BUFFER AREA WITH 15' WIDE BERM SHEET NUMBER O A �I? A Scale: NTS B Scale: NTS 0 SECTION 1 SECTION 2 L1.6 I- 0- I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLANT SCHEDULE oo61 �� T z I D °O o A B o -- QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASSPRELIMINARY J--- DECIDUOUS SHADE TREES SHRUBS nAoT FOR _e AREA s= w +' ' 44 AG Acer platanoides 'Grimson King' Grimson King Maple 2" GAL. B 'H ffB 45 X 40'W II 61 GS Gornus olbo `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W CONSTRUCTION '-,,- SEVEN %' jI' /Gl/ + • • 3G AP Acer platanoides Deborah Deborah Norway Maple 2 GAL. BdB 50 H X 50 W 11 123 HP Hydrangea paniculata Jane Little Lime Hardy Hydrangea #2 4 H X 4 W °O1� boo° + 14 FS Fagus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. B4B 50'H X 30'W II 55 MA Mahonia ac�uifolium 'Gompactum' Compact Oregon Grape #2 3'H X 4'W °Oc° o0 -Al 15 FR Fraxinus pennsylvonica Glmmzam Gimmaron Ash 2 GAL. BdB 50 H X 30 W II 40 PO Physocarpus opulifolius Monlo Diabolo Ninebark #5 8 H X 8 W 16 6T 6ledit5io trioconthos Honey Locust 2" GAL. B4B 35'H X 25'W II 5G PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W �\ 7 LT Lirodendron tulipifera Tulip Tree 2" GAL. BdB 60'H X 40'W III 23 SS Syringo 'Sensation' Sensation Lilac #5 10'H X 6W o + 8 PA Platanus x ocerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. BBB 50'H X 40'W III 56 WF Wei eta florida 'Dark Horse' Dark Horse Weigelo #2 3'H X 3'W w 0 14 TT Tilio tomentosa 'Sterlin ' 5terlinq Linden 2" GAL. B4B 45'H X 35'W II w M \ CONIFEROUS TREES PERENNIALS/ORNAMENTAL GRASSES o ina 186 GA Golomogrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W 0 .- 0 N co a +wpm 31 PS Pic-ea glauca densata Black Hills Spruce 6 - � H6T. 40'H X 15 W 62 DG Delosperma cooperi Hardy Ice Plant #I I H X 2 W � w � u F • 15 PP Picea pungens 'Hoopsii' Hoop's Blue Spruce 6' - 7' H6T. 30'H X 15'W 184 EP Echinacea purpurea Purple Goneflower #1 3'H X 2'W a �s E _ -0 m w O o E .a EcoL"1 z , Z 2cl PF Pinus flexilis 'Vanderwolf' Vonderwolf Pine 6' - 7' H6T. 30'H X 15'W 115 HS Hemerocollis x Stella de Oro Stella de Oro Dwarf Daylily #1 2 H X 2 W L w m w 7 PN Pinus ni ra Austrian Pine 6' - 7' H6T. 50'H X 30'W 3cf-7 LA Lavandula ongustifolio 'Hidcote Blue' English Lavender #1 3'H X 3'W 0 m� � U o U `° � s a ORNAMENTAL FLOWERING TREES 150 PA Pennisetum alo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W C;f - " m N o o w w .4L � a 90 z U 5 J 3 t C D C O U 2-7 GGGercis canadensis Eastern Redbud 2" GAL. B$B 25H X 20' W I J W C7• . • . • u- 0- M CD T AREA MAP + G MX Magnolia x soulangeana Saucer Magnolia 2" GAL. BdB 30'H X 25' W I _ 0 15 MS Molus 'Spring Snow' Spring Snow Grabapple 2" GAL. B 4 B 25'H X 25' W I . _ • ■ 7 PG Prunus cerosifero 'Thundercloud' Thunder Gloud Plum 2" GAL. B8B 25'H X 25' W I 500 0 500 1000 1500 0 L N w SCALE: I"= 500'-0" m w Q 7 - '�.� Z 0 0 •x x -t )(—X x—x—x— —x r)11 N —Dc—x x— x —x—� t--x—x 1111 11x x x x PIRR I PIRR I - PIRR PIR PIR PIRR PIRR PIRR PIRR 0 ��p �� U ono=o=o=-[ �—ono=o=a=- C.e__e__e__e__e__7�• L. 1 - - 7 7 x o U z I I I I I I I I I w w II = 0 BLOCK 9 w w 1 9 8 7 6 5 4 3 2 1 1 I I I I I I I Z w Copyright c�2020 = Z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 �IC I Rreckon Land Design,Inc.is unlawful and subject to 0 J I criminal prosecution. c w a w Q 0 z Q 0 1 w 1 I I I I I I I I I Lu o I I I I I I I ILu 1 w Zz _ z w 10 w w H 1 � z + + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + + + + /+ + + + + +++ +++++++++++++++++++++++++++ +++++ +++ ++++++++++++++++ ++++++++ + +++++ ++++ ++++++ +++++++++ ++++++ ++ + (1 + + + + + + + + + + > 10+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (� '� 1 + + 41 + o + + + w + + CD w R E. BRACE DR. 4 E. BRACE DR. II +++ l++ O + + � � Q z + 1 \ 1 1 FR Cl) 1 R II + + 5 5 5 , 5 I I +++ Z LLJ10 + + + + + o o io o o io a o o d o o d o o d o o d o o d o o d o o tt + + + + + + + + a 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 0 p 4 �p 4� p 4 p 4� p o o 0 0 0 0 0 0 0 \ w + + + °F + + + + + q o o q o o q o q o q o io q o io q o q o io o o io + + + + + + + + 400bodoo¢o°b0d°o¢oobod°o�oobodoo�oobodoo�o"Lo0"o�o"D°O"o�o"Oo0"o�o"bod"o�o"bo + + + + aFPo$o c o$o b cpo$o b cF g b cFQo$ + + + I /'� _ 0 0 0 0 0 0 0 0 0 o END 11 ly + + + + + + + + + + + + + + + + + + + p+p + + + + \ + + 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 0 0 0 0 o r 62 G I 3 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 0 0 0 0 0 0 1X-f 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 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 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 0 0 0 0 0 On°n°n°n Ong O�O�O�O�O�O�O�D�O�O�O�O�O�O'o'c, o'o'o'o'o�o�o'00000°o'o'O�O�0�O�0on�O�n°n°O�O°n O„O..O,•O..O,.,O..O..O..O,.O,.O,.O,.O..O,.O..O,.o,.0.. + + + + 1 �( + ' + + GG M +� + + + + + GG Gc + t + + + O + ,+ + + + + + + + + + + + + + + + + +++ + + + + + + + + + � + + + ��+ �+ + + + + + 8 �+ �+ 14 + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + EP + + + + + + + + + + + + + + + + + + + + y + + + + + + + + + + EP + + + + + + + + + + + + + + + : + + + + + + + + + + + + + + + + + + + + + + + + + +�� + + + + + + a N J I J + 3 PP EP DG 3 6 7 PF 3 a ++ 3 6 I 3 EP + +++ +++ = z � MX HP + + _ + 4 + + GG MX HP + + EP 7 6 START \ J + + + + o W W + 2 7 6 I START + + END P6 7 7 LU 3 1 + + + + + Q o = _ ++ EP P6 HP M PP + 1 HP 6 HP 1 START 5 o Q + END MX LA GG \ + + + + W o 3 I + I 4 PP M 1 GG I o +++ 1 DG ++++ + + \ + .� J + + + o0 o Q + + 6 + + + + F W W TT 13 2 W EP 8 0 0 °�° z PF + + + + + �. W W + I + + 1 10 I HP I w 04 + + Q + 00 + 4 + + + + + + �/C/) 1 + 1 + 00 °O + + + + + + + + w + I I + + + + + + + + + + < < N ' ' ++ I ++ Q + o°o o LU + + \ + + + + + + + + + z1 z ++ 1 + z ++ 00 °�° —J + + FcJ \ + + + + —i W _ = Q ! , ! , + + 00 CC° //1 + + + RIV-27.65 1 1 I `�! + + 0 0 VJ + + + + CO— W + + + °° ° (� • + + NV E=2739.J' INV W=2J39.3 � + 00 a + + — 1 ( , = 00 °O — + + — — — — — — + ++++ 1 1 1 O W V + I + + oo + + + Q Lij 1 + + + 000 00° \ + + + + I + o0 000 + + + + BLOCK 7 + BLOCK 8 0 0 + + + + + + CD °° 000 z E 1 + + 00000 + + + + + + � + + ++ 12 3 I ++ I 6 7 I o0 00o)OO I w N 0 + I + + AP I o o° 0°0°o I P a ++ ++ ++ 000 00 00 000 + + 000 00 + I ++ -:h, °o°o° o°o°o 1 E N D U + 000 00 1 + + + 00 000 + I + + 000 00 0 000 1 000 00 o0 000 (+ + o0 000 vJ + I 000 0o + I + + + 1 00 000 U Q + + + 00 000 p ++ +++ ++ I °o° 000 ++ 1 CALLOUT LEGEND z + + + + + 11 4 + + + U 1 ++ 1 I +++ ++ 6 7O 1 40'-0" VISION TRIANGLE h � � 1 ++ I +++ ++ 2 PRESSURE IRRIGATION PUMP STATION. SEE CIVIL ` • a a�o= W ++ 2 I +++ ++ 3 6'-0" VINYL FENGIN6 \\ 2 W U.zo ox + + + + I I SHEETS. o y O ui ti 2 — — — + + (+� 1 yz �Y�� + — — — — + + I I 6 0" WROUGHT IRON FENGIN6 �� I � � _�c�W_c�� U + A _ 145 Q:WW I z (; C/� 1 •• I I +++ ++ 5 SEEPAGE BED, SEE CIVIL PLANS a O 0 1 ++ (+ ++ 6 10' SEEPAGE BED EASEMENT - DO NOT PLANTS TREES + ++ ++ I I WITHIN 10' EASEMENT REVISIONS j d) + + + + 1 No. Date Description r A- ++ 10 5 +++ ++ 5 I I 7 SAVE AND PROTECT EXISTING TREE(S) U � ++ I ++ + I 4 8 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, BOULDERS Q + + + AP c� + I + + + + + + ++ I I DO 9 TOT LOT WITH PIGNIG TABLES, BENCHES ADA PIGNIG �, 1 - TABLE, SEE SHEET LIA FOR AMENITY DETAILS PROJECT NO.: + + + 19048CD B a� + ++ E 10 PROPOSED 10' REGIONAL PATHWAY DRAWN BY: z ++ MATCHLINE - SEE SHEET L1.7 I +� ++ I I I 11 SAVE AND PROTECT EXISTING FARR LATERAL TC O CHECKED BY: + MATCHLINE - SEE SHEET L1.6 +++ ++ 12 SAVE AND PROTECT EXISTING BRIDGE ,16 w 1 ++ 1 9 1 6 +++ ++ 4 13 5' WIDE MICRO PATHWAY DATE: \ 0 1 + + + + O 07/09/2020 O T LANDSCAPE PLAN - AREA SEVEN SHEET NUMBER O A N 30 0 30 60 q0 L1.7 o SCALE: I"= 30'-0" 0- I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TREE CROWN LANDSCAPE NOTES: O°" ,�s _r Q00000 I. PLANTER STRIP LANDSCAPE IMPROVEMENTS FRONTING INDIVIDUAL PRIVATE LOTS TO BE INSTALLED IN THE FUTURE BY HOME BUILDER, COORDINATE WITH DEVELOPER AS REQUIRED. goo 5� �glTzp °°o 2. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHIGH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. °is All 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 PRELIMINARY SPEGIFIED PLANT MATERIALS GAN NOT BE OBTAINED. NOT FOR w 4. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. CONSTRUCTION ° 5. COORDINATE WORK SGHEDULE AND OBSERVATIONS WITH LANDSCAPE ARGHITEGT PRIOR TO CONSTRUCTION START-UP. 6. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. WHEN PRESENT: BUD -f. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. POINT (A MINOR °OO000 0000 8. IN THE EVENT OF A PLANT COUNT DISGREPANGY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. CROOK IN THE TRUNK ROOT FLARE/COLLAR (SWELLING AT o G. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF LANDSCAPE MULCH BY OWNER. SUBMIT SAMPLE FOR APPROVAL. JUST ABOVE THE SOIL LINE WHERE STEM TISSUE Z 10. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY SOIL LINE) TO BE TRANSITIONS INTO ROOT TISSUE) TO o CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. OUTLINE OF TREE GROWN (EDGE BE AT SOIL LINE. w OF DRIPLINE) GORRE5PONDIN6 APPROXIMATELY I y2" PREVAILING WIND 11. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE GRADING PLAN. ABOVE THE SOIL ROOT PROBE 12. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUBIG YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. WITH ROOT SPREAD. FENCE SHALL DIRECTION ° M o M BE PLACED AT EDGE OF TREE LINE o .0 o r, } 13. FERTILIZE ALL TREES AND SHRUBS WITH 'A6RIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S REGOMMENDATION5. =C .e C C a 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 SMOOTH AND UNIFORM GROWN (MINIMUM DISTANCE). U .2 o o GRADE 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS, AND I" BELOW ADJACENT SURFACES OF TURF SEED AREAS. SOIL LINE �L o CU n � o w 15. REUSE EXISTING TOPSOIL 5TOGKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. EXISTING GRADE N REMOVE DEAD/DAMAGED BRANCHES 2 a M w PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC MATERIALS, z AND PRUNE TO INTERNATIONAL � `� o 0 0 Z NOTE: o m 0 o m co 0 NOXIOUS WEEDS, WEED SEEDS, ROGK5, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO -7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE ] SOCIETY OF ARBORIGULTURE ° ° MAINTAIN PROTECTION UNTIL w N o L 1 a °L ao N o v o TO EITHER: STANDARDS; IMPROPERLY PRUNED _ o N a ° o a z GON5TRUGTION ACTIVITIES ARE - ° ° ° N A) PROVIDE APPROVED IMPORTED TOPSOIL, OR Z TREES (AS DETERMINED BY THE U 3 w` CD� 3 3 L coC o COMPLETED. a 3 LL a co cD B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSGAPE ARCHITECT. Lu r LANDSCAPE ARCHITECT) SHALL BE w 16. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT 1 11 11 11 IF LOWER LIMBS INTERFERE WITH AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIG MATTER HARMFUL TO PLANT GROWTH. 1 WORK, TIE UP WITH HEAVY JUTE BE 2" MAXIMUM REMOVE MAIN LEADER!! N L A) OBTAIN TOPSOIL FROM LOCAL SOURGES OR FROM AREAS HAVING SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED - III BELOW SOIL LINE. w SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. -III- -III- CORD. UTILIZE 501L/ROOT RUBBER GINGH TIE B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A REGO&NIZED GOMMERGIAL OR GOVERNMENT A6ENGY AND COPIES OF THE TESTING - PROBE AROUND ADJUST DIAMETER OF PROTECTIVE ° A6ENGY5 FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNERS REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. TRUNK (APPROX 1"-2" 2"x 2" WOOD STAKE (LENGTH AS FENCE TO PREVENT ANTICIPATED , ACIDITY/ALKALINITY RANGE - PH. 5.5 TO lb. DAMAGE BY EQUIPMENT. AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE 1-7. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. TO LOCATE HIGHEST ROOTBALL. SEE NOTE I. SET STAKES a 10. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED WITHIN 5-O OF AN A.G.H.O. SIDEWALK. "' "' ROOTS. PARALLEL TO PREVAILING WIND. o Icl. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. SECTION z 20. IN THE EVENT OF A DISGREPANGY, NOTIFY THE LANDSGAPE ARGHITEGT IMMEDIATELY. rr O REMOVE TREE WRAP TRUNK ` m J PROTECTION, AFTER INSTALLATION ° TOPSOILNOTES TREE TRUNK 0 CONSTRUCT 2" EARTH BERM AT EDGE 2"X2" TUBULAR STEEL z w OF ROOTBALL, FILL TREE RING W/ o K I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIG 4" O.C. SUPPORT PICKET 6'O.G. GROWN OF TREE. Q MULCH, AS SPECIFIED. z MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER _ to m z 1 EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. (2)-1" HORIZONTAL HOLLOW OUTLINE OF TREE GROWN (EDGE O 3" THIGK MULCH LAYER, KEEP MULGH w 2. TOPSOIL SOURCE: STRIP EXISTING OF DRIPLINE) CORRESPOND I N6 TOPSOIL FROM ALL AREAS OF THE SITE TO BE STEEL 3 AWAY FROM TRUNK. DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, WITH ROOT SPREAD. FENCE SHALL REMOVE BURLAP, 'I BE PLACED AT EDGE OF TREE TWINE AND WIRE FINISH GRADE o REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND o I GROWN (MINIMUM DISTANCE). BASKET FROM TOP w w FREE OF ROOTS, STUMPS, ORGANIC MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, //A//A/// // / / ////////A/ COMMERCIAL SLOW RELEASE AND OTHER EXTRANEOUS OR TOXIG MATTER HARMFUL TO PLANT GROWTH. TOPSOIL c° OF ROOTBALL, N v AA/VA/VA/ /VA/ V /VA /V/ / \ SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. HOLLOW STEEL REMOVE ALL NAILS, Q //jVV�/j jV � /VA////VV�/j FERTILIZER TABLETS w TIES, AND PLASTIC, A \ \/ / /�/A \ Copyright C�2020 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL / SIDES OF HOLE ROUGH UNEVEN z FROM ROOTBALL. I F -III - All rights reserved. Reproduction or use in any form o TEXTURE BY A REG06NIZED COMMERCIAL OR GOVERNMENT A&ENGY AND COPIES OF THE // - or by any means without written permission of SYNTHETIC BURLAP IS TESTING AGENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THEV BAGKFILL WITH APPROVED TOPSOIL Brockon Land Design,Inc.is unlawful and subject to 0 _ PLAN VIEW UTILIZED TO WRAP criminal prosecution. w J ARCHITECTS REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED F6 III III III III AND SOIL AMENDMENTS AS THE ROOTBALL IT �1 w TO AGHIEVE SPEGIFIED PH AND OR6ANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO SPECIFIED. BAGKFILL IN 6 LIFTS, W FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE 4 TREE PROTECTION DETAIL SHALL BE 1 PLACED WHILE IN A FROZEN OR MUDDY CONDITION. N (I)-I HORIZONTAL HOLLOW COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP z STEEL REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL L16HTLY AS REQUIRED, BAGKFILL o 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. NOT TO SCALE BIODEGRADABLE SOIL EVEN W/ TOP OF ROOTBALL, PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL 6» 6' 0.C. CONCRETE FOOTING 3" DEPTH OF MULCH AT BURLAP SHALL BE 5' MIN. DIA. DO NOT OVER COMPACT!!REQUI a 5. GOMPAGD TO TED TOPISOIL THICKNESSO APROO T THE FOLLOW N AREAS: REQUIRED. NOTE: PLANTER BEDS LEFT ON THE BOTTOM TREE RING W 8" OF THE ROOTBALL. SET ROOTBALL ON NATIVE, o A. LAWN AREAS: 12 INGHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE UNDISTURBED SOIL a WITH SURROUNDING LAWN AREAS. ARGHITEGT BEFORE INSTALLATION. WROU6HY IRON SATE TO BE PAINTED W/ ELEGTO NOTES: W B. PLANTER BEDS: 18 INGHES MINIMUM STATIC PAINT - COLOR AS DIRECTED BY OWNER. s 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. I. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH -III `'� c'' RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT o H GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD WROUGHT IRON FENCE = 1 - FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. ALL STAKING SHALL BE REMOVED AT THE END OF THE O z AND I FOR SEED. 1 -III 11- - -111 APPROVED TOPSOIL AND SOIL WARRANTY PERIOD. W -f. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND Scab: 1/4 I'-O" IIIII 1 i I g 1 III- AMENDMENTS AS SPECIFIED 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY Q SEDIMENT CONTROL PLAN. FINISH GRADE, THE LANDSGAPE ARGHITEGT BEFORE PROGEEDIN6. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL PER PLANS GUT E06E 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION W Q N SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK OF PLANT MATERIAL. MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE 96" ON CENTER 4. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. co w AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROCK EXTRUDED POST GAP PLANTER BED CUT EDGE 5. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT O r�n MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSGAPE (STANDARD OPTION) 91" MAXIMUM SPAN 5 (TYPICAL AT TREES IN TURF AREAS) BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND Q J o NOT TO SCA_= ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. N EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL z: CO � LL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. W TURF AREA PREPARATION NOTES: �� HOLD TOP AND BOTTOM $11A' A' J RAILS IN PLACE WITH DECIDUOUS TREE PLANTING W I. LIMIT TURF 5UB6RADE PREPARATION TO AREAS TO BE PLANTED. 7/8" U-CHANNEL LOCK RING. 8 (TYPICAL FOR TREES 3 CALIPER OR LESS) O A = LENGTH, AS SPECIFIED f° No- TO CALF I A ' W 2. NEWLY GRADED SUB6RADES: LOOSEN SUB6RADE TO A MINIMUM DEPTH OF 4 INGHES. REMOVE TOUNGE ON ONE 12" OR PER PLANT SCHEDULE I v Q REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, m AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S SIDE OF PANEL TO SIT 4" 5"3 CONCRETE MOWSTRIP 9- P ^ > FLUSH AGAINST POST B = 85% OF 'A' `J J n PROPERTY. 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. _ CONCRETE FOOTING + WHEN PRESENT: BUD W 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD. 7/8" x b" TOUN6E AND N POINT (A MINOR Q 5. UNGHAN6ED SUB6RADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR GROOVE PICKET I I SCORE JOINT AT EACH ROOT FLARE/GOLLAR (SWELLIN SOIL LINE WHERE STEM TISSUE G AT n CROOK I N THE TRUNK _ UNDISTURBED BY EXCAVATING, GRADING, OR SURFACE-SOIL STRIPPING 10 POST OPERATIONS, 1-1/2" x 5-1/2" RAIL PLAN VIEW JUST ABOVE THE TRANSITIONS INTO ROOT TISSUE) TO W I..L � PREPARE SURFACE SOIL AS FOLLOWS: SOIL LINE) TO BE r 0 A. REMOVE EXISTING 6RA55, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. FENCE POST SET POST BE AT SOIL LINE. �'`- `J PRIOR TO INSTALLATION FINISH GRADE PER PLANS APPROXIMATELY I y2" 4� Q' PREVAILING WIND F B. LOOSEN 5URFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. APPLY SOIL ABOVE THE SOIL ROOT PROBE AMENDMENTS AND FERTILIZERS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS 12" WIDE CONCRETE OF MOWSTRIP ED61N6, PER PLANS AND DETAILS LINE 1i4,1 t4Gy DIRECTION AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MOW5TRI P PLAN VIEW W °' y MIXTURE OF FINE TEXTURE. CD �'6ROUNDGOVER PLANTING PER 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. SOIL LINE PLANTING PLAN r A. REMOVE STONES LARGER THAN ONE INCH IN ANY DIMENSION AND STICKS, ROOTS, N -IN 5" SQUARE VINYL FENCE N ti� ' REMOVE DEAD/DAMAGED BRANCHES Q Q 6' TRASH, AND OTHER EXTRANEOUS MATTER. POST MULCH, PER PLANS, 3" DEPTH OVER -'cy` "�C AND PRUNE TO INTERNATIONAL ■ Q B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, VEGETATION, AND TURF, _ - - ENTIRE BED. DO NOT COVER CROWNS 50GIETY OF ARBORIGULTURE W z OFF OWNER'S PROPERTY. -III- SET FINISH GRADE AS A � _ _ _ OF PLANTS a 5rr, STANDARDS; IMPROPERLY PRUNED 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH SPECIFIED '" ' TREES (A5 DETERMINED BY THE W LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS I/2 INCH OF FINISH \\/\\\ \\°\\\\\\\\\ \\ \\\ SPLIT ALL ROOT BOUND ROOTS WITH 3tr r��" � LANDSCAPE ARGHITEGT) SHALL BE W O ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH N 1 III CONCRETE FOOTING AS // / // // // / // // HIGHEST ROOT SHALL ��-�a� �� : d REMOVED AND REPLACED. DO NOT 0 O J I I I -III- _ _ l I \/\ / /\/\/\ /\/\/ EQUAL SPACED VERTICAL GUTS. q t GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE =111-III 1 SPECIFIED N \/\\/ /\\/\\/\\/\\/\\ \ /\\/\\/ BE 2" MAXIMUM '" � `' REMOVE MAIN LEADER!! E FUTURE. I I I =1TI ITI ' l =1 \\//\\//\\ \ \/\\// /\\//\\//\\//\\ \ /\//\//\ y � _ /\/\/\/\/\/\/\/\/\/\/\ DEWITT PRO 5 WEED BARRIER FABRIG BELOW SOIL LINE. 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND NOTES: _ III- 6 AGGREGATE BASE IIII=III \\//\\//\\//\\//\\//\\//\/\\//\\//\\//\\//\\// OR APPROVED EQUAL UTILIZE SOIL/ROOT Z' m� T? RUBBER CINCH TIE T ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. I REFER T LAYOUT PLAN FOR M P _ - - - \ \/\/% /\ \ \ \ \/\ PROBE AROUND j� nf; �C � � W IN C C1. BEFORE PLANTING, OBTAIN LANDSCAPE ARCHITEGTS AGGEPTANGE OF FINISH GRADING; RE E O LA OU L O OW STRIP GOMPAGTEO SUB GRADE �I II III �� I TILL SOIL TO A DEPTH OF 12", TRUNK (APPROX I"-2" �\ �' `��''' ;='^t ' s 2"x 2" WOOD STAKE (LENGTH AS E RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. LOCATIONS. =III II II z,la,.t-�`• -I BAGKFILL WITH APPROVED TOPSOIL AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE 2. SCORE JOINTS ® lo O.G. OR AT EACH POST. =1 I I ��I I I i i ii I I I� 11= � -III-III-III-III-III-III-III-III-III-III -III- i �_=-'� ,� '. ' �" AND SOIL AMENDMENTS, AS SPEGIFIED. TO LOCATE HIGHEST =3=1 �,<c� ROOTBALL. SEE NOTE I. SET STAKES c� 3. INSTALLATION TO BE COMPLETED IN _III w f WEED ABATEMENT NOTES. 31 5» 31 I-III-III-III-III-III-III I-III-III 1- ROOTS. rya p& PARALLEL TO PREVAILING WIND. AGGORDANGE WITH MANUFAGTURERS 2 �z >�� j�a, -Q SPECIFICATIONS. SUB6RADE -0 4. VINYL FENCE COLOR TO BE DIRECTED BY SECTION REMOVE TREE WRAP TRUNK �. �, S^=„��„ PROTECTION, AFTER INSTALLATION CD 1. ALL AREAS TO BE PLANTED OR HYDR05EEDED SHALL HAVE WEED ABATEMENT OPERATIONS OWNER. v ;', PERFORMED ON THEM PRIOR TO PLANTING OR HYDROSEEDING. NOTES: REMOVE BURLAP �� %� i��`� 1y �c CONSTRUCT 2" EARTH BERM AT EDGE VINYL FENCE PANEL 11u'�r� � �- � � p 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH @ROUND-UP-4 (GONTAGT HERBICIDE) 2 I. ALL CROUNOGOVER PLANTS TO BE PLANTED ON CENTER AND IN A TWINE, AND WIRE �, �sI�, y- OF ROOTBALL FILL TREE RING W/ OR APPROVED EQUAL. �� 0 SCALE: /2 1 -O" TRIANGULAR PATTERN. BASKET FROM TOP � t,�, � guy- � �t"�� MULGH, AS SPECIFIED. 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S OF ROOTBALL, w w Lid 4. CONTRACTOR SHALL OPERATE THE AUTOMATIG IRRIGATION SYSTEM FOR A PERIOD OF RECOMMENDATIONS TO ALL 6ROUN000VER BEDS. REMOVE ALL NAILS, . 0 w v 3" THICK MULCH LAYER, KEEP MULGH FOURTEEN (14) DAYS. AT GONGLUSION OF THIS WATERING PERIOD, 015GONTINUE WATERING TIES, AND PLASTIC �0' z ' SHRUB c" w o Q 3 AWAY FROM TRUNK. ti FOR THREE TO FIVE (3-5) DAYS. PERENNIAL & GROUNDCOVER FROM ROOTBALL. I F rr J N a a o W y 0 5. APPLY SECOND APPLICATION OF @ROUND-UPo TO ALL EXPOSED WEEDS. APPLY IN STRICT 24" - 48" DIAMETER SYNTHETIC BURLAP IS o FINISH GRADE o o c► UTILIZED TO WRAP w 1 y W c P o rr CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER BOULDER, AS SPEGIFIED, ale: "= -O" THE ROOTBALL, IT �` \/%/%/% //////// // //// / //\/\/\ GOMMERGIAL SLOW RELEASE �� W m a o o F FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. LOCATE PER PLANS PLANTING Q VA VA VAVAAVA VAAVA \ VA\ FERTILIZER TABLETS ?W KEEP GROUND LINE SAME AS NURSERY LINE SHALL BE w ////// / /// // /// �/ // y v c�W►0 0 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, GONTRAGTOR A/VA/VA/ VA/VA/ V/VA/VA / /VA/VA/ t d COMPLETELY \//A/ /A/A SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. COMPACTED SUBGRADE /V/ V/// SIDES OF HOLE ROUGH UNEVEN a c'o Q x z z AS REQUIRED REMOVE ANY PLASTIC BURLAP, NAILS, OR REMOVED. ONLY -III \\ T � 7. AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS SHALL BE WEED FREE. I // � III -+a o v o W Q OTHER MATERIALS FROM THE ROOTBALL BIODEGRADABLE \ \ ., o k C BARK MULCH, AS WHIGH MAY LIMIT ROOT GROWTH BURLAP SHALL BE 1 III AND SOIL AMENDMENTOS p,5 VED TOPSOIL ? �+ LEFT ON THE BOTTOM O IRRIGATION NOTES. SPECIFIED III III 1 SPECIFIED. BAGKFILL IN 6 LIFTS CONSTRUCT 2" EARTH BERM TO FORMA OF THE ROOTBALL. �� i 1 1 REVISIONS j WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP r PERENNIALS WATER RETENTION BASIN, FILL BERM WITH No. Date Description U OF BALL OF BALL OF BALL OF BALL OF BALL L16HTLY AS REQUIRED, BAGKFILL -C I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIG UNDERGROUND SPRINKLER SYSTEM a MULGH, AS SPEGIFIED SOIL EVEN W/ TOP OF ROOTBALL, v Q WHIGH INSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. DO NOT OVER COMPACT!! 0 EACH HYDROZONE IS TO BE IRRIGATED W R WITH SEPARATE INDIVIDUAL STATIONS. MULGH, PE PLANS, 3" DEPTH OVER ENTIRE 5' MIN. DIA. TREE RING v 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. BED. DO NOT COVER GROWN5 OF PLANTS 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HE16HT OF 4 INGHES AT LAWN - - _ SET ROOTBALL ON NATIVE, AREAS AND IS" AT PLANTER BEDS. - II II I I 11 III PROVIDE DEWITT PRO 5 WEED BARRIER NOTES: UNDISTURBED SOIL IIIII IIIII IIIIIIIIIII IIIII IIIII IIIII IIIII IIIIIIIIIIIIIII - - - PROJECT No.: 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. - FABRIG OR APPROVED EQUAL �^ ANNUALS, PERENNIALS GROUND COVERS OR SHRUB MA55IN65 SHALL HAVE A POP-UP III-III-IIIIIIIII - -I - - -III-III-III-III-III- _ =IIIIIIIII _ I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO 19048 V J B SPRAY SYSTEM. - - 1 PROVIDE COMMERCIAL FERTILIZER TABLETS INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF v, 5. ELECTRONIC WATER DISTRIBUTION/ TIMING GONTROLLERS ARE TO BE PROVIDED. MINIMUM 1 Ili iI lI 1 lI 1 lI 1 l IIII IIIIII III _ - - - IIII- AND BIOSTIMULANT, AS SPEGIFIED, FOR EACH WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING DRAWN BY: z SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. O CONTROLLER REQUIREMENTS ARE AS FOLLOWS: III 1 I�I III III- , SHRUB TC a. PRECISE INDIVIDUAL STATION TIMING -III -III= 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES NOTES: BAGKFILL WITH APPROVED TOPSOIL AND LANDSCAPE ARGHITEGT BEFORE PROGEEDIN6. CHECKED BY: a) WIDTH OF 3. LANDSGAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF JB > C. AT LEAST ONE PROGRAM FOR ROOTBALL EACH HYDROZONE I. NOTIFY LANDSCAPE ARGHITEGT WHEN PLAGIN6 BOULDERS FOR APPROVAL. SOIL AMENDMENTS, AS SPECIFIED. BAGKFILL 0 6" d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. 6" IN 6�� PLANT MATERIAL.LIFTS, WATER EACH LAYER, DO NOT 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE DATE: a> e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING 3. GLEAN BOULDERS OF DIRT AND LOOSE DEBRIS. TAMP OR OVER COMPACT. EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 07/09/2020 C* 0 STATIONS WILL BE DE516NED AND INSTALLED TO PROVIDE WATER TO RESPEGTIVE 4. WHEN PLAGIN6 BOULDERS, BURY J TO � OF BOULDER BELOW FINISH GRADE. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. HYDRO-ZONES. 5. DO NOT 5GAR OR DAMAGE BOULDERS. NOTE: GON5TRUGT 6" MOUND OF TOPSOIL 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARGHITEGT C) 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE 6. WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF (6), 1. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. IMMEDIATELY. SHEET NUMBER O 0 WATER TO RESPECTIVE HYDRO-ZONES. (2) WILL BE LARGE, (2) WILL BE MEDIUM, AND (2) WILL BE SMALL). 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL 7 CONIFEROUS TREE PLANTING T A . THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD 6ROUN000VER BEDS. � COVERAGE WITH TRIANGULAR SPACING. 9 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS BOULDER INSTALLATION IN SHRUB PLANTING NOT TO SCALE L1.8 o SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). 3cl. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIG VALVE ZONES. NOT To GALE 7 NOT TO SCALE APPROVE Q.G.V. LOCATIONS WITH LANDSCAPE ARGHITEGT. SHRUB / PERENNIAL B E D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 00000a000Co°°p0O0o '177 7N PRELIMINARY NOT FOR W CONSTRUCTION o`�5" V•O` w z 0001"'O�000Ooo� 0 z z O lY a w_ M o�, (E N o N 0 C r z rj , 2) N F CS ac .� a03 om o � E E'u°— EL�o �1 m w a, E � Lbpp � � w 950-501 4' Champion Bench with Back, Free Standing 934-101 c 1 " o °a o E o / L1J -O w rL (a -6 -0O N z C N U —.1Lu U = —i a -C CO coZ 5 P 0w w LL 0 Z L 4 w 0 w LU 00000000«y0 = 950.5018FT CHAMPION � ". �<<i� , 10 OOOOOOOC>� - - - OOOOOm000<7y0 � - - - - -- - - - FREESTANDING TABLE �O�ODOQO�O�O�O�C, ACCESSIBLE • Attach both legs to the inside of table ®OOpO00000000000CW z support bar Li 6 0 • Attach the straight end of each brace to the table. 48 o „ • Attach bent end of both braces to the 96 42' cross bar of each leg. a U K —2z—I o 0 O®OOOOOOOC>® O 30 OO�OQOQOOOQmQO0000Ga�0 z 00®OOCOOOOOm000000�7Y�0 0 C��1!'>®OOOOOOOC��C�'>�OOOOCO w O® OOOOmO00000GEa�Q OOOOOm000<�O u w_ I I t- is 6 3is 30 3/4" - 2 17 3/4" Copyright©2020 z All rights reserved. Reproduction or use in any form o ADA ACCESSIBILITY GUIDELINE-ADMG CONFORMANCE - 1 Part Description Qty. C F or by any means without written permission of 2 Lavender Heights (Opt 2) 1 FOR KIDS Lavender Heights (Opt 2) FOR KIDS No, Breckon Land Design,Inc.is unlawful and subject to 0 ELEVATED ACCESSIBLE RAMPACCESSIBLE GROUND TYPES 1 AGES SW VIEW AGES i 3 1 criminal prosecution. w TOP VIEW S 3/3 o v2 2n 1 i J 5-12 5-12 s 642-A15 8'Champion Accessible Top 1 26 5/8'' w GENERAL NOTES: 622-013 6'Champion Seat/Back 2 a Transfer This conceptual plan is based O Station on information provided prior 634-010 Free Standing Table Stand 2 In Accordance to California law: WARNING This product contains a chemical know to the State of toconstrudion.Detailedsite California to cause cancer and birth defects or other reproductive harm. Y information,including the 634-013A Table Brace w/Umbrella Hole 2 evafollowing,ahouldbed inched, 1. Drill plastic out of the mounting holes on the stands and the seat using a 7/16"diameter drill bit. lr finalll project desuated,and ign.EExxactise 516-058 3/8"x 1-1/2"SS Hex Bolt 16 2. Attach seat and back loose) to stands with 3/8"x 1-1/2"SS hex bolts, washers and nuts. Z Centipede y Crunch p dimensions. 3. Attach brace loosely to stands with 3/8" Nylock nut and washer. Lu Handle Climber exian draintigesoutions.conditions 516-028 3/8"SS Nylock Nut 16 4. Set on level surface and tighten all fasteners.Tighten the brace nuts last. and drainage solutions. WARNING:Accessible safety 516-023 3/8" Z SS Flat Washer 32 o surfacing material is required m ITEM NO. PART NUMBER DESCRIPTION QTY. //�� beneath and around this S w that H 9 appoe�eforth highest 1 630-010 Bench with back stand FS 2 J o height value(Fall Height) a a-Ftun ro"` foofthis hest d I Assembly Instructions End accessible pan of this equipment.Refer to the CPSC'S �� I » w Access 90o Loop Handbook For Public , j 1 Drill out holes on the Table Top, Seats, Stands and Braces with a 7/16 dia. drill. 2 622-011 Champion Seat/Back 4' 2 Q 0 Ladder Traverse Playground 5afely,Section 4: (36" 42" s"naarg. 2 Attach the Stands to the Table Top loosely using the 3/8"x 1-1/2" SS Bolts. (See photo above 72" 3 630-01 1 4' Bench with Back Brace 1 C ' 1 right) Q V Lu 48" Bell ` =— 4 516-058 3/8"x1-1/2"SS Hex Bolt 8Lu Panel �� ;� t 3 Attach the Seats to the Stands loosely using the 3/8"x 1-1/2" SS Bolts. Pal \f� 4 Attach Braces to the Stands and Table Top loosely using the 3/8"x 1-1/2" SS Bolts. (See photo 5 516-023 3/8"SS Flat Washer 18 O w z ►� 1 -` above right) In Accordance to California law: WARNING This product contains a chemical know to the 6 516-028 3/8"SS Nylock Nut 10 Q 5 Tighten all bolts. State of California to cause cancer and birth defects or other reproductive harm. o 24" Periodic check of bolt tightness recommended. a\N N PREMIER POLYSTEEL = spiral 2�' Vertical YEAR ' ` G Climber Step y e`NxLp PREMIER POLYSTEEL SIZE The Best Commercial Outdoor Furniture Available. Period. / R Filler POI 2 V w Poly Wave YEAO=' AL REV.X.O1 SHEEP 1 OF 1 Straight Slide ,,,YEAR The Best Commercial Outdoor Furniture Available. Period. � O Slide w Q 57 ACCESSIBLE PICNIC TABLE 4 CHAMPION BENCH = Q z PREMIER POLYSTEEL Scale: NT PREMIER POLYSTEEL Scale: NTS = w 04 c') 0 OC 0 QSTRUCTURE#: R355225FA STRUCTURE#: R355225FA w UJttn F PROTECT#: LDR206F87CA-1 PLAYCRAFT REP: PROJECT#; LDR206F87CA-1 924-301 C) z DATE:8/6/2020 I DRAWN BY:Alyssa MIN.USE ZONE:34'x 32' LuckyDog Recreation DATE:8/6/2020 1 DRAWN BY:Alyssa 04 16 Q z w 72 Q 642-013 Top W FD622-013 Seat • PLAY STRUCTURE PLAY STRUCTURE 30 1- w U m 634-013A Brace C PLAN VIEW Scale: N.T.S. REFERENCE IMAGE 1 Scale: N.T.S. -° -J o w 00 0 E a) 51 634-010 Stand) 68a T z ADA ACCESSIBILITY GUIDELINE-ADAAG CONFORMANCE C Lavender Heights (Opt 2) KIDS Lavender Heights (Opt 2) FOR KIDS ELEVATED ACCESSIBLE RAMP ACCESSIBLE GROUND TYPESMfAGES AGES { Part No. Description Qty. L- SITE PLANT S 3/3 o vz NE VIEW C) -12 5-12 v G, 0 642-013 Champion Table Top 6' 1 a GENERAL NOTES: -Q This Preliminary Site Plan is 622-013 Champion Seat/Back 6' 2 based on measurements that were provided in the initial a) 35'-11" planning phase.All dimensions 634-010 Stands 2 Omust be verified prior to the_ submission of a purchase order. (free standing) D n Playcratt Systems will not be 6 FT held responsible for any 634-013A Brace 2 / MIIN Im UM discrepancies between actual 3: / dimensions and dimensions (6'free standing w/umbrella) USEN submitted in the planning 516-058 3/8"x 1-1/2"SS Hex Bolt 16 ZONE phase. i] / _ _ _ __ __ The Minimum Use Zone fora play structure is based on the P 516-028 3/8"SS Nylock Nut 16 y / product design at the time of I 1, W C W 00 ro/ pposal.Components and gns may O / s b�jecu ch tt change whichemay _ 516-023 3/8"SS Washer 32 " W W / \ affect dimensiione.Therefore, '' ibefore preparirg the site,we i` - W m Q O Vi Q cn I shongly recommend obtaining / - Z W a'O J W Z I` C , final drawings from the factory v I I (available after the order is !'___��; • Attach both stands to the inside of table support bar // y 2 Y C placed and included in the 'Q Q Ix III W l Assembly Manual). I j; __ • Attach the straight end of each brace to the table. cc m Q O m �_ _� • Attach bent end of both braces to the cross bar of each stand. t1 Q o k g W 1 WARNING:Accessible safety I C 26-8" If / surfacing material is required III R 2 y W g / beneath and around this O equipment that has a critical / height value(Fall Height) ppro rlate for the highest = I \ - - ` / a P B REVISIONS (1) / / accessible part of this m �—— l equipment.Refer to theCPSC'S In Accordance to California law: NO. Date Description a / 6 Fr Handbook For Public `;- WARNING This product contains a -C MINIMUM Playground Safety,Section �, p 1 4/17/2020 CITY COMMENTS Surfacing. chemical know to the State of C) LIDE i 3s; California to cause cancer and birth Q 1 ZONE defects or other reproductive harm. U � / 6 FT Assembly Instructions MINIMUM PROJECT NO.: / SLIDE 1. Drill out holes. ZONE 19048 2. Attach both stands to the inside of table support bar.(See photo above) B 3. Attach the seats to the stands. DRAWN BY: 4. Attach the straight end of each brace to the table.(See photo above) TIC z 0 5. Attach bent end of both braces to the cross bar of each stand.(See photo above) CHECKED BY: c STRUCTURE#(: R355225FA G) PROJECT#: LDR20BF87CA-1 PLAYCRAFT REP: PROJECT#: LDR20BF87CA-1 Periodic check of bolt tightness recommended. JB _ U DATE:8/6/2020 I DRAWN BY:Alyssa MIN.USE ZONE:36'x 29' LuckyDog Recreation DATE:8/6/2020 1 DRAWN BY:Alyssa DATE: J 00 PREMIER POLYSTEEL 01/23/2020 w O The Best Commercial Outdoor Furniture Available. Period. o SHEET NUMBER A N PLAY STRUCTURE PLAY STRUCTURE PICNIC TABLE U Scale: N.T.S. 4 Scale: N.T.S. 6 Scale: N.T.S. L1.9 0, 20 PLAN VIEW DIMENSIONAL LAYOUT REFERENCE IMAGE 2 PREMIER POLYSTEEL L_ 0- I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 00000a00000°°°°0, O�OO�SE OF oo Id oo Oo c, z � 'p�-0o 0 4 or CD o o LA-16536 do q/16/202 �v00 a w O°�O jj ��0000 z oOOpO0000000000°°°� A 0 > z TREE MITIGATION _ z w D a NOTES: I I F y IR E o BLOCK 9 BLOCK 9 i''U z -° 11 10 I 9 I 8 I 7 I 6 I 5 I I 3 2 1 a) .V N W 0 00 t THE EXISTING TREES TO BE REMOVED THAT REQUIRE I I _ 111 MITIGATION ARE AS FOLLOWS PER CITY ARBORIST, m� E c �0L0 3 ° w 'L L E U 0, ry W `; d 1 0 W ELROY HUFF (AS NOTED ON PLAN): �� oo c o� N • 8" PINES(? IN TOTAL) I I c o o •�•+°-,a ob N `°v 0 5atX1Uc � -le y W . CU D CL O U -0 1� z C w TOTAL CALIPER INCHES REQUIRED I CID ° L 3 cc W` z FOR MITIGATION = 56 CALIPER INCHES UJW r�� J 3: xL CO O • • • • • • 3 u- a LO 0 N 77 0 3 _ _ • • — a THE OTHER TREES ON SITE THAT WILL BE REMOVED 2 L HAVE BEEN DEEMED "SPECIES THAT DO NOT NEED TO \\ I E. BRACE D R. ° BE REPLAGED/MITI6ATED FOR," BY MERIDIAN CITY -•.....•...•.....•.• .... ------------- w BLOCK 9 ARBORIST ELROY HUFF. 14 — \ THE METHOD OF MITIGATION WILL BE TO PLANT TREES • AT 2" CALIPER, EACH WITHIN LOCAL STREET N PARKWAY STRIPS AT A RATE OF APPROXIMATELY 1 13 2 8 10 1 W z TREE PER LOT. 115 TREES HAVE BEEN PROPOSED IN I 4 `` LOCAL STREET PARKWAY STRIPS, EQUALING 230 15 1 Q ILD CALIPER INCHES, WHICH EXCEEDS 100% OF THE — — — — — — — — Z REQUIRED CALIPER INCHES (56) FOR PHASE ONE BLOCK? BLOCKB MITIGATION. ADDITIONAL PHASE ONE PARKWAY TREES ,z I s I W Cj THAT EXCEED THE MITIGATION REQUIREMENT WI), WILL FUTURE PHASE J }y I o �( BE ATTRIBUTED TO REQUIRED MITIGATION COUNTS IN NOT A PART 16 I J (.j p FUTURE PHASES. #/WLu(! U w Q 4 > 6 I TREE PROTECTION _ _ ° n I I Q FUTURE PHASE — — — — Q — — NOT A PART NOTES: �I z M �j I I Copyright©2020 z 10 I 5 5 Z O m All rights reserved. Reproduction or use in any form o El or by any means without written permission of 2 I. PROTECT THE CRITICAL ROOT ZONE (THE AREA DIRECTLY I I Breckon Land Design,Inc.is unlawful and subject to 0 BELOW THE DRIPLINE OF THE TREE) OF THE TREES TO REMAIN J ON SITE BY: — I BLOCK 10 I ' criminal prosecution. W a. CONSTRUCTING A TEMPORARY GHAINLINK FENCE AROUND 9 I 9 I 4 THE CRITICAL ROOT ZONE OF THE TREE TO BE 6 a PROTECTED PRIOR TO DEMOLITION, CONSTRUCTION, OR I — — I o ANY SITE WORK. z — Y b. NOT ALLOWING COMPACTION BY EQUIPMENT TRAFFIC — — DURING GONSTRUGTION OR DURING DEMOLITION. I 20111—) 8 BLOCK? BLOCK a z �. NOT ALLOWING CONCRETE TRUCKS TO RINSE WITHIN THE 7 o PROTECTION AREA, OR ANYWHERE NEAR EXISTING TREE I UJ a ROOTS OR IN PLANNED PLANTING BEDS AREAS. _ _ ® — — `z + PIu,lxals � o d. NOT STOCKPILING MATERIALS, DEBRIS, OR DIRT WITHIN _ * N THE TREE PROTECTION AREA. W 21 I x009 H WATERING WITHIN THE CRITICAL ROOT ZONE FROM �� MID-APRIL TO MID-OGTOBER AT THE RATE OF NOT LESS I d LQ + + E N/O + h O z N THAN THE EQUIVALENT OF 1-1/2 OF WATER OVER THE BLOCKFI]] r + COTE 0 ° ENTIRE AREA PER WEEK. , TW aLocK6 ST /��\ Q f. NOT TRENCHING, EXCAVATING, FILLING, OR OTHERWISE COMMON LOT,INFINITY EDGE POOL,POOL BUILDING, = 24 22 '� + O DISTURBING THE SOIL WITHIN THE CRITICAL ROOT ZONE. AND PARKING LOT,TOBEAPARTOFASEPARATE U + Molls W CERTIFICATE OF ZONING COMPLIANCE SUBMITTAL < - w J O g. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS �u� � + + BLocKs Cl) O n Z REQUIRED TO AVOID DAMAGING TREE ROOTS. 2 2. PROTECT THE GROWN AND TRUNK OF TREES TO BE RETAINED * * + 4 N BY: 1 ' 1 ' 0. OPERATING EQUIPMENT IN SUCH A WAY AS TO AVOID E. PHENOMENAL ST. II I z W d- CONTACT WITH TREE TRUNKS OR BRANCHES. G o b. HAVING TREES PRUNED BY A LICENSED ARBORI ST. a — — — _ 8 BLOCK 6 CO UJ 6 P G I A<< ° No 04 LANDSCAPE LEGEND '� i ,REY N � r I BLOCK 5 © � �l _` Q • L PLANTS TO BE INSTALLED I BLOCK 1 .I 4 � � Q • = J � I � I• I I BLOCK 4 1 I 5 ,,//�� _ J 2 3 4 5 8 6 ■ , L/ Q Q o(D EXISTING PLANTS TO REMAIN BL8cK5 W .. N 0 y TUR HASE Q F `nX EXISTING PLANTS TO BE W OT A PART L REMOVED = ,�,� =Q— - W tL - , A�ENO V ""J%== ==> 'f AREA == Q W AREA /'''' �.,��,, BLOCK 4 \ ■ ;;; EIGHT °;... ,i W J NINE -+,'i j ",I s:""" II 6 - W Q C�^^ LANDSCAPE REQUIREMENTS AREA AREA- - 0- - II � �\ W VJ LANDSCAPE GENERAL `si1;X = �� SEVEN m 0 / 4 Q O W TOTAL TREES PROVIDED - 271 �--��r"==== ��r��/�� i'"'/J 9 5 Z TOTAL NUMBER OF TREE SPECIES PROVIDED - 14 ors G/.Y/'i�a ,,;, -'--� 2 / 8 T TOTAL NUMBER OF RESIDENTIAL LOTS: 76 AREA 'J 0",7, AREA --_ ^ ' ( ' FOUR "i j FIVE / 3 / \� W ` J v i--;� -_ o � TOTAL LINEAL FEET OF STREET FRONTAGE (LOCAL: NO TREE REQUIREMENT) - 4,441 L.F. � �� +s / � • \ 0_ (INCLUDING BOTH SIDES OF LOCAL STREET PARKWAY: 8,882 L.F.) / BLOCK / 6' TOTAL LINEAL FEET OF STREET FRONTAGE (MINOR ARTERIAL) - 1,237 L.F. I rc�, ^ TOTAL NUMBER OF STREET TREES: 115 (LOCAL STREETS), 40 (MINOR ARTERIAL). AREA AREA AREA _ tc,/ < <J J WIDTH OF PARKWAYS: 8' LANDSGAPE STRIP. ONE TWO THREE COMMON OPEN SPACE FUTURE PHASE `\ 4✓ z 04 T AREA MAP NOT A PART __ U J D � REQUIREMENTS FROM UPC I I-36-3E: �� —___ • v TOTAL AREA OF PHASE ONE: I,00q,gg5 S.F. (23.1q AG) N 500 0 500 1000 1500 _, - = _ _ FUTURE PHASE QUALIFIED OPEN SPACE REQUIRED: 10% = 1o0,ggq.5 S.F. (2.32 AG) NOT A PART � SCALE: I"= 500'-0" \\� \ a TOTAL SQUARE FOOTAGE COMMON OPEN SPACE PROVIDED: 25.60% = 258,430 (5.q3 AG Do TOTAL SQUARE FOOTAGE QUALIFIED OPEN SPACE PROVIDED: 13.16% = 132,865 (3.05 AG) a Q c= W U ONE DECIDUOUS SHADE TREE PER 8,000 S.F OF OPEN SPADE REQUIRED: 22 (174,802 S.F FENCING REQUIREMENTS FUTURE PHASE y W ui o O NOT A PART \\ y m p Q z m COMMON OPEN SPACE PROVIDED) L. �\ 2 W Q BLOCK I LOT 2 (WEST) 146 L.F. 6'-0" PRIVACY FENCE W z OPEN SPACE DECIDUOUS SHADE TREES PROVIDED: 35 (PLUS 50 CONIFER TREES, WM 4 Q 0'Q C W W BLOCK I LOT 3 (SOUTH) 75 L.F. 6'-0" PRIVACY FENCE \ cc 41THROUGHOUT THE PHASE). N a°"g 2� BLOCK 3 LOT I (WEST) 103 L.F. 6-O PRIVACY FENCE — — — — — — — BLOCK 2 _ — J Q> >W STREET BUFFER - LAKE HAZEL ROAD (MINOR ARTERIAL) BLOCK 3 LOT I (NORTH) 174 L.F. 6'-0° PRIVACY FENCE Nub � LU a1 BLOCK 4 LOT I (NORTH) 243 L.F. 6'-O" OPEN FENCE I - T + _ \ o Requirements: LINEAR FEET TREES REQ'D TREES PROVIDED BLOCK 4 LOT I (SOUTH/EAST) 56 L.F. 6'-O" OPEN FENCE � 177 REVISIONS aD 25' BUFFER 1,237 L.F. 35 40 BLOCK 4 LOT I (EAST) 137 L.F. 6'-0" OPEN FENCE t�—�� I TREE / 35 LF. (27' BUFFER) —�F rn ter, pp pp _d No. Date Description a BLOCK 4 LOT 6 (EAST) 105 L.F. 6'-O" PRIVACY FENCE � EP �r �r EP �� r , 0- BLOCK 4 LOT 6 (EAST) 56 L.F. 6'-0" OPEN FENCE — — — — — — — — — — — — — — —E. LAKE HAZEL RD.— — — — — — — `J *LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIANGLES. BLOCK 4 LOT 6 (SOUTH) 26 L.F. 6'-0" OPEN FENCE BLOCK 4 LOT 7 (WEST) 53 L.F. 6'-O" PRIVACY FENCE rn €� - PATHWAY LANDSCAPE REQUIREMENTS BLOCK 4 LOT 7-14 (WEST/SOUTH) 526 L.F. 6'-0" OPEN FENCE - m Requirements: CROP T - TREEPER 00 BLOCK 5 LOT I (EAST) 88 L.F. 6'-0" PRIVACY FENCE PROJECT NO.: m BLOCK 5 LOT q (WEST) q0 L.F. 6'-0" OPEN FENCE 19048 CD � BLOCK / LOT LINEAR FEET TREES REQUIRED TREES PROVIDED BLOCK 5 LOT q (EAST) q0 L.F. 6'-O" OPEN FENCE B rn BLOCK 4, LOT I 212 L.F. 2 TREES 10 TREES 6 BLOCK 5, LOT q 116 L.F. I TREE 3 TREES BLOCK 6 LOT I (EAST) q6 L.F. 6'-0" OPEN FENCE DRAWN BY: BLOCK 6, LOT 10 116 L.F. I TREE 3 TREES BLOCK 6 LOT 10 (WEST) q0 L.F. 6'-0" OPEN FENCE TC/CW O a BLOCK CI, LOT 12 72 L.F. I TREE 3 TREES BLOCK 6 LOT 10 (EAST) q0 L.F. 6'-0" OPEN FENCE T OVERALL LANDSCAPE AND TREE MITIGATION PLAN CHECKED BY: � Requirements:10' REGIONAL PATHWAY - I TREE PER 100 L.F. BLOCK 7 LOT I (SOUTH) 203 L.F. 6'-O"OPEN FENCE ( , > LINEAR FEET TREES REQUIRED TREES PROVIDED BLOCK 7 LOT 7 (NORTH) 106 L.F. 6'-0" OPEN FENCE N 80 O 80 160 240 JB v 2,121 L.F. 21 TREES 41 TREES BLOCK 7 LOT 7 (WEST) 48 L.F. 6'-O" PRIVACY FENCE DATE: 00 BLOCK 8 LOT I (SOUTH) 203 L.F. 6'-0" OPEN FENCE SCALE: I"= 80'-O" AMENITY REQUIREMENTS BLOCK 8 LOT q (SOUTH) 209 L.F. 6'-0" OPEN FENCE o9/16/2020 BLOCK 8 LOT 10 (SOUTH) 102 L.F. 6'-0" OPEN FENCE O 6' BLOCK q LOT I (EAST) 184 L.F. 6'-O" PRIVACY FENCE SHEET NUMBER O o Requirements ACRES AMENITIES REOV AMENITIES PROVIDED T A N BLOCK q LOT 1-12 (NORTH) 1,115 L.F. 6'-0" CLOSED FENCE AMENITY FOR EVERY 52 (ENTIRE 3 3 BLOCK q LOT 12 (EAST) 186 L.F. 6'-0" OPEN FENCE ADDITIONAL 20 ACRES. SUBDIVISION) BLOCK q LOT 23 (NORTH) CIO L.F. 6'-O" OPEN FENCE L1.0 AMENITY LIST: WALKING TRAILS, POOL, ADDITIONAL 20,000 S.F. OF OPEN SPACE. SEE GALLOUT LEGEND FOR LOCATIONS. BLOCK 10 LOT I (EAST) 204 L.F. 6'-0" PRIVACY FENCE Q BLOCK 10 LOT 3 (SOUTH) 125 L.F. 6'-O"OPEN FENCE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLANT SCHEDULE ooa000000000 QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS ° -- - DECIDUOUS SHADE TREES SHRUBS °°°°*�� + - 44 AG Acer platanoides 'Grimson King' Crimson King Maple 2" GAL. BBB 45'H X 40'W II 68 CS Gornus alba `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W Er o ]_ ++ 3Ci AP Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. B&B 50'H X 50'W II 123 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W oc� wo W LA-16536 �,a i + + o 0 0 14 FS Fagus sylvatica Riversii Rivers Purple Beech 2" GAL. Bff B 50 H X 30 W II 55 MA Mohonia oquifolium Gompactum Compact Oregon Grape #2 3 H X 4 W g o 0o a/16/202 'o° w 15 FIR Fraxinus pennsylvanica Gimmzam Gimmaron Ash 2 GAL. BBB 50'H X 30 W II 43 PO Physocarpus opulifolius Monlo Diabolo Ninebark #5 8 H X 8'W ' 16 6T 6ledit5ia triacanthos Honey Locust 2" GAL. BdB 35H X 25'W II 5cl PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W _ -7 LT Lirodendron tulipifera Tulip Tree 2" GAL. BSB 60'H X 40'W III 23 SS Syringa 'Sensation' Sensation Lilac #5 1O'H X 6W °O000000��oo o°°° + A Af8 PA Plotonus x acerifolia Bloodgood' Bloodgood London Planetree 2" GAL. B a B 50'H X 40'W III 56 WF Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W o _ 23 OR Quercus robur x Q. alba 'Grimschmidt' Grimson Spire oak 2 GAL. BffB 4o;H x 15;w ii PERENNIALS/ORNAMENTAL GRASSES 0 lb TG Tilio cordata Grozam Corinthian Linden 2 GAL. B$B 40H X 15W ° q TT Tilia tomentosa 'Sterlin Sterlinq Linden 2" GAL. BffB 45'H X 35W 11 186 GA Golamogrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5H X 2'W V 62 DC Delos erma coo eri Hard Ice Plant #1 I'H X 2'W o M w CONIFEROUS TREES p p y E N Q M 154 EP Echinoceo purpureo Purple Goneflower #1 3'H X 2 W o ° E N ° 34 P6 Picea glauca 'densata' Black Hills Spruce 6' - 7' HGT. 40'H X 15'W 115 HS Hemerocallis x 'Stella de Oro Stella de Oro Dwarf Daylily #1 2 H X 2 W / 13 PP Picea pungens 'Hoopsii' Hoop's Blue Spruce 6' - 7' H6T. 30'H X 15'W 405 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W 0 ) a) m r5 `'' 2G PF Pinus flexilis 'VonderwoW Vonderwolf Pine 6' - 7' HGT. 30'H X 15'W 150 PA Pennisetum olo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W 0 ° �.E _ � - LQ a, n � � z AREA --- 7 PN a`n E iz o M w ONE Pinus ni ra Austrian Pine 6 - 7 HGT. 50H X 30'W � i U o ; 0 r, N -----�— ORNAMENTAL FLOWERING TREES 13 ° `° ° ° ° ° ° `b N 0 ' 0 � � � aoN `oU o W 0 m W -0 O Z C 2-7GG Gercis canadensis Eastern Redbud 2" GAL. B$B 25'H X 20' W I '- ° � �� 3 N 0 a Z U —J C7 = J mL W ED m 4 T AREA MAP + q MX Magnolia x soulangeana Saucer Magnolia 2" GAL. B B 30'H X 25' W I • • • • • • 3 0- CID CD w Dr 13 MS Malus 'Spring Snow' Spring Sno Graapple 2" GAL. B 5'&B 2H X 25' W 1 _ o No w b N 7 PC Prunus cerasifera 'Thundercloud' Thunder Cloud Plum 2" GAL. BaB 25'H X 25' W 500 0 500 1000 1500 0 L ■ W w SCALE: I"= 500'-0" + + + MATCHLINE - SEE SH 1 .3 AR r - �+ - . — � r�r�,� - - T� M MM Bill. . — . III ++ LINE - SEE SHEET L1 .1 11 --- II ` - +� 2 - PARR 0 + 4 + AP \ LANDSCAPE LEGEND z 0 U O K I I + + �+ + ------ 12 1 w Z • III , + LU + '� -- ;. + PLANTS TO BE INSTALLED i I I Q ♦ FA RR LL 4 WE CDLA ER w o III 1 - --• z O 12 Copyright©2020 EXISTING PLANTS TO REMAIN I I - Z All rights reserved. Reproduction or use in any form o 1 or by any means without written permission of 0 < 2 rr Breckon Land Design,Inc.is unlawful and subject to O I `_ criminal prosecution. J _ _ _ _ _ _ _ _ _ _ _ _ GUT ED6E, SEE DETAIL 5/1-2.2 w w I � w O10 6' VINYL FENGIN6 _ ( 1 CD 1 a ^ ^ ^ 6' WROUGHT IRON FENGIN6 m w ME! a 0 a i ■ ■ ■ NEEE ■ ■ ■ i 10' ACHD SEEPAGE I I + I I + , W a BED EASEMENT + � + s VISION TRIANGLE III ♦ + +I + , Z W 1010 " � ♦ + + + O z PROPERTY LINE (VERIFY) I I + + Q E w III + + FUTURE PHASE W Q N w BERM SHOWN AT INTERVALS o U PgM QUANTITY III + +� NOT A PART ' Im O Q U PLANT SYMBOL /'� + i+ cv Q � C� W + + L' J w Q + + + + + + + `�, M TURF SOD OVER APPROVED + + + J J G + + + + TOPSOIL + + + o + + + R-oI + + W W W o III + +I+ + W W N 0 III = _� �04 z oN LANDSCAPE MULCH BY OWNER OVER APPROVED TOPSOIL OR a0 APPROVED EQUAL I I + + + + + W W T + + + W W Q Q J BOULDERS, 2'-4' DIAMETER + + U , U) E TYPICAL. SEE DETAIL 3/L2.2 + + +I+ + W ' W z z � z F LL + +ll� P I 5 + W — DRYLAND SEED MIX, SEE J J QQW o SPECIFICATIONS ON LI.cT o o G III + + 45 + U C ) m III + LA + H - Q I I I + + 12 W CD III + HP W U CALLOUT LEGEND + +� + p o W CD E C� Q 1 40'-0" VISION TRIANGLE z - PRESSURE IRR16ATION PUMP STATION. SEE CIVIL + + 2 SHEETS. i I + +�+ t + > 6-O" VINYL FENGIN6, SEE DETAIL 2/ 2.2 I I I 3 + + J + + + V J + rn 4 6-0" WROUGHT IRON FENGIN6, SEE DETAIL I/L2.2 I I + 0 z oo + , � 5 SEEPAGE BED, SEE CIVIL PLANS I I +� W• D II v 10' SEEPAGE BED EASEMENT - DO NOT PLANTS I I + + + 10 ' 6 TREES WITHIN 10' EASEMENT I I I ■ + I+ t + C\, U J 7 SAVE AND PROTECT EXISTING TREE(S) I I ■ + + 6 2 3 �•W It W ( 1 0 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, o + + - -+ 5 PM AP ; o o° c W �./ 6 12 6 . o �W U. O 8 BOULDERS + 3 2 CS 2 1 :+ HS — LA PA — — 2 �� WmQ000_ + + + + + 5 + + AC + G + + + + + + + + pF RN + + + + + + + + + + + + + + + + + + 2 PN + + + + 3 + 26jRLLzt� 0 TOT LOT WITH PICNIC, TABLES, BENCHES ADA I + + 2 + + + + + + + + + + + + + + + 6 + + + 6 + + + + + + + + + + + + + + 6 + + + + + P6+ O PICNIC TABLE, SEE SHEET L2.1 FOR LAYOUT I I + GA + + + + + + ■ + + + + + + + + C + _ _+ HP + + + + + + + + + + + + + + CS PF + + + + +1+ + FS + W�� m =� Q o m + + 3 + .,,., +� 2 — 8 _ _ _ o 1O PROPOSED 10' ASPHALT REGIONAL PATHWAY, I I _ GS oo�o�+o P6 �+ �— J `t .�,a o k o g O SEE DETAIL I/LI.G. ASSOCIATED LANDSCAPING I \� 10W + � •' + +Y4 + + + + 1 (' SHALL BE INSTALLED IN FUTURE PAHSE III LA or, + + _ ,E + + q YN` Y + + + + + + + + + + + + + + + +I�R • + O 0� + + + + + + ; ;� 7ti� c + . + + + + + + + + + + + + + + 8 e + + + + + + + + + + + + + + + REVISIONS 11 SAVE AND PROTECT EXISTING FARR LATERAL I 14 HP — — —+ — F� No. Date Description 8 — �y ( � 12 17- SAVE AND PROTECT EXISTING BRIDGE I 3 1 6 PA 9 5 6 10 5 Q LA ° 6 6 L2.2 5 7 5 PA L2.2 L1.6 LA EP C 6 13 5' W O IDE MICRO PATHWAY L2 2 HS L2.2 L2 2 IZ EP EP m PROJECT NO.: B ' 14 MONUMENT SIGN, SEE L2.1 �C� EP EP EP EP 19048 EP (n O / DRAWN BY: z EQ EP EP EP TC/CW O C) EP EP — CHECKED BY: c- J6 U —co E. LAKE HAZEL RD. DATE: O 09/16/2020 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O rn SHEET NUMBER O A0 C4LANDSCAPE PLAN — AREA ONE T U IN 0 20 40 60 L1■1 L Q- SCALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLANT SCHEDULE QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS DECIDUOUS ❑OF°I°OOO000 -- - r DECIDUOUS SHADE TREES SHRUBS °° TZ Bo° r + 44 AG Acer plotonoides 'Grimson King' Grimson King Maple 2" GAL. B&B 45H X 40'W II 68 GS Gornus alba `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W or *+ 3q AP Acer platonoides 'Deborah' Deborah Norway Maple 2" GAL. BBB 50'H X 50'W II 123 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W g o� wo W * + 14 FS Fagus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. BffB 50'H X 30'W II 55 MA Mahonio oquifolium 'Gompactum' Gompoct Oregon Grape #2 3'H X 4'W o LA-16536 �,og I� 15 FIR Froxinus pennsylvonico 'Gimmzam' Gimmoron Ash 2" GAL. BBB 50'H X 30'W II 43 PO Physocarpus opulifolius 'Monlo' Diobolo Ninebork #5 8'H X 8'W oho q/16/202 + _ 16 6T 61edit5io triaconthos Honey Locust 2" GAL. B&B 351-1 X 25'W II 5q PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W °°000 j� 4�00o z 7 LT Lirodendron tulipifera Tulip Tree 2" GAL. BBB 60'H X 40'W III 23 SS Syringa 'Sensation' Sensation Lilac #5 1O'H X 6W o pp000 + 8 PA Platanus x acerifolia 'Bloodgood Bloodgood London Planetree 2 GAL. Bff B 50 H X 40 W III 56 WF Wei elo florida 'Dark Horse Dark Horse Weigela #2 3'H X 3 W o 23 OR Quercus robur x Q. alba 'Grimschmidt' Grimson Spire oak 2 GAL. BBB 40'H X 15'w ii PERENNIALS/ORNAMENTAL GRASSES o 18 TG Tilio cordata Grozam Gorinthion Linden 2 GAL. BffB 40'H X I5'W 0 o q TT Tilia tomentosa 'Sterlinq Sterlinq Linden 2" GAL. BBB 45H X 35W II 186 GA Galamagrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 51-1 X 2'W 0 CONIFEROUS TREES 62 DG Delosperma cooperi Hardy Ice Plant #I I'H X 2'W o I M 184 EP Echinacea purpureo Purple Goneflower #1 3'H X 2'W a �, o N ° 34 P6 Piceo glauca 'densato' Black Hills Spruce 6 _ 7' H6T. 40'H X 15'W 115 HS Hemerocollis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W 0 U� N � o 13 PP Picea pungens 'Hoops!!' Hoops Blue Spruce 6 7' H6T. 30 H X 15 W 403 LA Lavandula angustifolia Hidcote Blue English Lavender #1 3'H X 3 W w = _ = m l0 ° co CD 2q PF Pinus flexilis 'Vanderwolf' Vonderwolf Pine 6' - 7' H6T. 30'H X 15'W 150 PA Pennisetum olo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W 0 �z E _ _ � Cu n , _ w = U.- � = Ln = L z 0 AREA co 7 PN Pinus ni ro Austrian Pine 6' - 7' H&T. 50'H X 30'W a) a`cn E ( ._ a W (D w TWO -- ORNAMENTAL FLOWERING TREES a� _ ` ' ° 0 wo� m o � .oa mmN `oU o o .— L m CL O Z = II I I > C L M �C N p (.� Z 27 GG Gercis canadensis Eastern Redbud 2 GAL. BBB 25H X 20 W I w X + q MX Magnolia x soulangeona Saucer Magnolia 2" GAL. BaB 3O'H X 25' W 1 . . . . . . ii coC cD T AREA MAP 13 MS Malus 'Spring Snow' Spring Snow Crabapple 2" GAL. B8B 25'H X 25' W I - 0 7 PG Prunus cerasifera 'Thundercloud' Thunder Gloud Plum 2" GAL. BaB 25'H X 25' W I - N 500 O 500 1000 1500 0 L ■ w ° SCALE: I"= 500'-0" / 18 / MATCHLINE - SEE SHEET L1 .5 Q MATCHLINE - SEE SHEET L1 .2 0 m � , o LANDSCAPE LEGEND 13 U U K P/ R l / u 0 ' z z 16 W10 • x 4 / PLANTS TO BE INSTALLED , 'I o / BLOCK 4 w w w Z 17 / Copyright©2020 EXISTING PLANTS TO REMAIN P/ Z • 00. � RR\ / All rights reserved. Reproduction or use in any form ° _— or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 J ---_— -- -----`—``\ / , criminal prosecution w w a — _ _ _ _ _ _ _ _ GUT EDGE, SEE DETAIL 5/L2.2 ---_ w — — — P/RR / z 6' VINYL FENGIN6 0 w ��^ 6 WROUGHT IRON FENGIN6 r iRR z i ■ ■ ■ i ■ ■ ■ i ■ ■ ■ i 10' AGHDSEEPA6E 11 -----__- , w a BED EASEMENT - - z z O VISION TRIANGLE - P/ R 4 0 H - z 7 END O PROPERTY LINE (VERIFY) CV coM w ° w BERM SHOWN AT I' INTERVALS J J Q N o 8 QUANTITY , O U PM PLANT SYMBOL P W W a 0 N lRR W W UJ z - co �o + + + 00 IL•1� TURF SOD OVER APPROVED U) W _ G + + + + TOPSOIL W W R W -- C w W W l � � O _ Rq N 0 = 0 LANDSCAPE MULCH BY OWNER 11 ------/ , W � r n N OVER APPROVED TOPSOIL OR W W O / /-__ W C J Q a0 APPROVED EQUAL W W BOULDERS, 2'-4' DIAMETER � TYPICAL. SEE DETAIL 3/L2.2 U) , U) \ / UJ LU Lu z ---- -- _ Q Q z �_ UJ ILL DRYLAND SEED MIX, SEE w o SPEGIFIGATIONS ON Ll.q U V _ _ —J _ Q Q � w _ Q � � W � U � CALLOUT LEGEND 3S �0 CDLu CD >- E FUTURE PHASE A _ 5 � 1 40-O VISION TRIANGLE • N O T A PART I \•„- GA 0 2 PRESSURE IRRIGATION PUMP STATION. SEE CIVIL MS —0- SHEETS. ^ 3 6'-O" VINYL FENGIN6, SEE DETAIL 2/L2.2 \ \ + + Q 4 6-O WROUGHT IRON FENGIN6, SEE DETAIL I/L2.2 + + +� 00 \ )� + + + + \ 9wt rUy. 0 0 N SEEPAGE BED, SEE G I V I L PLANS � 0 - - -- ,I + + + 0 -� 8 ,� \ a W v LA + PA + + + + 4 + + + + + + + + + + + GA + + + + + + ++ 10 SEEPAGE BED EASEMENT - DO NOT PLANTS I � G TREES WITHIN 10' EASEMENT + + + 3 + + + + CS + + + + + + + + + 3 + + U �t r 7 SAVE AND PROTECT EXISTING TREE(S) 2 I 3 P6 �,. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + GS + + + , �WmW y V 0 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, PM L1.6 � a amo= W � 4 SS PN AG + + + + + + + + + + + + + + + + + + + + + + + O 3 + + + + + +QN + + + + + + + + + + + + + + o o y�ui�U. BOULDERS 2 6 �� K '` y W o m o o;, + + 3 + + + + + + + + IO + 5 6 6 + + + + + �7- + + �� 2 TT 7- 7 7 7� + + + + + + + + + + + + + + + + + + + \� WmQ000_ n PG + + + + + + + + + + GA + + + + + + + + + + + + + + + + + + + + + + 12 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + zWm�zm� 0 TOT LOT WITH PIGNIG TABLES, BENGHES ADA + + +1 + FS + + + + + + + + LP + + HS PA + + P° 8 + + + + + + + + + + PN + + + + + HS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 O PIGNIG TABLE, SEE SHEET L2.1 FOR LAYOUT _ — '� cc o a Q m W W _ � � � + � + +� � +� � + � + +�- � + � +� �� +� � _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + m�- Qom ly,.IU. 1.4 11 • 1 {V Q -C PROPOSED 10 ASPHALT REGIONAL PATHWAY, .` 3:s '•=_ e E a oW C o 10 SEE DETAIL I/Ll.q. ASSOCIATED LANDSCAPING + +� + + + _ + :� ,,rF �•� � + + + + + + + + ` + + +� 1 +\ J l + + + + + + + + + + + + + + + + + Q z�°.W g a'` + + + + + + + + + + + + + + + + + + + + + 2 + + + + + + + + + + + + + SHALL BE INSTALLED IN FUTURE PAHSE � O 0 + + + + + +�:. + + + + + + 1 + + 0 + + + + + J+ + + + + + + + + + + + + + + + + + + + + + + + + 3 2 REVISIONS G +SAVE AND PROTECT EXISTING FARR LATERAL * + + + + — + — � + + + PF �� - -7-7-7+ 7 -7 -7-7-7 - -7-7 No. Date Description 14 9 (� 0 12 SAVE AND PROTECT EXISTING BRIDGE 7 6 TT EP 4 5 L2.2 5' WIDE MICRO PATHWAY L2.2 L2.2 CS LA L2.2 13 PROJECT NO.: 14 MONUMENT SIGN, SEE L2.1 19048 (n B DRAWN BY: z TC/CW C) EP EP EP EP EP EP EP EP EP i CHECKED BY: O U E. LAKE HAZEL RD. DABTE: co 09/16/2020 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p SHEET NUMBER O A0 C4LANDSCAPE PLAN - AREA TWO T U 20 0 20 40 60 L1.2 0 Q- SCALE: I"= 20'-0" 1 12 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 PLANT SCHEDULE OTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS OTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS °° ❑o� ° 0 2� D DECIDUOUS SHADE TREES SHRUBS �pppo*g��gITZp000000� o a 44 AG Acer platanoides 'Grimson King' Grimson King Maple 2" GAL. B4B 45'H X 40'W II bb GS Gornus alba 'Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W ++ 3a AP Acer latanoides 'Deborah' Deborah Norway Maple 2" GAL. B4B 50'H X 50'W II 123 HP H dran ea aniculata 'Jane' Little Lime Hard H dran ea #2 4'H X 4'W o� wo w p p y g P y y g o LA-16536 �,o * + 14 FS Fagus sylvotica 'Riversii' Rivers Purple Beech 2" GAL. B4B 50'H X 30'W II 55 MA Mahonia agyifolium 'Gompactum' Gompact Oregon Grape #2 3'H X 4'W o 000 15 FIR Froxinus pennsylvanico 'Gimmzam' Gimmoron Ash 2" GAL. B4B llfollus 50'H X 30'W 11 43 PO Physocorpus opu 'Monlo' Dlabolo Ninebark #5 b'H X 8'W oo° a/I6/202 16 6T 61edit5ia triocanthos Honey Locust 2" GAL. B4B 35'H X 25W 11 59 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W a- — LT Lirodendron tuliplfera Tulip Tree 2" GAL. BBB 60'H X 40'W III 23 SS Syringo 'Sensation' Sensation Lilac #5 10'H X 6'W °0000 0 0000pO°° + Af b PA Plotanus x ocerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. E34E3 50'H X 40'W 111 56 WF Wei elo florido 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W + 23 OR Ouercus robur x 0. alba 'Grimschmidt' Grimson Spire Oak 2" GAL. B4B 40'H X 15'W 11 Z IS TG Tilia cordato 'Crozam' Corinthian Linden 2" GAL. B&B 40'H X 15'W 11 PERENNIALS/ORNAMENTAL GRASSES \ 0 CI TT Tilla tomentosa 'Sterlin ' 5terlinq Linden 2" GAL. B4B 45'H X 35'W II 06 GA Golamagrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W 0 _ 62 DG Delosperma cooperi Hardy Ice Plant #1 I'H X 2'W M o M CONIFEROUS TREES 154 EP Echinoceo purpureo Purple Goneflower #1 3'H X 2'W 0 2) o S z •au 34 P6 Picea glauca 'densata' Black Hills Spruce 6' - -7' H&T. 40'H X 15'W 115 HS Hemeroca111s x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W 0 cu 13 PP Picea un ens Hoo sii Hoo s Blue Spruce 6 - '7 H6T. 50'H X 15 W 403 LA Lavandula an ustifolici Hidcote Blue English Lavender #1 5'H X 3 W d jjjjjj/ 2q PN Pinus flexlglls 'Vonderwolf' Vonderwolf Pine 6' - -7' H6T. 30'H X 15'W 150 PA Pennisetum alo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W 0 �L cn E � ° to Mn 3 O AREA � a � E � O m Pinus ni ra Austrian Pine 6 - 7 H6T. 50 H X 30 W �, o❑ E o"oo N c9 - THREE ORNAMENTAL FLOWERING TREES a0C-) c C co - y oro .om maoN `oV o W .N O_Co -0 L] z [_ N 2-7 GG Gercis conadensis Eastern Redbud 2" GAL. B$B 25'H X 20' W 1 w r?�-1 3 L Loo o + Cl MX Magnolia x sou Iangeona Saucer Magnolia 2" GAL. B 4 B 30'H X 25' W 1 3 L` Cl- CIO C7 T AREA MAP 13 MS Molus 'Spring Snow' Spring Snow Crabapple 2" GAL. B8B 25'H X 25' W I _ PG Prunus cerasifera 'Thundercloud' Thunder Gloud Plum 2" GAL. B8B 25'H X 25' W 1 z L N 500 O 500 1000 1500 0 w LANDSCAPE LEGEND z 0 m 0 a U PLANTS TO BE INSTALLED I z K U U ' Z W o U EXISTING PLANTS TO REMAIN 0 w _ _ _ _ _ _ _ _ _ GUT EDGE, SEE DETAIL 5/L2.2 z w Copyright©2020 Z All rights reserved. Reproduction or use in any form o 6 VINYL FENGIN6 or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 J , 6' WROUGHT IRON FENGIN6 criminal prosecution. w a w Q ■ . ■ � ■ ■ ■ � ■ ■ ■ � 10' AGHD5EEPA6E BED EASEMENT 0 z w VISION TRIANGLE W w 0 z — — PROPERTY LINE (VERIFY) BERM SHOWN AT I' INTERVALS W z UJLL H N coPM PLANT SYMBOL O o QUANTITY a J J 010 w + + + ++ + + TURF SOD OVER APPROVED UJ Q N^ W W + + + + + + + TOPSOIL �JJ O _ LJJ_ < < z 0 C/) U _ CO UJ LL Q® UJ W LANDSGAPE MULCH BY OWNER n o LU OVER APPROVED TOPSOIL OR I■■L o cwi) FUTURE PHA E APPROVED EQUAL w NOT A PART BOULDERS, 2'-4' DIAMETER ' N OQ O 111 UJ TYPIGAL. SEE DETAIL 3/L2.2 � �Z z `� co� = Qz J J o DRYLAND MIX, SEE U U SPEGIF ATIONDS ON LIA < < UJ Q Q � J F-- z 0 LIL UJ <= J 0 \ CALLOUT LEGEND — UJ m _ 1 40'-0" VISION TRIANGLE UJ U) UJ E — 2 PRESSURE IRRIGATION PUMP STATION. SEE C I V I L Q CDI L 1 UI V SHEETS. E \ \11 \ \ \ 3 6-0" VINYL FENGIN6, SEE DETAIL 2/1-2.2 z c0 r p U 6-0" WROUGHT IRON FEN6IN6, SEE DETAIL I/1-2.2 w N o \ z \ \ \ SEEPAGE BED, SEE G I V I L PLANS PA fir\ \ \ \ \ \ \ 6 TREESEI^11A H NBIODEASEM NTEASEMENT - DO NOT PLANTSIO' SE J O �.F •„� .°\ iq L2.2 \ \ \ \ \ /J � = = \ \ SAVE AND PROTEGT EXISTING TREE(S) p L \ \ \ \ \ 6 3' BERM AT 5:1 SLOPE WITH TREES, SHRUBS, LU c� 8 \ \ \ 7 L 9 O BOULDERS 5 \ L2.2 \ \ 6 L1.9 3 4 3 TOT LOT WITH PIGNIG TABLES, BENGHES ADA G + \ \ PO O PIGNIG TABLE,, \ LA}' GS 3 GS SEE SHEET L2.1 FOR LAYOUT CC + + � } + + + + + + + — — \ P6 10 PROPOSED 10' ASPHALT RE61ONAL PATHWAY, a a o= W v + + + + + + + + + + + — — — — — — — — 00 �. C► o {} \ \ \ SEE DETAIL I/LIA. ASSOGIATED LANOSGAPINC 'Lou, z + + + + 10 + r- T -. — 5 + + �t � + + + 3 + + + + + + + \+ + + + + + + + + + \ \ + + SHALL BE INSTALLED IN FUTURE PAHSE \` h y mc° O + + + + + + + + + r + + + + \+ + + + + + + + + + +� \ \ \ _ \ 2WCW001. + + + + LA + 3 + 4 PA �� + PP + + + + l + + F� 10 P + \+ + + + + + + + + + +� \ + � + + + + �� c�W?c�� Q + + + + + PO + + GS + + � �" � ` � ' + + + + + + + + + + + ..\+ + + + + + + + + +�. \ \ , + �+\ + + + + + + +�+ + + + + + 11 SAVE AND PROTECT EXISTING FARR LATERAL �� {� O Q R W W + + + + + + + + + + + + + +� �+ + + + + + + + + + + + + + + + + + + + + +mac` \ +\� + + + + �+ + + + + + + a NOOQ92C + + + + + + + + + + + + + + J + + + + + + + + + + + + \+ + + + + + + + + + +� \ \ +\ + + + + `•�f + + +�� + Cn- + + + + + + + + + + + + + + + + + 3 + + + + + + + + + + J+ �\+ + + + + + + + + +� 11 \ \ + \+� + + + + + + + + + 12 SAVE AND PROTEGT EXISTING BRIDGE Q) + + + + + + + + + g + + + + + + + + LT + + + + + + + + + + + + . + + . + + + + + + + + + +�� \ +\� + + + + + + +` � + + �� Q o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ _+ + \+ + + + + + + + + + . ... _ _ _ +\ + + + + + + + + + � � L2.2 � -T 'f -T -T �� -T -T �� -T � �f� � � � 13 5' WIDE MICRO PATHWAY REVISIONS j \ \ \ — _ _ \ No. Date Description r — 14 MONUMENT SIGN, SEE L2.1 PROJECT NO.: h 2-2"METAL 9048 B , A QWATER CASINGS WOFF CAUTION SIGN a i z EP EP Er^ EP EP EP EP EP EP EP EP EP EP EP EP EP EP DELINEATORS DRAWN BY: TC CW CHECKED BY: O JB U 00 E. LAKE HAZEL RD. DATE: - - - - - - - - - - - - - - - - - - 09/16/2020 O 6 SHEET NUMBER O A LANDSCAPE PLAN — AREA THREE T T 0 N 20 0 20 40 60 L1.3 0. s- ■ - SCALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLANT SCHEDULE ooa000000000 QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS °°°�� °F ID DECIDUOUS SHADE TREES SHRUBS °*�� Bo 44 AG Acer plotanoides 'Grimson King' Grimson King Maple 2" GAL. BBB 45'H X 40'W II 68 CS Gornus albo `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W LANDSCAPE LEGEND ors 3ci AP Acer lotonoides 'Deborah' Deborah Norwa Maple 2" GAL. BBB 50'H X 50'W II 123 HP Hydrangea aniculota 'Jane' Little Lime Hard Hydrangea #2 4'H X 4'W8 6- P y pp yt LA-16536 �o W 14 FS Fagus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. BBB 50'H X 30'W II 55 MA Mohonia oquifolium 'Gompactum' Compact Oregon Grape #2 3'H X 4'W T oo T �p a/16/202 0° w + 15 FIR Fraxinus pennsylvanica Cimmzam Gimmaron Ash 2 GAL. BBB 50 H X 30 W II 45 PO Physocarpus opulifolius Monlo Diabolo Ninebark #5 8 H X 8'W o o� 6 6T Lilrodenlci dron tulliinthos ife o THoney reeLocust 2" GAL. BBB 60 H X 40 W III 23 SS SI rin au'Sensation'ound' 5lovqmounSensation dLilaarf Mugo Pine #5 O H X W °OO°GOoo °�°°° w NDS CA4 00 ° 5 '. aooc00000 8 PA Platanus x oceri olio 'Bloodgood' Bloodgood London Planetree 2" GAL. BdB 50'H X 40'W III 56 WF Weigela florido 'Dark Horse' Dark Horse Weigelo #2 3'H X 3'W PLANTS TO BE INSTALLED ° ____________J 23 QR Quercus robur x Q. alba 'Grimschmidt' Grimson Spire oak 2" GAL. BBB 4o'H x 15'w II PERENNIALS/ORNAMENTAL GRASSES „f/,r/ �psi \ i� ,,, , S�sl 18 TG Tilia cordata Grozam Corinthian Linden 2 GAL. BSB 40H X 15W �:.05 AREA '' a TT Tilia tomentosa 'Sterlin Sterlin Linden 2" GAL. BffB 45'H X 35'W II 18(0 GA Galamagrostis x ocutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 51-1 X 2'W 0 FOUR CONIFEROUS TREES 62 DC Delosperma cooperi Hardy Ice Plant #1 I'H X 2'W ° o E M 154 EP Echinacea purpurea Purple Goneflower #1 3'H X 2'W a EXISTING PLANTS TO REMAIN 0) o ° '. r- 54 P6 Picea glouca 'densata' Black Hills Spruce 6' - 7' H6T. 40'H X 15'W 115 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Doylily #1 2'H X 2'W 0 ° C-3 -° = N Q 13 PP Picea pungens 'Hoopsii' Hoop's Blue Spruce 6' - 7' 1-16T. 30'H X 15'W 405 LA Lovandulo angustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W 0 cou c l CIO m � o m 0 c N LL 2G PF Pinus flexilis 'Vonderwolf' Vanderwolf Pine 6' - 7' HGT. 30'H X 15'W 150 PA Pennisetum olo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W 0 ° L E ° = a � � ° W — ° .- 7 PN Pinus ni ra Austrian Pine 6' - 7' HGT. 50-H X 30'W — — — — — — — — — — — — GUT EDGE, SEE DETAIL 5/L2.2 E o m o o a ORNAMENTAL FLOWERING TREES ,`0 ° N o 10 w - .N a10 - � o bj z 6 VINYL FENCING z o M .m z 3 n o Z T AREA MAP 27 GG Gercis canadensis Eastern Redbud 2 GAL. B8 B 25 H X 20 W I w o 3 t o ct MX Magnolia x soulangeana Saucer Magnolia 2" GAL. BdB 30'H X 25' W I 3 a CO cs 6' WROUGHT IRON FENGIN6 W 13 MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. B8B 251-1 X 25' W 1 _ _ o N 500 0 500 1000 1500 1 7 PG Prunus cerasifera 'Thundercloud' Thunder Gloud Plum 2" GAL. B$B 25H X 25' W I Z ■ ■ ■ � ■ ■ ■ � ■ ■ ■ � 10' AGHD SEEPA6E W L SGALE: I"= 500'-0" BED EASEMENT o W VISION TRIANGLE m ° W 'J E. PHENOMENAL ST. MATCHLINE - SEE SHEET L1 .6 — — PROPERTY LINE (VERIFY) Z �1 BERM SHOWN AT I' INTERVALS m MATCHLINE - SEE SHEET L1 .4 ° _ QUANTITY PM PLANT SYMBOL a + + + + + + + + + + + + + + + + + + + + + + + o + �+ + + + + + + + +�+� + + + + + + + + + �+1+ + + + + + + + + +�+� + + + + + + + + + /. + + + + + + + + + 1 t1 + + o K + + + + + + + + + + + �+ + + + + + +� + + + + + + + `+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' + 4 + � + + + + + + w TURF SOD OVER APPROVED GG 1 PA EP + , + + + + TOPSOIL ° W — — — + 1 — — — — — — — — — — — — — — — — I + --+ -- -- AG + 4 I GG + --- --- = w • + LA AG �{ + w } AP + + + LANDSGAPE MULCH BY OWNER Z rr Copyright c�2020 3 3 START 3 w"•, + + + OVER APPROVED TOPSOIL OR Z END All rights reserved. Reproduction or use in any form o E30START + + , APPROVED EQUAL or by any means without written permission of 2 W'"= Breckon Land Design,Inc.is unlawful and subject to 0 + + criminal prosecution. rc J HP 5 } HP I I I I + BOULDERS, 2'-4' DIAMETER W PA + 5 3 • + �+ TYPIGAL. SEE DETAIL 3/L2.2 + I I I I = �+ z II + PA 3 PM a a •. + K 5 LA 6 P6 L2.2 + + + + + o PA + LU 111, + EP + + DRYLAND SEED MIX, SEE EP + I + + GA 5 *lop + + + 3 SPEGIFIGATIONS ON LI.G CA 3 Q y„ I I I I wF •� + + + --�--I o " I g + Q + WF 6 1 2 ►+ + J CALLOUT LEGEND O L2.2 a 6 HP L2.2 Q + + ^ ' W + W AG I + + + + + ° 3 6 + + 4- , LLJ Q N ° p + LA I I I I I DC I + + + + + , 1 40'-0" VISION TRIANGLE BLOCK 1 O MS 6 + + PRESSURE IRRIGATION PUMP STATION. SEE CIVIL O W O i I I I I HS + + + 2 SHEETS. Q z Ir3 MS + J + + &4- + + + + + + 3 6'-0" VINYL FENGIN6, SEE DETAIL 2/L2.2 co w o Q 6 + + + K .,, COG 14 WF + CJ� + L2'2 BLOCK 4 _• + + + + + + + + , 4 6'-O" WROU6HT IRON FENGIN6, SEE DETAIL 1/1-2.2 w Er + + 13 + + W Q W. . o LA ( 3 4 5 6 6 5 SEEPAGE BED, SEE GIVIL PLANS O 5 + 2 I I I I L2.2 + + + PA 1 6 w,.. 2 04 EP I I I I 10 � � + + + + + � N/ T � o I EP 3 ` + + 10' SEEPAGE BED EASEMENT - DO NOT PLANTS CD Q + - + 6 TREES WITHIN 10' EASEMENT P6 + GA 1 LA ,.,,, 4 G + I + p6 L2 2 ° ° ` 5 + i 7 SAVE AND PROTECT EXISTING TREE(S) y J 1PE T END L2.2 2 w,., 4� + + _.,,.._ 10 18 = Q �, + LA I I I I 7 GA °1•� i • " %� 3 i O BOULDERS3' BERM T 3:1 SLOPE WITH TREES, SHRUBS, W 'old`` Y46_ L2.2 '� I '` ' START TOT LOT WITH PIGNIG TABLES, BENCHES ADA .. F cn G I +� •. 2Q PIGNIG TABLE, SEE SHEET L2.1 FOR LAYOUT z J �' ° PG START WF 6 1 GG ILL10 HP .• - PROPOSED 10' ASPHALT REGIONAL PATHWAY, UJ < < o O °5 ° , .,,,,� START 3 3 L1.6 DG av�e ' GA 10 SEE DETAIL I/LIA. ASSOGIATED LANDSGAPIN6 w ` O 1 3 END • • •• .". `M SHALL BE INSTALLED IN FUTURE PAHSE n ° END `F O 3 3 3 8 i V 1 4 � t`� '+*R I 3 PM 1..� � �• 4 I � � P6 G 4 - . I u START PO c HP — — — — — — —— � � a.� a � as .� as a.� a:� � � �.��¢, • s� a;� � .,.•„„ PG SAVE AND PROTECT EXISTING FARR LATERAL Ww L J — — — .,,, - - - - - -- — R - - END / SAVE AND PROTECT EXISTING BRIDGE .•• ° •• :. 4 • � / 12 Q L1J START 0 V 5' WIDE MICRO PATHWAY a + + wF a L2.2 + + + + �� + + + + _ 7 = 13 z 1 :.� 5 + + 23 _ _0 00 O O _ + 3 + + 3 {} �} + + 3 + Q{O� 5 Q + + LA 3 + + + + + + HP + + + — + PP + + + + + + + 1 A + + F,A + -a + I / MS 1 O I + + 9 + + 3 + HS + + + + + 5 + + + + + G + + + + + + + +� . CIS G ^ 'EP 6 3 MONUMENT 5I6N, SEE L2.1 LLJ ` J + 5 I + LA + PA + + + + + SS + 6 + + + + + + HP 3 + + + + + + WF + + + + + + l + + + 4 Q Toe 6 PA TT + 6 + + L2.2 + + + + + PA + wF + + + SS + + + + + + I + + + + + + + + + + / Ni LO \ L2 2 + + + + + WF + + + + + + + + + + + 3 + + + 5 + + + + + + + + + + + + 6T + + + + + + + + + LA / + + + + + + + + + + + + + + + + + + + + MS + + + + + + + + + + + + + + + 8 + + + + + + + / \ + + + j + + + + + + + + + + + + + + + + + + + + + + + + + L2.2 + + + + + + + + + + + + + LA + + + 2 + + + J J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + 6T + -7 + 3 / \ Toe \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Hc> WF O T + + + + + + + + + + + + + + + + + + + + + + [ �,( /�+ + + + + + + + + + + + + + + + + + + + + + + + + + O �� ` �F� °F + 1 //+ 8 + + + + + + + + + + + + + + + + + + + + + ULLtV `t + + + + + + + + + + + + + + + + + + + + + + + + + + + + I W W z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PO 7 = � = W + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 3 / v , - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PF / G + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + W W c + + + + + + + + + + + + + 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� / + 0 HS W W ti co I + + + + + + + + + + + LT + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 ` (n U) a aUJc= W U + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O 1 1 3 0 0 z O UJ O eft \ \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ ° o y%J �—- O �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 W W � WmQa�o:, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O 2 W�U. I. O I + + + + + + + + l+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DO L2.2 Z Z ��/ ;Z �4�� 0 + + + + + + +` + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �/ mao�Qom (S Z Z �IR�VgZW z i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 1 V U °c + + + + + + + + + + + + + + + + + + + + + + + + + + + + PO O O i + + + + + + + + + + + + + + + + + + + + + + + + + + + + AG + + + + + + + + + + Q Q REVISIONS • + + + + + + + + + + + + + + + + + + + + + + + + + + CIS No. Date Description I 11 7 (� n- + I pip � ` ��,\\ O �\\ + + + + + + + + + + + + + + + + l+ + + + + + + � + + + + + + + + + + + + + .. + + + + + + 4 8 / a 1 + 1 I ` + + + + + + + + + + + + + + LA + + + + + + + + + + + PR 0.: + I,,,, c ,, ,, + + + + + + + + + I 19048 1 DRAWN BY: wF z + + + + + / TC/CWEP O + + + + MATCHLINE - SEE SHEE 1 .3 FAR CHECKED BY: 1 I �+ LINE - SEE SHEET L1 .1 11 --- 09 16 2020 0 SHEET NUMBER O O T A 0 T LANDSCAPE PLAN — AREA FOUR L1.4 o N 20 0 20 40 60 i SCALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ' MATCHLINE - SEE SHEET L1 .6 /* 0000ao 000000 MATCHLINE — SEE SHEET L1 .5 • • °°��TZiiiiiiiiiiiiiiiiiiiiiillillilllllllllllliiiiliB ° � o or Ua C) + r + �`� LA-16536ft �g o o /� 1(9/202 re + + + + J + + �� ` o + + + + + + +/ + + + + + • ♦ sy AREA / z + 1 + + + + 3 + + + + + ` ;'t FIVE o + AREA + ��} PM \ + + + + + • • E `i + + + + r + + + + + • N/pC - M + + + +OUR + + + + + + + + + + + + + + + + + + ` • ' OT� V ° ° o N o + + + + + +� + + + + 3 + + + + + + ' . U N o + + ` J+ + END / \ + + + • • ` O �s E a m n 3 o w J + + + + + l0 / + + + + + • _ + + + + + + + + LA 8 + + + + + + + + + + • o-rbLJ � � Yo"7O sa m L ' aEN' o C CD U' — w m � � .0 L nNICU z- o �E -0 o + 1 + + / L2.2 + + + + + • ft AREA MAP W W L 0 a o z + + + + + \ + + + ¢ U J W U = J t coo O + + + + + 10 \ + + 1+ + • • N 500 O 500 1000 1500 ' ' ' ' ' ' 3 a CO w ■ ■ _ ■ ■ — ° + + + / / \ \ + + + + / SCALE: I"= 500'-0" Z + + + + 10 BLOCK 6 4 + + + + W 00 + + + + + HS + + + PF 2 ' ' �°�n�� + + + + + + , ; • • LANDSCAPE LEGEND _ + DG + , HP 3 / , 5 , +` + + / Z + + 3 + / I / / • •� + + + / + • + + + AG + •�• + + +r o + + CC 2 / 4 / •• \ + �+/ \ \ PLANTS TO BE INSTALLED a 7 / - + + �+ + + + + / 6T y� o + + + PM \ K Ilk+ + + 3 ' / 5 ' ' 4 y y EXISTING PLANTS TO REMAIN ' o 3 / W ' + + + + + + + START / 6 / START -•. ° + + + + + + / / 3 ;•;'•: 4 _ _ _ _ _ _ _ _ _ _ _ _ GUT EDGE, SEE DETAIL 5/L2.2 ° a w 1 I 3 , 7 / {'G _•;' END w EP I r, r, r, 6' VINYL FENGIN6 Copyright c�2020 Z All rights reserved. Reproduction or use in any form o LA , / Q ^ ^ ^ 6' WROUGHT IRON FENGIN6 or by any means without written permission of 2 8 BLOCK 6 w•. / Breckon Land Design,Inc.is unlawful and subject to 0 1 G / / criminal prosecution. c JJ •"•- ■ ■ ■ � ■ ■ ■ � ■ ■ ■ � 10' AGHOSEEPA6E L2 2 5 �"° BED EASEMENT - - - — + + + + + EF / 9 18 — — — — — + 4 / / LA �+ VISION TRIANGLE o + + + + + + + + + 1-7 1 Y + + + + + + + + + + + + + 1+ + + + / ' GA `` — — PROPERTY LINE (VERIFY) W + + + + + + + + + q / +� + + + + + �+ + 3 END 7 / 32 c� co BERM SHOWN AT I' INTERVALS W a -1 + + + + + + + + 4v Z + + + + + + + + + + / / LA .,,. + + + + + + + + 1 W / g QUANTITY °- + + + + + 1 + + + + 3 /q C/ C •■ / g L2.2 PM PLANT SYMBOL W 10 + + + + + + `l ' O > H / + + + + + LT + + + + MA P/RR\` / PM + W _ / ••• END �° + + + TURF SOD OVER APPROVED I + / • 4 U + + + + + + + + + / 0oO0p°11 O \ !goo _„ + + + + + + + TOPSOIL N o +� - -+ + + + + + ' BLOCK 5 • p00 °°°000p00000,0 4 O < W 1 + + + + 3 + / 00 00oo o p opop°p0000p START Q W W z + + + PF °p000p00000 O C 0po0jo00o mil/ o + + + + J M Q + + + �A + + 1 2 °°°°0po 00 O °°O Oo °°p 00 PO . ' OVER APPROVED TOPSOIL ORCM/ ° d� + + + + + + + + PO + I /' ' • P/RR ° p°°°o 00 000 0 O • APPROVED EQUAL W 1 3 •- • I • BOULDERS, 2 4 DIAMETER W ° + + /a • ■ PO / TYPICAL. SEE DETAIL 3/L2.2 O 4 / •• N04 = o + + 3 / • Per l + + + M + � GA 4 N + + + / / ` 4. CD Q � ` + �` HS / / , 4 y..,` ' / DRYLAND SEED MIX, SEE T } / SPECIFICATIONS ON LIA i Q J + 5 START Q E + + 3 START 32 n° 4 W n Q °- + + END v� ILL + + `+++ ' ' CALLOUT LEGEND W Q w + + + + \ \ 7 / BLOCK 5 = Q + + + + + + + + + + + + + + + \ \ / 8 I I 1 40'-0" VISION TRIANGLE + Er < + + + + + + + + + + + + \ \ I`� PM W O 2 PRESSURE IRRIGATION PUMP STATION. SEE CIVIL W U) C \ ° / GA 9 T U R E PHASE SHEETS. W �C U + + + + + E ART \ + + + + + + + + +r+l + PA ��` =•�" � 3 6'-O" VINYL FENGIN6, SEE DETAIL 2/L2.2 W r + ' RIOT PART 0 � E + + (0 :� C) + ++ + + + + + + + + + \ / L2 2 4 6'-0" WROUGHT IRON FENGIN6, SEE DETAIL I/L2.2 z T � •,,+ + + + + +�+t WN Z U 6 + + + + + + + + + + + + \ 6 a W / 5 SEEPAGE BED, SEE CIVIL PLANS 0- / + + + + + + + \ SS ;w 1 > Q GG e L2.2 10' SEEPAGE BED EASEMENT - DO NOT PLANTS J + + + 3 + + + + + r+ + \ / 6 TREES WITHIN 1O' EASEMENT 1 o + + + + + + AP + + + + + + \ END 4 •• 7 SAVE AND PROTECT EXISTING TREE(S) z 8 BOULDERS / + + + + + + + 1 E / + + + + + + +r+� ` \ "" 4 / 3' BERM AT 5:1 SLOPE WITH TREES, SHRUBS, + + + \+� + + + ACE + + + + + + + + \ START O W S TOT LOT WITH PICNIC TABLES, BENCHES ADA LO \ + + + + + + + DBE S l + + + + + +�+ 13 G PICNIC TABLE, SEE SHEET L2.1 FOR LAYOUT • + ° 4 °� + +� + + • 10 PROPOSED 1O' ASPHALT REGIONAL PATHWAY, J/ J / / \ • " ° 000 of + + + SEE DETAIL ILIA. ASSOCIATED LANDSGAPIN6 ti wW/ \ 00�p0p0p 0 0 O ° pop p0°°�p + + + . Q SHALL BE INSTALLED IN FUTURE PAHSE • o c-w x Z \ \ °p000p0 OFO°gyp LU LU / ° O°0p O°° p o°p gOo� • G SAVE AND PROTECT EXISTING FARR LATERAL �\ z W W'W z to z •• \ \ O p0Onp00 p prop° O - I �� H yO��YCC Q U ' Cr) *oft/ ' •■ \ °°°p0°°p 0 0 0 p p0° ° o AP SAVE AND PROTECT EXISTING BRIDGE � �R m�IZ Q o m 12 No pz2 Z C W W ' •` ••�• \ \ °\° p000p0 O�O� o°°moo �0po�o C� >W 'g W W •r� °O O ° o ° 90 / 13 5 WIDE MICRO PATHWAY O O 1 1 6 '','a • •• \ \ p p°p000 O O, p 00 plO pp0 °0� / REVISIONS 10 / / ■• \ \ 5 Op o0 o Op° ° O 40p�p O EP 14 MONUMENT SIGN, SEE L2.1 No. Date Description r� r / "•• ♦ PROJECT NO.: / '�•• • 19048 (n B C , C \ \ / / 6 ' �� ••• • DRAWN BY: z G G ' / / 14 / rc%w � ' / \ / / / CHECKED BY: O LANDSCAPE PLAN - AREA FIVE JB U o / / / / N 20 0 20 40 60 DATE: 0 15 09/16/2020 0 o / \ \ / / SCALE: I = 20'-0" O (9, \ SHEET NUMBER O 18 MATCHLINE - SEE SHEET L1 .5 L1.5 0 / MATCHLINE - SEE SHEET L1 .2 1 2 3 4 5 6 7 1 8 1 10 11 12 13 14 15 16 OF o��D�OOo � I o i o0000 0�' �g,ITZ Rn`�p°O000 -- - ; PLANT SCHEDULE 'i1 QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS 1,A-16536 do DECIDUOUS SHADE TREES M L2.2 �0000 q/I6/202 '000° s � + , M oo 'boo AREA�'' + t + + 44 AG Acer platanoides 'crimson King' Crimson King Maple 2" GAL. BdB 45'H X 40'W II o r °O000NDoQ�0 0 0°° + 3q AP Acer platanoides Deborah Deborah Norway Maple 2 GAL. B8B 50H X 50W II I 5 SIX_�'� + 14 FS Fagus sylvatica 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II 6 13 ' Z 0 15 FR Fraxinus pennsylvanica 'Gimmzam' Gimmoron Ash 2" GAL. B8B 50'H X 30'W II L2.2 EP o ---------------------- 16 GT Gleditsio triaconthos Honey Locust 2" GAL. B$B 35'H X 25'W 11 1 w 7 LT Lirodendron tullpifera Tulip Tree 2" GAL. BaB 60'H X 40'W III 0 P 0 0 0 0 0 0 0 • • 0 0 0 00 0 0 0 0 w + 8 PA Platanus x ocerifolio 'Bloodgood' Bloodgood London Planetree 2" GAL. B$B 50'H X 40N III 6 28 + M o Ivl 23 OR Quercus robur x Q. alba 'Grimschmidt' Crimson Spire Oak 2" GAL. BSB 40'H X 15'W 1, o - in z • 18 Tr_ Tilio cordoto 'Grozam' Corinthian Linden 2" GAL. B a B 40'H X 15'W II 3 3V M L2 2 G 3 START +-4 '" o END PG + + ( _ C N 00 MM ° q TT Tilla tomentoso 'Sterlin ' Sterlin Linden 2" GAL. B$B 45'H X 35'W II + �L E a °N° n � o w CONIFEROUS TREES BLOCK 9 ,b M 3 + 2 a E I Lo N M W ° QcnEm _ c [D � C7 ° w air 34 PG Picea glauca 'densata' Black Hills Spruce 6' - 7' HGT. 40'H X 15'W I 14 TT / ++ CU CD �o c � ' 0 +++ w u�.or . 1 °L' aoN `oU o S i i - -o N a m O hi Z 13 PP Picea un ens Hoo sii Hoo s Blue Spruce 6 - 7 HGT. 30 H X 15 W + P 9 p p p > Z ° �.m � 3No co ° Z 2q PF Pinus flexilis Vanderwolf Vanderwolf Pine 6 7 HGT. 30 H X 15 W I + + w = � 3L cc o • 7 PN Pinus Nara Austrian Pine 6' - 7' HGT. 50'H X 30'W + 3 J,0 w AREA MAP ORNAMENTAL FLOWERING TREES ++ �� N 500 0 50o I000 i5oo J J L 27 GG Gercls canadensls Eastern Redbud 2" GAL. Ba B 25'H X 20' W I - ++ o ■ q MX Magnolia x soulongeono Saucer Magnolia 2" GAL. BaB 30'H X 25' W I - - - + W W = SCALE: I"= 500'-0" 13 MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. BaB 25'H X 25' W I I +; _ _\ m • 7 PG Prunus cerasifero 'Thundercloud' Thunder Cloud Plum 2" GAL. BffB 25'H X 25' W I + , SHRUBS I + w w ++ W W LANDSCAPE NOTES: g 68 CIS Gornus alba `Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W Cn Cn o 123 HP Hydrangea paniculato 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W I ++ ' 55 MA Mahonia aquifolium 'Gompactum' Compact Oregon Grape #2 5'H X 4'W 15 ++ Z I Z 43 PO Physocarpus opullfollus 'Monlo' Diabolo Ninebark #5 8'H X 8'W + a 1. PLANTER STRIP LANDSCAPE IMPROVEMENTS FRONTING INDIVIDUAL PRIVATE LOTS TO BE INSTALLED IN THE FUTURE BY HOME BUILDER, COORDINATE WITH Sq PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W ++ J J 23 SS S rin a 'Sensation' Sensation Lilac #5 10'H X 6'W + DEVELOPER AS REQUIRED. y g I + K 2. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHIGH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO 56 WF Wei elo florido 'Dark Horse' Dark Horse Weigela #2 5'H X 3'W ++ o PERENNIALS/ORNAMENTAL GRASSES I + z BEGINNING WORK. ' F 3. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARGHITEGT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE + ' r w AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE OBTAINED. 186 GA Golamagrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W - - - - ++ w 4. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. 4 62 DG Delosperma coopers Hardy Ice Plant #1 I'H X 2'W I :� 5. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP. 0 184 EP Echinoceo purpureo Purple Goneflower #1 5'H X 2'W o 6. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 0 115 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W I + 7. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A 0 403 LA Lavandula angustifolia 'Hidcote Blue' English Lavender #1 5'H X 3'W ++ z SOUND AND HEALTHY CONDITION. 0 150 PA Pennisetum olo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W I W 8. IN THE EVENT OF A PLANT COUNT DISCREPANCY PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. Copyright C�2020 Z cl. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF LANDSCAPE MULCH BY OWNER. SUBMIT SAMPLE FOR APPROVAL. I 16 ++ All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 10. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL PLANT ++ ' Breckon Land Design,Inc.is unlawful and subject to 0 MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. + criminal prosecution. t a J 11. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE GRADING + W + Q 12. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL ORGANIC MATTER A LANDSCAPE LEGEND CALLOUT LEGEND ' ++ MINIMUM OF 6 INCHES INTO TOPSOIL. + 13. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFAGTURER'S RECOMMENDATIONS. I - - - - 10 ++ Y 14. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND O 40'-0" VISION TRIANGLE I W FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2" BELOW ADJACENT SURFACES OF PLANTS TO BE INSTALLED o TURF SOD AREAS, AND I" BELOW ADJACENT SURFACES OF TURF SEED AREAS. 00 + 15. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND �� /` - O PRESSURE IRRIGATION PUMP STATION. SEE GIVIL ++ Q W a CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. C EXISTING PLANTS TO REMAIN SHEETS. ' o TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER f,y < I ++ z w FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS CONTRACTOR IS RESPONSIBLE TO O 17 + H EITHER: - - - - - - - - - - GUT EDGE, SEE DETAIL 5/L2.2 3 6'-O" VINYL FENCING, SEE DETAIL 2/LI.10 ++ p[ A) PROVIDE APPROVED IMPORTED TOPSOIL, OR I + (j O , B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSGAPE ARCHITECT. 6' VINYL FENCING O 6'-0" WROUGHT IRON FENGIN6, SEE DETAIL I/LI.10 I ++ O 0 16. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, + / CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR ^ ^ 6' WROUGHT IRON FENCING ++ Cn ' W Q N TOXIC MATTER HARMFUL TO PLANT GROWTH. O SEEPAGE BED, SEE CIVIL PLANS i+ ` �} A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN 10' AGHD SEEPAGE BED EASEMENT I } I V, O V WW TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. O 10' SEEPAGE BED EASEMENT - DO NOT PLANTS TREES I + W z Q B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A REG06NIZED COMMERCIAL OR VISION TRIANGLE 6 WITHIN 10' EASEMENT + COOVERNMENT AGENGY AND COPIES OF THE TESTING AGENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE I + i, LL BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE PH. 5.5 TO 7.6. PROPERTY LINE (VERIFY) 7 SAVE AND PROTECT EXISTING TREE(S) 17. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. O I ++ n _J ""� 18. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.C.H.D. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE BERM 18 + + L� G o PLANTED WITHIN 5'-0" OF AN A.G.H.D. SIDEWALK. O 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, BOULDERS ++ Iq. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND 8 QUANTITY I + + W O o INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. PM PLANT SYMBOL TOT LOT WITH PIGNIG TABLES, BENCHES ADA PIGNIG +++ N 0 20. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. O TABLE, SEE SHEET L2.1 FOR LAYOUT + + � Q z c +++++++++++ TURF SOD OVER APPROVED 10 PROPOSED 10' ASPHALT REGIONAL PATHWAY, SEE +� Q + + + + + TOPSOIL DETAIL I/LIA. ASSOCIATED LANDSGAPING SHALL BE I Q ` J + + + + + + INSTALLED IN FUTURE PHASE. +++ J + + W _ G SAVE AND PROTECT EXISTING FARR LATERAL + LANDSGAPE MULCH BY OWNER 19 I +++ (D F OVER APPROVED TOPSOIL OR 12 I +++ z APPROVED EQUAL SAVE AND PROTECT EXISTING BRIDGE � + + W W o� + IL E: I + c 13 5' WIDE MICRO PATHWAY + cfl � I + + � - m o + + J J Q MONUMENT SIGN, SEE L2.1 � W� W W m- + + I..L � _� I + W� W ♦� �� + + W CD 5 + Cn C/) 20 +++ W W 0 W Q E I +++ Cn Cn a + � T 7 - +++ W W L ( 1 m� � W N �J + + zl z +++ CONSTRUCT 2" EARTH a� - -- - --�� --- PIRR - - - - I +++ 6' BERM AT EDGE OF ^ ROOTBALL, FILL TREE +++ � RING WITH MULCH, AS � �_�_� Cr) SPECIFIED. - - + Z o FINISH - PIRR PIRR + 3 + I 21 + + GRADE 3" THICK MULCH W D >_ - LAYER, KEEP MULCH 3" ++ AG +++ I +++ - SLOPE PER AWAY FROM TRUNK. ++ ++ +++ r C PLANS LL I W 1 I Z BAGKFILL MULCH TO C7►• + � ++ +++ D A -d �/ _ z TOP OF EARTH DAM. I Q - - - - - - - - + + + co /��//� +++ ( + �' ! W C W y W + + o �� i�i�i i �i z + + + . �W �z� �� SLOPE PER BLOCK U + + $ + y W c o O u� A��V��V��\ V� V� V� V�\ V�V� V��V��V� PLANS Q +++ L2.2 +++ �� 2 W U.i� w %% %� 1 1 BLOCK 9 I 1 U' - i II II FINISH COMMON LOT, INFINITY EDGE POOL, POOL BUILDING, I +++ I 24 I 22 I +++ � JQok��W z I II II i �I GRADE AND PARKING LOT, TO BE A PART OF A SEPARATE I + + + 15 7 7 + + SIDES OF HOLE ROUGH } CERTIFICATE OF ZONING COMPLIANCE SUBMITTAL 11 L2.2 O - III IIII I II II I - 4 UNEVEN I _ . ++ +++ LA Fs +++ - � -III III I �J ,+ 3 3 6 GA 18 18 6 END + REVISIONS WIDTH WIDTH WIDTH WIDTH WIDT BAGKFILL WITH p + - + SS F'° 18 L22 No. Date Description o00000000000 + START PF CIS Q OF BALL OF BALL OF BALL OF BALL OF BALL APPROVED TOPSOIL o °.s., .s.s. + V • o 0 0 0 0 0 + + + 5 MIN. D I A. AND SOIL AMENDMENTS + + + + Q TREE RING AS SPECIFIED. ' ++ + + �a ' + + + + ++ + + + + + ++ +++ ++ + + + + + + + + + + + + ++++++++++ + 9 ++ + ++ ++ 1 SET ROOTBALL ON NATIVE, UNDISTURBED - - - - - - - - - s + 5 a p[ NOTES: SOIL WHERE APPLICABLE. AG 2. A� L2.2 PROJECT NO.: ? + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + + + + + + + + + + + Cn I. SEE DECIDUOUS AND/OR CONIFEROUS TREE PLANTING DETAILS FOR ADDITIONAL + + + + + + + ( + + + + + +t + + + + + (�+ + +�1 + + + + + + 1 + + + + + + + + + + + + + + + + +o + + + + + + + + + + + O 19048 Bm INFORMATION. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE C,6 DRAWN BY: CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROGEEDING. I O 1 I I TC/CW O 3. LANDSGAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER CHECKED BY: C_ PRIOR TO INSTALLATION OF PLANT MATERIAL. " I E. PHENOMENAL ST. MATCHLINE - SEE SHEET L1.6t..1 (� > 4. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. ENSURE EARTH DAM DOES NOT LEAK M M �i M M JB C3 OR ERODE AND REPAIR AS REQUIRED. MATCHLINE - SEE SHEET L1.4 DATE: co 7`7111 os/�s/2o2o o* 1 TREE PLANTING ON o BERMOR SLOPE NOT To SCALE SHEET NUMBER O A LANDSCAPE PLAN - AREA SIX T T N 0 30 60 q0 L1.6 ■ SCALE: I"= 50'-O" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 00000a0000000vvvvv Oo�� O F t� �o�. -- - PLANT SCHEDULE o*� �� 8 �° QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS �� -16536 o JI- DECIDUOUS SHADE TREES SHRUBS �w a/16/202oo� w _ _ 44 AG Acer platanoides 'crimson King' Crimson King Maple 2" GAL. BffB 45'H X 40'W II 68 GS Gornus olba 'Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W v°°ovv j� �ovvvo Z r ; AREA ++ 3ci AP Acer platanoides Deborah Deborah Norway Maple 2 GAL. B&B 50 H X 50 W I I 123 HP Hydrangea paniculata Jane Little Lime Hardy Hydrangea #2 4 H X 4 W oo2voo1UDoQo oov000 --- "" oSEVEN + 14 FS Fagus sylvatica 'Rivers!!' Rivers Purple Beech 2 GAL. BdB 50'H X 30 W II 55 MA Mahonia aquifolium 'Gompactum Compact Oregon Grape #2 3 H X 4 W o =� 15 FR Fraxinus pennsylvanica 'Gimmzam' Gimmaron Ash 2" GAL. B4B 50'H X 30'W II 43 PO Physocarpus opulifolius 'Monlo' Diabolo Ninebark #5 8'H X 8'1^1 Z 16 5T 6ledit5ia triacanthos Honey Locust 2" GAL. B4B 55H X 25'W 11 5°i PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W o 7 LT Lirodendron tulipifera Tulip Tree 2" GAL. B&B 60'H X 40'W III 23 SS Syringo 'Sensation' Sensation Lilac #5 1O'H X 61^1 + 8 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. B$B 50'H X 40'W III 56 WF Weigelo florida 'Dark Horse' Dark Horse Weigelo #2 3'H X 3'W w o M 23 OR G2uercus robur x Q. alba 'Grimschmidt' Crimson Spire oak 2" GAL. BffB 40'H X Is'w ii PERENNIALS/ORNAMENTAL GRASSES 0 N ° 18 TG Tilio cordoto 'Grozam' Corinthian Linden 2" GAL. B$B 40'H X 15'W � .s N a o Cl TT Tllia tomentosa 'Sterlin Sterlin Linden 2" GAL. BffB 45'H X 35'W II 186 GA Galamagrostis x acutifloro 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W V +� co l0 00 U CONIFEROUS TREES 62 DG Delospermo cooper! Hardy Ice Plant #1 I'H X 2'W � E C00 3 Z a n/f � o z 184 EP Echinocea purpureo Purple Goneflower #1 3 H X 2 W 0 ° a to E ° C CD CD - w 34 PG Picea lauca 'densata' Black Hills Spruce 6' - �' H6T. 40'H X 15'W 115 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Da lil #I 2'H X 2'W o 1v c ° ° " s a = S► G g p y y 0)Cc o U 13 � • 13 PP Picea pungens 'Hoopsii' Hoop's Blue Spruce 6' - �' H6T. 30'H X 15'W 403 LA Lavandula angustifolia Hidcote Blue English Lavender #1 3 H X 3 W 0 ° ° o a o N ° o W U) .— L -2r9 PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6' - �' H6T. 50'H X 15'W 150 PA Pennisetum alo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W 0 - -Z o � m� 9 CU 0 �; z R 1 FIN I I U J W C� = J t coo 0 AREA MAP Pinus ni ro Austrian Pine 6 - 7 H6T. 50'H X 30 W Q . . . . . . 3 Ld coCl w ORNAMENTAL FLOWERING TREES — N 500 0 500 1000 1500 t 27 GG Gercis conadensis Eastern Redbud 2" GAL. Bff B 25'H X 20' W I L ■ + G MX Magnolia x soulongeono Saucer Magnolia 2" GAL. B$B 30'H X 25' W 1 0 Lu SCALE: I"= 500'-0" 13 MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. B$B 25'H X 25' W I • 7 PG Prunus cerasifero 'Thundercloud' Thunder Cloud Plum 2" GAL. B$B 25'H X 25' W 1 m W a LANDSCAPE LEGEND ■ + MATCHLINE - SEE SHEET L1 .8 + + + + + . � m U z K + + I MATCHLINE - SEE SHEET L 1 .7 + + + + + PLANTS TO BE INSTALLED E + 9 + + ' z + 6 I + + + I 4 w + I + + 'I + I + + + + + I + + + + I EXISTING PLANTS TO REMAIN Lu Lu FS 4 3 + + _ _ _ _ _ _ _ _ _ _ _ _ GUT EDGE, SEE DETAIL 5/L2.2 Copyright C\2020 z M 2 V + + �P + All rights reserved. Reproduction or use in any form o CD � Pf' TART + or by any means without written permission of 2 L2.2 20 I I + 1 I Rreckon Land Design,Inc.is unlawful and subject to ° 9 PA CG Lu + + 6' VINYL FENGIN6 criminal prosecution. c J J J L2.2 + + + _ _ _ _ _ _ _ _ + + + + + + +� + + + I 0 6' WROUGHT IRON FENGIN6 z W � W + I 3 _ — _ ��+ + I ■ ■ ■ � ■ ■ ■ � ■ ■ ■ � 10' AGHDSEEPA&E Lu + + I HP +� + + + + + + + + + + + + + + + +— + + + + BED EASEMENT W (n U� + 8 3 }/�+ + + + + + + + + + + + + + + + 4 W + BLOCK 8 VISION TRIANGLE z + + + �Q + + + + + + + + + > + I X UU U J + 21 P(' + + + B L-O CK + + + + + + + + + LA Q + W a + 6 3 + + + + + + + + + + + + + + + + + + + + + + _ _ z o PROPERTY LINE (VERIFY)w w + MA MS 2 6 LA 8 �+ + + + +` J + + Q I 3 I Z C/) C/) 3 L2.2 + + + 7 + + + + + + + + wLu 12 4 4 M PO I+ + + + + + + Z + BERM SHOWN AT I' INTERVALS O & H � , LJJ + 1 END PA PO HP IE2P 2 I+ + + + + + —� \ + + + + + + + J + + I 8 QUANTITY w + • PA d�+ + + 9 + + W + PM PLANT SYMBOL o + + + MM _ )5A i,•`,•.I , UJ + + + + l R + + + + (f / / + + + + + W w N + + + + + + + + + CDLu + + + + + + + + + - - - - - - - - + + + + gyp - w U U 3 { 3 . + + +' + + + + + + + + + TURF SOD OVER APPROVED DG 3 / / �� + + + \ \ 1 + + + + + I + + + + TOPSOIL Q Q E + + + + + 4 + + + + + + + + + C � C GA 1 + � � + + + + + + + + + + + \ � � / f + + + + + + + LL G G GG + + + + + + +� + + + + + + + + + \ / + + + + + + + LLI �o + + + + +_+ + + + + + + + + ��100 / + + + � 1+ I + + + + + v� + Ir G rn + + 6T + + - -+ + LANDSCAPE MULCH BY OWNER 0 + + + + + + + + + + + + + + `+ + + OVER APPROVED TOPSOIL OR O b + + + + + + + + + + + + + + / / + + + + + + + + + + + `a + ++1 END APPROVED EQUAL � I + + + + + + + + + AG + + + o MATCHLINE - SEE SHEET L1 .6 + + � �+ + ,+ + + + + + 3 � TYPICAL. SEE DETAIL 3/L2.2 l� I0M � . . � . . + + 6 Q 00 + + + + + + g I EP I a 1 MATCHLINE - SEE SHEETL1 .5 • • + + + + + + + +� + + + + + L2.2 + GG MS 5 / = 0 Z J + + {3 • HP < < PP DRYLAND SEED MIX, SEE UJ Q • l+ + + + 4 < 6 2 SPEGIFICATIONS ON LI.ci °' • + + EP V EP L2.2 z + _ awl LLB • • ` O , HS 6 HS + + _+O�O a\O O \\ I II///� MA 1 < < 1 + + + + + + s I►, o LANDSCAPE PLAN - AREA SEVEN • • O + LA + 3 +, + + + _ MS 8 = — Lu N 20 0 20 40 60 ` . • E• ` + + + <'T • +� +`� + + + �I� �/■ �/� LA CALLOUT LEGEND 0a_ ■ ��_ I— II ` HI DC l + + + + + T + + + ■ SCALE: I - 20 O • • 0/ E S ///1 + ` + + T + +\ J/\Jy. W Fr ♦ + + + Q \�T + + + I �I 1 40-O VISION TRIANGLE O � r , + + + + r- + PRESSURE IRRIGATION PUMP STATION. SEE CIVIL L Coll C E a • • + + + + / 2 SHEETS. ii VINYL FENGIN6, SEE DETAIL 2/L2.2 Y `�� a r ` • 4 6'-0" WROU6HT IRON FENGIN6, SEE DETAIL I/L2.2 Z Q Fd fbu,Y • �� `� ` • • / / 5 SEEPAGE BED, SEE CIVIL PLANS Q < V J 0 Q o r ^ • 10' SEEPAGE BED EASEMENT - DO NOT PLANTS cv ;"� � ti • °� 6 TREES WITHIN 1O' EASEMENT G ~ • LIJ SAVE AND PROTECT EXISTING TREE(S) 3 BERM AT 3:1 SLOPE WITH TREES, SHRUBS, J 6 8 BOULDERS Qm TOT LOT WITH PICNIC TABLES, BENCHES ADA y do ^? ' I `"` *I`N ? 9 PICNIC TABLE, SEE SHEET L2.1 FOR LAYOUT �'W W y U �< t '� ;� n a ccox cW 0 y:� L;,'s� s,� W 2 1: PROPOSED 1O' ASPHALT REGIONAL PATHWAY, \ y ' 10 SEE DETAIL /Ll.q. ASSOCIATED LANDSCAPING \\ Z W U.Z 0 � �� : s� SHALL BE INSTALLED IN FUTURE PAHSE " ti o x t o yV { QC9QCWW -C t. �,� � n�^ �� 11 SAVE AND PROTECT EXISTING FARR LATERAL a o k o g Z ��{I LU SAVE AND PROTECT EXISTING BRIDGE p4 `� \ lr v `- 12 REVISIONS m U No. Date Description FENCE AS ��jy�/� �� r nl�� SPECIFIED ON ��✓ �=v��t fit J, _�� :..�- Il�p� 13 , � �{/ 5 WIDE MICRO PATHWAY ( , Q PLANS � i,�(�:. REFER TO tJ Q TURF GRASS PER �� Pry t'��, " �'��P��"��w MONUMENT 5I6N, SEE L2.1 PLANTER BED GUT c� PLANS EDGE � , ��h�'�' u v. t � � � PLANTING PLAN. 14 � � �_ P�ANTRIN�PLAN. � �� • � � � PROVIDE PROVIDE SMOOTH � t. ( TURF GRASS PER - „��9, -�rr ��—,� ,, PROJECT NO.: � TRANSITIONS TO •_�,, PLANS �� fl�ti '°� SMOOTH ( NEW AND EXISTING 5:1 MAX PROVIDE - ;m TRANSITIONS TO CD B rn GRADES SLOPE = a SMOOTH — - j d 1 1-1 PROVIDE SMOOTH 3:I MAX EXISTING 19048 0 ' TRANSITIONS TO TRANSITIONS TO SLOPE DRAWN BY: z _ -11 I III I -- 1 III 1 6RADEs PLANTER BED GUT I1— — — * 5:1 MAX EXISTING NEW AND EXISTING 0 —III—III I1 _ 3.1 MAX TC/CW O ° EDGE. III—III—III—III—III—III—III— — a . SLOPE GRADES GRADES —III—III—III—III—III—III—III—III— " SLOPE _ '; CHECKED BY: 1-1 1-1 11=1 1, 11 I I—I —I 1-1 1—I -A O —1 1=111=1 1�� 1 I, I I I 1=111=111=1 =111=111=1 r , —I III—I 1=1 III-1 1=1 I, 1F I1-1 I, JB _ II—III—III—III III=III—III—III=1I —II1=1I1=1I1=1I1- -1I1=1II—III—III=1I _ = 3 TALL LANDSCAPE BERM —III —III=III DATE: I III III III 1111—III-1 I I I l l—III;I III III - - - - I I I I 11111 I I I I 1�� 1 I - I III-1 I I-1 I I III — 3 TALL LANDSCAPE BERM 09/16/2020 p 0 rn O <DOC] BUFFER AREA WITH 15' WIDE BERM BUFFER AREA WITH 15' WIDE BERM SHEET NUMBER O A �I? A Scale: NTS B Scale: NTS 0 SECTION 1 SECTION 2 L1.7 I- Q 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 °°°ooa000c000°0O0G 0000L__ PLANT SCHEDULE �°°°°1T OF BIDS oo � o QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS isJ Jr--- ----- i AREA =. DECIDUOUS SHADE TREES / "..i_•"./, •'.•. off O a SHRUBS �� LA tioo r- �, EIGHT --" . -y �o a/16/202o I + - 44 AG Acer platanoides 'Crimson King' Crimson King Maple 2 GAL. BffB 45H X 40'W II 68 C5 Gornus olba 'Boilholo' Ivory Halo Dogwood #5 5H X 5W +` 3q AP Acer lotanoides 'Deborah' Deborah Norwa Maple 2" GAL. B4B 50'H X 50'W II 123 HP Hydrangea paniculata 'Jane' Little Lime Hardy Hydrangea #2 4'H X 4'W °O8 °c° 9 00o z R," /1 + + 14 FS Faguss ylvotico 'Riversii' Rivers Purple Beech 2" GAL. B$B 50'H X 30'W II 55 MA Mahonia aq,uifolium 'Gompactum' Compact Oregon Grape #2 3'H X 4'W °OpO o 0000�°°° 15 FR Froxinus pennsylvonica Gimmzam Gimmoron Ash 2 GAL. B45 50 H X 30 W II 43 PO Physocarpus opulifolius Monlo Diabolo Ninebark #5 8 H X 8 W oz 16 5T 6leditsia triocanthos Honey Locust 2" GAL. B$B 35'H X 25'W II 5q PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 4'W o -7 LT Lirodendron tulipifera Tulip Tree 2" GAL. B,$B 60'H X 40'W III 23 SS 5yringo 'Sensation' Sensation Lilac #5 1OH X 6'W w \ + If8 PA Platanus x acerifolia 'Bloodgood' Bloodgood London Planetree 2" GAL. BBB 50'H X 40'W III 56 WF Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W 23 QR Quercus robur x Q. albo 'Grimschmidt' Crimson Spire Oak 2" GAL. B45 40'H X 15'W II o M M l8 TG Tilia cordoto 'Grozam' Corinthian Linden 2" GAL. B4B 40'H X 15'W II PERENNIALS/ORNAMENTAL GRASSES o N 0 0 Cl TT Tilia tomentosa Sterlin Sterlin Linden 2 GAL. BaB 45H X 35W II ` c U 186 GA Golamogrostis x ocutifloro 'Karl Foerster' Foerster's Feather Reed Grass #1 5'H X 2'W VC. N "' co co o CONIFEROUS TREES 62 DG Delosperma cooperi Hardy Ice Plant #I I'H X 2'W �s a m n � o w 184 EP Echinacea purpurea Purple Goneflower #1 3'H X 2'W q L a E m o M w O C-0 rp34 PG Picea glauca 'densato' Black Hills Spruce 6' - -7' H6T. 40'H X 15'W 115 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dwarf Daylily #1 2'H X 2'W o 0 a �, o0 o o 6 saw 13 13 PP Picea pungens 'Hoopsii' Hoop's Blue Spruce 6' - -7' H6T. 30'H X 15'W 403 LA Lavandula ongustifolia 'Hidcote Blue' English Lavender #1 3'H X 3'W 0 m M � , o `� C U U .- N U 2q PF Pinus flexilis% 'Vonderwolf' Vanderwolf Pine 6' - -7' H6T. 30'H X 15'W 150 PA Pennisetum alo ecuroides 'Hameln' Dwarf Fountain Grass #1 3'H X 3'W 0 w w ° sCL� a 9 o N z C o m 0 M .m m N (D � a a -7 PN Pinus ni ra Austrian Pine 6' - -7' H&T. 50'H X 30'W U J w cs s J J0o z co o ORNAMENTAL FLOWERING TREES 3 a LL T AREA MAP - - - - - ' r 27 GG Gercis canadensis Eastern Redbud 2" GAL. BBB 25'H X 20' W I 500 0 500 1000 1500 * q MX Magnolia x soulongeono Saucer Magnolia 2" GAL. BBB 30'H X 25' W I o L 13 MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. B$B 25'H X 25' W 1 = SCALE: "- 500'-O" -7 PG Prunus cerosifera 'Thundercloud' Thunder Gloud Plum 2" GAL. B&B 25'H X 25' W I m o w A 7 7C) C, < z • — PiRR I PIRR I — PIS _ P I R 'r'I°� PIRR PIRR PIJ3R PIRR 3 0 7 7 3 I 7 7 3 z K 1 I I I I I I I I I I I I I I I I I10 1 w w II = 0 BLOCK 9 w 1 9 8 7 6 5 4 3 2 1 1 I I I I I I I Z w Copyright c�2020 = Z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 CC�II Rreckon Land Design,Inc.is unlawful and subject to 0 J �I criminal prosecution. rc w a w Q 0 z Q 0 1 w 1 I I I I I I I I I Lu I I I I I I I I I w w z z w w 0 ( � II W 0Q Nw zH o - - - ++++++++++++++++++++++++ + + +++ ++ + + + + + + + + + + +++++++++++++++++++++++++ + ++ ++++++++++++++ + + + + + + + + +++ + ++ + + � + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + ++ + + + � ++ ++ + + + —+ 0 + + + O ++ + w w0 + 0 � w R E. BRACE DR. 4 E. BRACE DR. II +++ l++ O + + Q pC Q z �+ 1 � 5 5 1 1 FR 1 1 R II + + CO Q + -+ 5 5 I I +++ = w + + + + + o o io o o io a o o d o o d o o d o o d o o d o o d o o d + + + + + + + + a 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 0 o w + + + + °oq0°$°apogo°$°apogo°$odpog0o$ooio a0o$o0io a0o$o0io goo$o0io g0o$o0io �00 0 + 0 4 o w o o ogo ogo�o ogo�O • ogo + + oaPo$o_q °6?'g'Oq o6?o$o°�oc�o$oo o+ I ENDcr d + + + + + o 0 0 0 ¢ o o q o o q o o q o o q o 0 oob d°o o°b d°o o°b d°o o°b d°o o°b d°o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q o o q o o + + + + + + +....+ + + + + + + p+p + + + + + G6; I 3 0000000000000coo0o000000000000000000000000o00000000 0000000000� I 6 000000000000000000000000000oo0ooc 7 5 0 000 000000 00000000000000000000000000 2 +� +++ ++ ++++ 3 + + + O �J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �Or,0�0�0�' O_O_O_O_O_O_O_O_O_O_o_O_o_o_o_o_ ., O ++++++++++ +� 9 — � GG L2.2 +� �+ L2.2 + L2.2 2 cc e �+ �+ L2.2 + fr+ ++++ + + + + + + + + + + + + + + + + + + + + + + + L2 2 + + + + + + + + + + + + + + + + + + + + + + + L2.2 + + + + + + + eP + + + + + + + + + + + + + q -+ _ �� + \RIB — * �r +-t + + + + - _ + ! + + + o + ao o + + o - -- - - - �_ + + + vJ N E D + + + 1 I q q 2 + 1 + 7 + + + + + ' T J I J ( + _ 3 PP EP DG 3 6 PF I 3 (� 3 2 EP 6 12 PP 8 ++ 3 6 I 3 EP +� +++ +++ + MX 2 HP PP + + 1 DG 3 6 EP 3 + Q E W W ++ 4 p6 HP M L2.2 START ++ ++ GG END F'6 6 MX HP J1 I 5 + + END EP 3 6 START GC +++ ++++ ++ + 3 EP + 1 HP HP START Q +++ DG MX LA +++ + + + Q I + I 4 PP M I GG O LLJ O0 : + F W W TT 13 2 W EP 8 10 I o o OHO z I PF HP I + + + + + m + + + I o0 o Q + + 6 + + + + W W ++ I + + I I 0 + + + + + + + + + Q + 000 0 + 4 + + + + + + — fL cnlcn + I I + 0O + + + + + + + + Q C ++ ++ Q o0 W + I 1 I + + + + + + + + + + = w G o WIW + I + z + I 00 J + + + + M z z + J ++ I 000 4 Q +++ III FS ++ Q n W a� J J cc + LU *1 I o[ 0 0 0:: m + + + + T T + + M .fj (� 0 ( + ( RiV=2J52.65 D y y + + r+.+ + O O O • +✓ + NV E=2J39.J' ��// + + + 000 O ...F + + iNv w=zJa9.a U) VH 1VH + I II + I 6 I O0 + \+ + + + + ++ + + +OO + + + + + w C C + ++ oT- w+ + + o oo+ + + 000 00 + + 00000 QCD + OOO OO + + + + +BLOCK 7 BLOCK 8 00000Ea 1 ++ + + +++ + + ++ ++ Io0000 + + + + 0 12 3 0 + + LJ Cal + 000 0o+ + AP 00 000 P ++ oo + 00000+ 000 00 U0 — i + 4 + I 00 000 1 ++ - - - - —I — - - - - ++ + I II I E N D 300 °0+ 000 100 ++ + + o0 oo J W + + o ooco + oo F- D 00000 0 0O 1 + 00 000 + o00o + +++ O00 7 + I + + CALLOUT LEGEND w + ++ I +++ ++ - - - ++ 11 4 +++ ++ O 40'-0" VISION TRIANGLE _ 1 I I 6 d Q ++ +++ ++ O PRESSURE IRR16ATION PUMP STATION. SEE CIVIL �'W rr W y U+ + + + SHEETS. O=`o 00 W O ZD ++ 2 I +++ ++ FUTURE PHASE O ��\ Wm Lu QU.°oP + + + I I 3 6-O VINYL FENGIN6, SEE DETAIL 2/LI.10 �� ?o Q W z Q 0 0 U) ++ FS I +t+ (+ I NOT A PART — �Z ''YLULU + — — — — — + .+ �� mQO;CWW 10 + I + Z 4 WROUGHT IRON FENGIN6, SEE DETAIL 1/L1.10 � J a o l g W ( + ++ 6'-0" W lull g + I + O C1 o ++ ++ SEEPAGE BED, SEE CIVIL PLANS 1 + + + REVISIONS a) + + ( + + + + I I I 6 10' SEEPAGE BED EASEMENT - DO NOT PLANTS TREES No. Date Description a_ ++ 10 5 +++ ++ 5 I I O WITHIN 10' EASEMENT U I + I 4 Q +++ +++ O SAVE AND PROTECT EXISTING TREES) c� + I + + AP + I + + + 1 + I + + DO O 3' BERM AT 3:1 SLOPE WITH TREES SHRUBS, BOULDERS + PROJECT NO.: - + + + 19048 TOT LOT WITH PICNIC, TABLES, BENCHES ADA PICNIC B � ( — — — — — — — — — +++ ++ — — — — I Q DRAWN BY: + I I E TABLE, SEE SHEET L2.1 FOR LAYOUT z + TC/CW ++ MATCHLINE - SEE SHEET L1.8 I +++ ++ I O ° + 10 PROPOSED 10' ASPHALT REGIONAL PATHWAY, SEE CHECKED BY: U + �I M � M M � M M + DETAIL 1/LIA. ASSOCIATED LANOSGAPIN6 SHALL BE 1 ++ I 9 I MATCHLINE - SEE SHEET L1.7 +++ ++ INSTALLED IN FUTURE PHASE. DARE: 0 1 ++ I 6 +++ ++ 4 11 SAVE AND PROTECT EXISTING FARR LATERAL 09/16/2020 0 °' 12 SAVE AND PROTECT EXISTING BRIDGE O 0 T LANDSCAPE PLAN — AREA EIGHT SHEET NUMBER O A N 13 5' WIDE MICRO PATHWAY T � N 30 O 30 60 q0 L1.8 SCALE: "= 30'-O" 14 MONUMENT 516N, SEE L2.1 0- I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 i000aooD000000 f �gSTZO°Oo 10 PATHWAY LANDSCAPE REQUIREMENTS o* oa Requirements: 10' RE61ONAL PATHNA)' - I TREE PER 100 L.F. o� wo w —r o o a 026 1_+ I LINEAR FEET TREES REQUIRED TREES PROVIDED o000 � 4�00 NINE am— TG 2,121 L.F. 21 TREES 41 TREES , —is 11 s �; s �;,� 11 — o- z -------------- ,�, 4 , 1 , Oi•'r o , x �or 3 TG — — — — E M a �J °� QE �U .4 TG L1.9 TG TG 3 PIRR o c U N C0 0 o RD o � OR � CU o w a E o, C0 iu m w a E ID a 0 0 °O 2 0 CDO i QR I BLOCK 9 w u°.4r o cc °L a ' aoN `oU o I — o N a m -a O U Z o O CU 0 I 11 10 C7 �w` c�� 3 mL cCcc `m o AREA MAP 3LLa -CO � W T PLANT SCHEDULE - - • - 500 0 500 loon Isoo QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS L N w SCALE: 1 = 500-0 DECIDUOUS SHADE TREES I I 23 OR Guercus robur x 0. alba 'Grimschmidt' Grim5on Spire Oak 2" GAL. B4B 40'H X 15'W II • - - 21 TG Tilia cordoto 'Grozam' Gorinthion Linden 2" GAL. B4B 40'H X 15'W II o TG 13 ° LANDSCAPE LEGEND 12 — K 11 0 3 I 0 U o BLOCK 9 ' x 14 PLANTS TO BE INSTALLED I cq Cq 'I o J J ui J o - W I W W W _ = z EXISTING PLANTS TO REMAIN w w Copyright c�2020 Z C? All rights reserved. Reproduction or use in any form o II 15 W W or by any means without written permission of 2 I I z z Breckon Land Design,Inc.is unlawful and subject to o J = = criminal prosecution. w GUT EDGE, SEE DETAIL 5/L2.2 I a Q a 6 VINYL FENGING 3 ° z 6' WROUGHT IRON FENGING OR FUTURE PHASE Lu w NOT A PARTo16 ■ ■ ■ � ■ ■ ■ � ■ ■ ■ � 10' AGHDSEEPAGE a BED EASEMENT I I W z VISION TRIANGLE W o w H z w O Zo PROPERTY LINE (VERIFY) o 17 I ZD x BERM SHOWN AT 1' INTERVALS I W Q IN Z o Lu g QUANTITY I I ` V PM PLANT SYMBOL — — c� 0 Lu 3 z � � 1 TG � � W z � + + + + = w + + + TURF SOD OVER APPROVED 18 ^nCO G o + + + + + + + TOPSOIL QR �IUJ I I� Olf N 0 = LANDSCAPE MULCH BY OWNER n OVER APPROVED TOPSOIL OR 19 ?o APPROVED EQUAL �\ BOULDERS, 2'-4' DIAMETER 1 _ I — J TYPIGAL. SEE DETAIL 3/L2.2 L � W 1.9 I I W W W W LU LU z F � 20 W M IL DRYLAND SEED MIX, SEE W W Q W W z z 0 SPECIFICATIONS ON Ll.a PIRR �I I I QQ Q OR -- Q F— I — — I 21 W C- MATCH v J LLi MATCH W CALLOUT LEGEND Q _ _ _ _ , o W CD �.. ILU E 1 1 l BLOCK Q 1 40'-0" VISION TRIANGLE 1 U TG 1 I Cain BLOCK 9 I T ( ) PRESSURE IRRIGATION PUMP STATION. SEE CIVIL "' I W N Z COMMON LOT,INFINITY EDGE POOL,POOL BUILDING, 24 22 O 2 SHEETS. AND PARKING LOT,TO BE A PART OF A SEPARATE 0- CERTIFICATE OF ZONING COMPLIANCE SUBMITTAL \` 3 6'-O" VINYL FENGING, SEE DETAIL 2/1-2.2Lu lU� - - - - Q � C� 6, 4 6'-0" WROUGHT IRON FENGING, SEE DETAIL I/L2.2 3 — 23ZD 5 SEEPAGE BED, SEE CIVIL PLANS 11 YY p ; LLJ v 10' SEEPAGE BED EASEMENT - DO NOT PLANTS I _ _ _ _ E. PHENOMENAL ST. _ _ _ _ _ _ _ _ MATCHLINE-SEE SHEET L1.6 6 TREES WITHIN 10' EASEMENT TG T MATCHLINE-SEE SHEET 1-1.4 I 7 SAVE AND PROTECT EXISTING TREES) m I > WCW y 3' BERM AT 3:1 SLOPE WITH TREES, SHRUBS, — — — — — — — — _—= a o o°. c �H BOULDERS 3 y W c o ` O HAND TAMP 2" THICK ASPHALT PAVING TOP COURSE PER ISPWG OR \\ 2 umi�'. 9TOT L ENCHES PI NICOTABLE, SEE I SHEET L2.11 TABLE , FOR LAY UTTA EDGES SEG. 510 WITH AGGREGATE MEETING ISPWG SEC. 503. 0 1 STRAIGHT L1.9 O z Q�2 CO�/ Q N;5 N g m N � PROPOSED 10' ASPHALT REGIONAL PATHWAY, 4" THICK - 3/4" MINUS CRUSHED AGGREGATE BASE I I � I I I I I �� Jack �W C 10 SEE DETAIL I/LI.Cf. ASSOCIATED LANDSCAPING CONTINUE COURSE MEETING ISPWG SEG. b02 I a Q) SHALL BE INSTALLED IN FUTURE PAHSE BASE COURSES I z 0 6" BEYOND 12" MINIMUM G5% GOMPAGTED SUB6RADE, A TEMPORARY POND I w I I REVISIONS O EDGE OF QUALIFIED GEOTEGHNIGAL ENGINEER SHALL VERIFY a) 11 SAVE AND PROTECT EXISTING FARR LATERAL 3 � I No. Date Descri tion ASPHALT THAT OR6ANIG5 AND SUFFICIENT STRIPING HAVE BLOCK 1 o p ` BEEN REMOVED PRIOR TO PLACEMENT OF MATERIAL. TG 3 o I V SAVE AND PROTECT EXISTING BRIDGE TOPSOIL 11 on BLOCK 4 1Z 12 "' I 2 I 3 I 4 I 5 I 6 Q U ,� 13 5' WIDE MICRO PATHWAY � �� ° O0°mod coo QR 14 PROJECT MONUMENT SIGN, SEE L2.1 Po I 19040.: CD DRAWN BY: z ERR�ATFRgC 1 R� �iRP — TC�CW �� CHECKED BY: 1 ASPHALT WALKING PATH ,� JB U -:3/411- I'-O�� DATE: oc o BLOCK 4 w wr 09/16/2020 O* rn / 1 7 / Iwlw T LANDSCAPE PLAN - AREA NINE - MULTI-USE PATHWAY SHEET NUMBER O A ? N 50 O 50 100 150 L1.9 o SCALE: I"= 50'-0" 0- 1 12 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 PLAY EQUIPMENT NOTES 00000a000❑❑❑ o, �O ,-s of Id oOOO° LIGHTING SCHEDULE I. THE DRAWINGS OF PLAY EQUIPMENT SHOWN ON THESE PLANS oo°° 5S �gITZ o °oo ARE DIAGRAMMATIC. THE CONTRACTOR SHALL ENSURE THAT w CALL OUT SYMBOL MANUFACTURER/MODEVDESCRIPTION QTY 17' 30' 7.5' 4.99' ALL REQUIRED FITTINGS, RAILINGS, ATTACHMENTS GRAB BARS, o ° AND OTHER SUPPLEMENTAL ATTACHMENTS ARE INCLUDED IN THIS o1'\7 � �o Q 1 44 FX Luminaire G-WWL I I INSTALLATION IN CONFORMANCE WITH ALL APPLICABLE o" LA-16536 tioo _ \ Corrosion-resistant brass wall washer REGULATIONS OF THE AMERICANS WITH DISABILITIES AGT (ADA) o0o 14/I6/202 Z \ Ii ht. 5.4" W X 6.5° H. I LATEST EDITION. o �o g 2. PLAYGROUND EQUIPMENT SHALL BE INSTALLED BY AN o°°OOooNDSCA�o o°oo Connect to DX-150-SS transformer. EXPERIENCED INSTALLER WHO SPECIALIZES IN WORK SIMILAR TO �a❑❑❑oo❑❑o Transformer to be located behind 19, WORK DESCRIBED IN DRAWINGS. INSTALLER SHALL BE ° 0 2 monument sign. O4 6.5' 5' ACCEPTABLE TO MANUFACTURER OF PLAYGROUND EQUIPMENT. o O Order code: G-WWL, Brass, (AB) 3 INSTALLER SHALL BE LICENSED IN THE STATE OF IDAHO AND x 2 SHALL BE NPSI GERTIFIED. pp Antique Bronze 2 4. INSTALL PLAYGROUND EQUIPMENT PER THE DESIGN AND 5 M w M Lamp: G-WWL-LED-35W-FL, SW ;� I MANUFACTURERS SPECIFICATIONS AND INSURE ALL FALL ZONES �, 0 0 ° 5.4VA, 2700K, Beamspread: Flood � I ARE INSTALLED PER NPSI AND ASTM STANDARDS. NOTIFY THE 1 LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OF REQUIRED _ t9 g ° O:L I 7 C C N � O w 3 121 DX-15-55 Transformer I FALL ZONES PRIOR TO INSTALLATION. L L E o N M w 3. COORDINATE PLAY AREA DRAINAGE WITH SITE DRAINAGE a)SYSTEM. cn o o o c co s a w 4. SHOP DRAWINGS WITH PLAY EQUIPMENT LAYOUT AND COMPLETE 11 0 .s - 0Co K w m.o - ' a LaoN oU o - o N a - , � co, Z c 2 S PARTS LIST INGLUDIN6 COLOR SELEGTIONS SHALL BE SUBMITTED o a SYMBOL MANUFACTURER/MODEVDESCRIPTION QTY TO THE LANDSGAPE ARCHITECT FOR APPROVAL PRIOR TO BID � J w J 3cc) N � • • • • • • � LL a co C7 � CID SUBMITTAL. w LO 131 #18-#10 - Copper AWG - 5PT-3 4 If -7. PLAY EQUIPMENT INSTALLER SHALL PROVIDE, TO THE OWNER, A . _ . • WIT 11 6 111& 1 LETTER THAT CERTIFIES THAT THE PLAY EQUIPMENT HAS BEEN L N I INSTALLED IN CONFORMANCE WITH THE MANUFACTURE'S o SPECIFICATIONS AND TO ALL APPLIGABLE CODES AND = 2 STANDARDS. m 1 cf. ALL DIMENSIONS ARE FROM THE FACE OF GONGRETE EDGING. , DIMENSIONS ARE SHOWN AS REFERENGES TO INSURE PROPER E. LAKE HAZEL RD. PLACEMENT OF THE STRUCTURE WITHIN THE PLAY AREA a BOUNDARIES. VERIFY THAT ALL SHOWN DIMENSIONS ARE Z in O cy; COORDINATED WITH THE MANUFACTURERS LAYOUT AND THAT ALL w r REQUIRED CLEAR ZONES ARE ACHIEVED. NOTIFY THE T LANDSGAPE ARCHITECT IMMEDIATELY IF A 015GREPANGY IS MONUMENT LIGHTING ENLARGEMENT ° DISCOVERED. N 10 O IO 20 30 2 10. INSTALL PLAYGROUND SURFAGING PER GH05EN ALTERNATE 01�n 5' 7.5' WITHIN ENTIRE PLAYGROUND BOUNDARY. DEPTH OF PLAYGROUND z 30.5' SURFAGING IN THE PLAY AREA VARIES. THE GONTRAGTOR o K SCALE: I"= 10'-0" � � Z SHALL TAKE INTO ACCOUNT THE 5UBGRADE ELEVATIONS AND ' F- FIN 1 SH GRADE OF PLAYGROUND SURFACING IN ORDER TO SET w THE GORREGT FINAL ELEVATIONS OF PLAY EQUIPMENT. ALL w PLAY EQUIPMENT SHALL BE INSTALLED TO MEET MINIMUM D RY LA N D SEEDING REQUIREMENTS ` INSTALLATION HEIGHT REQUIREMENTS. II. CONTRACTOR SHALL PROVIDE THE OWNER WITH MANUFACTURE'S GENERAL OVERVIEW PLAY EQUIPMENT MAINTENANCE MANUAL AND REPAIR KIT FOR z ALL PLAY EQUIPMENT INSTALLED. Copyright C 2020 = THIS REPORT OUTLINES RECOMMENDED REVE6ETATION AND SLOPE STABILIZATION MEASURES FOR DISTURBED GUT AND FILL SLOPES 12. NO CHANGES TO THE PLAY EQUIPMENT LAYOUT SHALL BE WITHIN THE PROJECT LIMITS AS DEFINED ON THE AGGOMPANYIN6 PLAN WHIGH WILL BE SEEDED WITH THE DRYLAND SEED MIX AND NOT 12' 16' �2 5' 8' 17. ALLOWED BY THE GONTRAGTOR WITHOUT PRIOR WRITTEN A rights reserved. Reproduction orusemanytorm o or by any means without written permission of � IRRIGATED. THESE RECOMMENDATIONS ARE MADE TO PREVENT SHORT TERM AND LONG TERM SOIL EROSION AS WELL AS TO PROVIDE AN AUTHORIZATION OF THE LANDSCAPE ARCHITECT PRIOR TO BID Breckon Land Design, nc is unlawful and subjectto 0 J AESTHETIC REVE6ETATION WHIGH WILL BLEND WITH THE EXISTING NATURAL SURROUNDING AREA. THE MEASURES INCLUDE REVEGETATION OPENING. crimina prosecution. w w AND HYDROMULGHIN6 PROCEDURES FOLLOWING TOPSOIL DISTRIBUTION AND FINE GRADING. THE AREA TO BE REVE6ETATED CONSISTS OF a ALL DISTURBED AREAS RELATED TO GRADING FOR CONSTRUCTION AND ANY OTHER AREAS DISTURBED IN THE PROGE55 OF a CONSTRUCTION. THE SLOPES TO BE AFFECTED VARY WIDELY IN DEGREE AND ASPECT. PLAY STRUCTURE ELEMENTS CALLOUT LEGEND ° z w Q GENERAL EARTHWORK DESCRIPTION MODR QUANTITY ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION WITH MINIMAL, IF ANY, DISTURBANCE TO THE SURROUNDING COLLARS HS-1004-R35 28 O STORM DRAIN PIPE AND GATGH BASIN WILL BE INSTALLED NATURAL SLOPE OR VEGETATION. ALL FINISHED GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN DOME GAP, R3.5 66-8155 8 PRIOR TO INSTALLATION OF PLAYGROUND EQUIPMENT. a NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR ADDITIONAL REQUIREMENTS. POST II' R3.5 S-1011-R35-lift I CONTRACTOR SHALL POTHOLE FOR LOCATION OF NEWLY POST 12' R3.5 5-1012-R35-12ft 4 INSTALLED STORM DRAIN PIPE AND CATCH BASIN. IF STORM o POST 15' R3.5 5-1012-R35-13ft 3 DRAIN PIPE OR CATCH BASIN INTERFERE WITH PLAYGROUND, z w H SITE PREPARATION NOTIFY LANDSCAPE ARCHITECT PRIOR TO PROGEEDIN6 WITH O & TRI-DEGK 5-1102-R35 2 EARTHWORK PROGES5 SHOULD BEGIN WITH GLEARIN6 LARGE SHRUBS FROM THE AREAS TO BE DISTURBED. WOODY STEMS AND PLAYGROUND INSTALLATION. 0 HALF DEGK 5-1105-R353 2 Q ° BRANGHES SHALL BE GHIPPED ON SITE TO IMPROVE THE AMOUNT OF OR6ANIG MATERIAL IN THE TOP SOIL. NATURAL TOPSOIL OGGUR5 AT TRANSFER STATION, 42"-R 5-120CI-30-R35 I o VARYING DEPTHS ON THE PROJECT SITE. THE TOPSOIL SHOULD BE EXGAVATED AND STOCKPILED AT DESIGNATED STORAGE AREAS PRIOR FILLER STEP - 24" R3.5 5-1211-R35 I 2 PLAYGROUND CURBING AT ENGINEERED WOOD FIBER MULCH, I I TO THE PROPOSED GRADING OPERATIONS. CLIMBER CENTIPEDE 66"--12" 5-1220-6 I SEE DETAIL I/1-2.1 �\ 10CLIMBER, SPIRAL 42 -48 5-1223-4R35 I V ° SINGLE SLIDE SITDOWN WALL 5-1304-R35 2 w TOT LOT ENLARGEMENTQ ADA PEDESTRIAN RAMP WITH DETECTABLE WARNING, SEE w TOPSOIL DISTRIBUTION DETAIL 344/L2.1 HALF WALLS PAIR R 5 S-I Oq-2-R 5 I 10 O 10 20 30 00 O � ONCE THE GENERAL EARTHWORKz IS COMPLETE AND ROUGH GRADING HAS BEEN ACCOMPLISHED, THE TOPSOIL SHOULD BE END AGGE55 LADDDER (3-RUNG) 5-1403-R35 1 Q (0J s REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPEGIFIED. WHERE NEEDED, SLOPES SHOULD BE GRADED WITH SERRATION TO TRAVERSE, LOOP (90 DEGREE) 5-1411-10R35 I PLAY AREA EQUIPMENT M LL Q HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND L O VING LIGHTLY GOMPSTED UTILIZING A SMALL GLEATED TRACTOR MO PANEL AP BELL S-1661-R35 I SCALE: I = 10-O W ° PERPENDICULAR TO THE GONTOUR5 OR ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY NEGE55ARY SLIDE SINGLE 36in (STRAIGHT) 5-1-701-3 1 MECHANICAL MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING SITE DISTURBANCE. SLIDE WAVE 721n (SINGLE) 5-1704-6 1 SCHEDULE G O ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVE6ETATION SEEDING SHALL FOLLOW IMMEDIATELY. IN ORDER TO ELIMINATE CRUNCH HANDLE 5-IC13-7-535 1 w b SURFACE GRU5TIN6 AND TO FAGILITATE BETTER ROOT PENETRATION, THE SURFACE SHOULD BE 5GARIFIED PRIOR TO SEEDING. EXTRA HARDWARE HS-1007-R35 2 PLAYGRAFT R55 PLAY STRUCTURE, N O OMODELR35BOAF8A T 0 SEEDING n < y O � APPLY SEED TO THE PROJECT SITE BY HYDR05EEDIN6. O 6' GHAMPION BENCH FROM PREMIER c/J THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. PLANTS PER POLYSTEEL, MODEL '134-501 T < > 1 .��. .'�• PLANS y Q J 0 SEED MIXTURE: RATE: PURE LIVE SEED LBS / ACRE __ _ 6' Q 6' STANDARD PICNIC TABLE FROM - PREMIER POLYSTEEL, MODEL G24-301 TEXT ENGRAVED w WESTERN YARROW 0.20 ' IN SANDSTONE (D F PICNIC B FIRECRACKER PENSTEMON 0.40 1 I I BOULDER. BLUE FLAX 4.20 CONFIRM FONT, O PRE MER POLYSTE L, MODLEF EL Q50-501 I I z _ CALIFORNIA POPPY 4.20 j I TEXT, COLOR AND Uj H SHEEP FESCUE 5.00 PLAYGROUND I jt , DESIGN WITH THE o IDAHO FESCUE 4.00 -r ' / OWNER J 5ANDBURG BLUEGRASS 2.00 - � - PLAYGROUND- ROCKY J m MOUNTAIN PENSTEMON 2.00 \ \\ GAST IRON METAL � v POSTS SURFACE LEGEND avender p� cn C- TOTAL SEED INSTALL @) 20 LBS / ACRE ` w ga Heights e q ��. Leo a. ENGINEERED WOOD FIBER Q CD LIJ FIBER MULCH MATERIAL MULCH OVER FILTER O �-- GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL, A GOMPOSTED POULTRY BASED MULCH MATERIAL FREE OF GROWTH OR GERMINATION /n C E INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 LBS. PER ACRE. MONUMENT - _ FABRIC AS SPECIFIED Z T Z _ c' OR66NIG SOIL AMENDMENT O SIGN NOTES: W IN U `o GROW NUTRIBOOST FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 GALLONS PER ACRE. 1. NOTIFY LANDSCAPE ARCHITECT WHEN PLAGING BOULDERS FOR APPROVAL. 0- 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. J � TAGKIFIER AREA MAP 3. GLEAN BOULDERS OF DIRT AND LOOSE DEBRIS. MULCH TAGKIFIER SOIL STABILIZER - EGOL06Y CONTROLS M-BINDER. TAGKIFIER APPLIED AT THE RATE OF 80 LBS. PER ACRE. CIO III SANDSTONE BOULDER SIGN � 16g7 WEST 2100 NORTH N 500 O 500 1000 I500 o P.O. BOX 17-7 � LEHI, UTAH 54043 ELEVATION NOT T : SG:,L z SCALE: I = 500-O LU r I-800-�168-4433 D (OR APPROVED EQUAL) v GONGRETE VERTICAL CURB HYDROSEEDING 1/2" RADIUS (TYPICAL) U MIX SPECIFIED SEED AND OR6ANIG SOIL AMENDMENT IN WATER PER MANUFACTURER'S REGOMMENDATION5. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT HYDROSEED AREA IN EXCESS OF THAT WHIGH GAN BE MULCHED ON SAME DAY. KEEP "WOOD GARPET" 8,> FINISH GRADE PER PLANS 9 ! W C W y U REGREATIONAL SURFAGING a a o W O OFF ROADS, WALKS, STRUCTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE AREAS. AFTER HYDROSEED, TRACK IN SEED USING A OR APPROVED EQUAL, CLEATED GRAWLER WITH TRACK MARKS PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2O00 LBS. PER ACRE OF 12mm o� SHALL BE INSTALLED AT A p 0 0 (0 FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TAGKIFIER. N 2 W W Q DEPTH WHIGH WILL COMPACT - 090, ►y o t li Y o 0 v TO NO LESS THAN 12" z - - 23mm �� Q R C W W MAINTENANCE oso' �p ma$�Qom Q IMMEDIATELY RESEED AREAS WHIGH SHOW BARE SPOTS. MINIMUM ACCEPTABLE PLANT COVERAGE IS 80 PERCENT AFTER ONE GEOTEXTILE FABRIC SHALL o P N o45• J a o k W z C CONSIST OF WOVEN, NEEDLE Q Q o o _hI O GROWING SEASON. PROTECT SEEDED AREAS WITH WANING SIGNS DURING MAINTENANCE PERIOD. THE SEED WILL REQUIRE APPROXIMATELY PUNGHED POLYPROPYLENE N PROVIDE YELLOW, 2'-O" WIDE X o NINETY MO) DAYS OF FAVORABLE GROWING CONDITIONS TO GERMINATE AND BECOME ESTABLISHED FOR SUCCESSFUL SURVIVAL WITH SUBSTRATE BONDED TO A 6; a WIDTH OF RAMP DETECTABLE NORMAL MINIMAL SUMMER PRECIPITATION. NONWOVEN POLYPROPYLENE 1 4 N REVISIONS - - - - - WARNING PANEL. 0.25' No. Date Description U FABRIC,, WEIGHING NOT LESS - - - - - SEEDING TIME THAN 4.8 OZ. PER SQ. YD. a - - - - - 6" VERTICAL CURB. SEE DETAIL i - - - - - 1'• o - ,n ao C) THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OCTOBER. IF SEEDING IS APPLIED TOO EARLY OR COMPLETELY COVER AREA III III III III III IIIII S < INDICATED ON PLANS - I-III-III = - - CONCRETE SIDEWALK TOO LATE AND PROPER GERMINATION IS NOT REALIZED PRIOR TO FALL DORMANCY, THEN RESEEDING SHALL BE APPLIED IN EARLY OVERLAPPING EDGES AT A PER PLANS. SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARCH AND MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM MINIMUM OF 12". WRAP TOP =III=III= a - pFR- AND SIDES OF GRAVEL WITH -� tii - j°l -0 S PROJECT NO.: WEATHER GONDITIONS FOR SEED GERMINATION AND SEEDLING SURVIVAL RATE. SEEDING AFTER NOVEMBER 20, DORMANT SEEDING FINISHED SURFAGE q " SPECIFICATION -_ = _ " B IN5URE5 THAT EARLY SPR NGTHE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE =III PER PLANS. 9M NS AMERICANS WITH DISABILITIES ACT 4.29.2 STANDARDS 190� S�OpA r P = 2.35'(60mm) � FABRIC. - - - F D = 3.32' it 8 DEPTH OF WASHED 1 3/4 CRUSHED DRAWN BY: GRAVEL. -III - - AGGREGATE BASE \N\ � WATER -IIII ASPHALT PAVING SECTION VIEW TC/Cw O -0 THE CONTRACTOR WILL PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER SEED GERMINATION. EXISTING SUB6RADE _LL PER PLANS CHECKED BY: NOTES: GOMPACTED TO G5% DRY L L L L JB U I. SCORE JOINTS a 10' O.G. DENSITY PER ASTM DbgB =III LL FERTILIZATION =IIIII DATE: 2. EXPANSION JOINTS o 40 O.G. III=IIII NOTE: 00 FERTILIZATION IS NOT RECOMMENDED FOR RECLAMATION SEEDING DUE TO PROMOTION OF WEED COMPETITION. IF WEEDS ARE APPARENT, 3. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB 8 RADII. =III=III- 09/16/2020 IIIII o CONTACT LANDSGAPE ARCHITECT FOR WEED REMOVAL REQUIREMENTS. 4. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 3/8" THICKNESS. I. THICKEN GONGRETE SLAB UNDER TACTILE PANEL. "_ 5. SCORE JOINTS SHALL BE MINIMUM I/8" WIDE, 1-1/2" DEEP, AND ROUNDED CORNERS. 2. GAST IN TACT DETECTABLE WARNING PANEL AS MANUFACTURED BY MA5GO, OR C) APPROVED EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SHEET NUMBER CD EROSION CONTROL T A UNDER NORMAL CIRCUMSTANCES AND ADHERENCE TO THE CONSTRUCTION PRACTICES DESCRIBED IN THE SPECIFICATIONS, THE ABOVE CONCRETE PLAYGROUND CURB P E D E S1`R I AN RAMP (TYPE FOUR) DETECTABLE WARNING PANEL t RECOMMENDED EROSION CONTROL MEASURE SHOULD PROVIDE A STABLE SLOPE CONDITION. TO AVOID INCIDENTAL EROSION, IT IS IMPERATIVE THAT THE SLOPES, ONCE PREPARED, REMAIN UNDISTURBED UNTIL SEEDING GERMINATES AND IS ESTABLISHED. I' O'Scale: = 3 '1O- r0 SGALF 4 NOT TO SCALE ■ 1 L AN 8O% VEGETATION COVER IS RECOMMENDED TO CONTROL EROSION. SURFAGE GONDITIONS SHOULD BE MONITORED DAILY. IF AND SURFACING (TRAFFIC YELLOW) EROSION DETRIMENTAL TO THE SLOPE IS OBSERVED OR ANTICIPATED DUE TO EXGESSIVE RAINFALL, REMEDIAL MEASURES SHALL BE IMPLEMENTED AS REQUIRED. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS. 1 12 13 14 15 6 7 8 9 10 11 12 13 14 15 16 TREE CROWN ftat o�� OF°pzD�oOo I o o°R g �gSTZ 0 oOo 00 o o0 o r+ �~ Uo -16536 w 4„ o� LA �g a °o 14/I6/202o°° w cO POE PRESENT: BUD POINT ( M NOR o°°OOOOooNDSCA�oo°�000 ROOT FLARE/COLLAR (SWELLING AT 00pppppD CROOK IN THE TRUNK SOIL LINE WHERE STEM TISSUE o JUST ABOVE THE TRANSITIONS INTO ROOT TISSUE) TO 0 OUTLINE OF TREE GROWN (EDGE SOIL LINE) TO BE BE AT SOIL LINE. w OF DRIPLINE) CORR APPROXIMATELY I y2" ESPONDING PREVAILING WIND _ w ABOVE THE SOIL ROOT PROBE L F WITH ROOT SPREAD. FENCE SHALL DIRECTION ° a o �� ° � � Q BE PLACED AT E06E OF TREE LINE a, o ° o z I Y2 SQ. TUBE STEELZ _ � � RAIL GROWN (MINIMUM DISTANCE). � ° ° U F SOIL LINE N U ° 0 EXISTING GRADE ,g` a a w iv REMOVE DEAD/DAMAGED BRANGHES o Lou _ a m AND PRUNE TO INTERNATIONAL `� o 0 Lu NOTE: SOCIETY OF ARBORIGULTURE ° `, � ° `' I/2' SQ. TUBE STEEL z MAINTAIN PROTECTION UNTIL STANDARDS IMPROPERLY PRUNED w o.N a Co o a z PICKET J r U o `' tea °LabN ov o AT 4" O.G., TYP. w - > - o ".m 3 N a a v GON5TRUGTION AGTIVITIE5 ARE SOLID o z COMPLETED. a r LANDSGAPETREES (AS DAR GHITEGDT)BSHALL BE 3 " a CO CD °W tl in IF LOWER LIMBS INTERFERE WITH HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT _ - 1 WORK, TIE UP WITH HEAVY JUTE BE 2" MAXIMUM REMOVE MAIN LEADER!! N L _ BELOW SOIL LINE. w 2" 50. TUBE STEEL -III- CORD. UTILIZE SOIL/ROOT RUBBER CINCH TIE - PROBE AROUND POST AT 6 O.G., TYP. _ ADJUST DIAMETER OF PROTECTIVE FENCE TO PREVENT ANTICIPATED TRUNK (APPROX 1"-2" 2"x 2" WOOD STAKE (LENGTH AS , DAMAGE BY EQUIPMENT. AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE TO LOCATE HIGHEST ROOTBALL. SEE NOTE I. SET STAKES a co - GONGRETE PAVING "' "' "' "' "' ROOTS. PARALLEL TO PREVAILING WIND. o OR LANDSCAPE SECTION z FINISH GRADE, REFER o REMOVE TREE WRAP TRUNK ` m TO PLAN J PROTECTION, AFTER INSTALLATION ° TOPSOILNOTES TREE TRUNK o CONSTRUCT 2" EARTH BERM AT E06E GROWN OF TREE. z w OF ROOTBALL, FILL TREE RING W/ o K I. TOPSOIL REQUIREMENTS: ASTM D 5265, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC Q MULCH, AS SPECIFIED. z MATERIAL MINIMUM, FREE OF STONES 1/2 INGH OR LARGER IN ANY DIMENSION, AND OTHER tom z OUTLINE OF TREE GROWN (EDGE 1 w EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. iv 0 3 THIGK MULGH LAYER, KEEP MULGH NOTE: OF DRIPLINE) CORRESPONDING i „ 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE WITH ROOT SPREAD. FENCE SHALL REMOVE BURLAP, 3 AWAY FROM TRUNK. DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, 1) FINISH SHALL BE MANUFAGTURE'S POWDER GOATIN6. SUBMIT COLOR SAMPLE FROM FULL BE PLACED AT E06E OF TREE TWINE, AND WIRE FINISH GRADE o REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND COLOR PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING. GROWN (MINIMUM DISTANCE). BASKET FROM TOP o lilt FREE OF ROOTS, STUMPS, OR6ANIG MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, 2) GONGRETE POST FOOTING SHALL BE 12" MINIMUM DIAMETER X 36" DEEP (4500 PSI). //\//\// / // / / / // // // /\/ GOMMERGIAL SLOW RELEASE w AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL 36 OF ROOTBALL, N- \\/\\/\\/ /\\/ \ /\\ / \ z 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATGH ADJACENT Q /A/A/A \/ A \ /A/A FERTILIZER TABLETS z REMOVE ALL NAILS w / / / / / / / / / / SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. SURFACES. w TIES, AND PLASTIC A \ \/ A/A \ Copyright C 2020 z 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL 4) CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY DESIGN /� // SIDES OF HOLE ROUGH 4 UNEVEN z FROM ROOTBALL. I F -III - All rights reserved. Reproduction or use in any form o TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE PROFESSIONAL PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED - // - or by any means without written permission of 2 SYNTHETIC BURLAP IS TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE COLOR AS DIREGTED BY OWNER. BAGKFILL WITH APPROVED TOPSOIL Breckon Land Design,Inc.is unlawful and subject 0 PLAN VIEW UTILIZED TO WRAP criminal prosecution. w J ARCHITECTS REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED III III III III III AND SOIL AMENDMENTS AS THE ROOTBALL IT w TO AGHIEVE SPECIFIED PH AND OR6ANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO SPECIFIED. BAGKFILL IN 6 LIFTS, W FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE TUBE STEEL FENCE TREE PROTECTION DETAIL SHALL BE a COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP o PLACED WHILE IN A FROZEN OR MUDDY CONDITION. REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL o 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS SGHEOULED. Scale: "=1'-O" NOT TO SCALE BIODEGRADABLE SOIL EVEN W/ TOP OF ROOTBALL, PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL 5' MIN. DIA. DO NOT OVER COMPACT!! Y REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. 3" DEPTH OF MULGH AT BURLAP SHALL T TREE RING 5. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: PLANTER BEDS LEFT ON THE BOTTOM w A. LAWN AREAS: 12 INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES $ OF THE ROOTBALL. SET ROOTBALL ON NATIVE, WITH SURROUNDING LAWN AREAS. UNDISTURBED SOIL a B. PLANTER BEDS: 18 INCHES MINIMUM NOTES: W o 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. 1. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS z REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH CA RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT o H GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD ^ - - FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. ALL STAKING SHALL BE REMOVED AT THE END OF THE AND I" FOR SEED. -III -III- - -III APPROVED TOPSOIL AND SOIL WARRANTY PERIOD. O 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND III -III- AMENDMENTS AS SPECIFIED 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY Q SEDIMENT CONTROL PLAN. FINISH GRADE, THE LANDSGAPE ARCHITECT BEFORE PROGEEDIN6. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL PER PLANS GUT E06E 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION W Q N SHALL ONLY BE 5TOGKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK OF PLANT MATERIAL. MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE 96" ON CENTER 4. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. CD w AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROGK EXTRUDED POST GAP L. PLANTER BED CUT EDGE 5. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT O r�n MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSGAPE (STANDARD OPTION) 91" MAXIMUM SPAN 5 (TYPICAL AT TREES IN TURF AREAS) BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND Q J o NOT TO SCA_= � ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. N EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL � � LL < �iN REQUIREMENTS, GONTRAGTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. 00 TURF AREA PREPARATION NOTES: �' HOLD TOP AND BOTTOM A' A' I- J F RAILS IN PLACE WITH DECIDUOUS TREE PLANTING W 0 I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. 7/8" U-CHANNEL LOCK RING. 8 (TYPICAL FOR TREES 3 CALIPER OR LESS) O A = LENGTH AS SPECIFIED f° NO- TO CALF W ° 2. NEWLY GRADED SUB6RADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES. OR PER PLANT SCHEDULE Q 0 REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, REMOVE TOUN6E ON ONE 12" m o AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S SIDE OF PANEL TO SIT 4" 5"3� CONCRETE MOWSTRIP 9- Q B = 85� OF A Q PROPERTY. FLUSH AGAINST POSTco c 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. _ CONCRETE FOOTING WHEN PRESENT: BUD 7/8" x b" TOUNi AND iv L 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD. GROOVE PICKET ^I I + POINT (A MINOR ROOT FLARE/COLLAR (SWELLING AT Q W W 5. UNGHANi SUB6RADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR 5GORE JOINT AT EACH -0 CROOK IN THE TRUNK UNDISTURBED BY EXGAVATIN6, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, „ POST PLAN VIEW JUST ABOVE THE SOIL LINE WHERE STEM TISSUE W PREPARE SURFAGE SOIL AS FOLLOWS: I-I/2 x 5-I/2 RAIL TRANSITIONS INTO ROOT TISSUE) TO SOIL LINE) TO BE A. REMOVE EXISTING 6RAS5, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. FENCE POST, SET POST FINISH GRADE PER PLANS APPROXIMATELY I y2" BE AT SOIL LINE. B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. APPLY SOIL PRIOR TO INSTALLATION_ PREVAILING WIND F ABOVE THE SOIL ROOT PROBE n W V 12" WIDE CONCRETE OF MOWSTRIP y�^!, DIRECTION AMENDMENTS AND FERTILIZERS ACCORDING TO PLANTING SOIL MIX PROPORTIONS EDGING, PER PLANS AND DETAILS LINE �t4f T6ly IL AND MIX THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MOW5TRI P PLAN VIEW t�� °'-1y MIXTURE OF FINE TEXTURE. _N CD 5 6ROUNDGOVER PLANTING PER �. �, P �' ` 6. APPLY SOIL AMENDMENTS OIREGTLY TO SURFAGE SOIL BEFORE LOOSENING. SOIL LINE �ti�- `,�,�t �� PLANTING PLAN A. REMOVE STONES LARGER THAN ONE INGH IN ANY DIMENSION AND STICKS, ROOTS, N �iN 5" SQUARE VINYL FENCE N ti� ' REMOVE DEAD/DAMAGED BRANCHES Q Q TRASH, AND OTHER EXTRANEOUS MATTER. i0 POST MULGH PER PLANS 3" DEPTH OVER ` "�C AND PRUNE TO INTERNATIONAL B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, VEGETATION, AND TURF, _ - - ENTIRE BED. DO NOT COVER GROWNS � 50GIETY OF ARBORIGULTURE W z ' OFF OWNER'S PROPERTY. SET FINISH GRADE AS Ao (J J -III- OF PLANTS ,a 5rr STANDARDS; IMPROPERLY PRUNED 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE PLANE WITH - - SPECIFIED \ \ \ \ \ ' ' z TREES (AS DETERMINED BY THE W - - - _ /A/ A/A/A/ A/ A/A/A ��, / / / / / / SPLIT �!J��= -t��"- LANDSCAPE ARGHITEGT) SHALL BE E�NATION UNIFORMLY AND RAKE REMOVE RID6ES,IAND FILL DEPRESSIONS ITO MEET FINISH I I N CONCRETE FOOTING AS -III=III VA///% /��jj/jj j//j//j EQUALASPAGED VERTICAL �TS.WITH 3 HIGHEST ROOT SHALL �� a�� , d REMOVED AND REPLACED. DO NOT W GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE I -III=III 1 SPECIFIED VA/AAA/ /AAjAAjAAjAAjAA \ /AAjAAj BE 2 MAXIMUM �� ' >� ` _ -III=III // // / // // // // // / // // „ y��'�' REMOVE MAIN LEADER!! E a FUTURE. =III 1 6" AGGREGATE BASE //////////� /V//V// /V DEWITT PRO 5 WEED BARRIER FABRIC BELOW SOIL LINE. 8 A�LOW SURFA ERTO DRY BD AREA EFORE PEFORE A NTING. DO ANTIN6 IF �OT IGREATE MUDDY SOIL.ROUGHLY AND NOTES: L I_ J =III- -III-III \//////////////////�///////////////////j/<\ VA V OR APPROVED EQUAL UTILIZE SOIL/ROOT "� � y �� RUBBER GINGH TIE IN ( 1 I. REFER TO LAYOUT PLAN FOR MOW STRIP _ - - VAVA��AA,AA��AA�V� �A��AA VA \��AA�VA �A� PROBE AROUND ,f ,y� W o q. BEFORE PLANTING, OBTAIN LANDSCAPE ARGHITEGT'S AGGEPTANGE OF FINISH GRADING; co -1I1 GOMPAGTEO SUB-GRADE �l I1 1 I11 �� I TILL SOIL TO A DEPTH OF 12", TRUNK (APPROX I"-2" �A �' ;� � �s 2"x 2" WOOD STAKE (LENGTH AS RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. LOCATIONS. = z.la,^L� . `� �l '� -1 BAGKFILL WITH APPROVED TOPSOIL AWAY FROM TRUNK) a� REQUIRED)-DO NOT PENETRATE 2. SCORE JOINTS ® lo O.G. OR AT EACH POST. -.III III-III_II= =III-III=III-III-III-III-III-III-III-III-III -III-III- � " 3. INSTALLATION TO BE COMPLETED IN 1 _III 1 -III AND SOIL AMENDMENTS, AS SPECIFIED. TO LOCATE HIGHEST =3�1 �<il� ROOTBALL. SEE NOTE I. SET STAKES 3-" 3 -1 1=III=III-III III III=III=1 =1 =1 =1 1- 1 ROOTS. y ) ��i p, ��` PARALLEL TO PREVAILING WIND. AGGORDANCE WITH MANUFACTURERS 2 WEED ABATEMENT NOTE SUBGRADE t SPECIFICATIONS. 5 0 4. VINYL FENCE COLOR TO BE DIRECTED BY SECTION = _��r,,,�� REMOVE TREE WRAP TRUNK 0 OWNER. 5^`^��- PROTECTION, AFTER INSTALLATION c.0 I. ALL AREAS TO BE PLANTED OR HYDR05EEDED SHALL HAVE WEED ABATEMENT OPERATIONSLsaa� N% PERFORMED ON THEM PRIOR TO PLANTING OR HYDRO5EEDING. NOTES: REMOVE BURLAP, �' <<%°r,,, CONSTRUCT 2 EARTH BERM AT EDGE W VINYL FENCE PANEL � �Pr-� t' � ` y'- " p 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH @ROUND-UP-44 (CONTACT HERBICIDE) 2 I. ALL CROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TWINE, AND WIRE \� R�I� y- OF ROOTBALL FILL TREE RING W/ 5 v OR APPROVED EQUAL. SCALE: /2"= O" TRIANGULAR PATTERN. BASKET FROM TOP ,.wl N s ,� MULGH, AS SPECIFIED. 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFAGTURER'S OF ROOTBALL, w w w 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF RECOMMENDATIONS TO ALL 6ROUN000VER BEDS. REMOVE ALL NAILS, . 0 w v � �� 3" THICK MULGH LAYER, KEEP MULGH FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING TIES, AND PLASTIC N i O= z �" SHRUB c" w o t Q 3 AWAY FROM TRUNK. co FOR THREE TO FIVE (3-5) DAYS. PERENNIAL6 & GROUNDCOVER FROM ROOTBALL. IF J N 'a a W o W W v 0 5. APPLY SECOND APPLIGATION OF @ROUND-UPo TO ALL EXPOSED WEEDS. APPLY IN STRICT 24" - 48" DIAMETER SYNTHETIC BURLAP IS o FINISH GRADE o o c► O UTILIZED TO WRAP w to W c o CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER BOULDER, AS SPECIFIED, ��a le: I"= I'-O" THE ROOTBALL, IT ��` \�/%�/%�/% //////// // //// / //\�\/\ COMMERCIAL SLOW RELEASE �� W m a�o o F FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. LOCATE PER PLANS PLANTING Q VA VA VAVAAVA VAAVA \ VA\ FERTILIZER TABLETS KEEP GROUND LINE SAME AS NURSERY LINE SHALL BE w / // �/ // y ►t�o 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, GONTRAGTOR w A/VA/VA/ VA/VA/ V/VA/VA / /VA/VA/ t �� d GOMPLETELY \//A/ /A/A o a Q Iq W w SHALL BE DIP TO PERFORM A THIRD APPLICATION. COMPACTED SUBGRADE /A/ A/// SIDES OF HOLE ROUGH UNEVEN w c'o QIq z CQ AS REQUIRED REMOVE ANY PLASTIC BURLAP, NAILS, OR REMOVED. ONLY -III \\ T 7. AT THE TIME OF PLANTING AND HYDRO5EEOIN6, ALL PLANTING AREAS SHALL BE WEED FREE. // .�a o v o W Q OTHER MATERIALS FROM THE ROOTBALL BIODEGRADABLE \ \ -4 o k C BARK MULGH, AS WHIGH MAY LIMIT ROOT GROWTH BURLAP SHALL BE III AND SOIL AMENDMENTOS AS VED TOPSOIL ? W LEFT ON THE BOTTOM O IRRIGATION NOTES. SPECIFIED III III SPECIFIED. BAGKFILL IN 6 LIFTS CONSTRUCT 2" EARTH BERM TO FORMA OF THE ROOTBALL. �� III I I� REVISIONS j WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP r � - PERENNIALS WATER RETENTION BASIN, FILL BERM WITH No. Date Description U OF BALL OF BALL OF BALL OF BALL OF BALL L16HTLY AS REQUIRED, BAGKFILL -C 1. ALL LANDSGAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM a MULGH, AS SPECIFIED 11 Oil SOIL EVEN W/ TOP OF ROOTBALL, v Q WHIGH INSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. SO NOT OVER COMPACT!! 0 EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. MULGH, PER PLANS, 3" DEPTH OVER ENTIRE 5' MIN. DIA. TREE RING v 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. BED. DO NOT COVER GROWN5 OF PLANTS 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN - - _ SET ROOTBALL ON NATIVE, AREAS AND IS" AT PLANTER BEDS. - II II I I 11 I II I PROVIDE DEWITT PRO 5 WEED BARRIER NOTES: UNDISTURBED SOIL IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIIIIIIIIIIIII - - - PROJECT NO.: 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. - FABRIC OR APPROVED EQUAL ANNUALS, PERENNIALS GROUND GONERS OR SHRUB MA55IN65 SHALL HAVE APOP-UP "' '1 I III-III- I I - -� - - -III-III-III-III-III- _ I I I 1'' = _ I. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO 19048 CD B SPRAY SYSTEM. - - PROVIDE COMMERCIAL FERTILIZER TABLETS INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF 5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM III- II II II II I I II III _ - - - Ii AND BIOSTIMULANT, AS SPECIFIED, FOR EACH WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING DRAWN BY: z SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. O CONTROLLER REQUIREMENTS ARE AS FOLLOWS: IIIAll-illI I I- SHRUB TC�CW U a. PRECISE INDIVIDUAL STATION TIMING -III ,I -III= 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE 11 LANDSCAPE ARGHITEGT BEFORE PROGEEDIN6. CHECKED BY: C b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES NOTES: BAGKFILL WITH APPROVED TOPSOIL AND a) WIDTH OF 3. LANDSGAPE CONTRACTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF JB > C. AT LEAST ONE PROGRAM FOR EACH HYDROZONE I. NOTIFY LANDSGAPE ARGHITEGT WHEN PLAGIN6 BOULDERS FOR APPROVAL. SOIL AMENDMENTS, AS SPECIFIED. BAGKFILL 6" ROOTBALL 6" PLANT MATERIAL. d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. IN 6 LIFTS, WATER EACH LAYER, DO NOT 4 WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE DATE: a> e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING .3. GLEAN BOULDERS OF DIRT AND LOOSE DEBRIS. TAMP OR OVER COMPACT. EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 09/16/2020 C* o STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE 4. WHEN PLAGIN6 BOULDERS, BURY J TO � OF BOULDER BELOW FINISH GRADE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. HYDRO-ZONES. 5. DO NOT 5GAR OR DAMAGE BOULDERS. NOTE: GON5TRUGT 6" MOUND OF TOPSOIL 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARGHITEGT C) 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE 6. WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF (6), I. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. IMMEDIATELY. SHEET NUMBER O o WATER TO RESPECTIVE HYDRO-ZONES. (2) WILL BE LARGE, (2) WILL BE MEDIUM, AND (2) WILL BE SMALL). 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL 7 CONIFEROUS TREE PLANTING T A . THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD 6ROUN000VER BEDS. � COVERAGE WITH TRIANGULAR SPAGING. 9 ®° 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS BOULDER INSTALLATION IN SHRUB PLANTING NOT TO SCALEL22 o SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). 3q. PROVIDE MINIMUM (1) QUICK GOUPLER VALVE PER EACH (6) AUTOMATIC VALVE ZONES. NOT To CALF 7 NOT TO SCALE APPROVE Q.G.V. LOCATIONS WITH LANDSGAPE ARGHITEGT. SHRUB / PERENNIAL B E D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA � S.S. INSTRUMENT NO. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF 20 IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER— MERIDIAN, IDAHO Np.L LA AID S G 1 S TF,Q�GAF o -� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 to Po 2 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT `/qTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �TQjV W. NP' DISTRICT COMMISSIONERS ON THE DAY OF 20 rw � � ri � � � 0 I _ 101 S, 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. 1 BOOK , PAGE CP&F INST. NO. LOCATED IN THE S 1/2 OF THE SW 1/4 OF SECTION 32, T.3N.5 R.1 E., 1/4 2014-098053 B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO LEGEND 316532 SEE SHEET 2 OF 4 FOR CURVE & LINE DATA 2020 ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT / BLACKROCK SUBDIVISION NO. 1 • FOUND 1/2" REBAR, PLS 14221 BOOK 96, PAGES 12003-12008 ® FOUND 5/8" REBAR AS NOTED (S89426 SET 1/2" REBAR WITH PLS 11118 8' 'E) � PLASTIC CAP SW 1/,6 PLS 8575 _ S89°49'51' 1115.19' CS 1/16 PLS 1422, SET 5/8" REBAR WITH PLS 11118 N89'49'51"W 225.35' 134.06' - 100.46' 100.46' r -105.02' T - 105.02' T -105.02' T �105.02' 89.59' r 90.41'- 1 90.06' 90.06' ® PLASTIC CAP OSii O I � � � I Owl () O O - - - - SECTION LINE ro o ro o r - - 0q 0q �q' "' CENTER LINE 17,562 SF o 15,,111 SF 72,700 SF Ion 12,603 SF C Ion 12 603 SF Ion 12,603 SF C 0 12,605 SF 0 7Q 751 SF o o d o o o o o o o S � 70,94o IF o 73,989 IF 9,852 IF EASEMENT LINE AS NOTED o� z �' PUBLIC UTILITY, IRRIGATION & LOT o g f5' BLOCK 9 o o i rn 00 o �`" N89'49'S1"W 134.06'� 86 45' J C29 -71.36' -105.02' 105.02' -105.02' -105.02' 89.59' 49.20'--C285 cn � DRAINAGE EASEMENT LINE, SEE NOTES 1 &2 z WATER 72.11' N89'49'51"W 148.00' �� S89'49'51"E E. BRACE DR. S89'49'51"E S89'49'51"E �' C2j\ N o EAS ME TACHD LINE, SEE NOTE 9 DRAINAGE 12 3 282 SF 3 282 IF G - - - - - - - - - - C5 \ 10' z 219.79' 283.00' 127.46' n Z79' ro y b S 72.11' S89'49'51 E �, 13 SEE NOTE 9 1 N89'49'51"W o 14 118.75' G G 29ao \ !�� o� 3075 SF sFF NOTE 9 9 !�o o� 7 764 sF �, 3 C22 s 6s91 o ACHD PERMANENT SIDEWALK EASEMENT 0 6,351 sF o „, - 173.29 8 -------190.00-- --- �,` 80.96' c �6• LINE PER INSTR. NO. - 213.39'----- 220.00' - 0 2 2 / CL I S89'4n1"E-� 103.39 1,0.00' 110.00� l r 110.00' 8 ' �'S y 96 "' m �\ SUBDIVISION BOUNDARY LINE N89'49'51"W 31.5' 31.5' N89'49'S1"W W �70' S89'49'51"E of 9 o 100.00 o o o o �!- 6 , ! C2611 - 31.5' 31.5' - 13 N O o I o O �n_ 10 0 137.19' �oo \> S 26.35' w LOT LINE 00 15 6,000 IF oo c6 6,392 IF 5 600 SF coo coo 6,600 SF 6,600 SF GO o 0 L110 0 0 58�49'SLE �89'h251"� ,OL9l 1 i Z 0 s C6 26.33' Q ADJACENT PROPERTY LINE BLOCK 9 9,1 sF uos uo7 137.,E J I �E. BRACE DR. 18 LOT NUMBER \S8T49'bl"E-1 �Io'10 .79' 11 no,10� N89'49 51 W N89'49'51"W o °C �10100.00' 12 0 0 0 0 0 0 110.00' N89°49'51"W 200.15' 1 �A SsLl 909'5,"E o�-w 0 0 6,407 IF 6,600 IF N coo 6,600 SF coo °� o �C25_ o o 16 rn o 2 26.31' 6,000 SF o S�s4951"E�W 5894�51 i 1,oQo' 10� o o Q � N m NOTES o \S8�49',i1"E\ o I a� 10 .79' o _ I 110.00' Q °M° I N89'4-'S1 W a_ `" 5 it o UNPLATTED o `r' o 0 0 0 06,600 SF o o Z `n O 100.00T0 c^o o �� o o o Q ``' o o z o BLOCK 10 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,LAVENDER 0 17 6,000 SF o M z o BOCK 7 z 6 60 SF co Z o c0 BLO K 8 oo W ro I� LU HIEGHTS HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET w o o �89'4�'51� 9'4�51 l J o 11090' J N 04 0 0 W Q w ro h ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF o� S8K49'51"Et 106.79' f-10' 110.00 I m z N89'49 51 W 1 N `� _ Ki 0 0 0 o N HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. o� 100.00 b Q o 10 o O o = o O Coo 3 N N 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT 0 ooJ 18 5,000 IF oo 6,4 SF 6,600 �F 6 600 Sf ° o o 23,501 SF 9,077 \ EASEMENT FOR PUBLIC UTILITIES,LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE z ,r, �r, L S$9'49�1"E �89'4�51 1 11090 S8K49'5l'E J � o_ z IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE �j 0\ 106.79 70 b_ 110.00' 1 N N89.4-'51 W I p �5' TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 0' 50' 100' 200' Q oO100.00 o N o� O o 00 6 o I o 4 o N f5' 0 19 00 c o O I o o O 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME H ,� S8�49`zL"E�" coo 6,600 IF coo coo 6,6 0 IF OF THE RE-SUBDIVISION. LLJ )S8T49'51"E L S89'4T517E I �70` 1Lo o0' 1 �90.00' 90.00' = x -r (/) o 106 79 a, 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT 01 o SCALE: 1" = 100' U o 0 100.60 _b 8 06 110.00' �, �, N89'49'51 W o Q o 0 0 20 5,000 IF o 31.5' 31.5' � 8 a' 31.5' 31.5' a' o N89°47'58"W 180.00' RECORDED AS INSTRUMENT N0. N o ,� ��L122 7 � ��.5,507 IF C. z o o S8�49'�l'E J !>> �23 O 111125' "' 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN N ro !> > 9,476 SF n J RECORDED AS INSTRUMENT NO. a S89°49'51"E 252.00' N o 100.00 0 �6 L115 C36 129 c' " N ,I N89'49 51 W I m I o O o "' 31 �' 5,747 SF S14'26 52 W 6-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE 189.00' L9 L10 100.00 0 21 5,o0o SF o 66.1 T C7 ; �, `, "' 10 O `o N $$9°49'S1"E S8�4 000 S 0 <v 4 53' / 68.04 LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. ,1 w o S89'49'51"E 1L CO. !� ,NzS • N o o, O o o T C18 "' 1ZS 81' �; co li 33 'W $75°33'0$"E UNPLATTED 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL a z p c`? M_ 0 24 100.00 1°� E. N/D/� `o v� mac' 12766' J 23 13' I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR m cri o 27,404 IF Q, ° L80 �+� 505 o , w I BL CK 9 J 22 6,750 IF o L81 ST SZ 2 1 112 66' 0 SF PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT S$9'49'S1"E o BLOCK 3 m c0 6,150 IF N89'49'51"W o o LO Ol C19 [482 533'Q8" �15g.16' o 0o HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT 37.6$' Z 174.00' �� I L2715 0 0 J �.0OL JCN �� /O/ / O �C833 �L84 32E � A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY o !j 170.00' 200.00' �D rn J/� n / O O r�85 (� E o\ WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, �� 23 ' m co� /o /� 6� CB� A 903 AGRICULTURAL FACILITY OR EXPANSION THEREOF. S89'49'51"E �_ _ _ _ S89'49'51"E _ M o L78 / o o r� / O7 IA88 L77 C17 US o o O8 C89 8-LOTS 1 &2 OF BLOCK 1,LOT 1 OF BLOCK 2,LOT 1 OF BLOCK 3,LOT 1 OF BLOCK 4,LOTS 1 &9 OF BLOCK 5,LOTS 1 & 116.32' n 141.86' 263.00' o 9 10 OF BLOCK 6,LOTS 1 &7 OF BLOCK 7,LOTS 1 &9 OF BLOCK 8,LOTS 12,13 AND 23 OF BLOCK 9 AND LOT 3 OF BLOCK E. PHENOMENAL ST. L76 C16 L, J BLOCK 6 ,5 / o w 00 M M oCZ4 3 0 / 10 0 9 BL.6 I 10 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS 11 cl/!2 �� !�1 04 m L48 cv L72J ° / o �' o O 10 SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS,AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, a 70.00'- _7 6. F_60.00'� -60.00'-] �60.00'� 68.89'� 0i ^ Cog q(( (Z1\ �' � oN 6.50' 6.50' 1 `SQ \C51 f Y �p�BUC U0J J o 0o Op q((NOTE 9 L67 DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOT 13,BLOCK 9 IS A CROSS ACCESS/COMMON DRIVEWAY W m w �5 2 20' 20' O2 O O, O O w c.i O /O (5 RIGHT �6g � EY p o LOT DESIGNATED TO PROVIDE ACCESS TO ADJACENT LOTS 10 AND 11,BLOCK 9. USE AND MAINTENANCE OF SAID > r O3 5 f N N Wto / / O r 2, ��53 OF WqY �68J�6, s R/�HT�F-'IU DRIVEWAY LOT SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS TO BE RECORDED FOR THIS SUBDIVISION. iv i� N r� ro rcn ro o a' 31 5 _'/ o O (54 cow o NOTE g WA y a ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. O o m o o 0 31.5' C>i o co / �S5 cn 3 0- of oo I a'°O m m rn o rn of `� ° / o° o cl� /� / 7 (06 cV (� z 9-PORTIONS OF LOT 1,BLOCK 2;LOTS 15 THRU 18,BLOCK 4;LOTS 8&9,BLOCK 5;LOTS 7 THRU 10,BLOCK 6;LOT 1, C7 o 9,602 SF o o ? oa a a n a ± � o / ° y o SZ'0 °L L57 m z BLOCK 1 �' N z Z ° d ° d ° d a �'� C14(¢ o 0 0 / O O 25 BLOCK 7 AND LOTS 9&10,BLOCK 8 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. r7 �n m o ro Z J �' / co / 9 N a o THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE Ssg. C� V C46 co o BL.S 9 55' o fs' �o L¢ J BLOCK 5 0 / d � 75 45'� I cL k � 5 0 � o c0 0 � � EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA U cn 3 ° 25 68' �1 �1 \ \ �' �ti 144 J L ° ° / o oo o^ COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT"). O 10362 Z3 62.78 60.00' 60.00' 60.00 / O/ �� Vq�ENs (42J �5' o THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO 1 S89'S0'08"W 268.46' & C1 �LE �41 L4p ° N SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM (n N69S o ° 3 L15 NZ53 ST SFEo WATER DRAINAGE SYSTEM. 2074 IF �o s45"w , BLOCK 4 3g3"/ g55.00, �16 o8"W 278g3� SURVEYOR'S NARRATIVE `31$' O /cO 10 co o 5 0 10-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 3 (21, l l N >> 5•CO3 C1Z�1 NI SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE l`lJ 36,086 SF aj 4,298 SF� rn 14 �55.pC 8 N THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM OBLIGATED FOR ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. �S6 zo 24- 4,125 S 8 SURVEYED TIES TO CONTROLLING SECTION CORNER j55.CO'- 11 BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE 28 oo O / �2Z� 4,125 SF l 15 d MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF \ 21 �� 1�6,p2• U) l^ �' 9 O h 18 o N75'33 08 W BLACKROCK SUBDIVISION N0.1,IMPRESSIVE EAST RIDGE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT \S0°09 52 E 5 804 SF / l O`�` / / 12 L3QJ �725 S �, O o 15.00' SUBDIVISION NO.1,INFORMATION FROM RECORD OF SURVEY SUBMITTAL. 79.21 \ �65.pC•J 5,757 SF J l O / 13 - �° F`� NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. THE 12-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 5 625 IF o O / / L36-1 N^ SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT ,N I 6L N7 ° 65•DO'_7 L / / ,6 \/ h O 13 THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST o \ \ EASE 533 p8» 65.0p•_� 51625 SF�7 / ,, 17 % cy THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE ESTABLISHED NORMAL GROUNDWATER ELEVATION. z f - \ \ MENT FARR w 566,Q2' 65,pC•-j L5,625 SF l / O o SF BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. o Q w O \�ATERAL 65.00'J �65.55� 5GNPIST NOrz, S C-D w 00' , G £ G'A Z UNPLATTED �<v� Q-�' F0 I rn I CLINTON W. HANSEN 8 0 UNPLATTED o I n I PLS 11118 NjA �O 0o O ' UNPLATTED ��j '911, Z Uj m OF 5 N- w SON W. NP ocn STORM DRAIN FASEMENT - S75.33�8 E 24p CO oo ADA COON\HIGHWAY DISTRICT a? 20' 38 o rn �3' 63.54- INSTR. NO- -__-- - S89'58'24"E 716.48' z Lo BLOCK 2 S89'58 24 E 324.81 SEE NOTE 9 37,744 SF � La futl � O A� N89'58'24"W 1249.28' o 0 POINT OF Land Surveying and Consulting BEGINNING �� o o us � b 31 32 S89'57'01"E 1331.91' W 1/,6 20.00' E. LAKE HAZEL RD. 1311.96, 32 co 6 5 FIND 5/8" REBAR NO CAP N89'58'24"W 1331.96 1/4 5 231 E. 5TH ST., STE. A PLACED CAP MERIDIAN, ID 83642 CP&F INST. N0. CP&F INST. N0. 2NS 111066375 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 1 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CURVE TABLE LINE TABLE LINE TABLE LINE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION C1 18.69, 164.00' 6'31'41" S3'25'42"E 18.68' L1 25.00' S012'02"W L43 40.00' N75'33'08"W L85 40.00' S75'33'08"E C2 19.37' 170.00' 6'31'41" S3'25'42"E 19.36' L2 28.37' S44'59'51"E L44 40.00' N75'33'08"W L86 40.00' S75'33'08"E C3 132.16' 100.00' 75*43'17" S37'41'30"E 122.75' L3 28.24' S69'55'45"E L45 40.00' N75'33'08"W L87 40.00' S75'33'08"E C4 94.25' 60.00' 90'00'00" S45'10'09"W 84.85' L4 21.32' SO'09'52"E L46 40.00' N75'33'08"W L88 40.00' S75'33'08"E C5 75.28' 100.00' 43'07'58" N68'15'52"W 73.52' L5 21.27' NO'10'09"E L47 18.93' N75'33'08"W L89 20.00' S75'33'08"E C6 75.28' 100.00' 43'07'58" S68'15'52"E 73.52' L6 31.50' NO'10'09"E L48 32.43' S89'49'51"E L90 100.00' N14'26'52"E C7 24.92' 100.00' 1416'43" N82'41'30"W 24.86' L7 31.50' NO'10'09"E L49 16.79' S75'33'08"E L91 100.00' N14'26'52"E C8 24.92' 100.00' 14*16'43" N718'30"E 24.86' L8 21.21' S45'10'09"W L50 40.25' S75'33'08"E L92 100.00' N14'26'52"E C9 73.28' 131.50' 31'55'46" S15'47'44"E 72.34' L9 31.50' N89'49'51"W L51 40.00' S75'33'08"E L93 100.00' N14'26'52"E C10 25.43' 131.50' 11'04'41" S37'17'58"E 25.39' L10 31.50' N89'49'51"W L52 40.00' S75'33'08"E L94 100.00' N14'26'52"E C11 11.57' 131.50' 5'02'33" S45'21'35"E 11.57' L11 28.20' N45'00'09"E L53 40.00' S75'33'08"E L95 100.00' N14'26'52"E C12 11.06' 131.50' 4'49'09" S50'17'27"E 11.06' L12 56.49' S49'44'18"W L54 40.00' S75'33'08"E L96 100.00' N14'26'52"E C13 52.45' 131.50' 22'51'07" S64'07'35"E 52.10' L13 21.21' S44'49'51"E L55 40.00' S75'33'08"E L97 100.00' N14'26'52"E C14 21.68' 68.50' 18'07'56" S66'29'10"E 21.59' L14 60.69' S49'44'18"W L56 40.00' S75'33'08"E L98 104.13' N14'26'52"E C15 68.85' 68.50' 57'35'21" S28'37'31"E 65.99' L15 10.00' S75'33'08"E L57 20.00' S75'33'08"E L99 31.50' S14'26'52"W C16 6.98' 28.00' 1416'43" N82'41'30"W 6.96' L16 10.00' S75'33'08"E L58 20.00' S14'26'52"W L100 31.50' S14'26'52"W C17 11.96' 48.00' 14*16'43" N82'41'30"W 11.93' L17 10.00' S75'33'08"E L59 96.60' N14'26'52"E L101 15.00' S14'26'52"W C18 12.03' 68.50' 10*03'53" N84'47'54"W 12.02' L18 10.00' S75'33'08"E L60 100.00' N14'26'52"E L102 21.21' N30'33'08"W C19 5.04' 68.50' 4*12'50" N77'39'33"W 5.04' L19 31.50' S14'26'52"W L61 100.00' N14'26'52"E L103 21.21' N45'10'09"E C20 24.68' 131.50' 10*45'15" N9'04'14"E 24.65' L20 31.50' S14'26'52"W I L62 100.00' N14'26'52"E L104 21.21' S44'49'51"E C21 8.09' 131.50' 3'31'28" N1'55'53"E 8.09' L21 55.00' S75'33'08"E L63 100.00' N14'26'52"E L105 60.00' NO'10'09"E C22 44.24' 68.50' 37'00'18" N71'19'42"W 43.48' L22 95.86' N1426'52"E L64 100.00' N14'26'52"E L106 31.50' N89'49'51"W C23 7.33' 68.50' 6'07'41" N49'45'43"W 7.32' L23 85.32' N14'26'52"E L65 100.00' N14'26'52"E L107 31.50' N89'49'51"W C24 32.52' 131.50' 14*1O'14" S53'47'00"E 32.44' L24 55.00' S75'33'08"E L66 100.00' N14'26'52"E L108 21.21' N45'10'09"E C25 66.47' 131.50' 28'57'44" S75'20'59"E 65.77' L25 75.00' N14'26'52"E L67 20.00' N75'33'08"W L109 31.50' SO'12'02"W C26 51.57' 68.50' 43'07'58" S68'15'52"E 50.36' L26 75.00' N14'26'52"E L68 40.00' N75'33'08"W L110 31.50' SO'12'02"W C27 57.08' 131.50' 24*52'10" N59'07'58"W 56.63' L27 55.00' S75'33'08"E I L69 40.00' N75'33'08"W L111 25.00' NO'10'09"E C28 41.92' 131.50' 1815'48" N80'41'57"W 41.74' L28 75.00' N14'26'52"E L70 40.00' N75'33'08"W L112 21.21' S45'10'09"W C29 29.61' 91.50' 18'32'19" S80'54'00"W 29.48' L29 75.00' N1426'52"E L71 40.00' N75'33'08"W L113 21.21' N4449'51"W C30 15.72' 91.50' 9'50'44" S66'42'28"W 15.70' L30 55.00' S75'33'08"E L72 40.00' N75'33'08"W L114 61.50' NO'10'09"E C31 38.77' 91.50' 24*16'30" S49'38'52"W 38.48' L31 75.00' N14'26'52"E L73 40.00' N75'33'08"W L115 19.67' N89'49'51"W C32 59.63' 91.50' 37'20'28" S18'50'23"W 58.58' L32 75.00' N14'26'52"E L74 40.00' N75'33'08"W L116 13.44' N44'49'51"W C33 14.06' 28.50' 28*16'25" S14*18'22"W 13.92' L33 55.00' S75'33'08"E L75 17.04' N75'33'08"W L117 7.78' N44'49'51"W C34 30.70' 28.50' 61'43'35" S59'18'22"W 29.24' L34 75.00' N14'26'52"E I L76 32.43' N89'49'51"W L118 21.21' S44'49'51"E C35 17.07' 68.50' 14*16'43" N7'18'30"E 17.03' L35 75.00' N14'26'52"E L77 20.96' S89'49'51"E L119 16.31' S14'26'52"W C36 32.77' 131.50' 14*16'43" N82'41'30"W 32.69' L36 55.00' S75'33'08"E L78 11.48' S89'49'S1"E L120 21.21' S59'26'52"W L37 150.00' N14'26'52"E L79 21.21' S45'10'09"W L121 60.00' NO'10'09"E L38 150.00' N14'26'52"E L80 19.67' N89'49'51"W L122 69.13' N89'49'51"W L39 165.04' N14'26'52"E L81 34.97' S75'33'08"E L123 33.19' S75'33'08"E L40 20.00' N75'33'08"W L82 40.00' S75'33'08"E NPR LA)VD 40.00' N75'33'08"W L83 40.00' S75'33'08"E �g��G%ST GAL L42 40.00' N75'33'08"W L84 40.00' S75'33'08"E 0 O t^� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 0 �o n�/ rT� o F ON W,NP Lan O ® S Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208)288-2040 fax (208)288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 2 OF 4 Milli E. AMITY ROAD NORTH LAVENDER HEIGHTS SUBDIVISION NO . 1 IF 0 a MERIDIAN, IDAHO - 2020 LOCATED IN IN THE S 1/2 OF THE SW 1/4 OF SECTION 32, ll�_ COD T.3 N., R. 1 E.,B.M., MERIDIAN,ADA COUNTY,IDAHO v O ■� y � y o Z T T O w °O _ C/) N_ 0? 0 ca Q C ~ 0c) o O c05 � J W a m cm O Y N S a a W z GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES y co co o \ � Zco 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 IRRIGATION DISTRICT IN WHICH IT IS BEING PROJECT SITE- Z o WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR TO AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. CONSTRUCTED. LAVENDER HEIGHTS � MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS BDIVISION N0. 1 OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR TO WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE CONTROLLING STANDARDS OR SPECIFICATIONS. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) III f t T, 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD AND THE CITY OF MERIDIAN WATER DEPARTMENT. ' 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 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. WATER NOTES CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION CID IS RESOLVED. 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT Y� - PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER - LAKE HAZEL ROAD 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL SYSTEMS (IDAPA 58.01.08) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE TIMES. 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. NO.1. 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 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, TO START OF WORK. WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ANDVICINITY MAP NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL OUTSIDE THE PUBLIC RIGHT-OF-WAY.5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 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 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS � CONSTRUCTION SHEET INDEX NAL �Q NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. c�� WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 1 OF 28 C.100 TITLE SHEET AND CONSTRUCTION NOTES �ZS T�� l 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 SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 2 OF 28 C.200 E.LAKE HAZEL ROAD-SITE FRONTAGE IMPROVEMENT 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. WASTEWATER RULES(IDAPA 58.01.16). 3 OF 28 C.201 E.LAKE HAZEL ROAD-SITE FRONTAGE IMPROVEMENT PLAN Ulf INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 4 OF 28 C.202 STREET AND STORM DRAIN PLAN 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 5 OF 28 C.203 STREET AND STORM DRAIN PLAN o 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE 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. TREATMENT FACILITY(LE.,SEEPAGE BEDS, DRAINAGE SWALES). 6 OF 28 C.204 STREET PROFILES PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7 OF 28 C.205 STREET PROFILES OF 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 8 OF 28 C.206 S.BLOOMERANG AVE.BRIDGE CROSSING DETAIL PLAN J� IN P 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS REPLACE THE ENTIRE ROADWAY SURFACE. AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 9 OF 28 C.207 E.LAKE HAZEL ROAD-STREET STRIPING,SIGNAGE AND LIGHTING PLAN DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE PUBLIC WORKS INSPECTOR. 10 OF 28 C.208 STREET STRIPING,SIGNAGE AND LIGHTING 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 28 C.209 STREET STRIPING,SIGNAGE AND LIGHTING PLAN CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 12 OF 28 C.300 GRADING PLAN o C-3 a 13 OF 28 C.301 GRADING PLAN c C.) a 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD 14 OF 28 C.302 REAR YARD GRADING AND PRIVATE SEEPAGE BED PLAN o 2-- PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 15 OF 28 C.303 WALKING PATH AND TEMPORARY TURN AROUND GRADING PLAN zo } a m 16 OF 28 C.400 SEWER PLAN AND PROFILE z > CD 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. 17 OF 28 C.401 SEWER PLAN AND PROFILE � z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM z 18 OF 28 C.402 SEWER PLAN AND PROFILES w o THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES 19 OF 28 C.403 SEWER PLAN AND PROFILES CD � C.>-, 20 OF 28 C.404 SEWER PLAN AND PROFILES o M z 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE C2 - o 0 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS 21 OF 28 C.405 SEWER PLAN AND PROFILES cc a ,1 RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 22 OF 28 C.500 WATER PLAN a Cc z W n SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES 23 OF 28 C.501 WATER PLAN z o C c' ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL o 0 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, 24 OF 28 C.600 IRRIGATION PLAN o , C) AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 25 OF 28 C.601 IRRIGATION PLAN L6=) z NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL 26 OF 28 C.700 STREET DETAILS z BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 27 OF 28 C.701 STORM DRAIN DETAILS a C:) cc 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 28 OF 28 C.702 PRESSURE IRRIGATION PUMP STATION DETAILS o w ¢ o co = = 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE LAVENDER HEIGHTS SUBDIVISION NO. 1 BRIDGE CROSSING C5 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 1 OF 2 BR-1 PRECAST BRIDGE-SITE PLAN z WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 2 OF 2 BR 2 PRECAST BRIDGE DETAILS WASTEWATER RULES(IDAPA 58.01.16). STAPLEY ENGINEERING CONSULTING PLAN SET r 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 1 OF 4 S101 CULVERT SECTIONS STRUCTURAL NOTES ■ STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD 2 OF 4 S102 LAYOUT PLAN O STORMWATER DESIGN GUIDELINES. 3 OF 4 S103 FOUNDATION PLAN 4 OF 4 S104 CULVERT DETAILS 0 - CONSTRUCTION CONTACT INFORMATION y 3 - N :3111111111 w DEVELOPER ENGINEER SURVEYOR - z THE WESTPARK COMPANY CIVIL INNOVATIONS, PLLC LAND SOLUTIONS, PA 0 z CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS m O 0 2463 E.GALA ST.,STE.120 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A = C-) MERIDIAN,ID 83642 BOISE,ID 83712 MERIDIAN,ID 83642 0 PHONE:(208)888-9946 PHONE:(208)884-8181 PHONE:(208)288-2040 STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND EMAIL:TAYLOR@WESTPARKCO.COM EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:CHANSEN@LANDSOLUTIONS.BIZ z z ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE W PROPOSED WATER LINE AND VALVE y Q C-) U ABAN Abandon EVC End of Vertical Curve POC Point on Curve PROPOSED PEDESTRIAN RAMP ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE DETACHED WITH DETACHED SIDEWALK - W EXISTING WATER LINE AND VALVE Q AC Asphalt Concrete FG Finished Grade PP Power Pole CENTERLINE ATTACHED PROPOSED DOUBLE WATER METER SERVICE LINE BENCH MARK AND DATUM DATA L 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 PROPOSED SINGLE WATER METER SERVICE LINE 4 w ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP DATUM DATA czn EP EXISTING EDGE OF PAVEMENT DETACHED EXISTING DOUBLE WATER METER SERVICE LINE BC Beginning of Curve FS Finished Surface PVMT Pavement WITH ATTACHED SIDEWALK HORIZONTAL: NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) W w BCR Beginning of Curb Return GALV Galvanized R Radius 0+00.00 CENTERLINE STATIONING ED EXISTING SINGLE WATER METER SERVICE LINE VERTICAL: NAVD 88 LZ 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 IP Iron Pipe Dimension Ratio O O 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 COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) 2644 PROPOSED 1'CONTOUR E IDIAN*_ -- Q 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 Public DBL Double LB Pound SPRK Sprinkler SO PROPOSED STORM DRAIN LINE AND MANHOLE T SS PROPOSED SEWER LINE AND STATION Works Department DI DropInlet LF Linear Foot SS Sanitary Sewer --2644---- EXISTING 1'CONTOUR Design 6 Construction Supplemental Specifications ry �-SD-- EXISTING STORM DRAIN LINE AND MANHOLE �SS PROPOSED SANITARY SEWER LINE AND MANHOLE DIA Diameter LP Low Point STA Station - - - - DRAINAGE SWALE == PROJECT NO. 20-0610-LH1 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 GRAVITY IRRIGATION PLAN LEGEND -�-SS- EXISTING SEWER LINE AND MANHOLE EXISTING STREET SIGN • • • • DESIGNED BY BT E Easting MW Monitoring Well TAN Tangent - L SS-- EXISTING SEWER LINE AND SERVICE � • • ` EA Each N Northing TC Top of Curb PROPOSED STREET LIGHT GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX ■■ ■ ■ ■ ■ ■ � DRAWN BY JTA EC End of Curve N0. Number TEL Telephone GIRR-- EXISTING GRAVITY IRRGATION LINE NOTE ■ 11 ■ ECR End of Curb Return CHIP Overhead Power TOPO TopographyEXISTING STREET LIGHT ■ ` iI■ ■ •� CHECKED BY BT EG Edge of Gutter PC Point of Curvature TRANS Transition DIRECTION OF SURFACE FLOW ■ PRESSURE IRRIGATION PLAN LEGEND THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ■ ISSUE DATE 08/04/20 ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical 7EM Electric Meter PCC Point of Compound Curvature VB Valve Box �--�� PROPOSED TYPE II BARACADE CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF ■ ir;�2 HORIZ.SCALE AS SHOWN ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve PROPOSED PROPOSED PRESSURE IRRIGATION LINE AND VALVE g g g p �--� PROPOSED TYPE III BARACADES PREPARATION. DEFICIENCIES I IN THE DESIGN.GN.ALL VARIIANCESD ROMUACHD NPOLICY SHALL FOR , ■ • VERT.SCALE AS SHOWN EP Edge of Pavement PE Polyethylene VERT Vertical -�- PIRR EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE PIRR Pressurized Irrigation WM Water Meter �--�� EXISTING BARACADE APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. • PIRR PROPOSED CONCRETE THRUST BLOCK ■ -� PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE ■ ■ ' % Coll 00 SHEET 1 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.100(Title and Note Sheet).dwg w E.E. LAKE HAZEL RD. - IMPROVEMENT PLAN LU \ �^ SCALE: 1" = 20'-0"HORIZONTAL z \ a 30 20 10 0 20 40 J 2 m L.J \ qft v CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET ~ Q NORTH ' 2746.04 EG/AP/GB 2744.37 EP/AP/GB MATCH EXISTING 21+57.56,21.50,L MATCH 4:1 MAX. LISTINGLOPE Cj 2743.86 NG 4:1 MAX.SLOPE 2746.10 EP/AP/GB CONSTRUCTION KEY NOTES 18+23.98,11.15'L 18+58.01, 1742' L (TYPICAL) ' (TYPICAL) 2746.16 NG (BEGIN CONST.) 21+57.59,18.50'L 22+23.20, 22.78' L INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,AND TACTILE (MATCH EXIST.) 2743.90 NG 2744.23 NG 2744.45 NC 2744.71 NC 2745.29 NG 2745.58 NG 2746.32 EP/GB 2745,98 NG 2146.22 NG 2746,54 NG WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 21+08.84, 21.25' L 18+2388, 15.76' L 19+09.07, 18.10' L 19+5752, 19.31' L -20+07.85, 20.42' L TOO 20+56.33, 20�71 -- - e 21155.68, 10.58' L 211,57.59, 21.74' L 22+10.09, 22.20' L 22+68.56, 22.4 - - 2744.42AC--TOo - --- -- 41 AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 12 , =2743-❑ -ro" - _ - _ -- - -- �B __ --- °e ----moo __==ion--_r°e _ _ _ - - - - - - - - -2743- _ 18+23.98,8.50'L TOe` - --- -T°E - - -T°E -----T� -_-- _ - - _ - _=- -= - __- = TOE --- -T� - - °E - T°E - - °E - --TOE -TPET°B - - _-T = - - TOB i TOE TOE TOE E - -- T -TOE - -= - - =T°E- -�- w==� - - °2746 _ - - - 45 - --i0 - - - -----TOB -- -T°° -----TOB ----- e - TOE T° INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL - TOB - -TOO �.--_ 2745 2745 BEGIN CONST. - - -2744.31 EG/GB -- o -- � - - - -- - - - - - - - - - --2746 - - - - - - -2746--•,o - - r ( ) - - - -- SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. p 18+23.91,14.15'L- - ___ _ _ - - - - - - - qs Ems- - - - - - F J - - EG - Ec TOE TOE - --2744.28 -P/GB--T°E - - -----,°E - - - - - °E ---- °E -�,�E ---- T°- - - - - - - - - - EGT G - EG- - - EG - O,j 2746.09 EP - - 2746.45 EP�2746.54 EP - 796 27 INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. w °O _ -_-_ '°�-__-T°E -- T- - - 2745=T EG EG \0.5% '°'2745.57 EP _ EG 274, EP -TOE - ----- m EG EG E° r 6 2745.32 EP1 EP CEP TOE ----EP TOE --- EP TOE - 4 EP�TOE --- _ -roE -- EP 7 EP EP EP EP FP 4 18+10.64, 11.16' L _ _ _ -2744 - - -E� EG 2745.06 EP _ - - EG 0.5% 2744.81 EP -\ EP EP _EP EP- EP _ -2746.38 AC=2746.60 EP/GB - -- a T°` T`2746.99 EP/GE O c~i� T °O -2744- - - - - 2744.54 EP - P- o -EP-- - EP _N - --- -EP-- r EP---- N-- --EP---- EP--- �' 4- -EP 11 --EP . 9 . ' - 22+10.09 1Q56' L o EP T -EP --8.-EP INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. r` oho 0 EP G _ _ co EP EP EP - -EP- --EP o�a, - EFP EP---- --� +57.5 , .50 L N N 22+68.56, 10.< cr)8-----EP---- --- Eq -EP- -- EP- -- --- _ SAWCUT SAWCUT SAWCUT N SAWCUT SAWCUT SAWCUT T SAWCUT 6 T SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT m dp O 2744.84 AC/GB 2744.64 AC 2744.58 EP/GB 2744.90 AC 2744.83 EP/GB 2745.21 AC 2745.17 EP/GB 2745.45 AC 2745.39 EP/GB o 2745.76 AC 2745 69 EP/GB/ 2746 2746.08 AC 2746.03 EP/GB 2746.36 AC 2746.57 AC/GB 2746.65 AC 2746.75 AC 2746.70 EP/GB �27 © INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. a Y - o o � Er, ■ o 01 18158.00, 1.25' R 1 18+5813, 11.13' L o� '� �1 19+57.64, 10.80' L o 20107.96, 10.83' L °D �1 20+56.42, 11.34' L o7 01 21+08.\ 10.89' L 1 0 ��f p� w +� - N -o N 19+09.18, 11.25' L o N N o n N N 21+54.99, 1.33' R o 1 N1 22+23.20, 10.60' L ] INSTALL 10'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. CD <C U) w - - - - - - - - �_- - - - - - - - - _ - - - 2745 - +, - _ - - _ - _- - _ -- - - - 14 - -oT- - - _- - - -- - _ __ - - - - _ - + - _ - _ -_ _ ❑ _ - _- _ - +� � _ 14 ❑ z 2744.52 AC ❑4516 AC/GB 2745.37 AC/GB E.LAKE HAZEL RD. `� 274566 AC/GB o ` 2746.28 AC/GB 2746.30 AC 2746.32 AC 2746.89 AC/GB �� 2746.93 AC/GB ❑ O w m C 2744.52 AC/GB N _ � to w 2746.00 AC/GB <r 2746.23 EP/GB to IImo_. $ INSTALL CURB TERMINUS PER ISPWC SD-707. co 18+09.28, L41' R l� 18+46.91, 11.70'R + N N 19+5711, 0.86' R +� Nl 20+0736, 1.29' R r IN -2746 1 21108.79, 1.56' R 21+57.64, 11.70'R 22+09.27, 1.75 R 1N Nl+� 22+22.73, 1.68' R, o 2744.60 AC 19+09.30, 1.65' R 2744.90 AC 2745.16 AC 2745.43 AC ¢ 2745.74 AC 20+56,19, 0.99' R 2746.03 AC 21+54,62, 14.21' R INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC (BEGIN CONST.) ae > 2746.76 AC -2747 r o SAWCUT SAWCUT CUT SAWCUT SAWCUT SAWCUT S f IT SAWCUT SAWCUT SAWCU 2746.15 EP/AP/GB SAWCUT �� SAWCUT v o r N ae SD 707,MODIFIED.SEE DETAIL ON DETAIL SHEET. --EP- z- _ ---Ep /-� --Ep- Ep--- N c� - - -- EP--°pgyp EP Ep - -�� -- Ep--- -Ep ---EP-----Ep--- �o- --Ep-- Ep-----Ep n��e _Ep Ep mac 2746.64AC aE p e ----Ep ---EE44- - P - EP E --- Ep- N �i - 21+57.64,18.50R-- -- o_ 2744.53 EP 0.5% 2744.81 EP P EP EP EP EP 2745.88 EP - 2746.13EP _ _ C,,; INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD EG EG EG 2745.06 EP 2745.33 EP 0.5%- EP EP EP EP EP � \ _ Er'-- --2744.19 EP/GB- --roe =_ _ EG EG EG EG E 2745.60 EP-TO. - - ° -- - TO c EP EP EP P EP EP EP SUPPLEMENTAL SD-710B(6"THICK CONCRETE-SEE NOTE E. --ae Oo -ae Too -----TOB ae 2745- o - ) ae ====2744- - - - - -o- - -co. - -� o ---- - a'T 2745=EG E� -0.5% --27Q -- -T� - =Toe- - 2746 47 EP 2 6 55 EP- -TOB ll.6% -- --=2743 0E =- -TOE - -TOE C?--�n E - - = r°E=---TOE -=- E___ TOE --- -TO, - - DE -- -T°E - - of -TOE - 2745°B T --- E`-p- -- °E Pr-- EG E�--- - - �4----{ -- INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD 18+09.15, 14.06' R- - -2744.47 EP/AP/GB co T N M u - -- N - --'°" --- ---T°�-- --- ❑ SUPPLEMENTAL SD-71 OC(6"THICK CONCRETE-SEE NOTE E). - - - - -2742- - =- - - - - -18+46.91,13.95'R-_ _-_ ,_ _----�Oe _ _ - - -_ - - - - - - - - - - - - 2744- - - - - - TOE- - - - - - - -- 5-ram---= _ =TOE_ - -274 1 --- (BEGIN CONST.) _ - - - - - - - - - - - - O - - - - - - - --- _-=_=�E� \T° -----o�, _- TOE -_ -TOE __ -TEE -- T°E_ _'�__ --2743=2743- -__ -_ - - - - - - - - - - - - - 2744= 1 INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE - - - - _ - - - - - - - _ _ - - = - - --- TOE -2741- T --T4-- - O E -----TOE --- -T O - - - - - - - - - - - - - iO E - -TOE - -- O E - - --- -TOE TOE TOE T� ioe= - - - - - - 744- 12 _-= 2742 --TOO-_-_ °B - (MATCH EXIST.) - - - - = ---°e _=TOe-__ - 2744=--T°e - --TOE ---TOE - - --Toe --- - °B ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A -- - Toe ----Toe --- T� -- - Toe ----Toa-===To -- ----roe -----TOB 2744.41 EG 2743.20 LOB/NG 2745.11 EP/GB 2745.37 EP/GB 2745.67 EP/GB 2145.97 EP/GB 2746.09 EG/AP/GB 2746.57 EP/GB ----2745 -- INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE 18+46.87,16.95'R 18+99.67, 26.52' R 19+56.68, 14.20' R 20106.60, 14.51' R 20+55.63, 14.42' R 21+0773, 1423' R MATCH EXISTING AT z ^ 21+57.64,21.50'R 22+09.03, 14.55' R 2747.02 EP/GB 13 FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS w NORTH TOP OF BANK ❑ -4 274553 LOB NG 22+6759, 14.02' DECALS PER ACHD SUPPLEMENTAL SD-1132B. (BEGIN CONST.) z 2744.84 EP/GB 274377 TOB/NG 2744.17 TOB/NG 2744.27 TOB/NG w o / ti REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET \ � 2744.77 TOB/NG c/� (TYPICAL) a; (MATCH EXIST.) m 20+06.23, 2525' R 20+54.61, 2555' R � 22+08.51, 25.61' R 274569 TOB/N 14 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD 0 19+09.23, 14.41' R 19+56.41, 25.82' R 2742.78 LOB/NG ~ N 211,07.58, 23.81' R ' w 2746./1 EP/GB SUPPLEMENTAL SD-303 AND SD-806. 0 274338 TOB/NG z o + 22+68.90, 25.,, MATCH EXISTING AT ^ 15 18+46.72, 26.96' R n h J J N 22+21.72, 14.22 R INSTALL 4'WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO PAVEMENT EDGE. <r � 19+10.41, 24.24' R NORTH TOP OF BANK w 2744.55 EP/GB 2 2743.67 TOB/NG (TYPICAL) ' m 2745.45 TOB/NG 18+5791, 1392' R 19+18.04, 26.39' R 22+23.28, 26.12' R 16 INSTALL 1 Y WIDE PATHWAY-SEE DETAIL ON DETAIL SHEET. ' 1] INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SD-701A (COLLECTOR ROADWAY-8"HIGH CURB). ONAL CXSTE�� l MATCH LINE - SEE I I I I ❑I I MATCH LINE - SEE J Il SHEET C.202 �� o 2750.88 VC/EVC/BVC 2,-sr ❑ 2750.57 VC/EVC/BVC SHEET C.202 I a0 0 FOR CONTINUATION - II 11+99.00,18.00,L 2 0% 12+00 2=2750.78 0% \ 1 11+99.23,32.81,R FOR CONTINUATION I I / OF� /EVC/BVC \ 1 \ I I �1 jN P- - L�1 .00,0.00' I � 275 ° I I 1 / °I \ g I 2749.42 VC/PT/GB \ _ W\ W 11+80.86,34.91'R - _ /\ \---------- o z I 2748.59 AC/GB p9 \ \ I 1 ------- z m 2748.61 AC/GB- 2� I I � z > 2748.52 VC/PC/GB \ \ W z z _ III II 2749.28 VC/PT/GB 2749.26 VC/PT/GB l� � O - 1 o W I 11+61.26,8.50'R 11+61.21,9.50,R 11+61.76,36.00,R w I 1 \ \ I ------� ------- L _ _ CC � > CD C-3 III w I 1 2748.47 AC/GB _ 2748.21 AC/GB I / l o 0 o z I SHED II j cn O III I 2749.14 VC/PC/GB 2�0.g 2748.88 VC/PC/GB ° N \ SHED o ,,, � 11+55.76,3.00,R 11+55.76,15.00'R ° \ j I i } LU o III w II \ \ I II zLU Qaz co ---- --- I o co z o \ ICi IIII w ------ ; z m \ ---------- ----- a CD z I I I I � 1 w M o \ o \ R1 Q� '` '--� I I GARAGE/SHOP W CO � \ III I b/I \ `LAN m11 A 1 , 1 - 2748.00 NC\ �� °° 1 2746.41 VC/LP/BVC \II w \ II °'1 23+87.64,79.12'L= \ r T \2746.77 VC/LP/BVC \ 17 I ° 10+79.00,36.00,R \ II \ ------------ w o 23+33.64,78.94'L= 2747.21 VC/PC/GB- - - 2747.19 VC/PC/GB 2746.66 VC/PT/GB \ \ w \\ J 10+79.00,18.00,L I \ I -------- O 10+84.50,8.50,R 10+84.50,9.50'R 1 23+87.69,65.90,L �� \ w Z 12746.50 LIP w i Q9 I v = w I III 11 0 2747.12 VC/PT/GB I I 2747.89 NG \ \ \ I \ w 11 23+35.69,65.73 L j 2747.38 VC/PT/GB' I 1 10+90.00,3.00,R 10+90.00,15.00'R 24+05.35, 7769' L IiI 2746.92 VC/GB ° 2748.12 NG 2746.71 AC/GB 2746.45 AC/GB 2747.91 NG i O z II 123+33.69,65.72'L 1 24149.J2, 76.94' L \ \ M 24117.69, 75.30' L \ I \ r �n r I \ 2750.92 NG J m I 2746.55 LIP w 2746.54 AC/GB 2746.52 AC/GB \ = Q I o o I I 27¢8\ 2748.01 FG/GB 2748.74 FG/GB � i I -� 26+30.22, 7790' L c) 23+35.70,60.73'L 2.0% 2.0%_ - II I 24+17.69,75.00,L 24+49.32,75.00,L _ 1 z m to I m 2746.55 FS SDMH 1 - - - - - - - - - - - - I_ _ _ - _ _ Q 2747.48 EG/NG 1 P 23+33.70,60.72'L ' - - - - - - - -- - -- -_ _ - -- 2749 99 FG/GB - -- 11 1 I 2747.09 NG 2746.67 AC/LP a� a 6.75 2748.24 FG/GB \ 23+16.57,47.84'L I a m o 2746.75 FG/GB �,, 2747.51 FG/GB 1 I ~ 2746.71 EP/PT/GB T �r 24+49.32,50.00'L (MATCH EXIST.) 23+51.64,79.00'L= T ° o\o c9 24+17.69,50.00'L 26+30.22,75.00'L w \ 2747.38 EG/NG I 1 23+35.75,46.60'L /� a o \ ACHD STORM DRAIN I a>? 2�Sp �/� O LU 10+79.00,0.00'R fD 2748.20 FS/GB \ C l W EASEMENT 27 2749.45 FS/GB N 2749.49 FIG= _ C) \ 2746.65 EG� $ I � 2747.47 FS/GB � 4g 2746.83 FL/GB o 23+15.59,28.74'L SG 1 , 24+49.32,48.00 L 26+30.22,48.00'L Q ' \ 23+32.75,46.59'L ` 24+17.69,48.00'L \ 26+15.03,31.50'L 26+30.22,50.00'L p MATCH EXIST. L I I y�� 2748.08 FS/GB 2749.31 FG/GB ( ) I � I \ 2749.33 FS/GB I - \ , 2746.35 FL 2747.44 FS/GB 2748.54 FG/GB 2746.83 FL/GB 24+49.32,41.00 L �� 2747.34 EG/NG 1 w I j ham' oo 26+30.22,40.00'L z ' ' 2746.04 EG/AP/GB I I �r o� �� 2746.41 FL - 24+17.69,41.00'L MW� 25+18.74,40.00,L 26+15.03,29.50,L 26+30.22,41.00'L y Q o 23+02.86,29.36'L I ° 2748.06 FG/GB Q 21+57.56,21.50'L MATCH EXISTING \ I \ 1❑ ° ° ° ° ° o (MATCH EXIST.) 5.1% I f �� 2.2� s 1 0.7% \ ° ° ° 0.7% ° ' 6 ° ° 24+49.32,40.00'L °\ ° BMW ° ° °° T 1 6 0.5%` LU ' 4:1 MAX.SLOPE , ae ° ae °° a S° 2746.10 MAP= 2746.16 NG 2747.04 EG/PC/GB, 2746.79 EG/GB N T 2746.85 AC/GB 2746.85 AC/GB o ° ° ° (TYPICAL) ac ae r�1 so\ ° c�l ° ° ° ° ° w ° ° ° w 21+57.59,18.50'L 22+2320, 22.78' L 23+07.73,21.50'L 23+30.10,35.34'L T II�r °ee°ee 1 ------------ -- ------ ------------------\--------- ----------------------------- - ------- ----- - --------------------� Cz Iv 4.5% 23+32.80,34.00,L 23+85.79,34.00'L 2746.71 FL 1 2749 2749 Q 2745.58 NG 2746.32 EP GB \ ( \ ae 1 2747.93 EG/FL \ 2746.94 FIL / 2745.98 NG 2746.22 NC 2746.54 NG 2747.10 EP/PC/GB I --- - I 2746.77 FL v� I` r 21+08.84, 2L25' L +------ -�--- --------------- EP EG 1 25+18.74,30.50'L __ __-------27 8 26+ -- L 211,55.68, 10.58' L 21+51..59, 21.74' L 22+10.09, 222O' L 22168.56, 22.46' L 23+07.73,18.50'L I CQ 0.0% 0.5° 1.1% EP -� EG -\ 1 1.1% 05.03,30.50' _ _ _ _ W 2748 "' TOO -- -- ° ----TOe -----rae o-: --T a - OEM 5.5% -- -------- 2747.71VC/GB - - - - - - - - 47- - - - - - - J-2745 -Toe-----Toe EP EP EG - OE -- --TOE -- - TOE --,E -TOE - TOE �2 -T a 1 \ "\ o 2747.42 VC/PC/GB -O-EP �- G _--_ 2747 - roE=--- -- - -746TOE -- --TOE -- \ IaQ ae I ,. 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EG EG �' pj_^ .-SI of N p� Ni- 2747.73 AC � n cM °V / �i ��TOE - EG 0,5 2746.09 EP� - 2746.45 EP 2746.54 EP - - 0.7/° 2746.84 EP 2747.03 EP ----I-t- N N --TOE -<r _ C� N N N 2747.35 FS/EP/AP _ 2�q9 TOE - - _M E --- -T°E -_ -_�- - °} T EG 2749- EG -TOE --- EP TOE -2745.85 EP O -_-Epl - _- eP_ TOE - EP -EP - EP - - EP _ EP FP ��" . l + / + --roE --2747.90 AC ---4-TOE 24+49.32,34.00'L--- - - - - cN.'I 2748.86 EPA _ EP EP -- - LLI n o -TOE - c�? _ _ _ 2748.48 EP EP _ EPTE - TOE -.<TOE ----T� '" P N h N ro 24+17.69,8.50'L- -EP- EP- -EP-----EP� 2746.38AC- - -2746.60EPGB2746.99EP/GB _- 2747.31AC - co EP -_- P-----`�---- 2�46 - � - - - / f a 2747.00 EG �� 24+49.32,8.50'L - -E-_ ---EP--- 2748.91 EP GB R9 2748.97 EG/AP - - - - - - - - IIN 21+57.59,8.50'L �CE N 22+68.56, 10.81' L N - - N NII 23+07.73,8.50'L `V 2747.56 AC _--Ep_-__ Ep ----EP / i 22+10.09, 10.56' L23+01.28,21.50'L - - - Ep-- / TI 26+30.22,20.04'L -EP J-14. =EP--- -EP rp --EP- --EP- EP-A -EP-- - Ep- ---EP 23+85.79,8.50'L - 2747.86 AC 2747.97 Al 26+11.54, 16.66' L �' E P E P SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT S CUT SAWCUT SAWCUT SAWCUT SAWCUT _� SAWCUT AWCUT SAWCUT SAWCUT SAWCUT 2749.03 EP/AP 1� P/GB 27g6 2746.08 AC 2746.03 EP/GB 2746.36 AC 2746.57 AC/GB 2746.65 AC 2746.75 AC 2746.70 EP/GB �2747.04 AC 2747.27 EP/GB 2747.30 AC 2747.47 AC _ o - 274782 EP/GB o 2748.45 AC 2748.27 EP/GB 2748.79 AC 2748.65 EP/GB 2749.08 ACI W } ° - �_ �_ 26+30.22,17.03'L 34' \ o ^} 21+54.99, 1.33' R o a "} 22+2320, J0.60' L ^} 22+97 J9, J0.5J' L ^ oo m o f f o o }� i ' n ^^ 24+62.33, 1390' L o aD }� 25+71.34, 15.68' L o o NI 21+08.93, 10.89' L NI N o NI NI N IN N� 23+51.88,8.50 L 1� 1� 7^ o �� IN �- y-- ty-- -- -- o -- IN 25+20.62, 15.11' L -- - ^ -- -- N + - - - - - - - 14 - - - _ _ _ _ --+�- _ s� - _ _ _ _ _ _-+� - _ _ _ _ _ -�f- -+}- � --- - - - - -r - - - - - _1O 00 - - - - - �- - - _ i_ _ _ _ _ u�- _ _ _ _ co 277628 AC/GB 2746.30 AC 2746.32 AC 2746.89 AC/GB 2746.98 AC/GB 274724 AC GB E. LAKE HAZEL RD. N 2748.27 AC/GB N o C/GB 2746.23 EP/GB 1�, / ��° 2747 68 AC/GB 2747.77 EP/GB 2748.16 AC/GB2748.72 AC/GB 2749.00 AC/GB °I �°� 2748.85 AC 2749.21 AC 21 N 211,08.79, 1.56' R N I°� � °J ¢6� 21+57.64,11.70'R 22+09.27, 1.75' R 1N N1�N 22+22.73, 1.68' R, IA 22+6749, 1.77' R ^� Z o �N Nl��\l N 24+62.25, 2.07' R 1N N 25+19.41, 1.91' R 25+7L44, 266' R ^j 25+73.22, 11.70'R �9 R 2746.03 AC 21+54.62, 14.21' R 2746.76 AC 2747.07 AC 2747.28 ACC N N 2747.55 AC 23+51.4q 2.29' R 2747.73 AC 23t9376, 1.59' R 24+41.34, 2.63' R 2748.05 AC N1 1 26+30.220 8.50'L --- SAWCUT --EP- SAWCUT - - SAWC 2746.15 EP/AP/GB a SAWCUT SAWCUT SAWCUT SAWMIT ^ SAWCUT SAWCUT SAWCUT SAWCUT �A NOT SAWCUT SAWCUT SAWCUT I 2749.33 AG/GB -EP- ----Ep a 2746.64AC o --EP- -EP---- EP--- -o -Ep-- ae -E - Ep---- EP-- --EPa ae 2747.97AC�a o 2748.50A 2748.83AC aeae l� 2748.69EP/AP/GB ' 21+57.64,18.50'R---- EP- -� -EP o - - P-� -� ^ oo M O,� o rrn 1 2745.88 EP - - - 2746.13 EP -I N M M EP--__-EP-----eu ----_Ep N -� Cl) �;+T 26+ 2.83 R EP EP EP - - - - 2747 - - - - - - N N N � -EP-----Ep- 25+73.22, 19.53'R PROJECT 0 LH1 EP EP EP---EP P EP EP EP EP EPP P EP EP EP EP EP EP EP EP EF---FP-E� G-iOO _EG E -- 0.5% --2�q6--TOo TOB --- e- =TOe_ _ 2746.47 EP_ _2746.55 EP TOe 0.6%- -TOB 2746.84 EP---Too --2747.10 EP. ° 2747.36 EP 2747.57 EP 0.5% 2747.81 EP 2747.91 EP 2748.28 EP -- -Er---°�-EP -0.7°� EP ---EP \2 jg9\ DWG FILEN 061C.200 -----2745-- ��_-�-- -EG-=- TOE -- EG -- o 2748.67 EP --- _TOE EG_ - r E EG roE - z& -emu EG -za u E Ee - ' TOE 2745 _---T°E - -- - - -- - -- = -- - E_ �_ - _ ;- �G to -EP-- �a -308 --- -EP- - - - - - - - 2744- - - - - - - - - - --2745-T°�-- -�° - _Ep-- DESIGNED BY BT E _TOE_- TOE--. TOE 2743 - _roE_- =_-_T°E\_ __ __ _ __ - - - - - 274751 EP/GB 274773 EP/GB 274793 EP/GB 2748.05 EP/AP/GB 2748.35 EP/GB 2748.69 EP/GB 2748.70 EP/GB w - DRAWN BY JTA - 2743- - - -TOE -TOE --.2744-TOE -- _ w 2744.=-- - - - - - - - - - - - - - - - - _ - - - - - - - - - 2744 - - m 24+60.88, 1736' R 24+87.11,18.50'R 25+1850, 18.47' R 25+70.37, 19.45' R 25+78.67, 19.69' R -EP-- _ -TOo -- -- TOB- -- TOO -- - _ _ 23+52.39, 14.27' R 23+93 35, 13 72' R cn T -2745----Toe -- CHECKED BY BT 2745.97 EP/GB 2746.09 EG/AP/GB 2746.57 EP/GB -SOB ❑ 2747.43 AC/AP 2748.26 AC 2747.99 EG/AP/GB � 2747.02 EP/GB m � 2748.63 EG w 21+0773, 1423' R MATCH EXISTING AT R 21+57.64,21.50,R 22+09.03, 14.55' R 2745.64 TOB NC o � v z / \ ^ 23+31.91,11.70 R 24+87.11,11.70'R 24+87.09,21.50'R 25+73.18,22.53,R z ISSUE DATE 08/04/20 NORTH TOP OF BANK ❑ 2745.53 TOB NG 22+6759, 14.02' R o Q J LU o / 22+91.11, 26.22' R � � 2747.25 EP/AP v w HORIZ.SCALE AS SHOWN 2744.77 TOB/NG (TYPICAL) 22+08.51, 25.61' R 21+07.58, 23.81' R ' 2745.69 TOB/NG 2746.22 LOB NG N � ~ a n 2746.71 EP/GB / 0 23+31.91,18.50 R � 22168.90, 2553' R N N 2747.19 EG/AP Q VERT.SCALE AS SHOWN N N 22121.72, 14.22' R 22+98.93, 2385' R 23+31.910 21.50'R ' 2745.45 TOB/NG 2745.71 TOB/NG Cm200 22+23.28, 26.12' R 23+04.81, 24.98' R SHEET 2 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.200(Street and Storm Drain Plan).dwg ' I \ OFFICE - � 'I I - � � - - w LU C/) W w C IMPROVEMENT PLAN w _ _ I \\ II O /� E. LAKE HAZEL RD. - ------------ I - m -- - --�I - - \ r--------- -- --------� �. - J u - i u CC oO / / - - \ \ L \- - ` -I \ I \ = w SCALE: 1 - 20'-0 HORIZONTAL uu N' -=J- - - - \ ---------- U m a 30 20 10 0 20 40 z U \ -IASlr€RS- ARmTTG- J \ I \ F- I- J '`'' \ �I�ILINNo INNOVATIONS HORIZONTAL SCALE IN FEET w / \ INSTALL BORROW DITCH I NORTH Cj c=i� >S WITH CONTINUOUS SAND TRENCH �s 1 2750.92 NG / , \ PER ACHD STORMWATER DESIGN II ' - 2750 \ GUIDELINES STD.DWG. DETAIL 05, 2751.17 NG 2751.30 NG I 2751..39 NG 2751.83 NG 26+30.22, 77.90' L - .60 NG SEE DETAIL ON DETAIL SHEET. 29t21.45, 76.12' L - - - - - - - - - - - - - 30+16.43, 77.22' L - - - 30+75.21, 77.18' L CONSTRUCTION KEY NOTES 27t 17.50, 75.43' L � \ \ 28t2393, 75.42' L I � - - - ❑ INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,AND TACTILE n 2749.99 FG/GB 2750.46 FG/GB 2751.04 FG/GB 2751.66 FG/GB I 2752.10 FG/GB 2752.53 FG/GB WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. _275�- - INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, 26+30.22,75.00'L 27+17.50,75.00'L 28+23.93,75.00'L _ \ 29+21.45,75.00'L 30+16.43,75.00'L 30+75.26,75.00'L Z o 8_1I 275p I _ - oI 1 AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. r r 2749.45 FS/GB Nii 2749.49 FG/GB 2749.92 FS/GB Nli 2750.50 FS/GB Nli �� - 2751.12 FS/GB Nli 1 I- - - 2751.56 FS/GB N?ft�II 2jS 2751.99 FS/GB INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL 00 E \ - - I 2751- - 2 1 SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. O U) CQ °O 26+30.22,48.00'L 26+30.22,50.00'L 27+17.50,48.00'L 28+23.93,48.00'L -r ?�5 -29+21.45,48.00 L- - m I 30+16.43,48.00'L \30+75.26,48.00 L r N 2749.96 FG/GB 2750.54 FG/GB \ 1 2751.16 FG/GB \ \ 2751.60 FG/GB 2752.03 FG/GB o 00 0 \ 2749.33 FS/GB 2749.31 FG/GB 2749.80 FS/GB I 2750.38 FS/GB I \ 2751.00 FS/GB I I 2751.44 FS/GB 2751.87 FS/GB ® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD 708. 00 27+17.50,50.00'L 28+23.93,50.00'L \ 29+21.45,50.00'L 1 \ 30+16.43,50.00'L 30+75.26,50.00'L °O 26+30.22,41.00'L 26+30.22,40.00'L 27+17.50,41.00'L 28+23.93,41.00'L \ 29+21.45,41.00'L I 30+16.43,41.00'L 30+75.26,41.00'L m p Coo 0 I � INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. w oN - d -- ° ° ---T ° _Q C d ° ° O ° d ° d ° M d J ° ° .l d d ° ° - °--I b - ° -0.5%14 d °deb 1 ° 0.5% a d -- ,-1----1 °� --° -- --- - 0.6%d--- , ------- ° r ° \ 1 I �� ° 1° d ° T -- 5 ° INSTALL TWIDE SIDEWALK PER ACHD SUPPLEMENTAL SD709. U z __ ° ° ° d ° / ° ° 4 ° r J / ° d �d ° d ° d ° ° �D.7 d ° d d W m O J a ° \ S T 0 % - -----2749 - -------- -`------- -------- - --_---------------- ------ ------- - - - --- - - - - ---- ----------- - -------- - ---- ------------------------- -------- --------------------- ----- ------ O c� _ o o 2749 _2749.78 FG/GB- 2747.42 FL/GB- 2750.36 FG/GB 2747.94 FL/GB 2750 2750.98 FG/GB 2748.49 FUGB _ 2751.42 FG/GB o 2748.97 FL/GB 2751.85 FG/GB I 2749.52 FL/GB ]� INSTALL 10'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. Z o 2748 27+17.50,40.00'L N 27+17.50,31.50'L 28+23.93,40.00'LI 28+23.93,31.50,L �„ 2749 29+21.45,40.00'L 29+21.45,31.50,L f° N�� 30+16.43,40.00,L .6 30+16.43,31.50'L- 30+75.26,40.00'L_ 30+75.26,31.50'L Z r 2747- - - - -0.6 - - - - - - - - - - - - - - -0�-5-- - - - - - `� - - - 0.6% - - - - - - - `� - - - - - - - %- - �- - - - `� - - -0,9%- - - - - 0.5% ® INSTALL CURB TERMINUS PER ISPWC SD-707. - _ MIJ - 2747 _ _EO____ 2747.42 FL/GB - - - - 2747.94 FL/GB -� 2748.49 FL/GB - - - - � E° - � � _- - - - - aq - - - - " 2748 \ _ ae 2749 aE a� o 2748.97 FL/GB2749.52 FUGB- INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC ' N - N - N 27+17.50,29.50,L N 28+23.93,29.50,L 275pM 29+21.45,29.50'L N E°- =-N -30+16.43,29.50'L roE _- - 30+75.26,29.50'L- SD 707,MODIFIED.SEE DETAIL ON DETAIL SHEET.�� EGE roE - 2749- EG EG - EG --EP-- EG --E EG EP-- EG EG Ep- EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG _ EG EGINSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD E�"�EPEP- - -- - -- -EP- --- ---EP-----EP- P- Ep---- EP ---- P---- - EP _ -- p---- _--_ 10P-_ FSUPPLEMENTAL SD-710B(6"THICK CONCRETE-SEE NOTEE). -EP EP -- EP EP EP- -- EP ----EP ---EP ---EP EP CEP _ -EP-----Ep- EP274_LO EP GB 2749.48 EP/GB . 2749.75 EP GB 2750.01 EP GB 2749.95 EG 2750.42 EP GB 2750.56 EP GB 2750.50 EG 2750.31 EP GB _ -2751.04 EP GB 2750.98 EG 2151.52 EP a,GBP 2'j R 0} 2748.97 EG/AP / / / / / / _ / / 2751.52 EG/GB INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD 6.66' L/ NI 26+30.22,20.04'L 26+70.59, 1781' L 27t 17.50, 18.41' L 27+17.50,21.41,L 27168.85, 18.11' L 28+25..93, 18.11' L 28+23.93,21.11'L 28+7717, 18.00' L 2912l.45, 17.96' L 29+21.45,20.96'L 29169.07, 18.13' L 30t 16.43, 1796' L 30+16.43,20.96,L 30t65.47, 1T 30+75.26,20.00'L 11 SUPPLEMENTAL SD-710C(6"THICK CONCRETE-SEE NOTE E). 2749.03 EP/AP ob`° 2751. 2751.75 EP/G INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE 2749.08 AC 2749.71 AC/GB , ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A , 26+30.22,17.03 L - - - - - - - 30+70 L �� 31+11.16,17. 26+71.53, 3.23' R o 0 0 0 0 o o _ - 0 2751. _ THE+�� - +�� R�--- +�-� - - +�-- - - �_ _'=+, 13 F STRIPED DECALS E. LAKE HAZELN _ _ _ _ _ _ _ _ � s,_ - M 30+710'L �, DECALS PER ACHD SUPPLEMENTAL SD-1132B. 2749.21 AC 2749.91 AC/GB \ \ 2750.20 AC/GB 2750.48 AC/GB 2750.92 AC/GB 2751.11 AC/GB 275Z30 AC/GB 275L55 AC/GB 2751.94 AC/GB 2751.87 EP REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET 26+30.22,8.50,L 27+16.57, 340' R 27+68.80, 363' R 28+22.37, 352' R 28+7728, 4.02' R 29t 19.36, 343' R - - _ 'c 31+11.16,12.11 14 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD 2749.33 AC/GB 29168.41, 4.00' R 30t 15.12, J. R 30+64.87, 4.39' R SUPPLEMENTAL SD-303 AND SD-806. 8 26+10.97, 2.83' R \ - _ \ 2752.17 AC/ 31+11.16, 4. 15 INSTALL 4'WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO PAVEMENT EDGE. \ V EP ----EP _ EP EP EP EP -EP-----EP-- ---EP- ■ 16 INSTALL 10'WIDE PATHWAY-SEE DETAIL ON DETAIL SHEET. -EP-----EP-- -EP - B ----EP-- --" INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SD-701A w EP EP- YSAL - - _ \ w EP -- R w ' --EP-__ 7 (COLLECTOR ROADWAY 8"HIGH CURB). �� 1) � o --EP ----EP---- EP ----EP E w � S T a ON RIGHT LA# w TURN w F-1 LU ��A(6 2 LU LU m v L �I*I N p o W ILL: J Q lRR \ \ _ u: O \ \ \ \ I I \ \ � O } \ E \\�Ec�\ \ � \ � -ro\ _ -_roE - /i/ \ r� � ea �� TOE - \ \\ \\� P/RR \ W I I \ 2-1 m / h W ¢ Z 2755.21 NG °-`�,°�_ �_ i l - - -T \ \ \� III Cn o z T\� 31+12.79, 165.96' L 2755\*oe \ \ ``T°E;\�l l -\ \ \ \ r° PIRR \ I I z \ \ � l / `TOE � \ � - �\\ � \_ \ \ III ^\ 71 _2cl 755.25 NG _ \ __ 2755.52 NG" � 31+30.51, 161,20' L - - - 3If 80.62, 150.18' L 2755.62 NG - _ 27-r - - - - _ _ 55 \ \ _ O f P - _?7�A� -C - - 31+92.48, 148.41' L 2755.76 NG T\` - = _ =-=To� P/\ / \ \ / - - I\ \ j o o _ 31 FG -r - - _- _ - _ o \ / I \ IZLUo o za M +pg 88 LU 1 /68= -`_ -`_ \� 31 t97.05=146.47' L 2752= - - = ��Toa \ ��- \ / I \ °� 'z cc E EP 275 5p>>' __ -r� - `-�- / _ _2755.89 NG -roc, l I \ ¢ O Z 4.68 _ -- -Toe _ / \� I o o w \31+p863 FD/68 °°=_ =°E_�� o__- �� 32+06.86, 14384' L -a \ \�� I/I % \I I \ I \ w " O 14g -,r- \ \ m I \I �\ I \ �= w EP o O P\ 1, TOE\ / '2755.42 NG \\ \ \ • qR I I \ z LL,m ' EP - \\ -- =� 32t 18.36, 140..36 L - \\r°E_ __ - - f -EG To°\2755.55 NG 2752 -TOE - �\ \ \ \ </\ \ \ \ I I I I \ \ \ \ ¢ z � EP J214J.14, 135.21' ' - _ =ToE_ �\ \� I I \ \ N - \ 5� - - - °P> \ �: roe \ �\ / I I I \ / cq 2 2 EP U. % - J soe -` ` ` T Ec \ T0� w \ \� \\ \ \ LU ~ O ' ? sift ,, \ -_ - -,, -T° ,,� - _;�_ �,_2755,40 NG \ w I 31+06 SQFCC` \Eat , =,\ �- 3286.58, 124.27' L w ' I ? 14, 1q y l = EP �- -_ -TOE '� - ,roB 2755.06 NG - LU 0•/�'` ` i- - - -TOE -___ - r \ °B Ec aB \ \\ \ I - I 5q.5 ;� \ fP ,, -TOES\\ �\ ° \\ �� 33+14.27, 116.54' L \ °<� �T \ 31 i 06 6 FCVI ``• O o - 2755 T I \ \ 14 13g.08 T -- EP �� \\\\ EP TOE,\\ Toe T \ ��° EO 2755,23 NG T- O �• -'- P �' \ T 33+24.69, 112.54' L = Q r0E�2�5q 7 V\�To / \ \ ,2755.46 NC_\ 2755.51 NG \\\\°°\ 2js5 \ • I I \ ■ U ' I \'' _ EP ' - -33 U F6'/6B �TOE \� 33+42.24, 105.52' L�� 33+ ,- ,I E +0g.7g 1 0 / b \\ \ 64 59 96 82' L \ I rnlll - fP [f"� �,,\g8.l y l ni� w \Ec °\ \\ 2754.93 FS/GB- \ I I N 2754 Q EPq C?754s8% f I \ \ _33+59.69,84.2T L ' I 33�Og F5/6B M \ Eo (BEGIN SIDEWALK)-.:,� 54 �\ INSTALL BORROW DITCH M11 _ g8.14'L \ - ` 1 I o w �`/r o % \ 2155.56 NG \ WITH CONTINUOUS SAND TRENCH ?7 EP o 2� pr I I 54 58 p I � �I I '�P S6 �s PER ACHD STORMWATER DESIGN BLOCK 2 III 33 C/�+8 % 33t84.48, 89.07' L \� ' +0� EP -\-\ ?75q. 2755.44 FG/GB GUIDELINES STD. DWG.DETAIL 05, 275g56F O5,8g45 t O 3 79FDj5B o \ Tp\ �\ - \ \ z 4g• aQ// 12 \ -34+10.27,64.88 L \� °o \ h 275L83 NG SEE DETAIL ON DETAIL SHEET. 33 5/DB ,fP I 3+ 9r, \�\ \\\ ��\ 2752.72 FG/GB I I 2752.97 FG/GB +p I I �� roa � � � w 30+75.26, 7718' L I 31+11.16,75.00 L -- 1 32+25.36,75.00'L 68p 8j48'� I o, �742 _ o/ M ` \ \ \\ \ w --------------- m -- '2il/ o �� \\ 2756.05 NG \ 2756.14 NG 2753-------- -- J 27 16 ? _\ __ ----------------- ------- --- --------------------- ------------ ------ -------- - -- 54.77 FG/GB~ - \. E - \_ \�� \� PIRR - PIRR\ - PIR-- z ASS q 6 Eo 34+31 74, 70 12' L- 34+79 22, 52 19 L _ 2752.53 FG/GB \ \ 2752.22 FG/GB 2752.82 FG/GB 2753.72 FG/GB I I j 33+49.72,76.45'L \9 �e E\\ \\\�� 2756.13 NG�\ �; \ T� - /�/� 2752.47 FG/GB fP % 6. C \ r W c) LU I I 2754.83 FS/GB ?2 EP 8S �'' \ \2755.66 FS/GB 34+84.92, 50.00' L \\� ' �\� 30+75.26,75.00,L 31+11.16,50.00,L 31+82.62,75.00'L 32+94.04,75.00'L \ O 5S, ,� \� r 32+25.36,50.00'L 3 / / Q o o o \ o m I I 33+55.94,75.00'L 2753 -I - 34,c ?FSj �, �� 34+49.31,48.00'L 2756.11 FS/GB �� y o 2751.99 FS/GB \ - - -2752.28 FS/GB _ a� 2753.18 FS/GB fi FP 06 �e \ \ \\ °` w N 2752.18 FS/GB" - - N 2752.43 FS/GB N I BEGIN SIDEWALK aE r4 EP o' \ �\ 34+90.13,48.00'L �\ �/� ( ) I I oIII 2755.30 FG/GB Sq ` \ �\ \\ �\ \ \\\� ®2755.84 NG -- Ca - 30+75.26,48.00,L 31+82.62,48.00'L -- - - -- \ 32+94.04,48.00'L I r N+I � 68T o/ r Eo\ \ �9E, 31+11.16,48.00'L \ 32+25.36,48.00'L I 2754.81 FG/GB I 34+05.77,53.75'L FP ;� \ r \ \�2755.99 FS/GB o 35+30.01, 31.23' L \ �- z 2752.03 FG/GB I 2752.32 FG/GB \ 2753.22 FG/GB /O 16 EP \ \ _\ of 2751.87 FS/GB 2752.16 FS/GB \ 2752.31 FS/GB 2753.06 FS/GB 33+55.56,74.07'L y Q o 2752.06 FS/GB 2755.22 FG/GB o� M' \ 34+90.13,41.00 L 2756.07 NG ,2755.72 NG 1 I o 0 30+75.26,50.00'LCD 31+82.62,50.00'L \ / 32+94.04,50.00'L I h M' 2�S \ ° 30+75.26,41.00 L 31+11.16,41.00'L 31+82.62,41.00'L \ 32+25.36,41.00'L 32+94.04,41.00'L I I I I 34+05.77,50.00'L ��'�% �' os%- P l \6 \ E �\ 35+05.74, 42.01' L 35+37.51, 26.46' L III ° Cz ° ° d ° ° ° d ° ° ° ° d ° d ° ° d ° �\ 1 2 �\'� r \ - W 2752.04 FG/GB d \ 2752.29 FG/GB ° \ \2754.03 FL/GB 2756.00 NG 2752.14 FG/GB a d ° 2753.04 FG/I � 1 I° 1 I ° 2755.04 FG/GB ° aE ° a d ° \ N 0.7% 0 5% ° S 0.1% s y r` 0.4% d ° 1.1% I d ° 1.8% a 1.1�� s 34+99.13,30.50'L�\ 35+38.87, 23.45' L -- Q d ° ° 31+11.16,40.00'L ° ° 32+25.36,40.00'L �- d d 1.0% \\\ - \\ I = d ° 31+82.62,40.00'L T s ° ° - 32+94.04,40.00'L I ° ' 34+05.77,40.00'L s �� ------------- -------------- --------------- ------------- ---------------------- ------------- -------------------- ------------ - ---------------------- T ------------------- INSTA ------- - - Eo 2 \ INSTALL @ \ 756 29 EP EG GB --2752-- \ -ICI- �--- �I � o I �\� \ � \ � �,°B � w -2751.85 FG/GB 2749.52 FL/GB 2749.69 FL/GB 2749.79 FUGB o 2751.79 EG o 2749.94 FL/GB 2750.69 FUGB el 2754-2752.69 FL/GB 2755.18 FS/GB 2755 �� - -2756- - \\ / \ a W Y \ 2753.80 FUGB- of 35+46.59, 24.20' L-- - _ - \ w Q -30+75.26,40.00'L 30+75.26,31.50'L 31+11.16,31.50'L 2751 31+82.62,31.50'L `� 31+82.62,20.00'L ,, 32+25.36,31.50'L \ 32+94.04,31.50'L ^' I I I 2752 0\ 2753 34+05.77,31.50'L N 34+05.77,48.00'L�2754-34+76.13,31.50'L N a �� \` \ \\ \ \ I J _0.9%- - - - - 0.5% `� - - - - -0.1% 2750= - - _ - - .4%- - `� - - - -1.1 - - - - - I -I 1.8%- - - - - - - \ - - - -1.6� - - - - 23 6% o 24. % '-\Zjs \ �\ -2756.29 EP/EG - ✓ - - - - - - - - - - - - - - - _ Ste. %� 2749.52 FL/GB - - - - - - - - 2750- - - - - - - - - - - - - - - - - - - - °e f 35+46.35,23.95 _ 2749.69 FUGB 2749.79 FUGB a 2752.00 EP/GB 2749.94 FL/GB 2750.69 FL/GB 2752.69 EG 2752 \ 2752.69 FL/GB 2754-2753.80 FUGB 15 M ,2756.52 EP -- (END CONST.)= r 2754.69 EG - TOE _- -30+75.26,29.50'L 31+11.16,29.50'L 2751 31+82.62,29.50,L-T __ r 32+25.36,29.50'L r 32+94.04,29.50'L-r 34+05.77,29.50,L-r 34+76.13,29.50'L -_-T - o = - W T - 32+25.36,17.00,L., -N I- r°t --- "' °E _----r __�_�' 32+94.04,20.00'L --T -rOE ---- - _ �N -34+05.77,20.00'L- T°E - _ - � 35+39.71,17.00'L- • (MATCH EXIST.)�� EG EG EG EG EG EG EG EG EG EG EG -EG - - -EGA` EG TOL EG cr. EG - -EG - - EG EG E cr. 2755 EG EG`� 2756 -EG- "G ` -----EP 7 - EP---.r--EPa---a--EP,-----EP- -EP 1 1.0% 0.5% 0.1% 2751.82 EP 0.4% - - - -1.1% 2752.42 EP 2753.04 EP 2753.18 EP 1.8% \2753.84 EP - - -2754.01 EP. - - - - 1.6% ° - o /cnuTloN SIGN - - EP---- EP-- €PP-Fe o P- EP EP P_ EP-_ .� tr --- - Ev Toe 'EP O�_ ��roe - ._ - e� - - - 2755.52 EP- 1.6r� 0.6% 2756.47 EP -D 2756.57 AC _ tP ' „EP �� EP tP_ €I- EP EP �-€P�� EP E .P - �J P 2�57 DELINEATORS ---EP----- ---EPA ---eP-T- 3�� i � 4 os 2756.01EP roe _ -roe 32 v 52 EP/GB m 2751.52 EG/GB n -- - - -EP-- �o _E ___2751.94 EG_ ��-2_7152.62 g 275329 EP GB 2754.10 EP GB-- -- -----'°" ao e 35+46.35,17.00 L / p T snwcuT 2751.69 EG/GB N SAWCUT T UT "' --- ----EP____ cv 1� 2754.75 EP/GB 2756.08 EP cl; 2756.46 EP GB °; M 5.47, 17 14' L 30+75.26,20.00'L / 32+25.36,20.00'L - `" �� 7 / N� / N ---EP-- EP / EP- �M o (END CONST.)" I -EP 33+17.99, 10.16' L -33+64.16, 10.28' L EP EP W 2751.58 EP 2751.75 EP/GB 31+11.16,20.00'L 275L91 EP/GB_ -2751.95 AC 2752.14 AC AC 34+05.77,17.00'L- EP --- 2755.76 AC 35+05.56, 11.22' L N (MATCH EXIST.) 275706 AC/GB p SAWCUT SAWCUT SAWCU SAWCUT SAWCUT CUT SAWCUT CUT SAW T SAW U - -2751.80 EP/GB- 31+62 43, 15.15' L N 32+25.36,12.10'L 275210 EP GB 2752,89 EP GB 2753.28 AC �2753.35 AC o 2754.02 AC 2754.16 AC 2754.97 AC 2754.92 EP GB 2755.68 EP GB o / 2756.72 AC/GB 30+75.26,17.00'L f�-. T a 2756.24 EG/GB o 2756.74 EP GB / 31+11.16,17.00'L �� } / / / } / / � o 35t76.15, 12.54' L °� �} 14 r 2752.22 AC �� } �r - �f �f �f1 M a 2751.68 AC o� 31+11.73, 16.48' L 2752.18 AC/GB tl g 3226.31, 14.15' L 32+94.04, 11.34' L o °' / Ni L g/ N 34+06.09, 10.40' L 34+54.74, 11.13' L �aO 35+ )4.44,20.00'L o N 35t31.14, 11.90' L 35+46.35,13.16'L o +}-- -- -- -- - - -+�32+25.36,8.10'L - --�-- -- - =-+�-- -- -�- -- -- ---+}-- -- -- -- - - -- - - - -- -- 30+75.26,12.10'L r _ co _ _ _2752.22 AC _ _ _ _ _ _ - - - - - - - - - - - - - - - - \ M - �, 31 t61.89, J. R _ _ -;- - - 14 ` - - - - - -�M- \14 - - - 2756.81 AC (END NST.) + - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - 2756.30 EP GB \ CO o 275L90 EP/GB 2752.53 EP/GB \ E.LAKE HAZEL RD.. 2754.45 AC/GB 275519 AC/GB 2756.00 AC/GB \ 2756.73 EP/GB \ (MATCH EXIST.) 4 AC/GB 2751.87 EP 2751.85 AC 2752.98 AC \ 2753.64 AC/GB 35+04.44,17.00 L 2757 J8 AC/GB 31+11.16,12.10'L' - - - 31+82.62,17.00,L 31t82.62, 15.13' L 32t64.03, 12.88' L \ s� 33+63.68, 1.78' R �� 34+05.77, L46' R 34+53.80, 0.94' R 6\ 2756.51 AC 35+36.84, 1268' L \ 2756.86 AC PROJECT NO. 20-0610-LH1 87, 4.39' R ' - 2752- - - - - - - - - - 2752.31 AC/GB 32+94.04,8.10'L \ \33+1789, 2.11' R \ 275396 EP/GB -_-Ep---=SS EP- -- EP-- --EP -- EP _ 2756.83 AC 35+46.35,8.10'L 35+76.23, 0.22' R 2752.17AC/GB - -2751.94AC 2752,17AC/GB- \ 35+04.44,8.10'L - --EP ---EP- -EP- --EP-----EP_-- ' 2752- - 275 2756.84 AC � (END CONST.)- - -2757- DWG FILE C.201 31 t 11.16, 4.03' R 31+82.62, 12.10'L 31 t8J..26, 3.64' R - \ 32t65,95, 2.36' R 33t5508, 10.32' L -/ EP-----EP-----Ep-----EP-- - � -- E �_ 2756.72AC/GB (MATCH EXIST.) P \ - - - EP EP El EP - ----EP ----EP- _____E _ -E` 2757.09ACGB � � � DESIGNED BY BT EP - --- EP- 2752.44 AC/GB p-- 35+04.44, 0.62' R � 7 F - EP - 3225.36, 2.94' R 35t45.85, 0.42' R DRAWN BY JTA w _ - - - CHECKED BY BT EP LU CC/D ' ISSUE DATE 08/04/20 w > HORIZ.SCALE AS SHOWN z QVERT.SCALE AS SHOWN U ' .201 SHEET 3 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.200(Street and Storm Drain Plan).dwg \ \ \ \ 32+23.90 \ \ 63.00' 63.00' 63.00' II I 12+49.65 12+49.65 \ \ \ 2755.0E RC\ 33.00' �z> s \ \ /\ STREET AND STORM DRAIN PLAN \ \ I \ 32+05.90 \ ss 33.00, \ \ FUTURE LAVENDER 33.00' - - - - - \ \ \ \ HEIGHTS SUBDIVISION SCALE: 1 - 50 0 HORIZONTAL \ 5 32 00 rj \ 5 5 \ \ 13 00 75 50 25 0 50 100 W 13+00 MATCHLINE - SEE SHEET C.203 \ \ 10 5 \ 5 MATCHLINE - SEE SHEET C.203 _a • CIVIL INNGVATIGNS \ \ -'o N > I 18 \ \ Lj r 2756.07 RC \ \ 2754.35 RC 2754.35 RC \ 2750 NORTH HORIZONTAL SCALE IN FEET f g FUTURE E.MAINACHT ST. o f \ o a a \ \ LU - - - +1 - - - o - \ +\ - T+� - - �-\ N + W 2756.26 RC 11+89.65 11+89.65 \ �_ a f �N M I I ) "' \ "' cov \ _ - - 31+55.90 \ \ a \ z \ \ `\ cc N - 1 - \ H \ 2756.64 RC/EVC a \\ _ _ w I \ Ld \ c - - - BLOCK 7 -- -- z \ \ � - - - CONSTRUCTION KEY NOTES 1 \ H 9 11+04.50 r -= - - I 2757.13 RC/EVC \ \ 1i 2755.9E RC \ \ m 19 \ 6 \ r 0° 4 \ vi \ 1 INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD 712A,AND TACTILE 11 I 31+19.40 2757.26 RC \ \ 2 11+29.65 \ \ Cr \ WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. n 2757.41 RC s _Z_- 31+13.90 2757.04 RC/PT/GB\ _ , R \ \ - _ w 1 2756.64 RC/EVC \ I - \ INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, - - - W --rt-- I 31+05.90 m o m o-m r� 10+87.73 2 \ \ d J to LO 67 LO Co r m oo v Lo 'y \ 11+04.50\ \ \ AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. r } } x _ Co 0 - _2757.47 RC/PC/GB o _ C3 M d cq e� e� r m \ INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL Z r r \ FUTURE LAVENDER m + 00 + d + d °°W N a s I- ca Ln _ - ' - - 2757.73 RC/HP v 31+00 oe N c� + ea x co 0 10+62.81 2757.04 RC/PT/GB 12+0 � SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. w °O 12+00 CIO = o n CD o C� + m + � m W Lo \ - - \ HEIGHTS SUBDIVISION \ - ^ m r x r ca - _ } } I/. O o i_- ' I 30+69.78 r. �, u, r m o c� °O 10+87.73 \ c� c� , \ FUTURE LAVENDER 1� �"? L` ea In t1 + C + 7 2757.64 RC 2757.16 RC BLOCK 8 \ \ / ® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. T N 00 1 2 57.70 RC/BVC N N ^ LO r. � N ua T oo \ \ - _ 6 1 1 HEIGHTS SUBDIVISION N Li N ^ 8 L�+ " T `lea, T- 10+46.50 10+81.58 �3� FUTURE LAVENDER / > C'", ao \ \ \ 12 13 12 ( 30+59.40 - N N\ N N N L 2757.65 RC/BVC 11+00 2757.47 RC/PC/GB HEIGHTS SUBDIVISION \ i / INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. op p o N 10+44.50' \ 10+62.81 \ \ Y \ 11+38.5 RC 2760.05 RC 2757.68 RC --+-- BCR=20' Jr \ ) �� 6 INSTALL 7'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. EE Q cwi) _ _ 2757.81 RC/PT/GB- 2757.64 RC \ 1 / \ \\\ END CONST. END L - ---__� _ + + 0 2 10+36.50 10+46.50 \ - - ) o ''' �I 11+38.00,16.50'R I 30+55.90 END CONST. BLOCK 9 _ f \ 275�67F 2757.65 RC/BVC \ °° _II 2757.43 RC O z \ PIRR PIRR PIRR PIRR 63.00' 21 30+05.90 s 27577..25 FL o 'S"- 0.6% \ 5$34 2p�7 C o v 2 \ \ - m 2759.50 RC I ?� BCR, 4 F( 10+44.50 m \ � I / \] INSTALL 10 WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. w O � 7 11+08.00 o 1.8�0 1 R�/P 2757.77 RC/PT/GB \ \ o \ \ s 5FUI . 33.00' 2757.33 RC/PC/GB + /0 2+3 . p \ _ IINSTALL CURB TERMINUS PER ISPWC SD-707.\ FUTURE LAVENDER I \ P I° . ° 2759.15 FL 2758.41 RC/GB I 29+86.40 � �0+36.50 4 - -11+03.59 5 10+48.50 1.1% / M o i 275?55 � cico / INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC HEIGHTS SUBDIVISION r 2757.07 RC/PT/GB 4 c y o, ti / 1 7575g \ o co \ M `� z V SD-707,MODIFIED.SEE DETAIL ON DETAIL SHEET. � 29+34.40 / / � �ti / rn i FL �/: cnM a; � � _ � r BCR=20' o d ; ae y \ c� o o / o2758.69 FL r 11+00 2758.40 RC 2756.84 FL 0+00 � 758 o ' 2 0 INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD 2756.44 RC \ BUCK `1 URE \ 11 1,; 24 2756.8E FL\\P \ N o m ap- -l-~ l l 2AC/Sg ^p `20 1 /� \ N o z ao \ 1 SUPPLEMENTAL SD 710B 6 THICK CONCRETE SEE NOTE E- +�IPOOL 'S 10+78.59 10+46.50 / ^ ri, � v 275� �\ / $ \ S N N a= INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD 14+72.57,16.50 L \ 1 �I 2758.41 RC/GB a 2758.35 RC/PT/GB 22 �+ N L"- d �' \ 95 \ + 4, \ o`_ SITE � + Lnrn,a0 4 ^^ /� v AC/GB 11SUPPLEMENTAL SD-71 OC(6"THICK CONCRETE-SEE NOTE E). BEGIN CONST. 10+48.50 W N o,\ N N c� co o c� 0a87 ro+00 O10+36.50 2756.94 LIP/ o ^ ct� et m AC/ / Dl4 T. \ 2758.27 RC/PT/GB\ v 2758.14 FL v 'n ti eh Ln 06 e n y CO \ 4 GB ��l� \ A e INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE 2756.44 RC w I Q oe N 29+18.84,20.94'L L.I N 'R o y + O ^^ + !t Z �+ y �_ MW 12 \ 2757.18 FL S 10+36.50 rA 2758.17 FL C'J r cq ^ c0 N o , o Cs E 1 ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A \ 1 \ �+ cD 2756.8E FL ,n +N o �o '� ,� y o dC ��, �t .. s . �C 2 \ // 14+72.57,16.50'R C, y o0 0, a , o a �T _ \ j 16+24.80,. , ° \ vs 2758.47 RC/HP 1� + 2756.83 FL -� co Ca ~\ _ E sr o _ --- \ INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE 2 7 ° 2757.92 FL �- ao N r o /� o BEGIN CONST. m li v LL 1 N„ N o y a ao o v u, v S 48 \ \ 13 2756.69 RC 5 \ 2757.11 FL• \ 2757.87 FL r n T 5 2757.0E RC/PC/GB oo rn p ^ + °°o y �D o G 4 + \ FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS N / 17+53.11,22.36'L �, �, ao 0 2756.77 FL a N ^ + ^ ,i �, �► co u� S \ - - - - 15+10.25 \ 16+14.80 BCR=20 2 r/ o BCR=20' 23 19+57.25 + „ m o 2 N T N y o ti o N o B 4 ® / DECALS PER ACHD SUPPLEMENTAL SD-1132B. BCR=20' N 26.90 �e v c0 y + $ v 12 J °. 2758.40 RC/PC/BVC 1. 2 1- N r- N REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET i , 2757.91 RC/PC/GB / ao� l 2757.12 RC/GB ^ N1521 / 3 y N y to ' 14 w °I/ T �° 2 0 N z r� + 275j59 ^ ++ N o o GC \o j MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD 16+94.25 \ �o\d 17+67.25 19+45.25 ° o• ^ o BB/pC/GB 4 N " b- 4j' 3 v FUTURE 'L b SUPPLEMENTAL SD-303 AND SD-806. \ I 2757.72 FL A� 0.5% oil 4 2756.75 FL N ?75 r6+63.9 m o / / ^ + ao o h \ �-HIDCOT d1 f o f\ 4 O O \ l:sy 3 � M 5� N N �► o c� EST FUTURE o1 c c o 0 0 2757.91 FLU i E. PHENOMENAL ST. o -- '1.7% -J29+00 29+22.90 RB/p n, +' BLOCK 6 v^, N z o�o ww �0 / 15 INSTALL 4'WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO PAVEMENT EDGE. -+I - -+ -- - - 4 T/GB o� m v o 0 0 16+43.45 Z +0 E.PHENOMENAL ST. 13 M M 9 - + -' - + - -+ - k - N I _ o \+00 f °r° \ \ 1.4% ?7S7.- IJ.40 ^ a /o To m v 6 N " o �^, o / / I �I CO "' ��27�6.76 FL _ 2756.98 FL LO \ INSTALL 1 G WIDE PATHWAY-SEE DETAIL ON DETAIL SHEET. T o T O Re O 7 y 16 1'DEEP SWALE(MIN.) 06, o \ \ + - o +90.44 , a m h m o,_ �I 1 / °\° Y757.1Y RC/GB I r o 11 0. °� _ o � e d ti z 8 0 I � \ INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SD-701A TO TEMPORARY V ,+� PIRR N + o o dC a � W v o 17 12 r T _\ y N 9 4 z COLLECTOR ROADWAY 8"HIGH CURB. A 19+45.25 aQ/ ^ „ ,• v, DRAINAGE POND rc 2 ' _ �___ o N n + = W m 4 \ o o a QN L 2756.87 RC/GB 1 I 2757.55 RC/GB ca m m _ - m y c�, WQ i m o oe \ \ e� x 2757.10 RC en 00 N/' y /. „ u`�N Q Q " a c� wW 15+38.15 1 ae 1 16+40.15 a M o 00 �� 5 - o ---19+47.25 ti IL U. pIRR N Lc) _ ^ TEMPORARY DRAINAGE I co Mao �y - r• ao_=2757.00 RC PC GB esD o "' o v m R \o �d + �o + o '�+ I �6+00 a ch \ m �,, a Vh N M o m \ o 0o POND.SEE DETAILS ON 2757.12 VC/PT/GB -- -- BCR=28 2757.73 VC/PT/GB 1. co m Ln c� - ao ,A ,� / / a a, o Q,o Ln 4 ri N y +, ar �e rn / \ I 4 15+43.15 us + + /d Ln ea us + � m cD r. N ea v ea ^ A�( P FUTURE LAVENDER DETAIL SHEET. \ 2757.14 FL 2757.30 FL 0° �� _ r- coo:W 919+57.25 ch \ - o° \ EY�� \N ^ 3 T •, � 16+35.15 � ce 1� ,� _ /� 'x � /%1. CO ID + le+ +1: � 4 ,� , N I BCR=28' 2757.14 FL \N T N r m ii�m N r.� N r / BCR=20' ao ^ o'n + a "o v /o co \ _p,RR y N / HEIGHTS SUBDIVISION I STREET AND STORM DRAIN DATA BTTM=2751.50 I 2757.19 LIP/PC/GB - 2757.35 FUHP \ i00 "'ji°° Lam ' v `� `� N T N d �' /` �' - \ ae \ roE \N N o N /9 y ^p� ^ H O \N PIRR `'�0g' 'mow I /o N i OC Ln 2756.66 FL n "' a o y o r1' y o w� TOB=2754.50 15+99.22 16+15.03,23.91'R I -2758 / 2 \omo +- T" C I� 2756.62 FL 1 ,� + �; N„ ^ SEEPAGE BED NO. 1 s / + o o ao PIRR SB 3 / \ 2757.21 FL / r ~bo r. ti�' ii + N ^ /� + H "' ,� + C, \ �° 2756.71 RC/PT/GB =- _2757.71 VC/GB I / 2 N r s Not ^ + o ca SG '" � O F � 2757.18 FL (� �, N r N ao - c-�- _ o N T N 3\ f O ss� 15+11,95 - \\ �� 28+61.40 _ 3 p \/,o DI 1A DI 1B MIN P• �� 2757.24 LIP/PC/GB _ _ r 00 -- c� N o R D PIRR gLO1 40.00' 15+98.68 / 2756.54 RC/PT/GB 2a "- G� + N ao v /3 / CLSTA.10+79.00,18.00'LT,S.BLOOMERANG AVE. CLSTA.10+79.00,36.00'RT,S.BLOOMERANG AVE. FUTURE LAVENDER \ l \ - \_ d o o' 4 y + DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental I\ o N �, ca __E° BLOCK 5 ^ rn v 4 w FP^ \ HEIGHTS SUBDIVISION I 3 5 36.00' 2757.71 VC/GB\ \- \ - -, - - - I 28+28.64 _ - - y ^ o ^ --- 5 N y '�o W o E° -E �e + -E° ^ + y \ � P,RR Drawing SD-601,TYPE I DrawingSD-601,TYPE I o I 15+89.95 \ BLOCK 4 2> ,� �, /,; ,�, ,� c, �„ N /d<, o\ \ s8 N y _ + Lq y + 8 P _ \ +/ TOP OF CURB=2746.77 TOP OF CURB=2746.41 LL LU 16 EP 2 2 3 \ 4 5 6 W 2756.2E RC N y d ^ V f 6 N M a m NFU 12"INV OUT(E)=2743.27 12"INV OUT(W)=2742.91 o J _ 27+72.91 Y ° N `�' /ei +. 10 7 H '� ei w�' TUREAICEy ° PAR \ J a o r\ �� INSTALL 19.1E LF 12"PVC(SDR-35)@ 2.61%TO SDMH 1 INSTALL 27.1E LF 12"PVC(SDR-35)@ 0.52%TO SDMH 1 w w 2758.22 LIP/EVC w � l � "' `D � _^ + � PIRR = � , O \ Mw /. N s am �� N� a �r \ i oz 15+00 c / 7 N H N �' \ M b m _\ O PIRR Q(25)=0.42 cfs Q(25)=1.16 cfs ~ cc o } aw, o 14+44.00 °"°Rf � \ \ 7 \ y o Q Ww z a m E0. O ° / \ EMA�"S 1 •r ^ `� � � �Ln / o \ I � - Q(ioal=0.59 cfs Q(ioal=1.62 cfs o \o o t 2758.22 LIP/EVC \ \ o / N y so r� �n �+ ca /� + 4 o INSTALL TEMPORARY PIRR - � z > o, \ p,RR 1 \ I \ I V \O / �_ ^ N \ � / �' � � � zQ0 EP o �14+44.00 \ o N teq + c,�' C.M "N PAVED TURN-AROUND, w z z ` 1 \ o�,v c� SEE SHEET C.303 RR z '-2 754 J \ \ I /d in `� �' \ / /�w SOMH 1 SG 1 LU P�� _ I se o FOR DETAILS e°. / O o EP w RR \ PIRR PIRR y + N^ O N N N y rn c�_ / I CLSTA.10+79.00,5.00,RT,S.BLOOMERANG AVE. 1000 GALLON SAND AND GREASE TRAP o = c� INSTALL 10'WIDE _ --- -- - \ .^,� \ o /� + o I z U) ASPHALT PATH O o I I \ \ \ i \ 1 // N`�' ,� m \ �� F dA�E�y x N W� - \ / / \ MANHOLE,ACHD SUPPLEMENTAL DWG.SD-611 (TRAFFIC RATED)WITH 20"BAFFLE SPACING. 0 0 0 o z \ -- o 3 + \ / ^ + o \ o \SD�E 1 - - - / RIM=2746.57 (SEE DETAIL ON DETAIL SHEET) 6 o- U- �„ o (SEE SHEET C.303 - -2757 \ \ I N�^, o •^, sT, / 1 - 2758.25 LIP/HP o - M I / / \ J/ / (MATCH FINISHED GRADE) RIM=2746.64(N),2746.6E(S) w CL / \ 4/ W ~�F _ // FUTURE LAVENDER V z FOR DETAILS) \ - -� \ \ \ �cRerE R / w M \ �o o L- - m 12"INV IN W/E =2742.77 MATCH FINISHED GRADE } o� Lu °C °D �14+34.40, I \ EMaiA� l r ^ + v o o \ca \ o I ( )- ( ) z c� \ 2758.25 LIP/HP r, o Lv c� 1 �+ / �� HEIGHTS SUBDIVISION \ _ _ a 2f co 54 \ N H rn I _ 12"INV OUT S -2742.77 12"INV IN N -2742.70 ¢ z PROPOSED BRIDGE, \ \ I BLOCK I I N e y Ln_ N ~ DI2 -2758 ( ) ( ) ,� o 0 \ \\ 6 \ 14+34.40 1 7 ^o o v S A Q ° INLET BAFFLE=2742.10 O co c� \ \\ / I '� + N`� y "� /o a: B2 "`� INSTALL 13.02 LF 12"PVC @ 0.54/°TO SG 1 = z SEE SHEET C.206 FOR 2 \ = \ � \� I OUTLET BAFFLE=2742.60 vS w S.BLOOMERANG AVE. \ • L I / \ N N - - N N ^cow y^'- Jr \ o I� 18"INV OUT(E)=2741.75 z °O � cc BRIDGE CROSSING \\\ 14+00 1 \� 2756.10 LIP/EVC/BVC �55 I - / \ - - -10 \ \N N ^ + �",�'�, \ D126 / G X\ m i I INSTALL 56.1 LF 18"ADS N-12 HP @ 0.00%TO SB 1 ¢ z DETAIL PLAN 2756.10 LIP/EVC/BVC - \ 13+54.00 2 a / \ \ 13+54.00 \ `16 E° T\ a / Il 11 N i z o 2 �� \ O - � J � N Q y �'/ QC �� 0 1 W ? S ° 2755.73 VC/PT/GB �SO 6 0SB 1 x 15.0'W x 6.0'D SEEPAGE BED ~ z 2 � Y' I •�� \ I \'�I r - - - �\ 14 � N`� �N/ o �� \\N�, � r2 �,\ TUREE 2754.60 VC/PC/GB ,Z13+38.11,18.00'R- \ y \�\ LE g ''>-� ST 13+09.05 1 -°3-/ + \�\ ooN N o FUT \ 0 1 \ 2754.91 VC/PC/GB \ ✓ / I 15 / \ SEE DETAIL ON DETAIL SHEET 2754.09 VC I I �_- �� \ \ / / N /.• co o AGE N / 12 \ \� 13+19.23,19.08'R �� __ `� /� 9 \ /z ��276\ w v c� „ RE SEEP BED N 12+89.05,38.00'L III I \� °�� a I (- - N \ III w -1 \ 2754.4E VC/PC/GB \� 2752\\2\ _\_ \ �` l I - _= / \\ \\\ ^. Co �; _ ° / \ STREET AND STORM DRAIN DATATIME (END CONST.) �2�5 w _ �\ _ �' pf I ii 1 \_ _ 1\\ / / \\\\ \ ^ co, z O 2753.80 AC/GB / I I 5 �13+06.78,20.50'R s�\\\\ 22 - _ - s �� -__ \ / / \ <r o I °` \° - 55 �\°� -r°E--\ 7�� -- _1 / \ \ \ \\ ��^, + o ,v' o � \ SEEPAGE BED N0. 2 3 2753.52 LIP/PT/GB ° --- 12+80.53,38.00,L END CONST. I 12+87.05,40.37'R ( ) �00 2753.98 VC _ _2753.66 AC/GB ° E�� ` \ \3 \ _ \ //� / \ _ _ - \\ \ m I I CLSTA.24+22.55,16.50'RT,E.VALENSOLE ST. CLSTA.24+22.55,16.50'LT,E.VALENSOLE ST. t 2753.31 FL 12+89.05,48.73'R - 2753 °E ,_ �\\ �\ `\ \ w �/i -- �_ / DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental '�� ;i / BLOCK 4 I 1 )\ \ PP PP 12+72.55,38.00,L 750 \ 2753.47 FL 2753.69 AC/GB e ° eP _ - _° ,\ _�° _ \ \ I Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV 0.4 0.5% g g O P/RR ✓ 17 //11 I I FUTURE LAVENDER - (END CONST.) 1.8% __ ____ 1. % 13 (12+81.12,48.73'R �� p DO��Ep \ � - >C • TOP OF CURB=2754.78 TOP OF CURB=2754.78 13 - \ I \ HEIGHTS SUBDIVISION I 12"INV OUT(S)=2751.53 12"INV IN(N)=2751.28 2753.50 AC/GB 2753.53 AC/GB e\ \ i \`° �� \\ ✓ / I I 12"INV OUT(S)=2751.28 y 1.8 m m 1.6°k \ o o \ \ �� \ro� ` P _- \\J I �� i INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85%TO DI 2B 12+64.58,38.00,L m l m m \ 12+72.55.48.73'R \ \ l- � ��\ - - -� �J/> s� Il 155 ° ��°� �� - -� 2 Q(25 0.90 cfs INSTALL 3.55 LF 12"PVC(SDR-35)@ 0.56%TO SG 2 (END CONST.) y9 v � N 1.8% 2753.31 AC/GB \ \\ E°---- �\�\ /- __ _ - // \ I I/ \ )_ I W c' \ 1\ -Ec ��I�w�� tEk � c� - RR \ / ( )_ _ 2753.79 VC I d N \12+63.47,48.73'R I _ oe _ _ _ - - Q(ioo =1.25 cfs Q 25 1.55 cfs _ O - Q(�oo�=2.1E cfs Q s N 2752.95 FL \ \o � �� - / I a o o c �2753.62 VC \ - \ -- EP o O O - ��E° e�� c�� \ J 12+56.05,38.00'L =2749 I m o a o 1 I �\\ PR I Q \ - II N �Q UNPLATTED I M 12+56.05,48.73 R ;� vim\ \ �\ \ z (END CONST.) \ ri ti 1+ I o \\ 2752.7E VC/PC/GB I N) N BCR=20' 2752.87 FL/GB \ \. \ E \ �� P/RR I SG 2 SB 2 m I O o mac;, _ I I 1500 GALLON SAND AND GREASE TRAP 173.0'L x 15.0'W x 6.00 SEEPAGE BED = Q 2753.48 VC/GB - 1 N T N T ��r \ 1 \ � = _ �� \ II (TRAFFIC RATED WITH 20"BAFFLE SPACING. SEE DETAIL ON DETAIL SHEET Q 12+36.05,18.00 L 1 I - - - - - - ° z_ � _ p p 12+51.95,35.33'R� �' - = I R ) \ _ SEE DETAIL ON DETAIL SHEET 12+49.78,23.45,LEIIIIII - � I - -� 2752.44 VC PC GB \ - E°'== \' _�- 2�5 - 5 11f ( ) y - / / I I o - \= __ - _ RMATCH FINISHED GRADE 88 E O 1 +QO m \ \ I \ �\E \\\\ \ _ ros_� PIRR 27 5 ( ), O 2i (END CONST.) MATCHLINE - SEE \ llI °O _� °\ - - - 12"INV IN(N)=2751.2E z C„ \ -12+33.78 28.86'R \ _ �i ( ) Q_ SHEET C.200 12750.57 VC/EVC/BVC ° / FUTURE LAVENDERim V y 11+99.23,32.81'R 1\ I - --- - V / 9 o O Cep � � �2 RR INLET BAFFLE=2750.6E p w s/ HEIGHTS SUBDIVISION / �Q \� �Sg - l_ \\\�� \ OUTLET BAFFLE=2751.16 z ill _ w 5 _ _ � 2750.88 VC/EVC/BVC I W 2749.42 VC/PT/GB \ \ I - -_ L - �I- -- II �" °o� ° o �\� 2�5�\ `\\��\ R \ / 18"INV OUT(W)=2747.05 F- CD 11+99.00 I \ --c .m ii �m - - _ \ \ �EPo \ 27\ = _ a\- - \_ Cz w o. 11+80.86,34.91'R' \ I - . \ \ I o O €3 3,'� � 41� _ - _ _ _ '°° I INSTALL 5.0 LF 18"ADS N 12 HP @ 0.00%TO SB 2 w III I 2748.52 VC/PC/GB >so\ -- EP \ g °E - � c~i� ---- nn o \ I I I az. 1 \ \ 11+61.76,36.00'R I I --- -- \ ®� 11 I I \ \ O o EP \ �\_��\� ��=°_ _ i \ W 17 STREET AND STORM DRAIN DATA 2746.77 VC/LP/BVC I/I I I - = I 2746.41 VC/LP/BVC \ \ \ I \ -----------_ / - - --- - �, I \ I �`` EP _ \_- - SEEPAGE BED NO. 3 Lu 10+79.00 II 11�+00 0� 1 ,: 10+79.00,36.00'R I V v v \ v I ��0 0 0 o CAP �� E �� w a m I I \ \ I \ BLOCK 2 m ° \E°\ DI 3 SG 3 LEI ' \, '\�' CLSTA.13+70.4410.00'RT,ALLEY 1000 GALLON SAND AND GREASE TRAP MW - -- --�-\�-- -- -- -- -- i� -- - -- - -- -- -- -- \ \ I \ " DROP INLET,ACHD Supplemental (TRAFFIC RATED)WITH 20"BAFFLE SPACING. \ ACHD STORM DRAIN I I O�� Drawing SD-604A,TYPE IV SEE DETAIL ON DETAIL SHEET W C _ \ - - c f _ \ - - - -2752 - - - I I II I-2753-\ P TOP OF CURB=2756.31 RIM=2756.29 W,2756.2E E \� I 8 \ �� SB 1 EASEMENT 1 \ \\ 1 ` \ \ \ I � \ \ \ I I III II \ � O O j 2 w ( i MW 1 \ 12"INV OUT(N)=2753.0E (MATCH FINISHED GRADE) f. I r \r 1 1 •S Q , • S> f INSTALL 6.17 LF 12"PVC(SDR 35)@ 0.97%TO SG 3 12"INV IN(S)=2753.00 r. r a r° '. I II -- ----/ ------ INLETOUTL BAFFLE BAFFLE 2752.40 0 - -" - - EP � - { -ec - _ _ _ _ _ - - - = f _ _ _ _ _ = I� ` I = _ \ Q(loo)=0 932Ccfs O E _ __ 18"INV OUT(W)=2751.90 EG El CCoo roE roE TOE roE y- am-EP EG EG EG EP EG EP -`EG\ �- -€� EG EG EGA ` EG EG roE EG raE EG r°E EG E�oEG roE -- .�TOE E� - 'oEP -- 1BE _ -1E -ERo -1--- r- - - ---EP-- - - --- ---- Ep - -----EP ---- --- �SP----_ EP EP EP EP -44 EP EF SAWCUT El-----EP--- IEP J \ __ __ EP P _ P--�r--�� P _- - °�,� �P= INSTALL 5.0 LF 18"ADS N 12 HP @ 0.00%TO SB 3 PROJECT NO. 20 0610 LH1 O SAWCUT SAWCUb /SAWCUT O SAWCU O SAWCUT \ - OSAWCUT SAWCUT i0 O O O i ' O O - - - - - O SAWCUT S'WCUT EP O 0 o i o _ o i o / o 0 o E. LAKE HAZEL RD. o _ - - c o i - o DWG FILE 0.202 +�- --+ -��- --+ -- - -- - --+�-- - --�-- +�- - �- -+i - - -- --+I - = - -- ---+�-- -- _ --�+�- -- -- +�- - -- ��-+�- - --�-- - - IT SB 3 T - -- - - N _ - - - M - - -10+00 - - - - - n - -cn - - - �- - - m- - -rn- - - o- - - - - - - - - - - - - - _N - M N N 2��> N N \ N \� N N N N\ M _M M \ M M\ DESIGNED BY BT \ _ - - - - - _ _ \ >S 60.0'L x 15.0'W x 6.0'D SEEPAGE BED SAWCUT-- EP-_ - SAWCUT --- L-_SAWCUT EP EP _ SAWCUT EP SAW64R SAWCUT \ �Z�jrl ,i -EP- EP - - - - - _ - -- �-- - - - \ 2 \ - 2752_ -EP L �. SEE DETAIL ON DETAIL SHEET DRAWN BY JTA o EP �P- �P EP EP EP EP -EP €P T-EP- \_ >SO \ EP --EP -�,. --s EP- - - - - EP- °= P = - E EP EG-_ roE z�=�c - EG EG EG EG EG EG - -�----- ----- --- --- -EP� - -- - ---EP-__- P \ --- --- CHECKED BY BT lDfi-TUB ❑ EP_---- ""*L+ ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN NOTE:SEE SHEET C.200 AND C.201 FOR NOTE:SEE SHEET C.200 AND C.201 FOR E.LAKE HAZEL ROAD-IMPROVEMENT PLAN E.LAKE HAZEL ROAD-IMPROVEMENT PLAN VERT.SCALE AS SHOWN C102 SHEET 4 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.202(Street and Storm Drain Plan).dwg I BLACKROCK %\\ STREET AND STORM DRAIN PLAN SUBDIVISION i SCALE: 1" = 50'-0"HORIZONTAL 75 50 25 0 50 100 _ CIVIL INNOVATIONS _ NORTH HORIZONTAL SCALE IN FEET - - =a - -= _-=�=ray- - z- - - - - - - - _ � PAR� 2735 _ - � � � i °E PIRR / PIRR / - / CONSTRUCTION KEY NOTES v v 2749.59Rc v ❑ I I I I I II I I \ \ / �I ) I / / - - - _ - - II BLOCK 9 1-134+65.23 \ I I I \ « V I / / - - BLOCK 9 �� I I FUTURE LAVENDER AI 11 \ 10 \ 9 8 / - �� I INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD 712A,AND TACTILE \ 2747.50 RC/BVC / 3 _ 1 - - - 1 - - I 1❑ HEIGHTS SUBDIVISION I \ \ I I I � I I \ \ \ � \ III / - - - - - WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. \ 41+30.17 IMPRESSIVE EAST RIDGE INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, n 1 2749.74 RC _ I "' \ � \ \ � \ \ f l I � w / i i / / � - I \ 34+54.92 \ I \ \ \ o \ \\� \ I I / 2747.42 RC/PC/GB I / / - / - - - - - - - SUBDIVISION NO. 1 AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. � o I 2750.09 RB/Fs d ; o \ I( \ \ \ \ \ \\ I / 41+14.89 I I / / N I INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE G PER ACHD SUPPLEMENTAL Z r \ ea 00 + �, ;n e� M J M\ J Cl) rJ ul \ \ \ \ \ 12747.22 RC I / / i r 34+47.54,29.50 L m SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. L L INSTALL 20'WIDE ASPHALT DRIVEWAY M oe + \ oC U6 Li 00 0 \ 2746.85 RC 2747.05 RC I / I 0 r- y0 I I O N o \ 40+65.69 � T , \\ SEE DETAIL ON DETAIL SHEET INSTALL SIDEWALK WITH �N{ \ cNn M ro (0 M N \ M °�' CD \ \ \ 39+76.10 40+25.43 I I I I l ove ti / LU rn .21 1 I I ® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD 708. I \ 6"THICK CONCRETE a \ 2747.90 RC M � M I - - t 2747.05 RC \ 2746.74 RC/LP \ I / / e� / P I °O fi \\2753.86 RB \ 2760.80 RB/PC/GB N \ MW N \ 36+61.03 \ N \ N 2 N Cl)M N \ \,38+71.08 \ 39+49.43 \ \ / / / / / / / r- r / / / Im INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. m p o0 0 1 34+14.27,147.73'L \ 34+38.56,51.93'L \ \ \ / / N 0 / / 1 u 2752.23 RC/RPC a 1 \ \ s ' .s s r / 43+74.23,39.97'L © INSTALL 7'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. 1 \ \ \ f \ MW / N I/ / END CONST. O Lei m z0 \ c \ 2.7% a 2.6% 2755 5 N o 13 N�I DI 5A \ \ DI 7A m N / (MATCH EXISTING) ] INSTALL 1 O'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. 3 r \ a o 0 4 E. BRACE DR. DI6A 4 15+46.69 - �� s \ \ \ I a / I ❑ Z � N 2.7% 1. ° o o 0 0 \ o ca cn ao -1 2 b 12 �� o 0 0 0 14+76.1� _\ _ o �� ,o o I c I pC °O � Qi �' � \ \ �I -� - - � - +� � - ��\ T -+1 + - + - + 5 a � d m 2752.02 AC o M cD M \ DI 5B \ co 2747.33 FL M\ \ \ M\ i DI 66 \ ❑� DI 7B Imo- I r + / ` ® INSTALL CURB TERMINUS PER ISPWC SD-707. r 2750.40 RB/PC/GB \ \ I o N I 43+83.41,39.64'L ❑ 2753.46 RB SG 5 OS\ 2747.44 FL ° \ \ \ SG 6 2746.62 FL ° SG 7 ( \ us v o \34+08.76,140.83'L 1 \ 34+30.07,38.53,L \ Sg 5 O' MW SB 6 �r r- m Lmi m /d \ END CONST. ❑ INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC 1 2750.29 RB/FS \ n°\o r SB 7 cs r s 9 SD-707,MODIFIED.SEE DETAIL ON DETAIL SHEET. / r r u' + �, c� (MATCH EXISTING)\ r OD r I OI ^ M d d 5 1 INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD ❑ I 34+33.23,29.50'L \ \ MW 1 2747.87 RC/PT/GB '1 r� 2 2747.58 RC/PT/GB \2746.75 RC/PT/GB 2 r� 2 MW ' ° N o v M v M \ 1 SUPPLEMENTAL SD 710B(6"THICK CONCRETE SEE NOTE E). 1 ❑ 14 \ 2750.09 RC \ \ PIRR 36+67.93_BCR=20' `� BCR=20' _ 075+00� PIRR 3 PIRR I M N / 2752.28 AC ❑ o r r 37+40.93 39+50.93 PIRR INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD rJ 2746.65 FL --s-- �+ 2747.96 RC/HP -- -- BCR=20' \ \ `I \ '� o "'• II 43+83.41,20.15'L. 15+00 \ I 34+29.50 34�00 2750.23 RC \ z oe 2746.69 FL ¢ / 2747.05 RC/PT/GB �\ N 11 \ \ 1 \ \ ¢ m rn 5 \ z 2747.37 FL z \ o \ m ❑ SUPPLEMENTAL SD 710C(6"THICK CONCRETE SEE NOTE E). 36+82.08,22.36 R \ \ 2747.16 RC a \ 40+23.99 z /m \ �• ^ END CONST. -- -- \ 34+20.01 \ m ry �; 2747.41 FL 2747.02 RC/PC/GB BCR=20 I m \ o Co cfl \ 2747.67 FL \ 38+45.93 °C o ¢ @ N N INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE 2750.64 RC/PC/GB 13 v + �2 2747.48 FL o J 5+10.19 o CO ui / 2747.14 RC/HP o / v / \ 14 (MATCH EXISTING) 12 \ 2750.64 RC/PC/GB r. Ln 2747.65 FIL 2747.52 FL \ \ o o d W ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD 1132A \ 33+90.40 \ m N M 8\ m 2747.12 RC �, -Q, I / Y 2752.59 AC INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE 1 ❑ s 33+90.40 z 2747.89 RC/PC/GB 14+00 2747.85 RC/PC/GB o z 10 40+09.79,22.36 R m v M 2750.75 RC m w \ \ � 15+00.19 a o � oe FUTURE LAVENDER I \ \ _ \ cn Lu ❑ z 2746.85 FL I z 4 N � v l �°I° % 43+83.41,0.00' 13 FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS \ o w 14+39.65 14+39.65 \ o w 2747.14 RC/GB -2746.83 FL U) " `' f HEIGHTS SUBDIVISION 15, 33+85.90 \ 2751.75 RC \ = m 2747.96 RC �\ = m o / / a ,P END CONST. DECALS PER ACHD SUPPLEMENTAL SD-1132B. \ o ¢ 2747.95 RC \ 14+98.19 _j ^ T - r T o o N a \ I \ 33+43.90 \ 14+29.65 \ ¢' . m J 2747.07 RC/PC/GB = a + Le1 0 \ (MATCH EXISTING co REMOVE EXISTING BARRICADES IF APPLICABLE AND SAWCUT 2 FEET \ v ¢ "' 14+29.65 ¢ LU rj m U ¢ r- r / m rn Nr ae 6 �� ) ( ) \ \ 2747.15 RC a 5 15+10.19 ¢ w N v ^ +/ rj a3) �- Nf g \ 14 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD \ 1 2752.19 RC \ \ 2747.97 RC/GB �I_ 2747.97 RC/GB \ -- -14+96_69 00 2747.13 RC 1 / / N v �,� o +1 +I SUPPLEMENTAL SD-303 AND SD-806. 1 33+25.90 � \\ 14+27.65 ❑ 14+27.65 \ \ 2747.37 RC H - 15+00.19 m / N / 2752.31 AC/LIP r� r s \ BLOCK 7 } \ I 2747.14 RC/GB I / 43+83.41,14.40'R 15 INSTALL 4'WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO PAVEMENT EDGE. 2749.53 RC 2749.53 RCS BLOCK 8 14+40.19 / 0 ❑ \ \ 14+98.19 / d c, / 1.3% 0.4 H D CONST. \ I \ \ 12 \3 13+69.65 \ 13+69.65 7 \ 2747.42 RC 12 13 112 2747.15 RC / j / (MATC 16 INSTALL 10'WIDE PATHWAY-SEE DETAIL ON DETAIL SHEET. ❑ \ \ 14+30.19,16.50,L ❑ FUTURE LAVENDER 0 0 v d / G \ I \ 2753.19 RC \ \ \ \ \ 14+00 $ 14+96.69 aq 6 r o 2752.66 AC/EVC 14 00 \ 16 33 00 2751.13 RC 2751.13 RC \ -BEGIN CONST. /HEIGHTS SUBDIVISION / cn ua + m ea INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SID 701A t \ - \ 2747.42 RC / ^ N a a o [it QN AL t \ 1 32+83.90 \ 13+09.65 13+09.65` t I / / / W, N N � r r / = 43+77.60,0.00' (COLLECTOR ROADWAY 8"HIGH CURB). } T I _14+30.19,16.50'R / N 00 m \ I \ \ / A 1 / / M N v a o 2752.75 RC 11 I BEGIN CONST. / / o L.i Ln + \ \ 2753.s2 RC \ \ \ N cD ^ o m M I �� IS T E Gf 32+65.90 134-00 \\ \ \ MW \ / / 1 / Lo +°�^" ^ v 0 0 000 0 43+71.42,16.50'RCs PIRR °, \ \ - - \ ❑ / N v uNa + 0G o In + LNei + END CONST. ACHD STORM DRAIN - \ - - - - J / N v co L; N -IT �I (MATCH EXISTING) l \ 11 4 \ \ s\ EASEMENT / / I/ / / uNa + h 2752.77 AC HP �II �1 0"�2 \ I \\ \ 2754.s3 RC \ \ \ I I - - - - - / / // // N / I 43+58.73,0.00' \ \ 17 \ 2752.74 RC r. 2752.74 RC \\ \ -- I - / / / / d'� �? 32+23.90 \ \ OF - 12+49.65 I 12+49.65 � } } 1 63.00' 63.00' \ / I \ 2755.06 RC\ 33.00' \ \ �� \ \ \ A I 1 / 1 l IN P. 1 \ 32+05.90 \ Ss� 1 33.00' \ \ FUTURE LAVENDER 33.00' \ f \ \ \ HEIGHTS SUBDIVISION - I I / / / I I IMPRESSIVE EAST RIDGE 13�00 - - \ \ 5 32 00 5 10 - 5 5 \ \\ 5 \ \ +00 I I I SUBDIVISION NO. 1 U W CL LU MATCHLINE - SEE SHEET C.202 I 18 LL+ r 275s.o7 RC- 1 \ \ MATCHLINE - SEE SHEET C.202 -2750 - _ - 1 / / w W IN PmIIm NONE I OR I NMI IN IIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIN No- I a \ \ 2754.35 RC - 2754.35 RC \ ,,, I / _ � 31+63.90 12+00 >t - ' / � cc o_ N = 275s.2s RC 11+89.65 11+89.65 \ ¢ I I zo CL 31+55.90 r ui a \ _ m LU r, ¢ m \ \ Q \ \ \ I) I BLOCK 10 I �� z a o c`) 1 \ H \ � � 2756.64RC/EVC Q \ W I . \ _ - - - - - - - I 2 1 / / oz LL; \ c - - - BLOCK 7 a \ LU 1 \ \ 11+04.50 -¢L - I I 2757.13 RC/EVC CO) \\ 9 \ W \ _ m I / / oD C-3 > LL -2760 I 19 31+19.40 2757.26 RC \ s \ 2155.29 65 4\ \ \ \ I / � STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA o z 2757.41 RC -- 31+13.90 __ 2757.04 RC/PT/GB _❑ \ \ - _ - - - - - / / � cc o _ - 275ss4 RC/EVC \ = I - - - - ❑ I 2SEEPAGE BED NO.4 3 SEEPAGE BED NO.5 o w U_ > 1 1 LU 31+05.90 m o m o m I� ` ` 10+87.73 - - - - __ -- -_ -_ T d a, Un a, L„ @ r m o �, CO; \ 11+04.50 / / DI 4A DI 5A } o WEE x Zo 1_ co v oo v cfl r o ,2757.47 RC/PC/GB PIRR Plgk- z Q co c.D N v + Lr + s+ d+v N = M v o 10+62.81_ 2757.04 RC/PT/GB 12+0 CLSTA.13+26.05,16.50,LT,E.HIDCOTE ST. CLSTA.36+66.43,16.50,LT,E.BRACE DR. ¢ o z w 12t00 2757.73 RC/HP 31 t00 N o m o c� O e� + - - - - / / °C w o ^ m r ^ r oe r oe °O e� c L� CO - f I/ - \ - DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV o m 30+69.78 ^ co J J m 0 r m m r, m - 10+87.73 - - / / L z FUTURE LAVENDER I ,: M LL LL -W ,e, N + m + 7 BLOCK 8 r - / / TOP OFCURB=2757.86 TOP OFCURB=2747.88 �' L,, W 1 1 2757.64 RC 2757.16 RC \ 20 LH N � v ^ ^ o� r eroTmT \ � � / / zm � HEIGHTS SUBDIVISION - ^ N o N ^ 8 � ua • T m T- 10+46.50 -- 10+81.58 3-_____ FUTURE LAVENDER / - 12"INV OUT(S)=2754.61 12"INV OUT(S)=2744.63 _ - I 2757.70 RC/BVC Ncc . o � Go N N N N r �; 2757s5 RC/BVC 11+00 2757.47 RC/PC/GB HEIGHTS SUBDIVISION / / / / �\�5 / INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85%TO DI 4B INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85%TO DI 5B ¢ z 13 12 30+59.40. - T N N N ^ / / / o 2760.05 RC m Jr N 10+44.50' \ 10+62.81 \ g Q(25)=0.11 cfs Q(2s)=1.56 cfs 2757.68 RC --+-- 2 BCR=20 \ 5 I I / LU ¢ o =__ :FM = 11+38.00,16.50'R 1 30+55.90 2757.81 RC/PT/GB- 2757.64 RC \ 1® / - - ❑ / W = _ \ l 1 / \ Q(loo)=0.15 cfs Q(�oo)=2.16 cfs LU c,) END CONST. BLOCK 9 10+36.50 10+46.50 � � � - - � I m I \j FUTURE LAVENDER" / \ � � z 2757.43 RC 5�67F( 2757.65 RC/BVC / I I I 1 HEIGHTS SUBDIVISION / \ DI 4B DI 5B 2759.50 RC I 21 2757.25 FL S rr \ B 2�57�q F 63.00, 30+05.90 0.6°k 248, CR,2 p C 10+44.50 11+08.00 of 1.8% rrr 1 3q RC/p 2757.77 RC/PT/GB m CLSTA.13+26.05,16.50,FIT,E.HIDCOTE ST. CLSTA.36+66.43,16.50,FIT,E.BRACE DR. 33.00' I 2757.33 RC/PC/GB 2f C/ "' / // / / \ \ DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV r 2758.41 RC/GB I f ri +ti o 0 0.40 B ? � \ 10+36.50 v + v o \ ' - - I \ 29+86.40 \ M o _J v _ / / / TOP OF CURB=2757.86 TOP OF CURB=2747.88 5 10+48.50 1.1% M o i 275�55 ^ v co o ti' / \ / / / \ 12"INV IN(N)=2754.36 12"INV IN(N)=2744.38 T 2757.07 RC/PT/GB r 4 r o y\ , F( N o O i 275�5B o, o + M h z / / \ 29+34.40 _ r �� F� ^ ap coo ti• r - T , \ I / / 12"INV OUT(S)=2754.36 12"INV OUT(S)=2744.38 ■ 2756.84 FL 00 BCR=20 / o0 2� �c�°Id rn i� B y " Q' M , \ r+C \❑ \ / I / "TOO 2758.40 RC o -y��+\ 58.02 0 u� C a coo \ I ( ) ( ) t 24 -2756.86 FL- _N o m m- _ _ l AC/Gg "0 20, N 1 ^ N o z- ao „ v ,\ \ \ \ \ INSTALL 4.17 LF 12"PVC SDR-35 @ 0.72%TO SG 4 INSTALL 4.17 LF 12"PVC SDR-35 @ 0.72%TO SG 5 O s 10+46.50- / � J 2 cc 9 v 275 �, �� `v � \ 5 N �u �^u, o'�, \ � / / \ \ �\ � / I "C \� \\ C / / Q(2s)=0.25 cfs Q(2s)=0.76 cfs Z 2758.35 RC/PT/GB 22 Ln N LL d v 9,5 + o I y1 / Q(loo)- ^ + o°, 0 4 ^^ ti c� AC/GB ) \ \ _o \ N \ \\ �1 ` I I ( -0.35 cfs Q(�oo =1.06 cfs W N O)\ N N e� �o b y o 4 a 2�5�g� r0+ 0 0 �\ D I ❑ \ \ \ O / / I = 10+36.50 2756.94 LIP/HP N 1 1 I-� m o ^ M co m AC / + e� e� Lc) 1 1 �� s � ro ae^ vi w 4 /G8� +� 4A M a /\ �� \ \',✓ / / 2758.14 FL o v = SG 4 SG 5 a oC N 29+18.84,20.94'L N N eo '� + oN "^ + a rn v W y \ \ / / / 0 r� 2758.17 FL cIi �: M o H N GD^ �o ' ~ E H/ C/ r T \ / / / / I 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) . cfl 2756.86 FL Lp +N ^ co tt� o ,� v s �C Z \ l ❑ \ \ \ 0 I rn 2758.47 RC/HP ,� + 2756.83 FL -J co ^ O + h " M co '+� �' ~\ E`sT o J ___ \ \ \ I �- o N r 1 N o r� + N �o co �, D/4B o \ / / I WITH 20"BAFFLE SPACING. SEE DETAIL ON DETAIL SHEET WITH 20"BAFFLE SPACING. SEE DETAIL ON DETAIL SHEET ��19+57.25 2757.Os RC/PC/GB U. rn LL N o ^ + ao H co c� coo ac SG 4 + ❑ \ �i O / ( ) ( ) ` 17+53.11,22.36'L N T u, w o 2756.77 FL a N ,� d co co SB 1 �/ / RIM=2757.96(N),2758.06(S)(MATCH FINISHED GRADE) RIM=2748.01 (W),2747.99(E)(MATCH FINISHED GRADE) CA BCR=20' 23 BCR-20' + 29+26.90 a 2 T N N" o H o N 4 ® i \ \ 0 / I 12"INV INN =2754.33 12"INV INN =2744.35 2758.40 RC/PC/BVC r. 2757.12 RC/GB ^ N "� �% 3 u� o N N us 4 / I INLET BAFFLE=2753.73 INLET BAFFLE=2743.75 o N N f 2 r + 275�59 f N cv o ca \� \,l \ \ \ / / / OUTLET BAFFLE=2754.23 OUTLET BAFFLE=2744.25 17+67.25 19+45.25 0 4, o RB/pC 4 r, q "� „ co v +� fUjUR ,,L _ _ / ® O / UNPLATTED � z ^ /GB = v y b-co h s� Q, T F E \ \ / 18"INV OUT E =2753.38 18"INV OUT W =2743.40 Q A� \ 5% p5 4 275s.75 FL N 275 69 +63. m o / / i. + o o Q h HIDCoTF J I p❑ �h16 / O- O- Q 1 93 arM N� do v ST, 2757.91 FLU o E. PHENOMENAL ST. o '1 7% LL29+00 29+22.90 RB/p N + BLOCK 6 h N o co dC r? Ww p / / / I INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 4 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 5 T/GB o> APd r. + Q a+co _,. c„ 1 - ) O z o+oo f \ y L � M 1.4°� 275j�6�3.40 ^ o �o m T o `^ o I SB 4 SB 5 = Q o N +0 1.o ro qe N o + a� 7 ,� 5 L ti I -o a, _ o� o A90 44 ^ a o m a o N m 18.o'L x 15.0'W x 6.0'D SEEPAGE BED 142.0'L x 15.0'W x 6.0'D SEEPAGE BED /� \ 2757.12 RC/GB o 11 0.5% �N - °� °p z 8 c, �' I _ I I r/r LL �+ p/RR N t�cv o CO v CO/ / ~ o SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET 19+45.25 ou T a ^ „ +� ooi oo, o 4 o z I \ / z oC .v--- - 94a. • 00 a� I • T Q 0 ca � �2757.1O RC 2 - 6 - � ,ti a, �, se + c) � o a � �, a m „ v Wa WW _ RT M \ CDi _Q1 M I C1.1 M O M H V' Z • N m m 5 m _19+47.25 1? cah°• ^. ao==2757.00 RC/PC/GB o o Lq o v m o o _ �d + co + o W LO + � ®� ,^ ti N M _ R N �AIIEY \ N y 3 M FUTURE LAVENDER I I -----� = w a + d / T - + '19+57.25 I STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA ^ m '_/ o+o:L�u �^ m Lon + Ln +^ c) C �. _ -_ \ \ ^ N ,� a ii�� N r,� N r BCR=20 ^ oo ^ o a<+ + oP M ca co v \ p \� �� N HEIGHTS SUBDIVISION /1�! N r cc / C) N CV r N r l� o d• �' ^ O �1 RR j `I W �o 0c i 3°' oe "' T M o y �' MW _ _ ` oo SEEPAGE BED NO. 6 SEEPAGE BED NO. 7 SEEPAGE BED NO. 8 w I. /�� T- � o c`nu 2756.66 FL � H o v tt) � - �moo,• • �� a" OD N� cp Cp I� i' N r1' M Cp V P/RR c> "'u. T 2758 m co M ti 2756.62 FL 1 ^ + ^ ri N o de I 1a -rho❑m +j M + N N o ^ M H o PIRR SB 3 / / DI 6A DI 7A DI 8A W cn a^, 3 ^ ti + 2756.71 RC/PT/GB _ N o 2 ^ + ^ N o ct SG ^ 1 N r ^ oo m o N N ^ 3� CLSTA.39+49.43,16.50'LT,E.BRACE DR. CLSTA.40+25.43,16.50'LT,E.BRACE DR. CLSTA.14+96.69,16.50'FIT S.BALLERINA AVE. 28+61.40 ° oo e_ v v 3 N N o P R �/ o \ DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV v Dl 3 i pRR / \ L - TOP OF CURB=2746.74 TOP OF CURB=2747.05 TOP OF CURB=2747.15 \ 2756.54 RC/PT/GB a C c� q ,,, o o N N m -- BLOCK 5 i 12"INV OUT(S)=2743.49 12"INV OUT(S)=2743.80 12"INV OUT(W)=2743.90 28+28.64 _ .. L° - --E �e + w � � -E° -- ° ° BLOCK 4 I ' ?� ` - ^ o ^" v - 5 N se v O R L"`" Ii / INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85/o TO DI 6B INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85/o TO DI 7B INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85%TO DI 8B W 3 \ 4 5 6 W 2756.26 RC \ N -^ _ „� + \ ^ + a 8 - +i \ > N ,�N --- �o �, �+o f s N "' o �'UTU PR Q(25)=0.65 cfs Q(25)=0.70 cfs Q(25>=1.13 cfs Q \ - / 27+72.91 N H +. a;0 7 y ^ w/� RFq��F \ / _ l Q(100)=0.90 cfs Q(loo)=0.98 cfs Q(loo)=1.58 cfs \ ❑ - � ' ° N� r�v ,/ PIRR V\ -meµ I PIRR DI 6B DI 7B DI 8B W e 1 EMAMs \ / ❑ � I� N �� M h \ �� / ip�' �' �• '"`" I� '-----J i `�I� \ \ I f o / N H + co ,�• v h v h �+ h ^ + V oo INSTALL TEMPORARY P/RR - - � CLSTA.39+49.43,16.50'FIT E.BRACE DR. CLSTA.40+25.43,16.50'FIT E.BRACE DR. CLSTA.14+96.69,16.50'LT,S.BALLERINA AVE. - \ PAVED TURN AROUND, _ DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV N .o s \ SEE SHEET C.303 RR \ ,0 00 TOP OF CURB=2746.74 TOP OF CURB=2747.05 TOP OF CURB=2747.15 CC to cn r CO C, N / ^cv ^cv ^N Mop R 12"INV IN 2743.24 12"INV IN 2743.55 12"INV IN E 2743.65 I N N N � rn FOR DETAILS -� I I O_ O_ O_ - PIRR PIRR I / N^ >� ; \ oo ^ oU- / / it v 12"INV OUT(S)=2743.24 12"INV OUT(S)=2743.55 12"INV OUT(W)=2743.65 ma \ I N �e a �, ❑\ +, E VqLE PIRR O o 0 , \ ^ M\ �; N -IV ST / 1 - 1 ✓ ,/- - _ \ / / 14 ^i INSTALL 4.17 LF 12"PVC(SDR-35)@ 0.96%TO SG 6 INSTALL 4.17 LF 12"PVC(SDR-35)@ 1.20/°TO SG 7 INSTALL 4.17 LF 12"PVC(SDR-35)@ 1.20/°TO SG 8 Cc -2757 N o MW 1 / / Q(25)=1.73 cfs Q(25)=0.74 cfs Q(25)=0.90 cfs PROJECT NO. 20-0610-LH1 �NcRerf Re M so _ ~�F FUTURE LAVENDER z- - Q(loo)=2.42 cfs Q(loo)=1.04 cfs Q(loo)=1.26 cfs ❑ vA'^� 1 ^ + o \ o r HEIGHTS SUBDIVISION BLOCK I I a' "' "' o I 1 / ? M - - - _ _ DWG FILE C.203 / N Cp !I' ' h �� \ _ - PIRR ao us �- D/ A I -2758 + 7 u�o•" N H M• �O v SB N 'r 2 ��c� 2 � SG 6 SG 7 SG 8 DESIGNED BY BT co u� c" so v ❑ o \ I \ 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) `v N ^co / DRAWN BY JTA N�, u;„ d ca Dl2B X I I / WITH 20"BAFFLE SPACING.(SEE DETAIL ON DETAIL SHEET) WITH 20"BAFFLE SPACING.(SEE DETAIL ON DETAIL SHEET) WITH 20"BAFFLE SPACING.(SEE DETAIL ON DETAIL SHEET) H j - a Q \ I RIM=2746.87(W),2746.85(E)(MATCH FINISHED GRADE) RIM=2747.16(W),2747.18(E)(MATCH FINISHED GRADE) RIM=2747.26(N),2747.28(S)(MATCH FINISHED GRADE) CHECKED BY SIT ")o A- ~ " 12"INV INN 2743.20 12"INV INN 2743.50 12"INV IN E 2743.60 l N Qti, , 2 �� o - INLET BAFFLE=2742.60 INLET BAFFLE=2742.90 INLET BAFFLE=2743.00 ISSUE DATE 08/U4/20 " _ o N c* z + o`� \ \ r ❑��+,' _ fUrURE 20 00 \ \ OUTLET BAFFLE=2743.10 OUTLET BAFFLE=2743.40 OUTLET BAFFLE=2743.50 N ^ N h ? E V _ HORIZ.SCALE AS SHOWN \ g 14 N N / "' +��\\� ao \N ❑ A-y�D�EST _ _ 18"INV OUT(W)=2742.25 18"INV OUT(E)=2742.55 18"INV OUT(S)=2740.80 • z / N N tq N p f(/ o INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 6 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 7 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 8 VERT.SCALE AS SHOWN \�\ / `� `" 15 - ^ v a c`' u, r TURE SF y+ \`\ �a2s\\\� ` \ \\ 9 �N N �• GFBED N / \� FUTURE LAVENDER SB 6 SB 7 SB 8 z, _ x,40 / Cm203 -2> 2�55_ �\\ \� � z HEIGHTS SUBDIVISION o ^ \ �\ moo x i� 149.0'L x 15.0'W x 6.0'D SEEPAGE BED 75.0'L x 15.0'W x 7.0'D SEEPAGE BED 121.0'L x 15.0'W x 6.0'D SEEPAGE BED SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET SHEET 5 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.202(Street and Storm Drain Plan).dwg PVI STA:12+36.50 S. BLOOMERANG AVE.-PROFILE PVI STA:13+99.00 E. PHENOMENAL ST.- PROFILE 2770 PVI ELEV:2753.12 PVI ELEV:2758.83 2770 2775 2775 K:15.79 K:15.02 LVC:75.00 LVC:90.00 o °r° o m c HIGH PT. c L Y Lu J PVI STA:17+97.25 rn ti � un STA:14+34.40 ,°,; w = z PVI ELEV:2758.68 ± N N N N HIGH PT. v N m C3 K:36.00 c", ; ELEV:2758.57 ; CD z LVC:60.00 Cj 2765 > m C LL m w am a -= 2765 2770 2770 °O " PVI STA:13+14.00 "' �' > w } > ~ aO STA:IG7+91.25Clq Cl? PVI ELEV:2754.28 ,r, x Q co In K:20.75 Q' co "'lzr ¢ z0 ¢ ^ N HIGH PT. + N Uj LVC: ELEV: cu w ¢ PVI STA:11+39.00 000 r` Cl)M N z - = T ' ' °C > FINISHED GRADE + '�' cc 00 ~ cD U Iri Cl" y PVI ELEV:2747.03 ,n N N co + Ln o v z ¢ c� m c5 w z 0 0o o N AT CENTERLINE + M CD N m m ¢ N m LU p n K:21.25 r M v m II II m N r z w ai a LVC:120.00 r U,) LO � > II o C/) y II II z 2 x Cn 2760 N N M N J II > ¢ w 2760 2765 `�' o o „ C7 J -0 2765 r o n o 00 Cn w Q W F- J � U O CV Ln co x O O O O L T U r U ♦- J W W O z m MOO CV UC , < Cn r r � � 0) LO U > U W o Cn LU m + LC) 00 LC) J LC) OCR + ^ + ^ > m > 0.64/° xw Cry rN � � No � ti O w r O N N m LU Cn , + N ' I_ E z U r U 1.74% 2.00°M m `� rn rn II T v ti rn N O0 0 p m vo N aoN II > II + � N m + ti ti W m co m w w 1 /// - ---- - N + U Cn W Q W 06 /LU T CV + C, � N � CO00 tC > > O ti m ~ J W EXISTING GROUND CO > °O m o -i 1 M �+ N r "' cn AT CENTERLINE Q ,� rn N ¢ w m p 2755 w + Lr) - 2755 2760 T II II II J T II-� J 2760 Y p o r v 0~u z II >LU ¢ w ---- - ------N w ---- II > N w w m w II II FUTURE FINISHED J Cn w - --- w �ii Lon z + ¢ w GRADE AT m ``� __ - 1.00% N W O w m 1.73% = 3 CD _ - -------------------- 2.00% a_ c6 � o �, C "' PI:12+72.55 N w = EXISTING GROUND o CC! II z CENTERLINE � °� o N v + ¢ w V AT CENTERLINE -- - - r II > ¢ O N Co w _w ---- 6"PI(12"SLEEVE) ¢ LU r II - 2750 < LU _j II _ - 2750 2755 �, 2755 `" J ---- o FINISHED GRADE Cn w __ PROPOSED -1.0'(MIN.)DEEP SWALE C9 + AT CENTERLINE �4"PI(8"SLEEVE) 245° _----- = BRIDGE TO TEMPORARY 000 0 r 0.A0% DRAINAGE POND a � m a m r_ C0 2745 N 2745 2750 2750 12"SO it `j > ♦n J Cn W � Q) O O 00 CD CD V O M C, r O 00 O O W OD 1• r O n r- O W M 1� N O O M,� f` Cri Lo i�2 Ili O NCD O) m a) n!W 00 r � 0 C! N n!c0 - LO N V � CSC 00 L, V a) CO �cD �� M N �V Q f� M V Lq R t �N �V1 CO c0 CO CIO a0 O 0i CM C 4 CO Ci 0i r 0O[•j 00 V f` Uj rz cD CO c0 CO c0 1�1� A 14 00 P_ 00 00 Go 00 ai f` 0i V V V II9 V 11� 11�LC) 11�LC) 11�LC) 11� LO LCJ LLB LD M LC) Ln Ln L(J Ln L(J Ln LC) N LC) N U-3 Ili Lh N LC) U-3 LC) N r` A r` n 1. A f� A f� A f� A r- A f� f` n A A f� n r` A r` A f� n f� A f� A f� f` n A f� f� A f� A f-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 N N N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 S.SACHET AVE.- PROFILE E.HIOCOTE ST.-PROFILE-STA 9+50.00 TO STA 15+00.00 �� CXSTE� �f 2775 PVI STA:11+88.00 2775 2775 2775 PVI ELEV:2761.04 K:18.04 lllllJJl�U LVC:60.00 o � CD � ��J�� OFZ� o� o v, HIGH PT. o LA 8?, STA:11+90.92 oD PVI STA:11+56.05 } FUTURE STREET ENTRANCE-PROFILE MULTIFAMILY ENTRANCE- PROFILE EMI �� 2770 ± N HIGH PT. N N 2770 2770 PVI ELEV:2758.79 ¢ 2770 2765 2765 2765 2765 N P cn x 6 > 66 > K:43.38 > x o Lu ¢ ¢ cc Cuj ELEV:2760.79 � z z m > > LU Q F- m m w " j m LVC:60.00 LU ¢ m y z z w � ¢ o LLn HIGH PT. o (0 Z z o >_ w w CD LL c0LU >o rn m m m cCO., � STA:11+64.37 ccoo LO m a j z o Ln ^ J L M o Y oW ¢ w � oo c~i� w m ± N HIGH PT. ± N = om ooQ oco ¢ o o Q 0� vw ww � o ¢ O C.0 p J O m O V W O CO H > J J 00 LO � Cn > + ti J o T i; ELEV:2758.69 T L J = o cfl Lro pc m M cn w m m > + m p z c0 2760 2760 _ _o w 2760 2765 2760 + m M Ln z cc p 2765 J `� 2765 2765 cn ¢ > "' > m Z ti J LLI , m U m r- O U W , W N Cn (!J U Z d U II > O O > CO u6 > O N ti 00 > W + O , N � 1` co M Z ¢ J < Z ¢ O m O J O N m M co w O lC7 ' II p O N C"� O , , � LC) ¢ >_ ¢ c FUTURE FINISHED GRADE II > o o o rn o ao _ c o N II > m U _ O N (0 M O CO ¢ N Z > oti Lnv cflao 00 N LO cn wm II > w 0O om om � o DLO < w w z N L� N Q J O O II p O O CD O Cfl 00 M W m AT CENTERLINE Cn W Ln O w rn LO + c6 + N 00 Q J c7 + m cc Cn + U_ LnOo vti + ti + N _ `� co c� N + � FUTURE FINISHED cF-n w w ¢ � + ti + IM + LM `u ,ii oN U `n �G o z ti EXISTING GROUND `" `� ti + O `" O II II > N N jl II EXISTING GROUND `� GRADE AT L1 N o N N N II > w m o > o N + 1_ r oN II Ln oN II W r II II II II II w LL pc..� - II r AT CENTERLINE II + r` r II > Q J p ¢ ,> II 5 II > II II _ ¢ w o N II II > w N W II > J AT CENTERLINE ¢ w CENTERLINE ¢ w II > II > p > w z o z ¢ W II- >- ♦- W -- ------- -_Q W H J v Cn W W C.A m O Z > --_ ♦- J T ¢ J._-Q J _--- _ -- --_ Cn W W < W O_ ♦- J ¢ W _ - C!J W� II ---Q W ♦- W Cn H J-_-__- Cn W J J J O - Cn w-~ w - - ---- ___ __ 2760 2755 coN LU 2755 2755 N LL' N 1 ' 2755 x o C) 2760 Cn w - i�%_ - - 2760 2760 J N IJ11-cn m ''' o w > } MATCH EXISTING v� W m -- - ----- --- ----- --- - ° 1.49oA 0.50% C1 m z m EE 200% z 4:1 SLOPE 2.00° 1.78% 0.88° 50% 0.44/° ° 1. 8% ° 2.03� 1.49W° ¢ om z m x o 0.44/° FUTURE FINISHED 1.78% 2.00/° m w O wo o FINISHED GRADE FINISHED GRADE o m FINISHED GRADE m (' PT:10+91.09 FINISHED TGRADE 7 TEMPORARY TURN-AROUND GRADE AT Clix W zo m PI:10+00 SEE SHEET C.303 CENTERLINE AT CENTERLINE AT CENTERLINE ___-- z m AT CENTERLINE - AT CENTERLINE 12"SD ( ---- ---- cc Z FOR DETAILS) --- a z 2755 0 2755 2755 2755 2750 _- - 2750 2750 2750 m o 4"PI(8"SLEEVE) PI(8"SLEEVE) JY MATCH EXISTING EXISTING GROUND o `' w + + EXISTING GROUND) FUTURE FINISHED 4:1 MAX. SLOPE AT CENTERLINE MATCH EXISTING GRADE AT W C o _M T AT CENTERLINE 4:1 MAX.SLOPE CENTERLINE z U d M O O O O CT d O ,Cy A O A ,D N A O CO C) OD CV n W CD CC N M + fC 00 119 N lfJ O Ili f� M Ln O N O N cD V fA 117 O fC f M O N n Cj A C O C7 0o C7 CO C7 ed 0 06 C7 CO M 00 M CO M CO CD M O M C� M r r-Co l{9 c0 Ln co LLB Co LO to LO c0 LLB Co LI7 LCJ Ln LO M LCJ Ln LCJ Let LCJ LLB LC) LO LO nl` nr` nN. P. nl r- r- rr r � rr- r � P. n � � 1` rr- 2750 II > 2750 NN NN NN NN NN NN NN NN em NN NN NN NN NN N w 9+50 10+00 11+00 12+00 13+00 14+00 15+00 11+00 10+00 9+50 9+50 10+00 11+00 T ■ O Nr Lo aCR 'W'� "t0 50 25 0 50 100 Z 06 00 0i 0i of m o 0 o r Ln n A ti M ti A w N N N N N N N N cm," 9+50 10+00 11+00 12+00 12+50 HORIZONTAL SCALE IN FEET Q 5 2.5 0 5 10 O VERTICAL SCALE IN FEET y 5 E.VALENSOLE ST.-S.OSTRUM AVE.-E.BRACE DR.-PROFILE-STA 23+00.00 TO STA 36+50.00 Q 2770 2770 m CD �, U) Q LU J N LU J o PVI STA:30+89.40 p_ U_ a ¢ z o PVI ELEV:2757.93 cn o z Y co co L = K:20.71 Z Q er m o u_i LVC:60.00 y Q 2765 O ''' 1 cd-zLU z m + LO LU N rn v 00 HIGH PT. v N 2765 Imm0LU w O m N N a' LO STA:30+69.78 p II >11 w + ^ + N HIGH PT. + N W U Q W O O CV co Cm z w M r- M II co ELEV:2757.81 y Llj > Cz � c 3 m 00 co I > cn w � c0 N Ln rn COL ¢ w > m > w z m Cfl C + N 00 N J m Lu o LO v LO + LC) N I I N I I ---- Lu Y F- LU 2760 r; ao m N I I > I I _----- -- - w 2760 TEMPORARY TURN-AROUND + ti N II W __ --� - m z LU (SEE STREET PLANS) �. N p ----------_ J---------- ---------- ---'n - cn w _ o Y z u > _ "' LU EXISTING GROUND -- _ ¢ w o ------- - w __, - 0.5 % --_- AT CENTERLINE m III / cs ° 00 _ c ¢ 0 2755 0.40/° w _ � cc +� N Iq � c? 2755 4"PI(8"SLEEVE) + L~o •40% ----_ M 00 v N O N II II + N OUj 00 FUTURE FINISHED GRADE 12"SO 00 ° vQ~, w - u > + AT CENTERLINE + + 00 N ; ---_ F w °' a Lu co N FINISHED GRADE - a w = `� d AT CENTERLINE ------_U) w 2750 CL ° 2750 cw _ PROJECT NO. 20-0610-LH1 �0.40 . DWG FILE C.204 0 v 0 a' DESIGNED BY BT 4"PI(8"SLEEVE) o 2745 + 2745 DRAWN BY JTA M CHECKED BY BT ISSUE DATE 08/04/20 O r co co r A M O O O to 1. M 00 M V 00 M M N M M co c D C"v d o M M V 00 C D a)� of m O O f 7l 1 0°V 0°M N N H O R I Z.SCALE AS SHOWN In FD A^ a! r C.� "i Lq A pt CA u5 Cl!co a 1, r CD fA V N C5 q m 1`co Lq co �r N p O p M p CO r IfJ CV M p � V N ,D ri �c0 m ri Leg ri Lei o0 Leg a0 Leg a0 Lg °C Co °C CD 06 Co C6 co 0j A Cj A Cj A Cj A 6 Lo CC Leg� CD fV LL7 r V C cJ CD CV r 0m Ci w a) VERT.SCALE AS SHOWN Leg Ln LH Ln Ln Ln Le9 LCJ LH LCJ Leg LCJ Leg LCJ LH LC) LH LC) M LC) M Lto M LC) M Co M Co M co M LO IeY Ll7 M LD M LC) Ln Ln M LD IeY LC) -V LC) a Ln a LC) V A C� A f� A C� A C� A C� A C A C A r- A r- r` r- r P. r- r 1 r 1 r 1 r r- 1, r'. P. r- P. r- n r r- P. r- P. r- r r- r r- P. r. C,41 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 N N N N N N N N 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 36+50 Cm204 SHEET 6 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.204(Street Profiles).dwg 2765 E.BRACE DR.-PROFILE-STA 36+50.00 TO STA 45+00.00 PVI STA:43+45.10 2765 PVI ELEV:2753.04 K:16.06 LVC:65.00 53 r HIGH PT. CR r N STA:43+58.73 r- u) M N HIGH PT. M N 2760 > ELEV:2752.77 ti v-v 6; Lu z 2760 Cj > m > w co co Lo J Z W m ti r,- w M N U O ¢ a PVI STA:41+60.17 + �+ � > N w Q PVI ELEV:2747.73 N m M N co N J m z z oo v III II mow' o Ec K:25.39 (0 Lo II w II w n = a � LVC:60.00 + ti ¢ J¢ J /� 2755 = J N `� ~ "'can `u 2755 `I r ~ of m r ux-J . Lon I I I N r cn O M M O O M T ^ Q J r 00 aoo cq v oo 4 "' + "' N w 2.14%(EXIST) O o O I� v cO n O V cc D U -- - C,/� C'V 00 c� + ti + ^ co to + N 0) > U w _ - l _ r r °> N co N rn N II m m Lu 1.17% - > M � .o II II ` II II w 2 010 J � `c 2750 J Q J ¢ ,� F- u '--- u) `I) W "' c~n u FINISHED GRADE cn 2750 a m � Y O o w N ---- 040% AT CENTERLINE + 0 Z 0.51% r, oO 0.41/0 � w O 3 CIDa Z ' 12"SD + CD 2745 12"SD ~o �' 2745 r 12"SDcL CR + ` Co + a \\\ M // U cL 6"PI(12"SLEEVE) 2740 2740 EXISTING GROUND ✓ AT CENTERLINE N co N N M N Lo N N N M M O M O V� u-*O r 1� mMr In r V r-- l`9 �,G� N a0 C O M O Q r N r q N N cR cD M O "t O r 0 N N r I- r c p I.V r N r. O co C A r W n r ,:r r M o o o O N N N �I- �V e V -V V V .4 M M V V e V V u,V to Ln Io LD u7 L!7 1-r_. r r r r r r- r r- r r- r r- r r- r r r- r r-- r r r- em 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 36+50 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 2770 S. BALLERINA AVE.- PROFILE 2770 m o � E Q w 0T62 = cc PVI STA:10+74.50 94/ O u; m Lu PVI ELEV:2758.20 � / ao L ¢ K:18.77 F 2765 `� 2765 2775 S.THUMBELINA AVE. - PROFILE 2775 �1 S LVC:60.00 f� �Q) coD o M IN P u� N Lo O oo r to C6 M oo O O T I6 + N + r O CO _ N O In + `� N o ; r c.D+ N PVI STA:13+40.19 PVI STA:10+74.50 `j II II cD m CD >T II M r- PVI ELEV:2747.86 PVI ELEV:2757.52 0 II > > > II >� J m w ¢ JM � K:22.94 K:30.43 o m "' W + N LVC:80.00 LVC:60.00 = cn LL) r II > 2760 2770 2770 cc 2-- 2760 } 2.0 o II > m y . o Q � Lq � C) H m 0� 0.70% w c rn o I- Z m v rl v to r ¢ H W O co r- C] O v ^ O ^ zQ0 z w C,, N M N CD V H 6 N + N WW�ler Z Z W W m = O Q Ili r w h O z cii > in > Z O Y W w O_ w in > cn > w p J > m > w O u) w Q x m > m > w CC ur > m w cn Z cc CD CC Lu w m w O = U cn 2755 m z o _1 -w 2755 2765 0 �m 2765 0 o a ¢ ¢ CIto co O allo CD O W Lu \� �,\ 89/cl� rn m c3 U � cn c3 cq+ Lo ao � z m Lu m co U rn Ic) � N + � Il � ti N � � r Q � z N O Lu + ci + aoN wm TN II >+ � + ti oo n OCWj, O o T + \\\\��\ T cal N M > W Cn W O N OT N + N �u Z II II o � LL) � a II + � J II > II > II Z m II > II II TN cnw Qw ¢ w II > HOC 2750 - Q w II II 2750 2760 u) Lu -_ u W �¢ z Q J 2760 Lu c~nu 2.00% 0.71% �e I-_ w o ccoLu = x 0 41 o w w u) C_') _-7 2'0 EXISTING GROUND 00/0 c CD m FUTURE FINISHED GRADE \` AT CENTERLINE m w o AT CENTERLINE o 2745 12"SO 2745 2755 __ > -r 2755o0 MATCH EXISTING (4:1 SLOPE) 4"PI(8"SLEEVE) + Co� ?s N C) Lo oo v c~\r + 8% ---- + ti uu-'-3 r II > O FINISHED GRADE EXISTING GROUND a FINISHED 7",DE \- T u v N v~) u AT CENTERLINE AT CENTERLINE a II Z AT CENTERLINE J II 2740 2740 2750 N W w N 2750 4 79 __ 2.00°/6 O r w o w N r% N N N N c" a QJ M o rH r 1� M QJ 11'J O M CA M O M a2 CD 1� W cD N W V O a0 Co cD QJO MO N L[) N 0p Illm MCD O or Cop a ch r N N Ion aq Il9� r p N0o a ui r m 1� COO Moo cc r_: r cD In V mC'i rr O,O M W 1� cD 1� M 1� p W p 1�T IoO 1CJ cD � LfJ N M rN O ci CA r I� IfJ Lf) IfJ Lf) In Lf> IfJ Lf) IfJ LD IfJ Lf) LD a V V V V M cD ICJ Lo ICJ LC) IJ�LC) r1J LCJ IfJ Ln IfJ Ln Io LD V V rr` r-I- rr- Irr- rr` n � rN. N. rrr- 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 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 Q J LU Cn o U_ 0 z °C ALLEY PROFILE y Q 2770 2770 0 w � m a LU ci J Q Czm O Z J w O O O Q mU W u_ U CD C.7 Z U 2765 0 0 m = a v) u) 2765 N w M y v > CD m U O M w N oi O O m O N M I) O O Lo + CD W O Lo ID l!') 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AMITY ROAD 5'S \ 10'S/W Ir 2758.65 BW/PT/GB 14+96.45,36.00'R t CIVIL INNOVATIONS 2758.47 FW/PT/GB 2758.69 MOB a \ \ w o � 14+96.45,26.00'R 14+96.45,38.00 NORTH R ` 2758.60 BW/PT/GB 15+00 W \ 14+90.25,31.00,L ° 2758.51 FW/PT/GB 2758.31 VC 2.0% 1.8°k 9.8% 2757.85 FG CD 14+90.25,26.00'L 14+96.45,18.00,R 14+96.45,46.50'R oC \ 2758.64 FCD G/GB I I a Cm ` \ \ 14+90.25,133.00'L q II N '� R=50' R=60' � \ 2757.38 FS/GB 9.3% 1.8 2.0°� 2758.35 VC a i Z' \ C 2jS6 2j$) 14+90.25,46.50'L 14+90.25,18.00'L V / \ y R=55' I I CD R=50' 40'RIGHT-OF-WAY ae q q °D / \ h Z r / \ \ ` \ w I q I LU 00 20.00' 20.00' o o rI \ \ O F j N C INSTALL 10'WIDE PATH I a / 2758.66 BW/PRC/GB T ` 2758.60 BW/PRC/GB II o� co Fp (SEE SHEET C.303) ?j I o 0 18.00' 18.00' / 14+73.99,31.64'R \ Cal c co00 r4 S�3gFs/� \ \ 14+71.93,207.86'L I ��a y q 2758.70 FG/GB \ \ m CD °O ?tsS,gsF l p/RR ,834 46 0,Z �� \ I q oro r8° / 14+73.24,33.49'R \ \ a } ( w Fp r4'`�so0 eoces° 0° LC I C2 lio ~�° // I \ W m 16 .80, �a N\ I 1 �a� \ Q L L� o R, ` o o co 14XSs3sFS/G, ` `v�l o�� 2758.64 FG/GB ?tsS��80,82 B 14+71.26,29.74'L 2758.52 VC/FW �' `2758.48 VC l i Z / 2757.85 FG/GB ` r4x6?'I FS/GB 3 ��% pl�R o LO w\ 0 14+63.12,18.00'L c 14+69.32, 18.00'R �= a I / \ ?tSs2 92,g$9 l� / N \ ° rn 1 / u;/ 14+63.27,46.50,R 3FOjGe9� o / 2758.69BW/PC/GB R=50' CD W 2758.51 VC �+ o� PROJECT SITE ` $998 863 1 Fp 14+55.27,25.00,L 8% I EXIST.POWER 14+65.00,18.00'R �1'g% \ \ LAVENDER HEIGHTS ` 3 2758.73 FG/GB 1 TO BE REMOVED/ SUBDIVISION N0. 1 q 2758.75 BW PC GB _RELOCATED ` a � / / � \ o O _ _ 2758 BRIDGE CROSSING 14+55.27,27.00'L p 48% - PIRR BY OTHERS - - _� 14+55.27,28.00 R I 2j$4 FX/ST (�P) 14+55.27,18.00'R IRR - _ IRR \ PIRR PIRR Q TOgF /RR/Q,qT/ ?ts8,?T 1.7°k 2758.57 MOB 1 1.8% 2758.79 MGM I ?ts3 (MgT��$8,8�$9 ?) 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YELLOW LINE,BEGIN WHITE EDGE LINE, SUPPLEMENTAL DWG.NO.TS-1112, uw RIGHT LAB 27+05.65, 19.45'R ITE 23+07.73,5.50'R TURN EXISTING 4"SOLID WHITE DWG.NO.TS-1112, 24+87.19,16.50'R MATCH EXISTING STRIPING DETAIL#12 Q �z PROPOSED EDGE OF PAVEMENT,TYP. 4"SOLID DOUBLE ( END 4"SOLID WHITE STRIPING DETAIL#15 END 8"SOLID WHITE END 4"SOLID WHITE 4"EDGE LINE , EDGE LINE STRIPING Q 100.00, CHANNELIZING LINE EDGE LINE,BEGIN 4" YELLOW LINE TAPER ) EDGE LINE, (MATCH w BEGIN 8" WHITE Q � EXISTING STRIPING) Q SOLID WHITE EDGE DASHED LINE LINE TAPER Q � y � z z � y Q iI o,, I ❑ EP \ \\ \\\ \\ �\ \\ "f\\ `\ram ros CO I o \ � M w I FP ❑ FP \ \\\ fG\\ \\ °e \\\ \ °E\\ \ \TOE \ i"i"i LU w Cz � rOE ° ° ° ° ° ° ° a d ° ° ° d ° d 1 \a \ \EG \\ \ r \ TOE` s O J W 4 1 30+81.60,13.00 L, d PROPOSED EDGE OF PAVEMENT,TYP. d S ° 1 I /°I d o I I ° a 34+16.35,13.00'L d ❑ ° d d I Od d d ° d d ° ° d ° ° ° ° ° d \ \ \ \ \ \ \ ❑ \ d ° d ° ° d O d \ \ 0 Q fG \\ \3p1\ \\\� d ° END 4 SOLID WHITE PROPOSED EDGE OF GRAVEL,TYP. ° ° d � I END 4"SOLID WHITE ° \ \ d ° �� d d d ° I d I1 � I m 1 ° \ TpB \ \ EDGE LINE TAPER, EDGE LINE,BEGIN \n \ \ oB \ L U 30+75.26,13.13'L EXISTING 4"SOLID WHITE I I I I I e \r°�\ \\\ \\ O,\ Q BEGIN 4"SOLID WHITE BEGIN 4"SOLID WHITE I \ 4 SOLID WHITE EG W EDGE LINE _ — — — — — — EDGE LINE STRIPING — — — — — I I m i - — — EDGE LINE TAPER — — — \ \\ — — — — EDGE LINE TAPER — — - I — — — — — — — — - — \\\ram \\\ \\� \\ a°l\ e Y (MATCH EXISTING EXISTING EDGE OF I \ — \35+46.35,10.15,L \\\ ca Q --TOE TOE STRIPING) - -ME - - TOE B TOE __ __T° _ _ PAVEMENT,TYP. o -- __ ___--T°E ----- -E D 4"SOLID WHITE _ _ _ ___ ____ N Z— - - —TOE - R t0E \ —TOE —————TOE TOE ———TOE —— ——TOE —————TOE EG EG EG EG EG EG E EG EG EG — o 4EGEG —TOE —ME EG EG EG EGiOE EG TOE EG EG ` EG EG —ME EG EG EG EG EG EG EG EG EG EG EDGE LINE TAPER,—————EP—— — EP——_ CAUTION SIGN 'r—EPa— LU EP—————EP—————EP— -———EP {� P—FP———EP_ EP ——_EP— EP —— EP EP Toe ——— EPT ----EPT0B — — TO ---�P—T° —— fP Tea E�—TOB — �� EP EP EP EP EP EP EP EP EP EP E EP— EP EP (MATCH EXISTING DELINEATORS — Oe B a-EP-----EP— EP -EP----- —EP--- - d � --TOB -- TOB - --—TOe O --- TOe ----TOe ----—TOe - TOe STRIPING) EP — TOB —EP— EP———— — EP EP EP / \ �- -� � EP EP EP EP EP EP EP — E. LAKE HAZEL RD. EXISTING 4"SOLID DOUBLE YELLOW STRIPING cD E. LAKE HAZEL RD. o -�to + PROJECT NO. 20 0610 LH1 M M �� M M co DWG FILE C.207 EXISTING 4"SOLID DOUBLE YELLOW STRIPING DESIGNED BY BT � EP EP EP EP ,. EP _ DRAWN BY JTA ' EP — - -EP EP EP EP _ EP EP EP EP - -- - - - EP I i ➢ EP EP EP EP—————Ep—————EP—————EP EP __ --EP _- CHECKED BY BT s �, � / ISSUE DATE 08/04/20 EXISTING 4"SOLID WHITE HORIZ.SCALE AS SHOWN EDGE LINE STRIPING ❑ I VERT.SCALE AS SHOWN EXISTING EDGE OF PAVEMENT,TYP. C107 SHEET 9 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.207(Striping Plan).dwg INSTALL TYPE II STREET STRIPING, SIGNAGE AND LIGHTING PLAN STREET LIGHT w SCALE: 1" = 50'-0" HORIZONTAL ( ) IW s FUTURE LAVENDER > r INSTALL TYPE II 1 � ¢ FUTURE TYPE II a I W a HEIGHTS SUBDIVISION a 75 50 25 0 50 100 t a STREET LIGHT a z STREET LIGHT MATCHLINE - SEE SHEET C.209 10 5 ( ) z 5 MATCHLINE - SEE SHEET C.209 w CIVIL INNOVATIONS 0 ME IN MEN �� .WN ma HORIZONTAL SCALE IN FEET NORTH 1 18 y N STREET LIGHT NOTESCj FUTURE E.MAINACHT ST. — — — — — 1 y � ° I vi 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN mij ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE BLOCK 7 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND mij a 9 THE NATIONAL ELECTRIC CODE. FUTURE TYPE II W I 19 6 r 4 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR STREET LIGHT C-3 s TO STARTING WORK.USE THE ONLINE CITIZEN PORTAL AT w U) j HTTPS://CITIZENPORTAL.MERIDIANCITY.0RG/CITIZENACCESS/TO y w OPEN A PERMIT AND REQUEST INSPECTIONS. TO w FUTURE LAVENDER 3 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE = r BASE REINFORCING,BEDDING,BACKFILL,AND FOR THE POLE AND O L r F= HEIGHTS SUBDIVISION FUTURE LAVENDER 7 BLOCK 8 I ' ASSOCIATED WIRING. C/) N °O r 6 20 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM C ti ao 0 FUTURE TYPE II HEIGHTS SUBDIVISION 8 3 FUTURE LAVENDER TREES,5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER CO °O .> HEIGHTS SUBDIVISION m p i2 0 STREET LIGHT METERS. ® C� 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. Ld 2 ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO Q C/) w BLOCK 9 f �E THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD O m z 3 -- -- I 21 INSTALL TYPE II 2 COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO cw O 3 y STREET LIGHT REQUESTING FINAL INSPECTION. Z s I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY � � FUTURE LAVENDER COORDINATOR(208)898-5500 FOR QUESTIONS REGARDING HEIGHTS SUBDIVISION I 'I r \ \ I UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. 7. STREET LIGHTS ALONG E.BOTT DR.AND S.HILLSDALE AVE.SHALL w LL; E.H�DOpr BE METERED. BLOCK .I j FUTURE' 24 h E Sr POOL 'S + 1 FUTURE TYPE II u+ 22 INSTALL TYPE II \ STREET LIGHT : SITE 'f = i. I v STREETLIGHT / LIGHTING PLAN LEGEND Na INSTALL TYPE II FUTURE TYPE II COD STREET LIGHT s ° \ \ T Existing Type II Street Light 0 STREET LIGHT 23 s 2 a�� G / City Of Meridian Type II Street Light-25'Square Steel Anchor Base Pole s r s mt l . 's y \ z \ FUT U COTE \/ 4 TORE H/D ��\� Electrical Transformer ' ST j 5 BLOCK 6 ww - -FUTURE E. PHENOMENAL ST.- - - - - - — r - - - - E. PHENOMENAL ST. - - - - - 6 L 7 • I O Electrical Service Box 8 I � ROADWAY SIGNAGE CONSTRUCTION NOTES: �oNAL r \-INSTALL TYPE II // TOE --_,GE _ WW STREET LIGHT .�/ \ \ / �W / I 1 INSTALL 30"x30"STOP SIGN (R1-1) PER MUTCD, WITH STREET NAME SIGN PER ACHD DWG.TS-1114 � FUTURE LAVENDER I I Vl� HEIGHTS SUBDIVISION I I INSTALL"25 MPH"SPEED LIMIT SIGN (R2-1) PER MUTCD �I O 62 TOE ,941200 s / 2 \ / $ INSTALL R4-7 (OM1-1) PER MUTCD OF 1 3 IN FUTURE LAVENDER I BLOCK 1 �' /�/ 1 -_-EG ____EG 4 BLOCK 5 \~ o U�fP I 3 s � " E� —\——E ——— f ��\ [4] INSTALL R3-7R SIGN PER MUTCD O o HEIGHTS SUBDIVISION I :I BLOCK 4 // — ` — G _ —`° —— 5 w fP 2 i 2 3 4 5 6 E 1 — \ 6 c� / r• \\ __ ____ EO 7 F�TUREACCEV\ ROADWAY STRIPING AND SIGNAGE NOTES LU W v v a�� INSTALL TYPE II 8 �� \ j l 1. Prior To Placement Of Any Pavement Markings, Contact ACHD z cc o >_ \\ fP O ° RfMANs 1 INSTALL TYPE II Inspection For Verification Of Compliance With Policy And Existing } Q\ o fP a STREET LIGHT STREET LIGHT s P P y g z a o \ o I ( ) I Pavement Markings. � z z 2. Sign Contractors Other Than AND Must Be Bonded With ACHD And o FUTURE LAVENDER o cU Ob,\\ O o I \ Must Obtain A No-Charge Right-Of-Way Permit. z � � E„ HEIGHTS SUBDIVISION o 0 0 o z d U_ Uj O \ roe �I • CpN�RETE RfMAN I \ I °r. LU FUTURE TYPE II z cc w BLOCK STREET LIGHT o 0 0 \� I 7 I \ Q� oLU v, v INSTALL TYPE II 1 \ LU / �� CD STREET LIGHT � z � � 10 ° f�-- EP Er / I o � i \ cc FUTURE TYPE II— LU = o cn = STREET LIGHT w v, F- - \ • EP`_�I 14 \\ FUTURE E VAC � � zo m I I \,� I 8 I —OB— \ ENSUCE Sr 15 I O \\\ rO e\e c\ —roE \�_ `O I \-�, /l / T \_ rt \ \ \\\� — 12 (, I I I •a �°0 \ -AEG� �_ �'OE� !OE EV>_ \ TOE 1 r O O O roE __ \'cE 13 \ \•$ \ ofo I °Oo o _ —AGE��e` --_T� _ ° 16 I y n TOE _ BLOCK I oo��EP ro'\ ` 17 FUTURE LAVENDER O — �°Q 0 _ P HEIGHTS SUBDIVISION I AEG _ I l l°°o \_ \rGE� �i�� — I CO) I ��o` CO)y TOE IO \yV.U`v/I I EP O LEP \� Ec !oe roe TOE i ll' I 3 I QUO o \ \\\_6 _--ro \\ — �� F— P I M °r I -- EP' O O c1 ° Ec —roe 0 Eq SEME E \ • \ ' _ UNPLATTED it I z °t I �4�PO ° o 00 rCID oe NT Fq \roE\ � �\ O 1 a I STREETINSTALL TYPE L LIGHT II I I:f O o ``EG\ RR ��TER/ T°e r \ 111 Q ^' ( ) FUTURE LAVENDER I _EG ��oEoo \ \==\G \rGE_ \\ram\ oa__-- l p to I HEIGHTS SUBDIVISION Il o o\E _ �_" Pse G;;ram —_T� T. — z Q O� EP—TOE \i6a TOE_ _�Fcr�\ -E'c�_ —__ __T \ Toe_\ Q z W -- O \Q�[� —roE_ OE —____ _ p rOE r0£ \ \\Ec \ —TOE \ \\rOe\ w w I _L (\J „(\`/^/CI �r0E 0�� CD EP o � �`__ _io fie- _ \\r ca G B M TOO —__\ TOE\ \ Ll I l -- J JI \ m P p OO o�\ \`\\oBE \``\\_\_ !� N w I \O 1 —roE E _ w m 9 I 9 i-__ L _______� I fP O O fPV o�c �� ' W s7 1LU L I p O � � �ioe �__ - = W \ \\r 0 oe6_ /FOP- Tof — roE r \ Cc lol -ftI I fh v�EP r°E_ \ °s\Ec (/) 3 V1 I Lft ---- --------- ' \ Uj III l I 1 r INSTALL TYPE II --J III w I STREET LIGHT I I 1 I I BLOCK 2 �� ° \\\\ \ (7> — — -- -- -- --�-- -- -- -- -- -- -- -- -- -- -- I-- -- -- -- -- I� �y o 4 I I III •J. J .1• ° . .. 1• 1 1 S. S, 1 1 s. 1.. J 1 ./ 1 •t f ,t E6 -Toe TOB—— TOE — -B —TOE — EP !`1 E �— {— r — -----To — --Eo ----TOE -----roE ----roE — TOE ---- EP EG -- EG _ EG EP— -- EG EP---- EG E6 EP---- EG EGEP---- EGEP__ `"�G -- EG raE EG —raE EG EG EGTOE — TOE ———— -EG roE Eti ---EGT — -- _ _ _ E -- EP—— —Ep-- EP —EP EP-----EP---- EP—�� v ---- E�--- o�� EP PROJECT NO. 200610LH1 _ roE EP EP EP EP EP ————4S ` p Ep EP EP—J \ EP _ E.LAKE HAZEL RD. DWG FILE C.208 — — — -- — — -- -- -- -- ----------- DESIGNED BY BT ——EP———— EP—— ——Ep ——— EP ————EP EP — /— EP EP �p T0B��— EP EP EP EP ————EP—— ~~— r' DRAWN BY JTA -"=� a�=—EtT� oEii T0e� ��EG-—_ z��— EG EG EG EG EG T—EP—— :— —� — - ___—EP————— —————EP—————EP—————EP—————EP ———EP—— EP— — —EP———— P CHECKED BY BT — TOE —TOE TOE TOE ——EP - -TOB TOO TOB TOO ❑ EP— "* ISSUE DATE 08/04/20 NOTE: SEE SHEET C.207 FOR HORIZ.SCALE AS SHOWN IT E. LAKE HAZEL ROAD VERT.SCALE AS SHOWN STREET STRIPING, SIGNAGE AND LIGHTING PLAN Cm208 SHEET 10 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.207(Striping Plan).dwg 1 STREET STRIPING, SIGNAGE AND LIGHTING PLAN BLACKROCK ■ SCALE: 1" = 50'-0"HORIZONTAL SUBDIVISION 75 50 25 0 50 100 r _ a — • CIVIL IN T' NS HORIZONTAL SCALE IN FEET NORTH F7:`� Xx rTOE oe ` =78a` eol= �8`e aol___ __—_Tw ,tir qu als —111 STREET LIGHT NOTES C.� 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN mij • ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE imij BLOCK 9 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND FUTURE LAVENDER BLOCK 9 THE NATIONAL ELECTRIC CODE. am HEIGHTS SUBDIVISION 11 10 9 8 7 6 I 3 2 1 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK.USE THE ONLINE CITIZEN PORTAL AT IMPRESSIVE EAST RIDGE HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO cill I m SUBDIVISION N0. 1 OPEN A PERMIT AND REQUEST INSPECTIONS. o I 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE w 0 I I BASE REINFORCING,BEDDING,BACKFILL,AND FOR THE POLE AND O 0 o ASSOCIATED WIRING. cn N - N I I 4. STREET LIGHT BASES SHALL BE LOCATED 1 O'MIN.FROM j °O o I 00 INSTALL TYPE II I 1 TREES,5'MIN.FROM FIRE HYDRANTS AND 2'MIN.FROM WATER _j � o STREET LIGHT to METERS. a Y — o ' 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. Q cwi) ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO w 13 THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD O LLi m CD E. BRACE DR. COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO co _ 12 — — — — — — — — — — _ — _ — _ I REQUESTING FINAL INSPECTION. o I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY 2 r COORDINATOR(208)898-5500 FOR QUESTIONS REGARDING — I UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. \ / j s r I 7. STREET LIGHTS ALONG E.BOTT DR.ANDS.HILLSDALE AVE.SHALL I BE METERED. 14 � INSTALL TYPE II 1 9 i 3 ,I STREET LIGHT U — ( ) ' INSTALL TYPE II INSTALL TYPE II a \\ 13 2 STREET LIGHT STREET LIGHT z 4 s ( ) 8 10 ( ) L FUTURE LAVENDER I a 4 r HEIGHTS SUBDIVISION 15 I -- y � I I I e \ I 1 I BLOCK 7 BLOCK 8 r 12 3 7 I $ FUTURE LAVENDER I EXISTING STREET LIGHT 16 I HEIGHTS SUBDIVISION I INSTALL TYPE II II I STREET LIGHT I o'S ALL t ( ) I CIS T 11 4 6 I I R62 Ull °N 17 INSTALL TYPE II I I ( I ��f OF O� I STREET LIGHT r W I MIN P-,S' ( ) ui r FUTURE LAVENDER > INSTALL TYPE II ¢ � FUTURE TYPE II CC HEIGHTS SUBDIVISION ¢ I I IMPRESSIVE EAST RIDGE a STREET LIGHT a , z I LU 10 5 ( ) z 5 J STREET LIGHT U w SUBDIVISION N0. 1 m I cc U a o MATCHLINE - SEE SHEET C.208 i 18 H r MATCHLINE - SEE SHEET C.208 �; w LU o % /�\ = o z V� H Iz � 0 } O y I BLOCK 10 I z a o m I,_I z w j BLOCK 7 a I 2 1 o z � p J I 19 9 6 4 z = c� _ I o 0 o z o� O w i I o w e > Uj a w _ __ __ LIGHTING PLAN LEGEND z o LU C N s ¢ O z O LL C) U.) O FUTURE LAVENDER 20 7 BLOCK 8 Existing Type II Street Light z m LU HEIGHTS SUBDIVISION 8 3 FUTURE LAVENDER o cc HEIGHTS SUBDIVISION z I City Of Meridian Type II Street Light-25'Square Steel Anchor Base Pole o 1 w ¢ o 1 BLOCK 9 ar 1 FUTURE LAVENDER o _ 21 = f INSTALL TYPE II 2 / z 1 HEIGHTS SUBDIVISION 1 Electrical Transformer y. STREET LIGHT �) OElectrical Service Box T ROADWAY SIGNAGE CONSTRUCTION NOTES: 24 I OOOTF S, 1 ` 0 ' r • , � � .� FUTURE TYPE II i 22 INSTALL TYPE II \ STREET LIGHT INSTALL 30"x30" STOP SIGN (R1-1) PER MUTCD, Z STREET LIGHT OIJ1 WITH STREET NAME SIGN PER ACHD DWG.TS-1114 Z INSTALL TYPE II STREET LIGHT ( ) \ , �/ 0 "( ) \ INSTALL 25 MPH SPEED LIMIT SIGN (R2-1) PER MUTCD O � O UNPLATTED � " d / Z, $ INSTALL R4-7 (OM1-1) PER MUTCD y z 23 2 /� � � 3 � f 4 \ FUTDRE ® O INSTALL R3 7R SIGN PER MUTCD MEN! z - — 5 Ww E NIDDOTEST L) E. PHENOMENAL ST. - - - - - - BLOCK 6 �_l O m O J 2 I o 7 L ROADWAY STRIPING AND SIGNAGE NOTES = Q z r — 8 I \ 1. Prior To Placement Of Any Pavement Markings, Contact ACHD y w Inspection For Verification Of Compliance With Policy And Existing z Q °E Pavement Markings. o CD 3p1 2. Sign Contractors Other Than ACHD Must Be Bonded With ACHD And 301 1 ALLEY / FUTURE LAVENDER I j _---- Must Obtain A No-Charge Right-Of-Way Permit. Z LJJ z HEIGHTS SUBDIVISION 1 \ C 1�! � r/ FUTURE TYPE W 1( 2LU / STREET LIGHT 3 / LU f • EG \ --30 4 BLOCK ~� ��\ ---- BLOCK4 EG - -E ----EG 5 \ L - G Uj 3 4 5 6W \ 7 Z BETE REM r I I• 'j \ INSTALL TYPE II w aW \ I JI W W I \ q"s l INSTALL TYPE II � STREET LIGHT .9 � STREET LIGHT ••, \ �\�) / I \ / FUTURE LAVENDER i \ E HEIGHTS SUBDIVISION ,. V AlENSO�E PROJECT N0. 20-0610-LH1 "cRETE REMANS I \ I FUTURE TYPE II BLOCK STREET LIGHT DWG FILE C.209 1 DESIGNED BY BT DRAWN BY JTA -I 10 FUTURE LAVENDER CHECKED BY BT 11 \ FUTURE TYPE II HEIGHTS SUBDIVISION \ /04/20 EP / \ F E STREET LIGHT ISSUE DATE 08HOW 7T--" 8 1 14 / \ UT UR E VA`RNSOLEST HORIZ.SCALE AS SHOWN 15 � \ \ I VERT.SCALE AS SHOWN C109 SHEET 11 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.207(Striping Plan).dwg \ _ GRADING PLAN SCALE: 1" = 50'-0"HORIZONTAL I . ------\ � -- ---- a 75 50 25 0 50 100 W MATCHLINE - SEE SHEET C.301 a — — \ \ \\ MATCHLINE - SEE SHEET C.301 IN m \ •� ; \ -- � ■W I ■_— CIVIL INNOVATIONS w \T\ \ H r �\ \ \ \ 7 . \\ \ -2750 — _NORTH HORIZONTAL SCALE IN FEET \ FUTURE E.MAINACHT ST. \ \�, :� - o - - � - - - - +I-� - - - I � Cj - w VQ IIQ I I �� vs II � \ - - - \ \ _ w Ld 1 \ \ - - - \ \ \ � _ -2760 \ � \ \ \ \ \ \ \ \ \\ \ Qom - I �41 SLOPEISTYPG w JI / III // i� I v _ cc 1 ■� ------ ------ f. --- ----- ----��---- ------ \ — \ S \ — — — — — — — — ti FUTURE LAVENDER FUTURE LAVENDER \ \ - \ t \ I \ \ - i / / o HEIGHTS SUBDIVISION HEIGHTS SUBDIVISION w 00 \ _ \ s9 - \ \ \ I/• - - - \ - � - - - 2755 O F- N o co MATCH EXISTING -I / - - - - ---- ------ -- FUTURE LAVENDER -� / - /\ h� J 00 ao - - ------- <----�----- -- -- ---- ---------- \ \ - HEIGHTS SUBDIVISION / I / / m p o0 0 \ \ 4:1 SLOPE,TYP. 1 - _ - - \ --- --- / / — o CZ CZ vMATCH EXISTING \ -- -- I ---®---------- --+-- V v — v ------ v v �55 / I _ / / / LU 4:1 SLOPE,TYP. �I 1 _, - - - - - \ - LU \ I f\ \ 2758, \ \ \ \ /I I I II / / O LL; m Zo FUTURE LAVENDER I I ___ \ - I I FUTURE LAVENDER / Cy') _ HEIGHTS SUBDIVISION I ': f \ \ \ \ \ \ r I I m HEIGHTS SUBDIVISION/ // o �2760� J 2758 v 1, f • - l v � < / i FUTURE LAVENDER \ \FUTURE 'NIOC r POOL "' \ \ TES HEIGHTS SUBDIVISION W \ I r 1 1 >s� i i \�\ Dl 4q l� l\� \ \\\ �' `� O I \ II \\ s o \l y -- ------ - --- --- — Dl4g \ \ FUTURE E.PHENOMENAL ST. f 1 f\ 151 \ \ p0 `L E. PHENOMENAL ST. f �I \/ / r Ww FUTURE �9 / J I / \ F HIDt;OtF ST. l I O / 2755 I r \ -- __ W I\ _— \ 1 �L l • • \ � IST�'+ n n� TEMPORARY DRAINAGE— POND. O 4l� SEE DETAILS ON U)i Al DETAIL SHEET. N I \ FUTURE LAVENDER BTTM POND=2751.50 - �'� /Os��aD�o TOP POND=2754.50 2752 1 s ;l \ I / ��/ //i Sg HEIGHTS SUBDIVISION - /7 \ �2 2757 - O F 755-- N \\\ \ \�\ / / MIN -D co - MATCH EXISTING \ ^ \ - / o 4:1 SLOPE,TYP. \ `�' \\ l \\ I\ -12758- `" 7 -EG --- �» FPS � Fl- lf7 1 I` f \ —'� •— Ia•f � —EG ————Ec •/ / _ �— Ire IN N I i \ \ \ \ \ �- - / 7 / \ 7 -_ ----- -- ��E - �FUT(/REq� \ / l J/ U o CFy_ -----� - / / u, LU f — R meµ• F— vi \ °pNCR� I I I / \ �\ \ /r / W / I / �---- I �x it Q \ O h� z ¢ o `T \ _ \ MATCH EXISTING �I w z \ \ / \ Wa 4:1 SLOPE,TYP. \ o z 2754IW II / z U) E. V AIEAISQ1 / \ � % ` \ � � � o \ � \ -��_+ - \\ \ //� � \ �° \ - - \ 2757 / \/ - i \ \ES\�/ I 1. .' \ ✓ HEIGHTS SUBDIVISION4 W \ \ \ aLUz w a W OC \ O cq U _27\ \\- f \ 2757 I I y D/ `� \ - - - - o w 2q Q h I -2758 \ o � � o _ \ _ \ LU LU 2756 - / \ \ - - \ \ \D128 EP I I I \� \\ < o x FUTURE LAVENDER cc HEIGHTS SUBDIVISION \ o ¢ o0 \ -2752 \ \\ - EG S2 \ ` / \ l,�-- j \ l i ' \ \Sp/-F St.. I \ \ w M P _ I 2jS2 �\tea \\ �♦ / `, ' - - - ` / ///'\\ \ \ \ \ / - -2756 2756 - Iljll _2755 Ir /s� _ �' l i=-h- 30.__ TURFSg9 T L / I \\ \ URF \ \ MATCH EXISTING ��2752\\ J \ 9g 3:1 MAX.SLOPE MATCH EXISTINGo -�� 2755 -- s \ (( -�\� \ / / ~_ \ \ ■ U~� 3:1MAX.SLOPE \ '275�° 2750 -w ��11 \ w�MATC CJi — — Lf) \ P EP \ v — �� \ s. / \ ` N 4:1 MAX.SLOPE n \ �EG l_� ✓ /_///� I \MATCH EXISTING o \� _ \ _ \ o -MATCH EXISTING\�\ _ 4:1 MAX. SLOPE ml T -- \ \\ \ Z_- �o (AT NORTH TOP AEG `z� -- _\ ��EG- -EG O !� OF BANK),TYP. _ -� - - - �755 l \ \ O a ( r \ \ \ EP 0 tFQ T o �� FUTURE LAVENDER I I � UNPLATTED \ \\ HEIGHTS SUBDIVISION I \ \ \ \� II '"\ o I \ \ I \ -- - - - - - I. O o � � \ -'?>ss EG, -E�R\ �� \_ \ / III III \ - \�I Q Q MATCH EXISTING ---� - ---- 1 :1 \ \ I I I _EG o EP_0 0 \ _ \ - �\�G \?7 \ - 3:1 MAX.SLOPE - \ I \ � o O o E \ \ S5 �e`- - - --� / 2155 �Y rIr CD ll _ z --- FUTURE LAVENDER / \ \ ebP o 0 of \ � _ 2755; rGE _ _ \_ \ I 111 I \ \ C 0 0 ---i HEIGHTS SUBDIVISION / L_ rG r`� SS _\� \ \ � I B I \ • IT CDC --, oCD 2753 - - - �\ LU 1q0 �--MATCH EXISTING I �m ii �m - - - - - - \ V I EPo o �� `� - �- ��\ - ��E==A v \ \ Cm �� _ -- MATCH EXISTI 3:1 MAX.SLOPE 27 \ I ii - \ \ \� II \ �C�E o 00 o -_ °a - - � NG\� ✓ I I \ FUTURE LAVENDER 8 SS\ w __ __ I \ / m I \ o ;=o - \ ✓ _ -_3:1 MAX.SLOPE - � \ HEIGHTS SUBDIVISION W I \ �� I I \ GHT \ MATCH EXISTING- 3:1 MAX.SLOPE I I� \ I � � / I 27 •� �_ 27 V` v v \ ------- - 5¢ 53 L \ LU w Q o m r MATCH EXISTING _ ca 1 3:1 MAX.SLOPE I \ 2753 - - - - \ + W I \ - 2753 \ -2752 02� �� \\ �\� SB / SG 1 `� a r• ---- — a.------ ---T---•f------- — — —I'--- -------- -----•--- -------- . ------ -- --- —a------f----- --°f------ -- --- —I'-----•— ----- 'f ------------- ---- --�----- ---- •f •�•------'---- ------- ------- \ \ I ?' f � f y, r. •f .I L •— f .f f. I> f f I,f. \f • l f ; .. 1 1 f 'f - - r ----TOE - h -- ----/ 2748 2747E _ _ _ _ _ _ _ __ I - - - - - - - - - - - 2748 - - 2749. � _� \2750 •. -2751� 2752,, 2753- 727�41I 3:1 MAX,SLOPE_ -- - - - - 0 2 2753��E 2749 EG EG EG\ _ 749 -iG75 roE TnE —--roE — --_ —ro _ roE = y---TO _ --_ —EP— --Ep---- Ep —EP----2VEPEP---- EP--T ` �-� ��--- --- _ �.,��x�� — EP �.. EGC FG EG EGS1 75 2755 EP— 21 P —I—— E —_ 21 Q1=� \ / —— EP—— s=TP—————Ep— ———EP—— P P— — _ P— — — —— —_—_ 27T°B / rc xEnms . __ - ��v 2 °� PROJECT N0. 20 0610 LH1 p EP EP EP�� ` EP EP / / SAWCUT EP EP / A CUT SAWCUT / SAWCUT SAWCU —��— SAWCUT - snwcuT snwcuT/ , E. LAKE HAZEL RD. - - - - - EP--i -EP --- -EP- EP / sAwcuT S uT snwcuT SAWCUT / 3 DWG FILE C.300 2�47 \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ DESIGNED BY BT SAWCUT—— SAWCUT ——_ SAWCUT SAWCUT EP SAwGUi� SAWCUT \ --- — �27 — — — — — — ,i — — 4� — ———EP— — \49 \ \ zS -�P- \ \ G EP _ EP-- -- P -27 —EP Ep - -- �-- - 27q - �2 51- - - 2752_ p ---� _ -EP- --EP - - \ _ -EP-- --EP- DRAWN BY JTA TOEEPA 7 C_ — e�� 47��P— � EP EP EP _8 EP €P �iS \ ————Ep ——y E —— \ ea T6E2/4V "�� EG �(T Zu EG E EP —\ Q �I —————EP—————EP—————EP— EP _ro=—� —_ — ----EP---- EP Ll EP - - - CHECKED BY BT ma�T u� I ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN CITY OF MERIDIAN PARK SITE Cm300 SHEET 12 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.300(Grading Plan).dwg I NOTE: BLACKROCK SEE SHEET C.302 FOR REAR YARD BLACKROCK GRADING PLAN SUBDIVISION NO.1 GRADING AND PRIVATE SUBDIVISION NO. 1 SCALE: 1" = 50'-0"HORIZONTAL SEEPAGE BED PLAN a MATCH EXISTING %--- \- — /- I ! \ \ /\ \ CIVIL N 75 50 25 0 50 100 OVATIONS __ 735 HORIZONTAL TOE — NORTH -- Cj h 0 ti MATCH EXISTING FUTURE LAVENDER 3:1 MAX SLOPE 3:1 MAX.SLOPE / 2748HEIGHTS SUBDIVISION U — LO �U,tlocO�,l��n 3:1 MAX.SLOPE � � �l { �l IIrro I IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1 w�F-S i 00 TN CD 3 � o I I / oYo N� LLJ CD 55 DI 7A E BRACE DR LO CDDI5B DI6B Dl7B N Z 775 FUTURE LAVENDER HEIGHTS SUBDIVISION --- - \-------- ------ -- \ - - ---- O OO / 00 LU MATCH EXISTING—] 4:1 SLOPE,TYP. m 2 2745 6p xo'SAL oCO� l FUTURE LAVENDER FUTURE LAVENDER HEIGHTS SUBDIVISION - - -HEIGHTS SUBDIVISION 0 �2 IMPRESSIVE EAST RIDGE- - - - - Q�cs3 j�I�II-II IF1I\ --aa i\`—'em\s-�I✓=\/\r—/.-\--1i- _\\ \—. //_/I /J II I� II\®II I-1 \-I I•I/��I// O`o I _\/—/// _/II _/ti //_//// �l/`/� I)II I \ IlI I Zmz Uc0_z- �i�20_ 4' NO FSUBDIVISION NO. 1 —————— ————————— --- zQ mmwLL __ -2750 CC w �;wwa MATCHLINE - SEE SHEET MATCHLINE - SEE SHEET C30 w z Ay o cc za LU — - - — — — — — LU 2760 MATCH EXISTING � z� 4:1 SLOPE,TYP. w / �w CD z ------ � a o w L- L \ ---- - \ = a LU v°�o � w—.1. ¢ z o n LU cDLU --- -- It= FUTURE LAVENDER MATCH EXISTING -- L---------- ----- ------ HEIGHTS SUBDIVISION a 4:1 SLOPE,TYP. z o _ _ �----- ---®---------- L _ LU 8 177 FUTURE LAVENDER LAVENDERFUTURE HEIGHTS SUBDIVISION HEIGHTS SUBDIVISION/ TOE 2758 SL LU COD NONE - -------- - ----- , g4 D NONE J�r 0 FUT O Sb CD COD o �Ca WN FUTURE LAVENDER — CD Cm HEIGHTS —/U,S TU\U B\IDII I�II\ V I S I 1II4 q`O II IN J/ /l /\\/ I III vI I II I I I W 2757 DI L--- UNPLATTED } -i2758- EG W FUTREA <E\ 56 U ZW MATCH EXISTING 4:1 SLOPE,TYP. ill V275E \E Sr FUTURELAVEN'DER HEIGHTS SUBDIVISION PROJECT NO. 20-0 610-LH1��J57 DWG FILE C.301 — DESIGNED BY BIT BY JTA 56 P 6 FUTURE LAVENDER CHECKED BY BIT SUBDIVISION S ISSUE DATE 08/04/20 P HORIZ.SCALE AS SHOWN -2756 VERT.SCALE ASSHOWN- co 2760- _ ___Z755Cm301 SHEET 13 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.300(Grading Plan).dwg I cs CD CD cs CD cs co M M CD M M = BLACKROCK cs cs CD CD cs cs cs CD cry cs CD cs 0cs cs z z z z z z z z SUBDIVISION N0. 1 z z z z z z z z z z z z z z z c w a n o In ao 0 co d1 (D O O CD V clI DJ CAD ? V CD O_ lf7 CD 119 ., N r M (D } M r LCR O N N N N N O O O O d7 O O d1 O F W I� I� I� CO (D LCJ V -,*- -IT V 1 L/') ll'7 lfJ 11") 117 N N N V � V V V It f r r rl O r\I � � � r � ti CM Cq ti� N N N N N N N N N N N N N N N ,� N N N N N N N N N N77"701- , - 2752.66 FG/GB- - ---_ _ _ °_- -_-- E°, - � -- -- �-�--�° 2751.31 FG/GB-°° ----- � _ -- � -- °° -- - "° - -� � \ \ -- =2753=-- ° _ -- - - - - _ _ __ _ - - - - - - - Cj ---- "° --- --- _ _ ----_- - -_- -- � _ e01 a°� 2750.30 FG/GB � � _ g � a° _ \ - bE TOE -f0� TOE'- �6F-------- TOE - ------ - ------- - -- --- --- - - �QE. Tnr ------ TOE __-_-TOE -- 0E= ��_TOE -- - - -_ O= - �= -L /G -- E =1= - - =2753= _2751.66 FG/GB--T°° -----T°a - - - - - - _ - - - _ _ _ �� _ ----- - 274410 FG/GB - - 1.0% -T°" -==-� --T°" ----T°" - 2750.31FG/GB=_=�_===T -- - - - - -- - - _ o - 1.0 2749.30 FG/GB- �� T°e - - -T°e 2748.13 FG/GB- __ v3 e01 - -T°a ----- ----_ ---T°e -- - 310 =__ - - - - - - - - - - - - - 1.2°/ 0 1.7% - - 2746 31 FG/GB' °a 274 . F 2752.66 FG/GB `o PSB 11- 2751.31 FG/GB PSB 10 2750.30 FG/GB - - - - - - PSB 9 - - - - - - - - - - - - - - _ - - PSB 7 T°° 1 OE ------- ----- --------� ------------ 274913 FG/GB 2747.31 FG/GB 2744.10 FG/GB -- ------------ ------------ - --------- - --------------- ----- ----------------------- -- -- - - --- --------------- ------- ------- ------------- ---- - ------- FUTURE PRIVATE -- __- ----- -- I 2750.80FG/GB 2749.96FG/GB \ ------------- __ ---- _ SEEPAGE BED � 1 __ _ _-_------- ----- -------- 2752.19 FG/GB I I � 2748.19 FG/GB _ � __ ___ - INSTALL NYOPLAST 8"DRAIN BASIN \ INSTALL NYOPLAST 8"DRAIN BASIN I ---- INSTALL V-DITCH_ INSTALL NYOPLAST 8"DRAIN BASIN (1'DEEP) /----___ _-_ _ -____ T -------- - -� � I WITH DUCTILE IRON GRATE I \ WITH DUCTILE IRON GRATE -{____ -_r--- 2755.80 FG/GB 3:1 MAX. SLOPE TYP. WITH DUCTILE IRON GRATE WITH 4:1 SIDE SLOPES,TYP. 3:1 MAX.SLOPE TYP. / --- _ o - - -- I ( ) RIM = 2749.38 \ RIM = 2746.40 ( ) '-- Z T T RIM =2750.36 I INSTALL NYOPLAST 8"DRAIN BASIN 00 \ 4 INV OUT(W) = 2747.55 4"INV OUT(W) = 2744.57 I -'--- \ 4"INV OUT(W) =2748.53 INSTALL NYOPLAST 8"DRAIN BASIN I I WITH DUCTILE IRON GRATE 2747.77 FG/GB ----_ O F- Cv o 1 \ \ \ 00 WITH DUCTILE IRON GRATE I I I I RIM = 2743.25 � I o N \ \\ RIM = 2748.19 I I I I 4"INV OUT(W) = 2741.42 O� I oo \ BLOCK 9 \\ \ 4"INV OUT(W) = 2746.36 I I w m p o LU LU FUTURE LAVENDER I 1 \ \ \ I I w I Q � -- HEIGHTS SUBDIVISION I \ 11 � r s LO � 101 N 9 8 �I 00 I m LU LO \ rn \ O z I N \ N c�� N N �- (� v ti N �'�,z I LL O N i CD = I Z C \ ' INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN WITH DUCTILE IRON GRATE WITH DUCTILE IRON GRATE WITH DUCTILE IRON GRATE BLACKROCK WITH DUCTILE IRON GRATE WITH DUCTILE IRON GRATE WITH DUCTILE IRON GRATE RIM = 2737.22 RIM =2731.05 RIM = 2731.05 SUBDIVISION NO. 1 RIM = 2738.09 RIM = 2741.70 RIM = 2743.53 4"INV OUT(W) = 2735.39 MATCH EXISTING 4"INV OUT(W) =2729.22 4"INV OUT(E) =2729.22 4"INV OUT(E) = 2736.26 4"INV OUT(E) = 2739.87 4"INV OUT(E) =2741.70 I v vvl/� cs cs co cs CD CD co cD CD co CD cs cs cs cs cs CD co cs CD CD r� crs co cs cs c� co cs c�c� c� cv cs cs cs CD CD cs' cD co CD z z z z z z z z z z z z z�z z z z z z z z z z z z z z z z zz z z z z z z z ;C0 z z z M CO ' O M D_ O V W) O O O O d7 M N M -M N O I M I` ED I N O M lf) O M M M Uf C•M M N C"D y M M [0 a0 V M o0 N cD ER aO I` O CD o0 l V I M fD V CO oD[O \ N M N co CL / CMD ti m r M O F N N N M lfJ CD fD cD cp I- C0 M O OW cD nN N N N N N N N f� f`M co co � n r-- n N_ r- I�-I.- f� / � f� f� f� N N N N N N N N`N N N N N 30�- N N N01 - N N N NN N N -N N I� N N N N N N 1 -- - - - - - -- -- -- - - - - NAL / � \ /� � \ � \ � R \ 2735- / � ' - - - - - - _ / � - � � - - �_ _ / � / 2745.13 FG/GB / �J e 2744.10 FG/GB- "°, / / 2737.93 FG 213 FG/GB - - T- --- E.--- � , - 2738.88 - - - - 2742.60 FG/GB2744.49 FG/GB 2744.95 FG 2744.13 FUGB 7 _ - - ---- - ----�--- --- - /1 / FG2743.10FUGB--- °" - - 9%-;0 �T°E -_- 2736.93FL v - _ T° ---- -- ----- ------ --------- - ---------------- -- -- - NGti1 2732.05 FG/GB 2732 05 FG/GB / -2737.88 U B .1% 6 . _ 2741.60 FL/GB 2.1/ 2743.49 FUGB 2745.13 FG/GB_ �W PSB 6- - ` - - %-E ---CO' - /� _ °�o 8 2743.95 FL0.8/o - ��0 � 2744.10 FG/GB --\ 2�37.93 FG ---5--- - - -- -- --- --- / / _ ---�-\- °E - 274 - ---- PSB 2 - ---�-�ao - - - - - �� - --- -- - -------- ----- -- ------- ----- -- --�- -PSB31.05 FULP 2731_05SULP - -�-/ -- -- y 27 8 F8 G/ PSB 3 62 0 FG/GB 2744.49 FG/GB 2744.95 FG/GB 2745.36 FG/GB _ - �I„ GB PSB 1 --- _ \ >°E - --- --- ------ ------ ---------- ----------------------- _- 2.2---- 2746.80 NG� INSTALL V DITCH(1 DEEP) 2732.05 FG/GB 2732.05 FG/GB / / INSTALL V DITCH(1'DEEP) _ - - - - - LL WITH 4:1 SIDE SLOPES,1 \\ I 2731.15 FG/GB/ I I / - CO C'0 c I � �� OF �� Q � WITH 4:1 SIDE SLOPES,TYP. / // f O / / \ / �, _ _ N I 2747.37 NG EMI�T P IN --- -- I G- \ \\ I 2745 / / - - - - I / / / I 2747.77 FG/GB ----__ j ___� ---/ - - - ------------ - - - - I w _ I I \ 2740 / / 2747.93 FG/GB 2748.80 FG/GB- 2747.90 ON O� I I 1\---�_- _ \ I ----- 2747.71 FG/GB i - 2751.09FG/GB j _ - - ----_ / I � Q I / / / / / BLOCK 9 �i I 2748.23 NG LU MATCH EXISTING LU W o I 3:1 MAX.SLOPE TYP. -_ 27 \ I -- 1 / - - 2752.93 FG/GB /I Lw I ( ) 2747.34 FG/GB \ 47_ \\ \ \ / I 2747.51 FG/GB 3:1 MAX.SLOPE(TYP.) / / / I I = o z // -2747- - \ I I 1 1 0CL o m 6 \ \ -- 2745 4 / / 3 2 1 Y 1 I rn z > I 1 / 8.00' 5.o0'TYP. z < o /l - - - - 2748- - fi oz it \ \ V A ��v , III / / - - 4' I 1 woU \ \ \ 2747.03 FG/G B ---__ / - - u11 \ \ \\. \ II I / / / / / y/ / N / 1 z � U cn <C I \ \ \\ 2747.12 FG/GB 2747.16 FG/GB I ae \ \ ` \ �� \ -- - I I / / / / �1 0 z \ \ \ \ \ \ 2747.14 FG/GB I / o w > \ \\ I I I / / / / / 3:1 MAX.SLOPE TYP. 1 m E CC z o a a � v � < 2T w 2749.57NG C) � z 2752.93 FG/GBH 2749.731NG cD mLU Q51 \ \ CC \V A \V A \v \\ \�V�� I �• I / // / / I I // / / = I I < z LU � _ _ X o 275 o.so NG " 1 \I I IMPRESSIVE EAST RIDGE E r V A V A\ \V V A\ / / / // / / C'i / / / F C2 I Im ■ I I SUBDIVISION N0.1 2747.14 FG/GB I � C I� I II O L2747.77113413 \ \ \ \ 2747.34 FG/GB\ \ 2747.03 FG/GB 2747.12 FG/GB 2747.16 FG/GB I I o / / 2747.51 FG/GB / / 2747.71 FG/GB / / /2752.93 FG/GBH CNJ�N N r27511 NG ° S ° ° \ ° S ° °° \ °° ° ° ° ° 1 o`MW I ° 1 ° ° / 1 ° l 2747.93 FG/GB �/ T P ° 1 ° ° t-+2752.25 NG Z 112752.28 NG NG O Q \ \ \ \ \ DI 6A \\ I DI 7A I \ \ \ \ \ I I / I y \ \ \ \ \\ \ \ \ I 2747 I I \ \ \ ; \ \ ° m \ \ \\ \\ 2747 w - �E.BRACE DR. \ \ - - - I I I \ \ i / f I - - - - \\� - \\ \ 2748.80 FG/GBi I / LTI III I w \ \ - N / N T I m c) LU I II � 1 _ \ \ \ \ \ \\ \ I I I I \ \I \ 2748 ° j N / I �2752.06 NG\ \ = Q � \ \ \ \ DI 6B / DI 7B I I i\ \ \ I / / I ACn \ - m \ SB6 MW ° ° OSG 6 \° Q i / I O G 70 ° ° \ \ ° / j co 2752.92 NG // = LJJ C r3 ee oe ° MW 1 1 \ �2752.78 NG / z S I C" 1 Q 1 < N I N N Lu F / - - p 2752.93 FG/GBrt - 2752.21 FG/GB p_ GRADING CONSTRUCTION NOTES \ \\ \ \ ° N ` II• I / / / / I / - /I } 1. Prior To Commencing Site Grading Or Foundation Excavations,All Building \ \ \ ° $G 8 I 1 / / I \ I ° 1 \ 2752.93 FG/GBH /---_/_- 2752.30 FG/GB m Areas And Fill Areas Should Be Stripped Of All Debris,Vegetation,And -- -------------- ----------------� / / w ---------- ---------- ----------------f----------- -f-- ---- °° ° ° / Undocumented Fill. \ \ ° I I I I // / / / / / \ ° \ W °C 2. Fill Placed To Develop Building Pads Site Grading Should Meet The \\ \ \ \ DI 8B DI 8A I o I / / / / \ \ 2751.09 FG/GB Requirements For General Fill.General Fill Used For Site Grading May Be ° Obtained From On-site Excavations Or Approved Borrow Sources.General Fill _ Shall Classify According To ASTM D2487 AS GW,GP,GC,GM,SW,SP,SC, \ Uj $g 8 I° I SM,ML,CL(Or Combinations Of These Such As SP-SM)Materials.In \ \ \ 11 I I° / / / / / // I \ I ° 2752.93 FG/GB� _ Addition,The General Fill Material Shall Have A Maximum Particle Size Less \ \ / / / / / / \ \ ° 2752.52 FG/GB- Than 4 Inches And Shall Be Free Of Excess Moisture,Organic Matter And / / / / 1 \I I/ Debris. / / / \ °f 2752.93 FG/GB 4 N Materials That Are Frozen,Contaminated,Contain Excess Moisture,Organic SEE SEEPAGE BED TABLE ON THIS SHEET FOR SEEPAGE BED LENGTH I I / / / \ \ ° ° j N Matter(Such As Stripping Or Roots).Trash,Debris,Stones Larger Than 4 // 4 MMI °�° ° ° S . \ Inches,Or That Classify By ASTM D2487 AS CH,MH,PT,OL,And OH Are Not Suitable For General Fill. NATIVE BACKFILL NATIVE BACKFILL PROJECT N0. 20 0610 LH1 1.0'MIN. 1'-0"MIN. 1.0'MIN. PRIVATE SEEPAGE BED TABLES 3. After The Removal Of All Vegetation And Prior To Any Placement Of General DWG FILE C.302 Fill,The Exposed Subgrade Should Be Uniformly Scarified To A Minimum SEEPAGE BED N0. SEEPAGE BED N0. DESIGNED BY BT Depth Of 8 Inches,Moisture-Conditioned As Necessary,And Compacted To 6"MIN. 2"DRAIN ROCK________________ LENGTH WIDTH DEPTH LENGTH WIDTH DEPTH A Minimum Of 95%Of The Maximum Dry Density In Accordance With ASTM INLET FROM NYLOPLAST _ 4"NON-PERF.PIPE - ------------- 4"PERF.PIPE --------------- CAP END (PRIVATE) (PRIVATE) DRAWN BY JTA D698. 8"DRAIN BASE SEE PLANS THIS SHEET - PSB 1 42.0' 3.0' 4.0' PSB 7 20.0' 3.0' 4.0' CHECKED BY BT 4. After Site Preparation Is Completed,General Fill Should Be Placed In 8-inch WRAP DRAIN ROCK IN NON-WOVEN GEOTEXTILE 4' 4"OF 3/4"PIPE BEDDING TOP AND SIDES OF THE SEEPAGE BED Maximum Loose Horizontal Lifts And Compacted To At Least 95%Of The 2"DRAIN ROCK PSB 2 20.0' 3.0' 4.0' PSB 8 20.0' 3.0' 4.0' ISSUE DATE 08/04/20 Maximum Dry Density L Determined By ASTM Pa Shoal698 Stand Proctor 2"DRAIN ROCK /\ 1REAR YARD GRADING AND PRIVATE SEEPAGE BED PLAN HORIZ.SCALE AS SHOWN Compaction Test.Each Lift At Each Building Pad Should Be Documented For PSB 3 20.0' 3.0' 4.0' PSB 9 20.0' 3.0' 4.0' Density. 3' SCALE: 1" = 20'-0" HORIZONTAL VERT.SCALE AS SHOWN SEEPAGE BED PROFILE VIEW 5. General Fill Placed Within Roadway Embankments Should Be Placed In 8-Inch �� PSB 4 22.0' 3.0' 4.0' PSB 10 20.0' 3.0' 4.0' r 30 20 10 0 20 40 Maximum Loose Horizontal Lifts And Compacted To At Least 95%Of The LOT DRAINAGE SEEPAGE BEDS DETAILS SEEPAGE BED SECTION VIEW Maximum Dry Density As Determined By The ASTM D698-Standard Proctor 1 PSB 5 26.0 3.0 4.0 PSB 11 20.0 3.0 4.0 CIVIL INNOVATIONS C302 Compaction Test. NOT TO SCALE NORTH HORIZONTAL SCALE IN FEET PSB 6 20.0' 3.0' 4.0' SHEET 14 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.302(Grading Detail Plan).dwg 2753.55 NG 2753.66 FG/GB /7 2j a \ \ \ FUTURE LAVENDER \\ 2753.68 FS/GB / S8 2753.16 NG 275376 NG a o HEIGHTS SUBDIVISION 2753.07 NG \ 2754.06 FG/GB 2753.76 FS/NG a \y / 2759.02 NG \ 2754.08 FS/GB \ 10+08.66,24.98'L 5N o 2753.78 FS/NG \ (MATCH EXIST.) w 275383 NG \ \ ?758 3B HC \2754.45 NG ------------------ 275318 NG / I 118 FS/GB r0 \'� 0 2754.1 2755.23 FG/AP/GB 2753.73 FG/PT/GB tie R 21 0 2754.28 FG/GB ~ 2758 +0p 0p 16.50 / L - \ 2757.02 FL/GB Cj 2754.94 NG 275- FS/AP/GB FARR LATERAL 2753.75 FS/PT/GB � / o� / 2753.60 NG \ \ f ?758 r o� 10+08.66,17.00'L 2754.04 NG 52aFGIPeQNN - - - 2754.48 FG/PC/GB - ' - p� / ap I \H/D�pT f s 10_1.° ?E)pC/HP -,oa 2754.50 FS/PC/GB 15 SIP -_2755 - _ 0 13 ' oEP O o o O O 2° - _�__ - o O 2753.85 FS/PT/GB 10 0 o�_ _- -_2754 2753.95FG/PT/GB \ f00.00, d i oo �P 2755 EP -�� _00 00 00 0Q - --- --- oop, ° o o 2�58 ?7 \°•00 0 \ \ s9� \ 2754.23 NG 2755.35 FS/AP/GB �� - eP -a - " C0.2 0 o O q o O o O Ep 2753.40 NG / a 58.3BAC \� \ \ i ■� 6°h - - - - - - - E -'=rEP O o O /P \ 2754.48 FG/PT/GB �' a _ i NQ 2755.45 FG/AP/GB - - - - - O 1p+00.00, C 2754.50 FS/PT/G� i�o ° 2155 SpF�PPe1Ne 275 94 4 NG55.04 NG \ - - - _ \ \ / / o w a \ r0758•rBEP/p�/HP /`� \ � \ \ \\ l 0 0 5 2754.60 FS/PC/GB R=225- i o O t1 5. 2754.70 FG/PC/GB O I S 2�60 00.0 w ao0 \ \ 2754.37 NG R=235' p I - - - \ 1p.00 r, o 0 55' a s ?75g ,, T - U, O / 2754.60 FS/PT/GB 2� - _ \ \ / a a 3p \ Ora / 2754.70 FG/PT/GB - - - - _ FUTURE LAVENDER O \ �� a \r0�0 gC d� \ \ \ , \ � .o 2754.46 NG \ i - \ \ \ \ 10 5697 FUGB R y \ FUT\ HIDr\T\\ Y oN 0 HEIGHTS SUBDIVISION ° / ?7 16.5p, REE E\ m p i 0 R - J J R=40' 1 \ 0 w m O co O R=105' \ - - - - R=95' \ 2C T FUTURE LAVENDER 2756.10 FS/PC/HP I � HEIGHTS SUBDIVISION \ \ - - J O 8 a m � � 2.0% W 2756.08 FG/PC/HP o 2755.62 NG // wAm ra 2755.65NG / - \ - - - - - - - - \ a ° 4 � 4 oor� o / ~ 2759.68NG 2756.30 FG/PC/HP - a W 4 4 O 4 /m 10+62.83,29.96'L mM 4 W o A. o c* I - - - - - - - _ - - - - - \ \ 8 ro � a � o M/ W ,� W 4 0 (MATCH EXIST.) \ 0 2756.20 FS/PC/HP FUTURE E.BRACE ST. \ 1 � � - _ - - � �I N co H a /� m tri w Iy N SON O_jLN O ^ 404 � / T ro. 1 11�° \ \I - - - °>do Af ,� 4 0 o / w o0 10.00, / N o 0 / O H �'/^ M M rrf0 <r N M 0 / w i 0 Ir $ \ \ \ ----- NOTE: C3 a T/ / I OW 1 \ \ \ 1.PATHWAY CROSS SLOPES z 2 CL 0.00' \ \ 2757 a l I N/ I 1 \ \ \ \ + + cc SHALL NOT EXCEED 2.0%. m a \ w �\ 2755 / xoN AL 1 \ \ 5'LANDSCAPING 10'-0"PATHWAY 5'LANDSCAPING \ \ \ \ 1 r+ 7g Gg W / FUTURE LAVENDER 1 \ 2.NO CROSS SLOPE \ \ 42'73,26 5ca �2 / / HEIGHTS SUBDIVISION __ ALLOWED ON LANDINGS. 1'LANDING T LANDING \ ?756,6p F 2p R ti� �% LU 2%MIN. 1 MPx \\ �js9\ \ 1+51.33 W CG/PC / °� l l Ull„ ��0 62 o/ \II o \ \ \ z 3:1 MAX. 75654HgBC 00'R i f i \3p l MATCH EXISTING `� 3. \ - - - _ �fY \ 11 40./P 56. W 4:1 SLOPE,TYP. OF m of 1 \ o= FARR LATERAL rM - \ �54. 00' �e 78 �� a \ V_ e � i \ 33, R 1 r ?7 fG/ l r \ 11 \ \ \ \ 2 1/2"ASPHALTIC PAVEMENT \ ?756g2 L/P E _° +45.93,23.80'R_ l / EMI N P �� \ ro \ \ \ � \ 4"OF 3/4"MINUS CRUSHED GRAVEL \ r 1�553 / R \ \_ \ 9"OF 6"MINUS PIT RUN 3 24568, / l ,l COMPACTED STABLE SUBGRADE 11 FP/GB \ \\ \ \ 2760 \ \\ \ r1�6433A0 0 \02% N� \ +4g•33,22.O0R / o LU ASPHALTIC PATHWAY DETAIL UO R \ 0.2% / W l CC � C o ?7 / Lu L.0 2.0 1 111 0 1 1 \ \ NOT TO SCALE \ / 11+/ /y1�/,2.0% = 2-- 2 } N \ 233 \ / zCLJ m 1 1 -- -- ?756 40.00' °b > b o \ \ 11 1B FS/pC R r > l z > \ ��4.3 d / wzz 0 1 11 o W 1 \ ?756 3,40.0O'R 22% l\ ' \� LU o 1 1 \ \ \ 1 r 20 FG/fG%p \ _\ 11 I111 0 1\ \\ \ \ \\ �>>33I40.0O'R i ?7559\ - - - - -2759= SUTURE\V \ 2 o 1 \ \ \ \ r275q•9?FUGB s 11+s0.33,22°P/GB / CL °C z L o \ \ \\ f\ \ FUTURE E.MAINACHT ST. f \ 2756 85.g3 26 ?755,92 f °RW / \ , z a N w 1 \ \\ \\ y \ - - - , 20R R,3p, o /r1f82.7323.8pR / l \ \\ oLUz 1 ° LU IVVII /i\ - - - 2758- 2.0% LU z o A. w ¢ o O LU U) J - I� C3t o41 ,'; M W / 2755.40 2755.38 FG/PT t o 2154.92 NG \ \ \ o w a 4 0 o N W Q 10.00, W W 10.00, / l ■ 2754.90 NG - - 4 M v o 2755.60 FG/PT \ __t_- FUTURE LAVENDER \ I / \ '� `"' W 4 0 2755.50 FS/PT \ \ HEIGHTS SUBDIVISION \ a dNt H ' W W FUTURE LAVENDER O R=135i \ FUTURE LAVENDER \ \ Q \- \ I 13 ?FUGB N ^ + H co ci oo O R=125 \ ?753.7 ^ +/uN a o HEIGHTS SUBDIVISION ° \ HEIGHTS SUBDIVISION \ \ W \ OF- +1538, 1jGO 0 N N T W 4 4 00 - -r35S0j cs Arw CD o \ 275396 NG \w �� I°it s 27571a 1 ?75 29.Sp R C// o \ \ 2755.00 FG/PC - T +2 92 FIV 1 % W a T a h \ \ \ \ 13 20 \ _ \ `�` 1 2755 8 66,2 _� 20% l ^ + v CD c \ \54.90 FS/PC \ \ 1 \ \ BLOCK t 1 ° ?75 4 50'R �� N ` \ 275388 NG \ \ \ 1 I: . .{ 9 E, r3 4 76 RC W 25.0% o 2754.80 FS/PC o \ \ \ \ j _\ VA�f sr +2s.66 R ` 12+65 83 30.36'G ZD 2754.78 FG/PC FA 27560 F FG/GB \ \ \ f y HSp`f 5q SB 16.50, �Q MATCH EXIST. 2754.60 FS/GB \ � � ?7 / / ( ) � � � 2753 69 NG \ \• o \ -- -- \ wt' 2�55 13f28. FG/PC/HP <,,h ■� Q z 2754.50 FS/GB o \ \\ \\ 1 j° \ , 0.4% 275 66 130 p ^ ZD 2754.48 FG/GB `P ° 2jSA\ \ \ \ �� 4.Bg EP/p R EP �j cn F- �\ \� o o \ \ v - - \ \ _ - �+c \\\13�2s 66 C/HP j R=40" 275J.54 NG 2jSq\ a \ ��s - \ ? \1p 00' /o `� Q 754,E R 0 IN �°k �'`o \ 13+28.6AC/pC/HP 4% _ �/\ �� \ Q 0 CD EXISTING FENCE �1 \�� o F \ \ \ \ w 2754•6 6 000 �.(/o \ \ / / = w 2E CZ 2E MATCH EXISTING �\ \ E. PHENOMENAL ST. +28.6g 10 s O \ \ \ \ \ FUTURE E.PHENOMENAL ST. I 2757 r3 4EP/pC/ N \ \ w 3:1 MAX.SLOPE o P\ \ /12754.22 NG / \ \ - - f 0p'� EPEG F 2754.70 FG/AP/GB \ T _ - - - 4 76 HC EG i \TUREE GRADING CONSTRUCTION NOTES PROPERTY �\ o 2754.60 S/AP/GB, \ \ T r3 �A� w w ,'r +28'66 rs. / - \ENSo� W - 50 / �� - EST FARR LATERAL o �27 \ a i - _ 27$g92F� O / / s>\ 1. Prior To Commencing Site Grading Or Foundation Excavations,All Building 2754.50 FS/AP/GB S4 - \ 13 Areas And Fill Areas Should Be Stripped Of All Debris,Vegetation,And EAST TOP 2754.48 FG/AP/GB o \ 2755 \ v� / • +28.66,24 N z �\ \ \ , \ -� -? 50 \ - 2753.67 FL/GB �\� 3SCALE: 1" = 20'-0"TEMPORARY TURN AROUND GRADING RIZONTAL W Y Undocumented Fill. OF BANK,TYP. \ F - - - / � \ I • /__ '°I �� 2754.1/ NG \ o r%e - \ ° \ 275? _ 2. Fill Placed To Develop Building Pads Site Grading Should Meet The \2�S4 °�� \ \ n� \ I \ 755.Or B Q < 13+20.01,17.00,L Requirements For General Fill.General Fill Used For Site Grading May Be o _\ 2�Sq y5 \ / \ N \ ` \ 13+2g 66 \ 30 20 10 0 20 40 Obtained From On-site Excavations Or Approved Borrow Sources.General Fill o %1 v \ s \ \ 29,5p,� 2756.36 NG ° 2753.98 NG FUTURE LAVENDER \ \ \�� CIVIL INNOVATIONS Shall Classify According To ASTM D2487 AS GW,GP,GC,GM,SW,SP,SC, \ o - \\ 13+20.01,27.77 L 275 HEIGHTS SUBDIVISION 2752 \ \ N ` NORTH HORIZONTAL SCALE IN FEET W SM,ML,CL(Or Combinations Of These Such As SP-SM)Materials.In 4.8 I 1 -\ �� 2756.38 NG Addition,The General Fill Material Shall Have A Maximum Particle Size Less Po,\ SFS7Gg \ \ _ _ _ h Than 4 Inches And Shall Be Free Of Excess Moisture,Organic Matter And FAR ?�Sq,2�54� ° - 5 2j 5\ y \ \\ \ \ 13+25.04,24.77'L Debris. RIgTFR \\4.�3FFS/GBH o SF0/gg I B 01 co 6 � o aj 2154.IS NG N ° o Materials That Are Frozen,Contaminated,Contain Excess Moisture,Organic 0,2� EP L, 1 ,�3 I 3 8' 3 10, 10' 3' 8' Matter(Such As Stripping Or Roots).Trash,Debris,Stones Larger Than 4 2753.76 NG \ S35FS7 \ ti 1 C DRAINAGE SWALE GRAVEL GRAVEL DRAINAGE SWALE Inches,Or That Classify By ASTM D2487 AS CH,MH,PT,OL,And OH Are 2� GB Fa IN `" a Not Suitable For General Fill. 4' 4' 4' 4' PROJECT NO. 20-0610-LH1 3. After The Removal Of All Vegetation And Prior To Any Placement Of General _ 0 2�5545 m 4• DWG FILE C.303 Dept The Exposed 8pInches,Moisture-Conditioned Should Be Uniformly Nec Necessary,And Com Minimum pacted To 2754.87 NG �2jSS;\\� ° F5i0B ,\ MATCHFXj try° 2% Mp,'(C 1S1 DESIGNED BY SIT A Minimum Of 95%Of The Maximum Dry Density In Accordance With ASTM \ \\ ,553SFS 6B a 2� \ 4:1 MqX 4.�{AIaX• 4 r MqX q;10J D698. DRAWN BY JTA 4. After Site Preparation Is Completed,General Fill Should Be Placed In 8-inch ! �/272j SS25F \` \o q ew/0e WII / \ F ASTM CD _ CHECKED BY SIT Maximum Loose Horizontal Lifts i And Compacted To At Least 95%Of The SS23F�,SGB C4 o 1 1 )\ C33 IN.)FIL OR SAND F ASTM 2-1/2"OF ASPHALTIC PAVEMENT q C33MIN.)O SAND ISSUE DATE 08/04/20 Maximum Dry Density As Determined By ASTM D698-Stand Proctor WALKING PATH GRADING PLAN (SP-3,0.50 INCH�")MIX,PG 58-28) Compaction Test.Each Lift At Each Building Pad Should Be Documented For 2B - T 4"OF 3/4"MINUS CRUSHED GRAVEL T HORIZ.SCALE AS SHOWN Density. 2754.02 NG Wjge SCALE: 1" = 50'-0"HORIZONTAL \ j 3'(MIN.)OF 6"MINUS PIT RUN D 10"OF 6"MINUS PIT RUN 3'(MIN.)OF 6"MINUS PIT RUN 5. General Fill Placed Within Roadway Embankments Should Be Placed In 8-Inch ;2754 I, GRAVEL EXTENDED INTO FREE D GRAVEL EXTENDED INTO FREE VERT.SCALE AS SHOWN 75 50 25 0 50 100 �\ •'I COMPACTED STABLE SUBGRADE Maximum Loose Horizontal Lifts And Compacted To At Least 95%Of The _4 \\ + + n DRAINING SAND AND GRAVEL DRAINING SAND AND GRAVEL Maximum Dry Density As Determined By The ASTM D698 Standard Proctor CIVIL INNOVATIONS ��SQ \ ` TEMPORARY TURN-AROUND SECTION C303 Compaction Test. HORIZONTAL SCALE IN FEET _ NORTH \\ NOT TO SCALE SHEET 15 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.302(Grading Detail Plan).dwg I BLACKROCK SUBDIVISION NO. 1 W 21 PIRR 88± PIRR ---roe -- --TIC -- =ITS - ----o PM R TOE -_-RR TOE - - - PIRR PIRR PI PIRR PIR 171RR PIRR -- i 0 E - O - p --TO T - -- ----TO" �&E BLOCK 9 n 10 9 8 7 6 �\\\ I � 3 2 1 co o T T LJ.J C� T O N C? o \\ I I Q 00 00 SC = 18+73 SC = 17+71 SC = 16+75 SC = 15+61 SC = 14+55 \\\\� SC = 13+58 SC = 12+68 IMPRESSIVE EAST RIDGE °O EE SI =2745.19 AT R/W SI = 2744.78 AT R/W SI =2744.31 AT R/W SI =2743.85 AT R/W SI = 2743.43 AT R/W \ SI = 2742.95 AT R/W SI = 2742.59 AT R/W SUBDIVISION NO.1 a Y cm o SC = 10+42 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 a Fj _ SI = 2745.26 AT PL (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) ° ° ° ° ° Er LU SL= 20.0'TO CAP ) (4 PVC @ 2/°MIN.) (4"PVC @ 2/°MIN.) (4"PVC @ 2/°MIN.) (4 PVC @ 2/°MIN.) (4 PVC @ 2/°MIN.) I ¢ cnCD c (4"PVC @ 2%MIN.) I I c 1 Im O ui m O SC = 11+95 Cy') _ c c o SI = 2742.35 AT R/W 1 V o o SSMH 15 ° O S ° 4 S ' S S Lq S S� s' o s o s s s SL= 52.8'TO CAP r ' SSMH 5 o T s mo T I c T (4"PVC @ 2%MIN.) Lr; 116 Lri s w w w w w w w w w w w E. BRACE DR. M 146.3° 146.3° SSMH 4 SSMH 3 SSMH 2 - -19 15 - - -14 - - 13 - W SS SS SS SS SS SS SS SS SS SS SS y ro, 90.0°0 90.0 143.0° 123.8° 3 90.0° 90.0° \ - I o o SSMH 6 a 3 o 19+89 146.3° 1 z SC = 10+56 1 2745.58 AT R/W PIRR PIRR --- -- - I PIRR �-o -- �_ PIRR PIRR \ SI = 2745.49 AT R/W 33.9'TO CAP .s SL=47.5'TO CAP o � 'C @ 2%MIN.) 8.00' y 3 o m ss (4"PVC @ 2%MIN.) N 10.50' \ SC = 10+69 SC = 10+71* co; 1 SC = 20+16 SI = 2745.11 AT R/W s SC = 10+74 y SI =2745.98 AT R/W 13 2 SL= 33.5'TO CAP SI = 2743.31 AT R/W SC = 10+77 r SL=48.5'TO CAP SI =2745.51 AT R/W 8 10 SL= 38.5'TO CAP SI =2743.45 AT R/W 20+34 3 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) SL=49.5'TO CAP (4"PVC @ 2%MIN.) SL=44.5'TO CAP 4 s (4"PVC @ 2%MIN.) 3.00' w10�50' (4"PVC @ 2%MIN.) -1. rr 2745.78 AT R/W - L ��ONAL 34.5'TO CAP o ° - w - - - W - - IC @ 2%MIN.) I 3 ,��,• 143.0 7.00' m SC = 11+34 _ 10 �� IS T 10.50 SI =2743.76 AT R/W ss s PVC-8 PVC-8 P 3 - SL=37.1'TO CAP 1 - -- ° C\; 179.4° EXIST.SSMH ��062 H SC = 20+76 BLOCK 7 SC = 11+29 s ( ° ) SSMH 1 r - I SI = 2745.95 AT R/W BLOCK 8 SC = 11+32 I 4 PVC @ 2/ MIN. SI =2746.22 AT R/W 12 3 SL= 33.5'TO CAP SC = 11+35 I cn o SI = 2746.36 AT R/W 7 SI =2743.55 AT R/W � ?, p�, SL=48.5'TO CAP s ! SL=38.5'TO CAP I d' "' 4"PVC @ 2%MIN. - (4"PVC @ 2%MIN.) SL=49.5'TO CAP - SSC01 FUTURE P - - - °As - ?� �� Q 20+94 ( ) (4"PVC @ 2%MIN.) 31 LAVENDER HEIGHTS A I OF 2746.36 AT R/W a s N s (4"PVC @ 2%MIN.) RED SUBDIVISION IN P•��O 34.5'TO CAP _ a I I I SC = 10+50 (C @ 2%MIN.) s `" a w 1 1 SI = 2745.94 AT R/W N o 3 s L N < ( SL= 38.8'TO CAP ( o s vi 0° z (4"PVC @ 2%MIN.) LL C> LU J ' = LU J I 1 C. a o SC =21+36 SC = 11+89 ¢ 3 1 IMPRESSIVE EAST RIDGE = � s SI = 2747.37 AT R/W _ SI =2746.80 AT R/W va SC = 11+95 FUTURE m _ CD o } 11 4 SL=33.5 TO CAP SI = 2747.20 AT R/W 6 LAVENDER HEIGHTS '" A I I SUBDIVISION NO.1 o a m SL=48.5'TO CAP f (4"PVC @ 2%MIN.) N SL=49.5'TO CAP SUBDIVISION = a 21+54 (4"PVC @ 2%MIN.) r y ° I I 1 W a o 2747.80 AT R/W 3 (4"PVC @ 2/°MIN.) I I 1 o z 34.5'TO CAP s, CD'C @ 2%MIN.) N I I I = �' u° o o z o� o s s 3 I 1 CL _ w a w SC = 21+96 SC n�n�c9 AT onn� 3 I <2-1 o o rr o o SEE SHEET C.401 SEE SHEET C.403 SEE SHEET C.403 o CO C,i= W LUz °O � SEWER PLAN AND PROFILE < 2-5 ¢ CD L-3 J SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" U 40 20 0 40 80 mLU z Im i SEWER NOTES HORIZONTAL SCALE IN FEET CIVIL INNOVATIONS 4 2 0 4 8 NORTH POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER T NOTES NO. 2 AND 3 ON SHEET CA 00. VERTICAL SCALE IN FEET ■ * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 0 SEWER NOTE NO.4 ON SHEET CA 00. Z Z Q 8-INCH SEWER PROFILE-E.BRACE DR. y 2755 2755 w J c)_ ll ---__ - - O cc --_ Q a_ cn CD 2750 2750 /� z Q --__ FINISHED GRADE AT ,-' CIr ¢ Q --__ PIPE CENTERLINE 0 LU LU ' - Cz LU Cn 4"PI(8"SLEEVE) 12"S \\' W o �� z Z ,' I I 2745 12"SD 12"S 2745 x o c / ' 250.28 L �6"PI(12"SLEEVE) I I F 8"PVC @ 0.40% � I I SSMH 5 8 W 284.00 LF 8"PVC @ 0.40%, '� I ILU (48"DIA.MANHOLE) z SSMH 4 Q Q 147.44 LF 8"PVC @ 0.40% STA= 19+36.92(E/SW) � CONSTRUCT CROSSING PER (48"DIA.MANHOLE) 8"W STA= 10+00.00(NW) ISPWC DWG.SD-407 STA= 16+82.64(E/W) SSMH 3 170.96 RIM = 2749.76 z (48"DIA.MANHOLE) 8"W 64.24PVC @ 0.40% 2740 (POTABLE AND NON-POTABLE STA= 10+00.00(S) STA= 13+94.64(E/W) 2740 Uj 8"INV IN = 2744.04(SW) WATER LINE(NPWL)SEPARATION) RIM = 2747.74 o CONSTRUCT CROSSING PER SSMH 2 SSMH 1 \ 8"INV IN = 2744.04(NW) 8"INV IN =2742.93 W EXISTING GROUND AT STA= 10+00.00(S) ( ) ISPWC DWG.SD-407 0 � " (48"DIA.MANHOLE) (48"DIA.MANHOLE EXIST.SSMH 8"INV IN =2742.93(S) PIPE CENTERLINE RIM = 2746.86 ) 8"INV OUT= 2743.94(E) (POTABLE AND NON-POTABLE --- -- CONSTRUCT CROSSING PER STA= 12+43.20 STA= 10+68.24 STA= 10+00.00 8"INV OUT= 2742.83(E) WATER LINE(NPWL)SEPARATION) 8"INV IN =2741.69(W) ISPWC DWG.SD-407 RIM = 2747.56 RIM = 2751.96 RIM = 2752.65 8"INV OUT 8"INV IN T 2741.69 2741.59 (POTABLE AND NON-POTABLE 8"INV IN =2741.00(W) 8"INV IN =2740.21 (NW) 8"INV IN =2739.85(W) = ((E) WATER LINE(NPWL)SEPARATION) 8"INV OUT= 2740.90(SE) 8"INV OUT= 2740.11 (E) 8"INV OUT= 2739.75(E) PROJECT N0. 20-0610-LH1 2735 2735 DWG FILE C.400 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN CA00 SHEET 16 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.402 SEE SHEET C.404 ° r \ FUTURE - FUTURE 12 ° \ \ 23 24 I LAVENDER HEIGHTS A LAVENDER HEIGHTS I _j I SUBDIVISION SUBDIVISION Cj I \ \ a I I I I BLOCK 9 PIR PIRR -�RR _- - PIRR -- _ PIRR PIRR =; PIRR 11 I n I I W� � T O T N w 00 II BLOCK 9 O N C o _ 22 21 20 19 18 17 16 15 14 13 0 00 00 \ jy ® J CO o 0 0 j 8.00' Y \ 10.50' SC = 24+15 SC = 23+59 SC = 23+09 SC = 22+59 SC = 22+09 SC = 21+54 SC = 20+94 SC = 20+34 SC = 19+89 cr � SI =2750.74 AT R/W SI = 2751.02 AT R/W SI = 2751.16 AT R/W SI = 2750.32 AT R/W SI = 2749.12 AT R/W SI =2747.80 AT R/W SI =2746.36 AT R/W SI =2745.78 AT R/W SI = 2745.58 AT R/W L U SL=34.5'TO CAP SL=34.5'TO CAP SL= 34.5'TO CAP SL= 34.5'TO CAP SL= 34.5'TO CAP SL=34.5'TO CAP SL=34.5'TO CAP SL=34.5'TO CAP SL= 33.9'TO CAP _ O w m zo (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/o MIN.) (4"PVC @ 2/°MIN.) ct _ --- - - --- C ti 2 O PIRR - T T LlV° O SSMH 7 SSMH 6 10 Cm___ 24 23 2j 21 20 10 Iss ss I ss I ss ss I ss ss ss I - - - - - - - - - - SSMH 15 � - - - - - - L'" SSMH 8 - - - - - - ,�, 180.0° 146.3° = S.OSTRUM AVE. CO) w w w w 1 I w w I w I w w W _-- -- -- LU `" i t 1 I 1 123s°o SSMH 5 o 146.3° G \ _ PIRR- W I 1 C3 1 PIRR SC = 23+01 SC = 22+53 SC =21+96 SC =21+36 SC =20+76 SC =20+16 ° SI =2751.10 AT R/W SI =2750.17 AT R/W SI = 2748.81 AT R/W SI = 2747.37 AT R/W SI = 2746.22 AT R/W SI = 2745.98 AT R/W y I SL=48.5'TO CAP SL=48.5'TO CAP SL=48.5'TO CAP SL=48.5'TO CAP SL=48.5'TO CAP SL=48.5'TO CAP � 2 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) Cr 4 SSMH 13 009 t)1 N ��' BLOCK 7 BLOCK 7 _ Lj ��CXSTE� 2 8 9 10 11 12 13V 5.0 101- 0' � h 10.50' / 3 0 F Z� Q 3 PIRR PIRR PIRR PIRR PIRR PIRR IN P 1 �y a SEE SHEET C.404 SEE SHEET C.400 LL 11 J H U a O � oz cc O SEWER PLAN AND PROFILE o } Waz 1 SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" o z _a J CIVIL INNOVATIONS z C-3 NORTH o 0 o z SEWER NOTES 40 20 0 40 80 a � z LU 0 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER 2-10 Cn C' HORIZONTAL SCALE IN FEET o w o 0 NOTES NO. 2 AND 3 ON SHEET CA 00. 4 2 0 4 8 C z * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE CO z m SEWER NOTE N0.4 ON SHEET C.100. VERTICAL SCALE IN FEET a z m J W Q O L U U) z r 8-INCH SEWER PROFILE-S.OSTRUM AVE. 0 2765 2765 EXISTING GROUND AT -- PIPE CENTERLINE O 2760 _-------__-- - - --- - --- 2760 LU J cc -- _ Q QL_ _ y z 2755 -- -__ 2755 z Q FINISHED GRADE AT - ---__ y Q z PIPE CENTERLINE --_ a 8"W -_ LULU --- IU C 3:C■■/ w cn 2750 2750 Wx W 40.12 LF 8"PVC @ 0.42% Q 251.50 LF 8"PVC @ 0.40% Z 2745 SSMH 8 259.32 LF 8"PVC @ 0.40°/ 2745 W (48"DIA.MANHOLE) SSMH 7 STA=24+99.85(N/W) (48"DIA.MANHOLE) SSMH 6 a STA= 10+00.00(S) RIM =2756.79 STA=22+44.35 (48"DIA.MANHOLE) SSMH 5 8"INV IN = 2746.56(W) RIM = 2756.45 STA= 19+81.04 (48"DIA.MANHOLE) 8"INV IN = 2746.56 S 8"INV IN =2745.45(S) ( ) 8"INV OUT= 274535(N) RIM = 2750.31 STA= 19+36.92(E/SW) . 8"INV OUT=2746.46(N) 8"INV IN =2744.31 (S) STA= 10+00.00(NW) PROJECT NO. 20-0610-LH1 8"INV OUT= 2744.21 (NE) RIM = 2749.76 2740 8"INV IN =2744.04(SW) 2740 - DWG FILE C.401 8"INV IN =2744.04(NW) DESIGNED BY BT 8"INV OUT= 2743.94(E) DRAWN BY JTA CHECKED BY BT ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 25+50 25+00 24+00 23+00 22+00 21+00 20+00 19+00 VERT.SCALE AS SHOWN Cm401 SHEET 17 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.401 7 3 SC = 22+53 FUTURE I SC = 22+59 SI =2750.17 LAVENDER HEIGHTS _ SI =2750.32 AT R/W SL=48.5'TO w 19 SUBDIVISION SL=34.5'TO CAP (4"PVC @ 2% I I> ° (4"PVC @ 2/°MIN.)LU s s Cj FUTURE Cn 1 LAVENDER HEIGHTS I s ' _ a SUBDIVISION SC = 23+09 N H SI =27511.10 m � ,� I 20 SI =2751.16 AT R/W SL=48.5'TO � �� SL=34.5'TO CAP (4 PVC @ 2/ n 2<7 (4"PVC @ 2%MIN.) 3 y c B T Oro w w ��--___ _ = PIRR PIRR 1 w r S S T O ZD SSMH 22 I BLOCK 9 o r, U) __ J M 00 0 SC = 11+41 21 SC = 23+59 00 --- T SI =2753.42 AT R/W SI =2751.02 AT R/W w m p o 0 --- --- --- PIRR PIRR PIRR PI PIRR RR PIRR SL=49.5'TO CAP SL=34.5'TO CAP 4"PVC 2/°MIN. - YLj ( @ ) 1 (4"PVC @ 2%MIN.) °C 1 S QCn 3 1 <,I. a 3 1 I SSMI O mLLI z � FUTURE I ° . LLi I s s LU ds -- -- -- ICY') CD LAVENDER HEIGHTS 1 e l 1 s r LL L j Z SUBDIVISION 1 BLOCK a w l s y 24 y ', ; ti SC = 10+85 SC =24+15 N �I •I s -� SI = 2752.40 AT R/W 22 SI = 2750.74 AT R/W s . ° d EL SL=49.5'TO CAP SL= 34.5'TO CAP o PIRR 3 1 s SC =28+42 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) CA SC =30+01 s s SI = 2751.04 AT R/W 7.00' SI =2750.21 AT R/W I IS °� s SL=49.5'TO CAP ° 10.50' SL=49.5'TO CAP °. � °' 10.50 (4"PVC @ 2%MIN.) I 1 (4"PVC @ 2%MIN.) 8.00' v FUTURE PIRR , s LAVENDER HEIGHTS ° \ 0 -A 1 s 23 SUBDIVISION -- 3 \ w w w w w w 1 w w w w w Oo w s \ ° / \ - FUTURE E.PHENOMENAL ST. SSMH 9 E. PHENOMENAL ST. s SSMH 10 ° 0 - s - - 29 s - LSS 28 ss 90.0° 0 90.0° ss - 27 ss - - - ss 26 ss ss ° 25 _ / 90.0 180.0 ° I \ \ i 94.5 o SSMH 8 1 / � I\ _ ) O \ o SC = 29+79 0o SC =28+20 SC =27+56 SC = 26+98 SC = 26+38 SC =25+78 p \ / SI =2750.13 AT R/W c '• SI = 2751.19 AT RAN SI = 2751.61 AT R/W SI = 2751.94 AT R/W SI =2751.55 AT R/W _ ,°,-SI = 2750.95 AT RAN s, �I„� �'0��111 62 o \ I SL=33.5'TO CAP o 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 s 1 j I (4"PVC @ 2%MIN.) I m (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) �� /a�po TOE I1V p i �CQ SEC_ \ O fp� LU �� FUTURE I BLOCK 1 �Q O LAVENDER HEIGHTS 1 3 s , /// - SSMH 1\90 0°j 139.2° - ° 1 = w ~ I.L U �� 2 I- J Q SUBDIVISION • 3 BLOCK 4 / - - E�- _ o z _ � v� °i �� zao m 2 1 2 3 4 5 6 �/ �i s oz a o w z a ° O� O z O • P I � 9 ��• p J \ LU Pol 0 0,I s S tIJ w j \ \ i e C��RfTe ReMq Ns I l /�G \ Ln CD g, U Z 149.6° v cc O a LU SSMH 20 Q.PQ W o_ o� o� O I } oC w U j ((1)7 ray ¢ o z w �1 ```fpO Q O�fp o •-I -- I- - PIRR PIRR PIRR PIRR PIRR tir SSMI W C) w SEE SHEET C.405 \ co m LU SEWER PLAN AND PROFILES <¢ CD 2 25 L-3 J �I►►� SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" � = _ 40 20 0 40 80 z SEWER NOTES HORIZONTAL SCALE IN FEET CIVIL INNOVATIONS 4 2 0 4 8 NORTH POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER T NOTES NO. 2 AND 3 ON SHEET C.100. VERTICAL SCALE IN FEET ■ * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 0 SEWER NOTE NO. 4 ON SHEET C.100. Z Z Q 8-INCH SEWER PROFILE- E. PHENOMENAL ST. 8-INCH SEWER PROFILE-S. SACHET AVE. (SOUTH) 2765 2765 2765 2765 w m O CD EXISTING GROUND AT EXISTING GROUND AT = Q m PIPE CENTERLINE w PIPE CENTERLINE cn - p 2760 ___ 2760 2760 ___- --- 2760 y z a --- --- - ------- '-� J LCU m _ - - ----- ---------------- G LU FINISHED GRADE AT Cz _---- FINISHED GRADE ATJ� CO PIPE CENTERLINE PIPE CENTERLINE W 2755 2755 2755 2755 8"W 811 W 4"PI(8"SLEEVE) cc W 0 Z 2750 2750 2750 SSMH 22 LU j44`50 (48"DIA.MANHOLE) 2750 STA= 11+48.50 261.18 LF 8"PVC @ 0.40% RIM = 2760.31 SSMH 10 8"INV OUT=2751.34(S) STA=30+29.03 260.00 LF 8"PVC @ 0.40% RIM = 2756.11 8"INV IN = 2748.85(BLOCK-OUT) SSMH 9 M 8"INV OUT 2748.75(E) (48"DIA.MANHOLE) SSMH 8 (48"DIA.MANHOLE) PROJECT N0. 20-0610-LH1 = DIA.MANHOLE) 2745 STA=27+63.85(E/W) 2745 2745 STA= 10+00.00(N) 2745 DWG FILE C.402 STA= 10+00.00(N) STA= 24+99.85(N/W) STA=27+63.85(E/W)RIM = 2758.02 STA= 10+00.00(S) RIM = 2758.02 DESIGNED BY BT 8"INV IN = 2747.70(N) RIM = 2756.79 8"INV IN = 2747.70(N) DRAWN BY JTA 8"INV IN =2747.70(W) 8"INV IN =2746.56(W) 8"INV IN = 2747.70(W) CHECKED BY BT 8"INV OUT= 2747.60(E) 8"INV IN = 2746.56(S) 8"INV OUT= 2747.60(E) ISSUE DATE 08/04/20 8"INV OUT= 2746.46(N) HORIZ.SCALE AS SHOWN 30+50 30+00 29+00 28+00 27+00 26+00 25+00 24+50 9+50 10+00 11+00 12+00 VERT.SCALE AS SHOWN CA02 SHEET 18 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.400 SEE SHEET C.404 SEE SHEET C.400 I 6 10.50' 3ZE " / g � " I N PIRR PIRR PIRR PIRR PIRR / PIRR PIRR PIRR PIRR PIRR PIRR - , cjI FUTURE 4 I I LAVENDER HEIGHTS _ Ell EN y 1 SUBDIVISION 10 p 7 6 5 4 3 2 LU Ca o� 5 o SC = 11+32* SC = 10+71* "° SC = 13+09 SC = 12+49 SC = 11+89 SC = 11+29 SC = 10+69 " O - SI =2743.55 AT R/W SI = 2743.31 AT R/W "° " SI =2748.54 AT R/W SI = 2747.65 AT R/W SI = 2746.80 AT R/W SI = 2745.95 AT R/W SI = 2745.11 AT R/W N °O SL=38.5'TO CAP SL=38.5'TO CAP A 5 h 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 o ti c (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.) J ono °O BLOCK 6 6 m p Co 0 o Y O SSMH_12 ° ' m LL ° °/! 90.0 o ° 0 LU LLj o 0 0 o ° j 90.0° ss 06 06 o Z 't a_ o T O 4 ° r FUTURES.BALLERINA AVE. SSC01 I 11 ° - \ r 165.7 SS", I s R I 1I ss ss 1i ss SS 10 Z S.BALLERINA AVE. 1 h -I SSMH 4 4 ss - - ss ss t ss s SSMH 3 '°, I - - _ - _ - _ - _ _ _ _ o o w I SSMH 11 � - w w -- w _ w Iw w rn I - I w l I w 1 wl w 1 w w l 7 -- _ - ° o� o se o o I 4 ° ° 1000' a o / " y m W SC = 10+77 SI = 2743.45 AT R/W 500' SC = 14+02 " SL=44.5'TO CAP . h SI = 2750.89 AT R/W SC = 13+67 SC = 13+15 SC = 12+55 SC = 11+95 SC = 11+35 SC = 10+74 (4"PVC @ 2%MIN.) 10.50' SL =49.4'TO CAP SI = 2750.09 AT R/W SI = 2748.90 AT R/W SI = 2748.05 AT R/W SI = 2747.20 AT R/W SI = 2746.36 AT R/W SI = 2745.51 AT R/W I (4"PVC @ 2%MIN.) 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 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) j FUTURE 1 N I LAVENDER HEIGHTS 3 o BLOCK 8 BLOCK 8 5.00' SUBDIVISION I SSMH 14 / 2 3 4 5 6 7 8 10.50Ell ' \ / g I 6 ��,1 t 3 ♦ RR h r,� ♦ 1�//,1 IW\\ ��0T62 4 " C6 ♦ PIRR PIRR PIRR PI R PIRR PIRR " I'p r / � x r200' SSMH 2" EG EP e , l FUTURE 9 d��pD41a�� F `�Q LAVENDER HEIGHTS OF aald HHId eHId Hald Held - - - - SUBDIVISION FUTURE lQM �� ) �- -- -- -- -- -- - -- - ° PIRR LAVENDER HEIGHTS IN P Ec° SUBDIVISION r -- 10 a SEE SHEET C.400 SEE SHEET C.400 o U SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE z c- o � ccQ 1 SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" 2SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" W a omh1z CIVIL INNOVATIONS CIVIL INNOVATIONS LU oD C) z NORTH NORTH LU J Lu -> O U U 40 20 0 40 80 SEWER NOTES SEWER NOTES 40 20 0 40 80 0 0 0 o z HORIZONTAL SCALE IN FEET POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER o w NOTES NO. 2 AND 3 ON SHEET C.100. NOTES NO. 2 AND 3 ON SHEET C.100. HORIZONTAL SCALE IN FEET } W c LD 4 2 0 4 8 4 2 0 4 8 a 2-1 o z w * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE o LU o 0 SEWER NOTE NO. 4 ON SHEET C.100. SEWER NOTE NO. 4 ON SHEET C.100. = LU z VERTICAL SCALE IN FEET VERTICAL SCALE IN FEET z m CDcc azi�: J LLJ Q O L U U) z r 8-INCH SEWER PROFILE-S.THUMBELINA AVE. 0 - 2765 2765 O 8-INCH SEWER PROFILE-S.BALLERINA AVE. --- _ y 2755 2755 2760 - -_ 2760 � w W O EXISTING GROUND AT Q m PIPE CENTERLINE y p 2750 2750 2755 --- -_ 2755 Z Q FINISHED GRADE AT 8"W y Q z PIPE CENTERLINE - 0 LU ------ w EXISTING GROUND AT FINISHED GRADE AT PIPE CENTERLINE PIPE CENTERLINE \� ,\ 2745 12"S 2745 - 2750 \� ,\ 2750 Wx �4"PI(8"SLEEVE) 80.33 LF 8"PVC @ 0.41% SSMH 12 W 13 .50 LF 8"PVC 0.40% (48"DIA.MANHOLE) SSMH 11 Q SSCO 1 \ _ STA= 14+79.27 (48" STA= 11+36.50 g SSMH 3 RIM = 2758.08 STA DIA.MANHOLE) 390.94 LF 8� p�C ° 2740 RIM = 2745.82 50 o (48"DIA.MANHOLE) 2745 8"INV IN = 2748.97(E) STA= 13+94.94 @ 1.41/ Z STA= 10+00.00(S) 2740 8 INV IN =2748.97(W) RIM = 2757.21 2745 W 8"INV OUT= 2742.23(N) 8"INV IN =2748.54(S) STA= 64(E/W) 8"INV OUT= 2748.87(N) 8"INV OUT= 2748.44(N) RIM =2746.86= 274"INV IN = 2748.99(SE) 8"INV IN = 2741.69(W) 8"INV IN = 2741.69(S) 8"INV OUT= 2741.59(E) SSMH 4 (48"DIA.MANHOLE) PROJECT NO. 20-0610-LH1 2735 2735 2740 STA= 10+00.00(S) 2740 DWG FILE C.403 STA= 16+82.64(E/W) RIM = 2747.74 DESIGNED BY SIT 8"INV IN = 2742.93(W) DRAWN BY JTA 8"INV IN =2742.93(S) 8"INV OUT= 2742.83(E) CHECKED BY SIT ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 11+50 11+00 10+00 9+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN CA03 SHEET 19 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.401 SEE SHEET C.403 "PVC @ 2%MIN.) _ 3 s, I (4"PVC @ 2%MIN.) / 8.00' 10.50'f s _ _ BLACKROCK SC = 23+01 C =23+09 N N ! SI - 2751.10 AT R/W a SUBDIVISION N0. 1 SL=48.5'TO CAP 7 a SC = 13+67 BLOCK 8 Cj = 2751.16 AT R/W = L= 3 1.TO CAP (4"PVC @ 2%MIN.) 8 I SI = 2750.09 AT R/W mi "PVC @ 2%MIN.) 3 m SL=49.5'TO CAP 3 mi (4"PVC @ 2%MIN.) x P 165.7' TToo TDE E � I ETo oa h CLZ ZLLLYdd o 1 s SSMH 11 _ SC 14+02= 0 2751.0259 AT R/W w o ! SI = 2750.89 AT R/W 2 I Z r LU 00 � _= 34.5'TO CAP i/ °° SL=49.4'TO CAP 0 - o "PVC @ 2%MIN.) _ �/ w o 8.00 (4"PVC @ 2%MIN.) I _ O �� , U o rp:° � I BLOCK 9 � p i � SSMH 13 T w s ' s 3 5p FUTURE J oo s i LAVENDER HEIGHTS 11 10 9 E.H/pC0 w SUBDIVISION 9I 44 Y W I rr\ tFs+/. FUTURE I < U) `. a i° \ LAVENDER HEIGHTS 0o LU = N 24+15 C 1 • 1 ss ` \ w ! o s• 1 SUBDIVISION O w m C:) =2750.74 AT R/W y I ss 90.0° SSMH 12 w,o I SC = 18+73 0 _=34.5'TO CAP o SI = 2745.19 AT R/W "PVC @ 2°�MIN.) H a 90.0° - I SC = 11+58 SC = 10+42 7.00' Q z 10 k SI = 2747.16 AT PL SI =2745.26 AT PL SL = 46.5'TO CAP r Q c� `sue ! (4"PVC @ 2%MIN.) 10.50' �^o � �� s °• s - \ // SL=20.0'TO CAP SL=20.0'TO CAP 4"PVC @ 2°/ MIN. 4 PVC 2% I 3 ,f^• N ec� - w °1 ( ° ) o ( @ MIN.) o O \ \ w o - /N/M a T�N N M Q U ° S�� I I o s +o N z ° �r a 2 w SSMH 16 SSMH 15 s // // o -, c ci `s' SSMH 14CD s � 1 a'�� v Ize// r\,.) -) N O o �� ' ` F URE w I 12 11 SSMH 5 0_� �o a NMI w� N �T F 1 I s I "' y c, n li o�„ o Q c� ' \HIDpO N o 2 J a .,,� @J o o a / - TE gT 135.0° s° 146.3° ci .cm-� w 1 s �, // // o�,h ,� Qvm ss \ - 12 146.3 , -19 - - �u~i c� 3 �� NM °G d rr �a z \ __ __ I ss u+ PIRR 0 H s - 1 90.0° 25 4 �'"' <r Il `v"'' °+'° a z CO) SS L_ // // O t j N Q U 123.8 W W 94.5° RR 5 ��J a "NM Coj ``;�o ae / FUTURE I 16 H y o SSMH 8 BLOCK 6 "' // // // �+� N / LAVENDER HEIGHTS I SSMH 6 3g - - - 6 ^ SC = 19+89 146.3 bl \ P/RR U /N/M� SUBDIVISION ° \ 7 ,, a / _ SI =2745.58 AT R/W PIRR - -- - --- - \ PIRR �`�' v� Q / / i4 SL=33.9'TOCAP 8 / (4"PVC @ 2%MIN.) 78 ,,- s \A[lEY PIRR 9 / a N xcjN AL G \ \ W" WW/ I SC = 20+16 �� ISTE T 'TO CAP/W s 1 PRR \ \ 1 FUTURE 13 �C , 1�� t P/RR s SI = 2745.98 AT R/W 2%MIN.) - s \ / LAVENDER HEIGHTS I ! o 2 PIRR / I N I 3 � SL=48.5'TO CAP 12 00 \ / SUBDIVISION I SC = 20+34 s ( ) I 062 1 (4"PVC @ 2%MIN. SI =2745.78 AT R/W 3 PIRR �G¢ l l ° 3 Vt- 15 SL=34.5'TO CAP SEE SHEET C.405 a 4 a 1 (4"PVC @ 2%MIN.) OF I001. 10.50' MI N P SEWER PLAN AND PROFILE N' i N 3 sc = 20+76 BLocl SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" w I I SI =2746.22 AT R/W 40 20 0 40 80 N SL=48.5'TO CAP 12 L �, � Q I SC = 20+94 (4"PVC @ 2%MIN.) C.3 a o LU SI =2746.36 AT R/W c = SEWER NOTES HORIZONTAL SCALE IN FEET 16 o z CIVIL OINNOVATIONS RTH POTABLE/NON POTABLE CROSSING. SEE SEWER AND WATER ("= C @ TO CAP) s _ C) z j 4 2 0 4 8 4 PVC @ 2%MIN. `� oe NOTES NO. 2 AND 3 ON SHEET C.100. I ° o s, w z z VERTICAL SCALE IN FEET I s vs o z �Ic SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 3 I s o SEWER NOTE NO. 4 ON SHEET C.100. - - -_ ___ _ - PIRR PIRR SC = 21+36 0 0 z s SI = 2747.37 AT R/W p C g a N I SEE SHEET C1401 SL=48.5'TO CAP 11 } W L U a2-1 z N LU O W o 2SEWER PLAN AND PROFILE z m LU SCALE: 1" = 40'-0" HORIZONTAL AND VERTICAL 1" = 4'-0" o z �\ 40 20 0 40 80 0 < � w ¢ o L UCOO SEWER NOTES HORIZONTAL SCALE IN FEET z CIVIL INNOVATIONS NORTH POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER 4 2 0 4 8 NOTES NO. 2 AND 3 ON SHEET CA 00. * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE VERTICAL SCALE IN FEET VON 8-INCH SEWER- E. HIDCOTE ST. (WEST) PROFILE 8-INCH SEWER-E.HIDCOTE ST. (EAST) PROFILE SEWER NOTE NO.4 ON SHEET CA 00. ■ 2770 2770 2770 2770 O O 8-INCH SEWER PROFILE- PRIVATE DRIVE y 2765 2765 2765 2765 2760 2760 EXISTING GROUND ATLU Q cn PIPE CENTERLINE EXISTING GROUND AT FINISHED GRADE AT PIPE CENTERLINE PIPE CENTERLINE 2 O __-- EXISTING GROUND AT Ca 2 -- ------------ ____________ PIPE CENTERLINE - o 2760 2760 2760 --- - --- ---_-- 2760 2755 ----- ----- ---- 2755 Q z -- - _ _ J -- ---- LU LU C FINISHED GRADE AT FINISHED GRADE AT CO PIPE CENTERLINE 12"SD PIPE CENTERLINE W 2755 2755 2755 2755 2750 2750 W 0 23.90 LF 8"PVC @ 0.42% Z 2750 15 .34 LF 8"FVC @ 0.60% 2750 2750 130.66 LF 8"PVC @ 0.60% 2750 2745 246.11 LF 8"PVC @ 0.40% 2745 W SSMH 13 SSMH 16 STA= 11+60.34 SSMH 14SSMH STA=2755.0 01 48"DIA5MANHOLE RIM = 2758.08 (48"DIA. MANHOLE) RIM - 2755.00 ( ) 8"INV OUT= 2749.91 (E) SSMH 12 SSMH 12 STA= 11+34.66 SSMH 5 48"DIA. MANHOLE 8"INV IN = 2745.33(SW) STA= 10+27.90 ( ) (48"DIA.MANHOLE) RIM = 2758.04 (48"DIA.MANHOLE) STA= 10+00.00(E/W) (BLOCK-OUT) RIM = 2750.33 STA = 10+00.00(E/W) 8"INV OUT= 2749.76(W) STA= 10+00.00(NW) STA= 14+79.27(N) STA= 14+79.27(N) 8"INV OUT=2745.23(E) 8"INV IN T 2744.244. (W) PROJECT NO. 20-0610-LH1 RIM = 2758.08 8"INV OUT=2744.14(SE) STA= 19+36.92(E/SW) RIM =2749.76 2740 DWG FILE C.404 2745 2745 RIM V 7587 2745 2740 8"INV IN =2744.04(SW) 2745 8"INV IN = 2748.97(E) 8"INV IN = 2748.97(E) 8"INV IN = 2748.97(W) 8"INV IN = 2748.97(W) 8"INV IN =2744.04(NW) DESIGNED BY BT 8"INV OUT= 2748.87(N) 8"INV OUT=2748.87(N) 8"INV OUT= 2743.94(E) DRAWN BY JTA CHECKED BY BT ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN CA04 SHEET 20 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.401 N w w w ago w I 1 3 \ U\ Il0- �� ^NO ss E. PHENOMENAL ST. `�'"�o u ,"'/"' o Cv Q v C.) 27 - - - - 26- - - 90.0° 25 4 V'�Z rr Il N°j ) z W SS I ss I ss SS 94.5 1 L 5 cq oN�,-: @ N�n / W o RR 1 0 V O O H SSMH 8 BLOCK 6 a� /i W - - Lj W _ \ PIRR 6 a- ti p/M' / Qjz / H Cj ---To PIRR ---•To --- -- -3 r--- \ \ 7 �O� a / SOE \ / -- PIRR 8 °. ;C = 26+98 E / SC = 26+38 SC =25+78 \ s \A<<EY PIRR 9 / W ;I = 2751.94 AT R/W SI = 2751.55 AT R/W _ ,°, SI = 2750.95 AT R/W s, PIRR \ ;L= 33.5'TO CAP SL= 33.5'TO CAP - SL=33.5'TO CAP s 1 \ 1FUTURE 4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) s 2 PIRR \ ` LAVENDER HEIGHTS //�� \ SUBDIVISION CA 12.00' CDs 3 RR / T T QU BLOCKS 4 \ O w o0 T ui OM<° d� Q -� 5 IR\ PIRR ~ OC) o / SSMH 17 139.2° 0^4 v -E° r,�o a = 6 PIRR PIRR / // /, � _N� N WW \90.0°1 -- ° _ s U ° co @1 - - rn N p . oc 00 0 BLOCK 4 - o E°- - `�`� er /, N rr U + `o''��N11 _ ti Q z 7 co \ F PIRrf ' ¢ U) /� EO/ '` U // // LU C /�ep @ O O O -� Q \ PIRR U�AL�EV O z 4 5 6 _""' "'p cp ti \1 r�Q Z �$ C 0 8 \ \ I�i °O O 3 Co N/(//�> \C j h M M O CDZ `S1 1 WW \ /N/V j M to - N U IT 41 - SSMH ill I 149.6° 1 w `�'"' 51-a // //////tea z 3 _c�,�o \� \ U o s W Q a I w o \ �"� a I j 12 ss \ f, VASE I o \ 5,vll FUTURE PIRR PIRR o SSMH 18 I s NEST, w I T o. • \ \ \ d- / / LAVENDER HEIGHTS I W 4 SUBDIVISION � zL.L v oo I 4.. `17 s W a 1 Q'_3g �vCO- �, `� � � s` 13 Ss c N� co $ LAZ � @) �N�RETE REMq NS I w FL N M co @Mcoj E) 4 Q �_ S _ _ I 1 W ^o4T I i _ w a �" - N !14 ss I a' FcdU '� o y � U � � ., �u ��a11 tiaz \ SSMH19 M Q of '� lrj v Q U Zr� M, O \ - W y Q lI Z vi N N f U I 11 a �� N \ 14 y P 2ti �z achy /� `�� _ Npo _ \ w Q Q N ti Il lI *� i SS ?Q�z r�a +rn�N �a 3 o� FUTURE w 11` Q z CO �, 10 �,co @J * Q v _ // \ Ss \ VA(ENSp� w civi-ATloNs P, 11 �/ ,N;�� + pN EST, NORTH oNAL 3 1 E� ` _2 � N I Vj"'J CI- T G� SS \ S T l I N^ @N M - / ~ \ 40 20 0 40 80 N e U * Q U CID f a 89 C�/ -� � a lry[n \ SS I d rn r`„ ,, a 14 �' `� �-CO ^ @� HORIZONTAL SCALE IN FEET U�II �`O 62 • I ,, / // N N d' G° o Q c� 15 // N"' FUTURE 4 2 0 4 8 �� sf�1,20 l U 11 /i li j oNdo � ____ „ p U li li a LAVENDER HEIGHTS \ d� TOE o PIRR ` <ei ca�vj C /�r a N \ O ��-- \ ` / ^ ° _ ' SUBDIVISION \ �4' �� OF 8 9 / /� U �� VERTICAL SCALE IN FEET J� j N M PIRR / 65 l +C N \ N P N"' U QU a co C Toe \ w SEWER NOTES ' i/-p_ (�,,\1 .� L U ��*oe _ aoi rOe 2 ` `�` PIRR 13 1& // N M U 01� m � POTABLEMON-POTABLE CROSSING. SEE SEWER AND WATER LU CC ~ J a O 0 _;_ _ INSTALL 35 LF OF 12"x 3/8"STEEL SLEEVE/CASING / p 1, o O�O � °; LU ePw D o vP _ -�° PER CITY OF MERIDIAN SUPPLEMENTAL DWG.SW1 AND SW2 -�r -- c:, o�„ `� NOTES NO. 2 AND 3 ON SHEET C.100. cc o �/ �� T°�� ` PIRR l� N� I * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE a m �� _ \ �� BLOCK C, /i q o � z > I SEWER NOTE NO. 4 ON SHEET C.100. w z z E Ec \roe _ \r0e �_ _� LU I U �� Toe O U I ---� SSMH21 �E EP- \�T° ,\\ zCn O QI EP Q roe roe ToB O O O O Z I T Ov��, \E\, �_ \roe\\ •� R °E "' a I FUTURE "®I P O /O EP _ -T 6� E ro _ a = z w a I LAVENDER HEIGHTS O O P \Ee \ ASEMEN \'� z °C "' °� °.D I SUBDIVISION ° / P O _``roe Fq roe PIRR O N U LU _ R O C,) U ! I E LU �°�\ -�, R SAT _, � z ros PIRRU w / - O O fP ERA L (} w LU I I / • \ O Q CD z _TOE`_ oe---- J U IJ�P r°E -ram/ � PrRR LULU CO 2 2 I / O O, r� 1 SEWER PLAN AND PROFILES T SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" 0 Z Z Q 8-INCH SEWER-S. OSTRUM AVE.AND E.VALENSOLE ST. PROFILE 8-INCH SEWER-TO FUTURE MULTI-FAMILY LOT PROFILE y 2765 2765 2765 2765 w m O CD EXISTING GROUND AT = Q PIPE CENTERLINE w y 2760 2760 2760 2760 z Q ---- FINISHED GRADE AT Q ___---- - -- - ------ ------ ---------- PIPE CENTERLINE __--------- w ------ - --- L.0 w _ C cn 2755 1 2755 2755 2755 EXISTING GROUND AT 6"PI FINISHED GRADE AT �_4"PI(8"SLEEVE) PIPE CENTERLINE PIPE CENTERLINE W 0 Z 2750 2750 2750 2750 W 265.91 LF 8"PVC @ 0.60% SSMH 19 226.22 LF 8"PVC @ 0.400 68.63 LF 8"PVC @ 0.41% (48"DIA.MANHOLE) 102.91 LF 8"PVC @ 0.41% SSMH 21 85.48 LF 8"PVC @ 0.41 STA= 14+49.45 (48"DIA.MANHOLE) o to w r o > r- SSMH 18 RIM = 2754.86 STA= 13+19.70 �°D,; "' � °O r J 6' SSMH 20 SSMH 17 SSMH 8 SSMH 17 48"DIA.MANHOLE 8"INV OUT=2749.06 W 'Z v � MOO (48"DIA.MANHOLE) PROJECT N0. 20 0610 LH1 (48"DIA.MANHOLE) ( ) ( ) RIM = 2753.14 + ,� N N r- - (48"DIA.MANHOLE) 2745 (48"DIA.MANHOLE) STA= 11+79.54 2745 2745 8"INV OUT= 2748.44(N) �" `, T iI N N r N STA= 10+89.48 2745 DWG FILE C.405 STA= 11+06.91 r ii J T u STA= 10+00.00(SW) STA= 10+00.00(S) RIM = 2755.92 11 > ¢ z II J > RIM =2757.58 RIM = 2756.24 z _ II > ¢ z STA= 11+06.91 (N/SE) DESIGNED BY BT STA= 24+99.85(N/W) 8"INV IN = 2747.46(E) cn - a z � - 8"INV IN = 2747.53(S) 8 INV IN = 2747.08(SE) z r � = - RIM =2756.24 RIM = 2756.79 8"INV OUT= 2747.36(NW) to co - y 80 z r 8"INV OUT=2747.43(NE) 8"INV IN = 2747.08 SE DRAWN BY JTA 8"INV IN = 2746.56(W) 8"INV IN = 2747.08(SW) ( ) 8"INV IN =2746.56(S) 8"INV OUT=2746.98(N) INSTALL 35 LF OF 12"x 3/8"STEEL SLEEVE/CASING 8"INV IN = 2747.08(SW) CHECKED BY BT 8"INV OUT= 2746.46(N) PER CITY OF MERIDIAN SUPPLEMENTAL DWG.SW1 AND SW2 8"INV OUT=2746.98(N) ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 13+50 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN Cm405 SHEET 21 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg LU t. I a S21. I %\\ WATER PLAN 8.00, y r• FUTURE LAVENDER 1 oc 1 _ F 10.50' HEIGHTS SUBDIVISION ■ SCALE: 1 — 50 -0 HORIZONTAL f H W 75 50 25 0 50 100 MATCHLINE - SEE SHEET C.501 H 1U 5 a 5 MATCHLINE - SEE SHEET C.501 — • ' ' Z CIVIL INNOVATIONS W W W W W w I 18 H t ; C-' HORIZONTAL SCALE IN FEET FUTURE E.MAINACHT ST. 7.00' NORTH m a 047 - - - - - - - 10.50' co S2 ss ss ss s ss ss — Q 3 x LL oM. < s S2 z w 1 3. BLOCK 7 y ti N I �3 I 9 3 m1 ' WATER LINE NOTES j 19 8 t 4 L POTABLE/NON-POTABLE CROSSING. SEE WATER n K V6 T6 S2 NOTES NO. 2 AND 3 ON SHEET CA 00 ' 3 NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF o S1 COVER,ALL OTHERS SHALL HAVE 4 FEET OF COVER. Z T T FUTURE LAVENDER H K _ _ ao I .r W r :_ HEIGHTS SUBDIVISION 10 LF 6"PVC • O N °O K FUTURE LAVENDER 7 y BLOCK 8 1 u, HEIGHTS SUBDIVISION 20 �� K 8 800 3 FUTURE LAVENDER J o°O0 00 B - E11 10.50' HEIGHTS SUBDIVISION cc m p o0 0 U_ Y O PIRR I S2 co cli o s o K 0- s S2 CONSTRUCTION KEY NOTES o w _ °I` 2WATER PLAN O u i °O o BLOCK 9 rC H &0 8•t)p I 21 �7lc ,� oT LF ^ E11 K 2 c� = PIRR PIRR PIIAR PIRR K V8 V8 T8 W 8.00' 70 LF 8"PVC r0.5 Cross,8" o s' 10.50' 0 X8 r FUTURE LAVENDER i I' I° I H r r5 ;. / 3 a HEIGHTS SUBDIVISION r 1i+ S2 31F81, w y h J a 3 G F H�C y , T12 Tee,12"Tee h I BLOCK w FUTURE r W - 3 s/D�OrFsr\ ° 1 .1 POOL cz.� 24 7.00' 10.50' o 1 - T8 Tee,8"x 8"x 8" — �I K ` H 22 c� \ �_ SITE y o i 1 V8 KCL \ / T6 Tee,8"x 8"x 6" I 1 S1 LL z Q 1' V8 a H g r54(F8„P� -- d LL O°3 r S2 N \ -_,i V12 Valve,12"Gate L ° S1 1 f f T8 t O M PIRR Cl) 23 a 2 Valve,8"Gate r 3 a / o s w ~ri s 1. ,o C z 4 V8 r \ o \ \ \ FUTU r w N T 8 o8 s2 ss \RFF.N/DC V6 Valve,6"Gate w K B W 133 LF 8"PVC I 1 93 LF 8"PVC 47 LF 8" C w W 263 LF 8"PVC W T8 V8 V8 K Y8 WW OTFST. FUTURE E.PHENOMENAL ST. - - �r - - - - - - E. PHENOMENAL ST. - - - _ _ - K Ss SS SS SS SS SS SS SS L '• (1A R 7 Elbow,8",11 1/4° 1 f .r 4. .. •r t• 1• I, \ PIRR $ l \ I � 9 � / E22 Elbow,8",221/2° AL —roE __ — ----0• — \ IRR a Wn Wes/ I E45 Elbow,8",45° � 01 T.F��G'l •1 • T6 T8 � `° � 10 LF 6"PVC PIRR \ \ P l W I ❑ O S2 V6 SZ T8 o $Z $1 Ji K \A<<FY\ P/R FUTURE LAVENDER I E90 Elbow,8",90° I PIRR \ HEIGHTS SUBDIVISION I I,I, K V8 _ K V6 T6 � Q Ww s i ° / / 8 LF 8"PVC PIRR Reducer,12"x 8" �� K E11 — K 2 0V 12.00'G— __ 3/4"Single Water Service Per City Of Meridian \� 32 LF 8"PVC —— Sr __ 3 PI R PIRR ❑ g BLOCK 1 '° // 1 —EG _ 4 o / — S1 Standard Drawin No.Wi &W2 ZMI N P•�� FUTURE LAVENDER I 12.00' —__EG BLOCK 5 C" z ~� wW 3/4"Double Water Service Per City Of Meridian fP HEIGHTS SUBDIVISION I 3 — ,f6, E — —_ ————EB —\ 5 ti PIRR r, S2 Standard Drawing No.W1 &W3 0 o I BLOCK 4 K E22E11 - _ \ 0 \ �O o O fP 2 I i 2 3 4 5 6 �/ —— __ 2"Water Service(For Pressure Irrigation)Per ISPWC c� w Q°Op O PIRR I 3 / //`' '`a�� AGC a `p __—_ \ 7 \FUTURFq((FV\ PR S3 Reduoed Pressure Du a Backflow And City OAssemdian bly(RPBA)ed CC C.3 a PIRR \ = O Z \\ o o I `O"°Rey \ s? "' Q 8 ERR Water Service Sleeve(2"PVC Schedule 80) \\ EP a0�� - REMA,ros I / \\ o a WW SL See Water Note No.4 On Sheet C.100 0 ¢ Co o fO T j w \ U c\ v s / PIRR z Z > / Q O \ FP PIRR \ s2 Temporary 2"Blow-Off Assembly Per City Of Meridian w z z NEBIO\ti�� ss 243(F w \ W / RR Standard Drawing No.W13 ,, o \BOl\ `fP Q cEp =_—_ PIA RR PIRR PIRR s? ' o \�C \ Fire Hydrant Assembly Complete Per City of Meridian Standard o = \\\ O o I I o w 4.5p%\ o WW E�l Drawing No.W8(Also See City of Meridian Standard o o z V 65 LF 8"PVC Drawing No.W9 for Water Service/Fire Hydrant Location) P-- IL oz EI AlEjy q SQ 2 "B ♦ S3 °Oro°Rf I s2 Err SQ�F Sr = w l / FUTURE LAVENDER 4 EKIP.C.C.Thrust Block(As Required Even If Not Shown) CL = z ` INSTALL 50 LF OF 12"x 3/8"STEEL PIPE SLEEVE E RE"A,NS I h I HEIGHTS SUBDIVISION o a O z PER CITY OF MERIDIAN SUPPLEMENTAL BLOCK I E22 `" w Point of Connection.After Testing And Approval,Connect xo w o STANDARD DWG.SW1 AND SW2 0 7 �� EPI 1 to Existing Water Main � z I' B �l � m � \ I • 10 s2 / w I Install Leak Detection Metering Station Per City Of oS2 ELI Meridian Standard Drawing W14 cc z w Q O I —\1\ /\\ ♦♦` \ \——EP`, 1 s2 r8 \\ S\ FUTURE F VgIFNS z \ ♦♦ 14 s2 U(F w m I I � \r � I 8 1 ST \ \ r ♦ �� I I oe \\\ ♦� ° 15 11 K V8 L \\\\ / I I 3 \\\\ G\\ TOE\` \ \ �♦ 9 \ s 13LF6"PVCE ° t �' 12 SS K V6 T6 ,E; — _ —ram—_ --TOE __ s •� \ ° 0 \\\T� \T / l/ �♦ PRR 13 \ \� \ 1I o a \OE\_ ,_ 4 III w 24LF8"PVC o o O E� G� � °e -zz- _ � , ♦� R 16 I K B B K fP __— r \ `�♦ '/ BLOCK 4 t o o OE — e �� o EP \\ —\ — ♦♦ �RR 17 FUTURE LAVENDER O \r 55 LF 8"0VC - 42 LF 8"PVCQ °°o \—EG \\\ —, —` HEIGHTS SUBDIVISION I — 01m TOO —TOE —TOE— _ `♦ l I — K V8 X8 I 31LF8"PVC EPo iFP —AEG\Ge \\\OE\\\— T°E,__= a �_ RR x I \� I Quo — \_6 —ro SEA, _ ••I I L—® �1 ( / Q n /EQ EG TOB D' /� E\ 10. w UNPLATTED I /J``lYp °00 00 `:r_"ENT , FqR—\ram\\\\, °B\ PIRR 1 m � 66aa = � T -, - I _O T I .t I / I:E \ O O C� ``Ec\\\ l�Rq roE`\ ——r�\ PIRR 1 Q z �I I m �� FUTURE LAVENDER a / 1 \ —EG o fo —EG\_`EG_`_ _rGE\ — ° _ _ a J I HEIGHTS SUBDIVISION I / II OCa �On\E, `� ,_ G ;r�_`—r� T� TGB —\\ PIRR /¢ OTOE —�Fcr `—i'c�— —__ —— 11 roe_\ —SOB\ —TOE_ _T L.L� F\\``ra PIRR Q w w T I I \= ,v I / I ° 0 — ro— — —Ec— `l r _r L lL l R E11 K I I / - � Q� o�\yyE\ \ =r �, - w I j .rm j w P \\ EPO C1 \\ ` roses _ — — \ rCz ` 1 30.00' 4.00' I n — — \ 0® ' I �� I 1 1 —JL__J JI P O O Q V\\roE _ W w W I i \ ® \Q _ —� —roE I� , S I ——— I EP EP —,Ec`— — / 1. w w > L ;_ r-- mla I 10LF6"PVC I j 11 ------- I o `♦ o O o o—TOE — P 3 cc \ \ \ 3 \ I I ♦ EP TOE � \rOe\EG O1\\ ram.\ lol I I 1 \ __J r___ , ♦ O O EP I o \ \I I ci L————————————————— W ---J L ♦�`P o m o CAP \\ K V6 T6 1 I 0 I BLOCK 2 I I I � I 1 ♦ 00 \,��\ I I25'MIN. --I--- -- -- —+ -- I-- -- -- -- -- � II I O ° W 0 I w I I I cl �I III P o I (b S f y J . •I • ' ' . 1• 1 ° I . S. S J 51 .J . J.. • f ' • 1 . 1 I "O • f 1. EEj TOO TOB —roe —=roa _Toc ev —EP—————EP————oE�P--E —— ——— EG EG EP— —— EG EP———— EG EG EP———— EG E ————EGEP—— EG ——TOE EP— roE — � t �P __ �—— AEl—— 'o�l r� `` ——— of PROJECT NO. 20-0610-LH1 _E1 El,CCUU Fp —ERo - roE TOE EP EG EG EG EG EG EGTof TOE -E(i r� Eti EG r ro E P —— T°E —— ——10 E ——— — —T O _—E P— E P— — E F —E P E P— — _ — — EP EP EP EP —� ` P EP EP SAWCUT EP P EP W _ — SAW — — _P SAWCUT _ _ _ _ SAWCUT _ _ _ SAWCUT EP SAWCUT — SAWCUT EP DWG FILE C.500 _ SAWCUT SAWCUT SAWCUT SAWCUT_ SAWCUT SAWCUT E. LAKE HAZEL RD. DESIGNED BY SIT —— EP—— P EP ————EP EP Z ' i EP EP me�E_— EP EP EP EP—EP �— —EP DRAWN BY JTA -"= ate=—Et� oET rceE � EC—=ioE z EG EG EG EG EG T—EP EP————— ————— ————— —————EP—————EP ———EP—————EP— — EP———— —— P— TOE —TOE ———— TOE ——TOE P P EP _ _ — TOE CHECKED BY SIT -TOe TOO TOe TOO ❑ P P — — — — P EP— _ �E -- — T12 ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 12 VERT.SCALE AS SHOWN R1 K Cm500 SHEET 22 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.500(Water Plan).dwg I BLACKROCK %\\ WATER PLAN SUBDIVISION i SCALE: 1" = 50'-0"HORIZONTAL 75 50 25 0 50 100 _a _ - —roe ———TocPI — ERR — °e _P RR PI — =IRR __ I Ell_—_ PIRR PIRR IR PIRR PIRR NORTH CIVILINNOVATIONS HORIZONTAL SCALE IN FEET c3a--- ---Toe -- _ __ — --{g BLOCK 9 BLOCK 9 WATER LINE NOTES FUTURE LAVENDER p 0� HEIGHTS SUBDIVISION A 11 10 9 8 K 6 I 3 2 1 POTABLE/NON-POTABLE CROSSING. SEE WATER �� K I IMPRESSIVE EAST RIDGE NOTES NO. 2 AND 3 ON SHEET CA 0O � V8 �° V8 a SUBDIVISION NO. NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF T 7 I CD K V8 I I COVER,ALL OTHERS SHALL HAVE 4 FEET OF COVER. Z T E11 S2 T8 K S2 S1 V8 K S2 K ii ~ (� T U H T8 H E22 ' o �) E45 I I 00 . 00 K II °� 55 LF 8"PVC 10 LF 6"PVC 10 LF 6"PVC o It „ E22 I IV o 1 68 LF 8"PVc CONSTRUCTION KEY NOTES 0- o LU W W W W 12 243 LF 8"PVC Z 51 LF 8"PVC z 232 LF 8"PVC Z WATER PLAN 0 c� �_ 74 — g — — — — — — — — — — — — 't m O 3 Z Zr PIRR — s CD ss N ss ss ss N E. BRACE DR. ss ss N ss I X8 Cross,8" K V6 T6 `` o o moo`°° S2 2C �638 ` ° °. 3 � rEl T12 Tee,12"Tee 11 LF 8"PVC14 K E22 E 11 PIRR y = __ = 3 ss j� °O T8 Tee,8"x 8"x 8"PIRR ° PIRR PIRR 2` J 80 u'�H K 10.50' 0 GJ °° S2 T6 a T6 �' �, Tee,8"x 8"x 6" 10 LF 6"PVC 13 2S1 P V6 � V6 Y T 7 00 ti K 8 10 a 132 LF 8"PVC 4 ss Valve,12"Gate FUTURE LAVENDER I 10.50' I( HEIGHTS SUBDIVISION 15 a 00 _ g S2 S2 60 �' do EXISTING 8 PVC 41, — W _ _ W V$ Valve,8"Gate I � J SL S2 R '' 8 PVC—8 PVC—8 PVC S2 V6 Valve,6"Gate I BLOCK 7 BLOCK 8 12 3 3 7 I E11 H �,. B I K °P E11 Elbow,8",11 1/4° FUTURE LAVENDER 16 _ K $ HEIGHTS SUBDIVISION A I E22 Elbow,8",221/2° U_ S2 3 ' N S2 I E22 I xc i N K V6 T6 H K K E11 I E45 Elbow,8",45° 0��C XS TE��Gj _-��i - PIRR S2 J - I � � 10 LF 6"PVC E9O Elbow,8",90° I VVJ 11 4 6 I V� i I III � �O 62 17 Reducer,12"x 8" I I Ri � S2 I I I LU 3/4"Single Water Service Per City Of Meridian a S2 S1 Standard Drawing No.W1 &W2 IN P•`�� 1 � 8.00' t FUTURE LAVENDER y 10.50' HEIGHTS SUBDIVISION I IMPRESSIVE EAST RIDGE S2 3/4"Double Water Service Per City Of Meridian o � ti I ❑ Standard Drawing No.W1 &W3 SUBDIVISION NO. 1 10 5 a 5 I 2"Water Service(For Pressure Irrigation)Per ISPWC LL c� LU y z � I I $$ SD-402 With DEQ And City Of Meridian Approved a Uj MATCHLINE - SEE SHEET C.5O0 I 18 7 Do y 1 W MATCHLINE - SEE SHEET C.5O0 I Reduced Pressure BackflowAssembly(RPBA) LU LU U5 _I 10.50' 00 a (�� SL Water Service Sleeve(2"PVC Schedule 80) z CD o m = J S2 — z � _ ( I See Water Note No.4 On Sheet C.100 o z a - S2 A I BLOCK 10 z o o 1 vs CM.I w 1 2 1 EBI Temporary 2"Blow-Off Assembly Per City Of Meridian LUw I BLOCK 7 a y a l Standard Drawing No.W13 Q z =3 9 3 m Fire Hydrant Assembly Complete Per City of Meridian Standard o U 19 6 4 ,`�", E�l Drawing No.W8(Also See City of Meridian Standard z o 2 z U_ r ? Drawing No.W9 for Water Service/Fire Hydrant Location) CD C) o oz K V6 T6 S2 P.C.C.Thrust Block(As Required Even If Not Shown) a o z w J S1 PIRR PIRR z Q � U MHK _ _ -- -- -- -- -- Q o z LU v Point of Connection.After Testing And Approval,Connect = LU o 0 10 LF 6"PVC to Existing Water Main C z FUTURE LAVENDER a l 7 y BLOCK 8 �U-1 K HEIGHTS SUBDIVISION I 20 3 K $ 3 FUTURE LAVENDER Install Leak Detection Metering Station Per City Of � - 8.00' ELI Meridian Standard Drawing W14 a CD z B - 10.50' HEIGHTS SUBDIVISION ® E11 o � S --- - LU PIRR I S2 co o f a r S2 I BLOCK 9 h 8.pp, m I FUTURE LAVENDER W 21 CI or 10LF6„PVC H J 2 - W E11 K 11 HEIGHTS SUBDIVISION K V8 V8 T8 70 LF 8"PVC ro.so' 10.50' I — w 4 a r 3 r _ CO S2 -- -- r i/ I53CF8„PVC W y Q 3 G y � \ s 24 7.00' 10.50' TEST 0 1 - o s °� CO) 22 c� \ o 00 a � h 154(F8 `\� J 3 200 CV \ - T sl 11 3 1 0' s y '\ �\ ; UNPLATTED co 23 PIRR o 2 S? J's ° h / J�\\ / O i n / 3 3 0 f 4 Vs r8 o' \ FU \� E RE s T8 V8 V8 K /( V V8 S2 Ww SS I1IDCprEST 0 'VC w W 263 LF 8"PVC W • - E.PHENOMENAL ST. - - - - - - 8 — m O ss ss I U i II 7 S? � � = Q z II R s L y o / j \ o d $ / z • ..r .J .. J. ° 1 1. o - \ PIRR ao 00 —TOE — —— - ----LL - \ 9 WW/ j • Q LU T8 0 1 OO 10 LF 6"PVC \ \ PIRR / WW j s w � p < P � R V8 �� / S2 S1 H K PIRR \A<<EY\ FUTURE LAVENDER —�i� � ��° / K V6 T6 PIRR � \ , PI / W� / HEIGHTS SUBDIVISION j I I 11�! � r/ V8 � j - - I rK ,'� K E11 ° � 8 LF 8"PVC 2 PIRR W I � 12.00' — I - ,° 32 LF 8"PVC — Sy 3 � P R / PIRR — --- \ BLOCK 5 8 zp ----- BLOCK 4 K E22E11 — — ss 1 __—E° ————E° 5 "� W - P'RR r�° W 3 4 5 6 / lc —__ _ S12 ? z \ PiR \ - L- / E �A o c Z a \F�/r(lRF PIR W 7 II PIRR ALLEY \ i S2 / W / - Z RFTE REMq NS / / c Z � 8 'mow 41R l� W eo � t� l P/Rl - W S2 / l ss 243(F W I' s � � � - RR PIRR PIRR S2 J O \VC \ NMI - I �ii 65 LF 8"PVC wW I PRR / I ,° J W 'o eT S2 Eyy AIENSp�FS1. __ / FUTURE LAVENDER II a �'" PROJECT NO. 20-0610-LH1 CONCR MAIN e s h HEIGHTS SUBDIVISION L SLEEVE BLOCK RE E?? ' I w / PIRR PIRR DWG FILE C.501 1 7 ¢ �� 3 DESIGNED BY SIT ° I S? / B W DRAWN BY JTA 10 S? � I / EG FUTURE LAVENDER - CHECKED BY SIT 11 " \ w µ o HEIGHTS SUBDIVISION ISSUE DATE 08/04/20 � / s\ , FUT(/RE W HORIZ.SCALE AS SHOWN E, is \ ` ` I 14 _ S? S E VACENSCLE y j g 1 , S� ? Vs ss \ ST. 3 VERT.SCALE AS SHOWN 15 SL r / 9 Tc Cm501 SHEET 23 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.500(Water Plan).dwg VI t, UI %\\ IRRIGATION PLAN LL I M N Ii1 r J FUTURE LAVENDER 1 SCALE: 1" = 50'-0"HORIZONTAL h o M a J M HEIGHTS SUBDIVISION N ca r a a 75 50 25 0 50 100 W _ MATCHLINE - SEE SHEET C.601 10 S1 5 �+ ; S1 3 5 Lmi _ S1 MATCHLINE - SEE SHEET C.601 • S1 I ! ! ! ! g ! ! 1 ! ! ! ! LUI ! ! ! ! I f 7 ! ! ! ! � m CIVIL INNOVATIONS W W W W W S1 18 H y r NORTH HORIZONTAL SCALE IN FEET FUTURE E.MAINACHT ST. 5.00, _ Ld LLI y SS ss ss S SS SS ¢ Cos cM W L LU I y w CD BLOCK 7 a LU 3 S1 19 9 S1 S1 s r 3 a Imij— S1 w CONSTRUCTION KEY NOTES cc $1 Ir 2PRESSUIRE IRRIGATION FUTURE LAVENDER 5.00 5.00' J_ HEIGHTS SUBDIVISION - - r 3 SL4 Pressure Irrigation Sleeve, 8" PVC, C-900 0 K ❑ FUTURE LAVENDER r o I T I HEIGHTS SUBDIVISION I K - E1 SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 �, o0 K 00 K S1 I FUTURE LAVENDER 7 y BLOCK 8 O T o E4 $1 68 LF o 20 E4 S1 3 HEIGHTS SUBDIVISION o m 00 0 V4 SL4 V4 M S1 S1 3 101� S1 T4 Tee, 4" m o 0 0 12 LF 4"PVC Q Y „ T4 K E4 E1 K E1 K Ts Tee, 6" ' U, w >_ G PIRR 68 LF 41 PVC 95 LF 4"PVC K V4 0 o z _II 7 LF 4"PVC 21 K 9 // f 2 5 u'E T8 Tee, 8" w m o PIRR K V4 C4 —— — PIIAR PIRR — — —r $1 I W��V 26/F , 0p �O ❑ 't a_ ,182 LF 4"PVC 22 LF 4"PVC S1 ?// 65(F 4 PVC Sy (F4"PVC o d. c.� o V1 Valve, 1"Gate r S1 •rl r W r. E4 EQ ❑ BLOCK w FUTURE ~ N 3 s E 6T EQ V4 Valve, 4"Gate . j K 24 K V4 E1 \ 1 K _ FUTURE LAVENDER 1 S POOL i a - + . 11 LF HEIGHTS SUBDIVISION T 22 a ss \ 4 PVC Sr Vs Valve, 6 Gate " y S1 K S1 E4 \ 12(F4„PAC „ VQ /( V8 Valve, 8"Gate I 1 w 1• s 5.00' rn 1 _ \ w / l II 3 RR 12 LF 4"PVC 3 S1 a o s \ i/ 63 F� �. E1 Elbow, 4", 11 1/40 23 95 LF 4"PVC 2 M i/ S�q \ ® ❑ S —— ° • J ••I• • ; • 1 0 V4 K ° K \ 3.00' 3 Elbow, 4", 221/20 • 1. 7 s 1 x W E4 M r T4 S a " \ �uREF N W W _W_ W W N' W W 1 1 SS 1000 " o K 63 LF 5 V TEST E3 Elbow, 4 , 45 FUTURE E.PHENOMENAL ST. - _ _ _ _ _ _ 8 LF 4"PVC Sy BLOCK 6 4 ww �r - E. PHENOMENAL ST. T4 T - 25 LF o Sr 6 300' ss ss ss ss ss ss s s Ss E4 Elbow, 4", 90° w < 10 LF 4"PVC l SL4 i- Er R Sy S I L \ 27 LF 4"PVC PIRR Sy 8 a / / E5 Elbow, 6", 11 1/4° - -- K V4 T4 = 63 LF 4"PVC S 9 r eE \ y NaL U P \ \ 326(F4„P/RC Si rn / W / I Es Elbow, 6", 22 1/2° �� _ T4 _ ❑ V4 SL4 V4 : Sr RR ` \A<<EY\ PTR Sr / FUTURE LAVENDER I // K K i 25 Sr HEIGHTS SUBDIVISION E7 Elbow, 6", 45° 1 V4 L` Sy P, TOE - „ op ti Sr o RR 3 (F4„PAC \ PRR 22(F4„ Ww / I ❑ �' D�.?D s / r K T Sy RR / — E8 Elbow, 6", 90 T� :< 2 ❑ OF S IN p. FUTURE LAVENDER BLOCK 1 ~° \�'° // 5.00' 1 --EG --__ c 3 a 1 Sy - V PRR E9 Elbow, 8", 11 1/4° M ---EG BLOCK 5 ~ wW o as FP HEIGHTS SUBDIVISION I 3 __-_ p r Ec 5 PIRR Ire u o BLOCK 4 S1 ` - _--- _-\ Sr \ L'q VQ \ I E10 Elbow, 8 , 22-1/2 w �0 "P 2 2 3 4 5 s 1 - _- 6 /( 'i I— °°0 PiRR I o K 3 K > K �� oo, __ Ec Sy FUT(/REAI P'R ~ a o \ h' s —\ 7 PIRR (EV E11 Elbow, 8", 45° w L �; 1\\ K V6 C6 S1 S1 V6 N1 "�R LL R1 i S� E3 K ,, 6 / \ ERR z } \\ MA J \ \ , W W W IZ C m E6 57 LF V6 S1 S1 "S S1 o S1 S1 U T6 �� w �\ s / PRy E12 Elbow, 8", 90° z a o \ FP 101(FRR ° SL6 `') U �e / / W z z T. y / o z �O SS W •' \ 'tea o lRR R1 Reducer, 6"x 4" o \cOl\ `fP Q O o cEP ^— — PIA RR PIRR PIRR 26 LF 6"PVC ' \ �. \ / W o v O O 57 LF 6"PVC 287 LF 6"PVC w WW I z o z E, / M R2 Reducer, 8"x 6" � oo o z ��♦ E E7 I E7 E5 K VAL'%90 w 1� I o w S1 CO"QReT RE w sEsr I / FUTURE LAVENDER V °C \ E MA'"S K I / HEIGHTS SUBDIVISION o C4 Plug Or Cap,4" z o � N N2 \ I BLOCK I ` " o w o 0 S? \ ¢ `°� C6 Plug Or Cap, 6" z m LU U \ I I \ ❑II ♦ a 10 S2 / / w I BCD \ - - ♦ a Il 11 \ °o EG SS \ w C8 Plug Or Cap, g„ o _, w < o 3/4 Pressure Irrigation Service Per NMID Standard co U) F 9 — ' EG� ' �\\rOt � ♦♦ 3 � EP 1 S2 S? � � � � s❑ � UTURFE VAIFNs S1 Detail-Type..A.'Riser I - I � 0 0 \ 0 14 I I B 1 —°'— S S\ S2 1"Pressure Irrigation Service Per NMID Standard m I \ j I I \\ °"\\ \\\\ \\\ ♦♦ ♦ ° // 15 Detail-Type"A"Riser, For Long Side Service. III , I \\\\ \ G \ _ \r ♦� Sr / 9 S 11 I j 3 o O ,\ \EG\\\\\ ————roE`\\_ ♦o \' // y V ——— e-—____ , ? \\ S o ❑K P.C.C.Thurst Block(As Required Even If Not Shown) T �I I/y 12 °\ SS . TOE \ O O S Deflect Pipe Per Manufacturers Specifications ' •r O °° \TOE \— �� —_——— rO�l E8 / ♦` RR I r o 13 \ FUTURE LAVENDER \ I I o oaf❑°E❑;� — ------� K °1\ `♦ `� Sy o Vy 16 \ HEIGHTS SUBDIVISION N2 After Testing And Approval Of RPBA, Connect To City Water Service Z j11 W �y _`'D �f °°�TfP �-;_ ° - -- r ��r^�♦♦ Vr BLOCK II _ S1 17 III — ❑ P 0 EP • — \E c \\\ °��T— ros ♦ ` p y 1 \— �l �I K o - 5 _ I \ —r 2 ❑ - - s 6, C y oIm O o — —\—Ec T°e —TOE— \\—TOE— —\— `♦ (F 'AVIi T6 O O P � Ec�roa \roE \ TOE —— \\ RR i V6 0 — I \ Imo„„VQQQ y c n _ L—® fP`O O 4 O Ec roe U D' `r'I SE —roe\ r \ ♦ PARR RZ W UNPLATTED iI I ❑ I �POD°o 00 ` MEN7 FA RR - \\-T°"- O RR LAT --- — 5LF6 PVC II II m = z w I O .t I / 1 \ O O v —`Ec\\\ ERq —roE\\ —TOB— P/RR O I Q < O�� _ _ _ C6 V6 K �; Ca olo m 1 FUTURE LAVENDER a / 1 —EG oEo --EG\=`EG—`- --\T° — \\\,�\ — �— o a z1 HEIGHTS SUBDIVISION I Q/ II �o O o\E ``_` ems❑_``Ec��r�`��T \ '—�T — ---Tos —\\\ IRR ° z O ebP O EP-T ❑roe r°E- - E°T� EG-- --_ --- T 35 LF'- Q / O OE / \\ < III I rCn 1 ❑ w ------- .�� / w 1 O ;r° \� ---_ - SL6 w ❑ / 1 n° O'��❑r°" 92LF8"PVCro ❑-, r -__ ❑ I L—— —— • r—— f7" 0 0 —TOE— r0E\ TOg_ \— // \TOE °E \ roe— = L U " I �EP0�oO^\�yy\ °g r =_ —— `TOE—— \\ r I m m P uP o I "E 0 �� roE\` —— ro Tar _ roe I �-, /�� e - CID I I I °" —roE I I I ❑ L —JL__J JI � W w W ----- \ ® \O o 1 �— —TOE . V w I I r__ L I EP O \ 1 I I I K C8 ♦♦ °o --_ _ j ❑ I m II SOLE , � ♦♦ o \\ \\\ 3 \\ I 0 of fP- OE I 8 C ♦ O EP \TOE �\ \ Oe\Ec o!\\ TOE\ III I I 3 i � i I I i ♦ � bP \ \\ �Q W III I I I � O I o \ o"E_ ---J L--- I o �, _ 1• ❑ w o \ Ec \ 1 I I I T8 I I 1 •f I I BLOCK2 ♦ ♦♦ fPP o \\\\ \�\ 0 V8 1 0 0 \ - - -- -- -- --�-- -- -- -+ -- -- -- -- -- -- -- I-- -- -- -- -- ATIO II I PRESSURE IRRIGATION PUMP ST N �I o W W V8 I I I SEE SHEET C.702 FOR DETAILS I I 111 I 00 I W I I ^I K 10 LF 8"PVC f• f f. • • .19i f • r• •1 • S. ° . 1• 1 . I . S. S° J 51 .J . J.. • f ' • 1 . 1 I • ' f 1. TOO TOB——— TOE —— —TO —roe--TOE — Q EP f E {—EG \\r ` _----ToEP -- TBE -- --ERE -----ERo — ----TOE --_—TOE ————TOE — TOE ---- �EP— -- EG --- EG EG EP— —— EG EP---- EG E6 EP---- EG E ---- EGEP__ `"�6 --- E6 TIE EG —raE EG EG —_ EGTOE — — TOE --_—.�r� Eti ---EGT E TOE ____ EE EP Ep EP EF —44 ` P EP EP EF EP EP EP EP q' EP SAWCUT EP —— E— SAW EP EE vf1L EP �,� ��P P •^°E� -o��"- r� PROJECT NO. 20-0610-LH1 EP _ w SAW — _ W — SAWCUT — W _ _ — —SAWCUw — — — W — SAWCUT — w — — — — w — + — w — — — w — — w — — — — — — — — — — — \ UT— — P W W W w w -W W _�— WC-- —Ew SAWCUT SA DWG FILE C 600 DESIGNED BY SIT _ SAWCUT SAWCUT SAWCUT SAWCUT_ SAWCUT SAWCUT E. LAKE HAZEL RD. —— EP—— P EP ————EP EP Z ' i EP EP Too��— EP EP EP EP EP—EP �— —EP . DRAWN BY JTA -^= aE_=—EtT� oET rce�oE �E EC—=ioE z�=+ ❑ EG EG EG EG EG T—EP_— __ ___—EP— —— ————— ————— —————EP—————EP ———EP—————EP— — /EP—_ EP� - — __ CHECKED BY SIT TOE —TOE TOE TOE _ _ _ _ _ P p - -TOE TOO —Toe T09 ❑ P P EP —E ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm600 SHEET 24 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.600(Irrigation Plan).dwg K K BLACKROCK K I/\\ IRRIGATION PLAN R1 R1 SUBDIVISION R1 1 SCALE: 1" = 50'-0"HORIZONTAL T6 _ 5 LF 6"PVC T6 T6 r 75 50 25 0 50 100 a _ — — • k� CIVIL INNOVATIONS K V6 C6 oc ———roc Pffios — WRR PI —_— I Ell __ PIRR PIRR IR PIRR PIRR NORTH ———T0B —— _'66 —235 LF 6"PVC{ = {g = = a =his ____ _ a — {a HORIZONTAL SCALE IN FEET �� __=fie 701 LF 6"PVC o® 152 LF 4"PVC C4 K � gwvwi � Cj I S1CD S1 S1 S1 S1 S1 S1 S1 S1 S1 � S1 Mj I 3.00' mmil FUTURE LAVENDER 'I BLOCK 9 10 c' 9 8 7 6 \ i BLOCK 9 CONSTRUCTION KEY NOTES > 3 C' 2 1 PRESSURE IRRIGATION PLAN HEIGHTS SUBDIVISION I �� IMPRESSIVE EAST RIDGE n J` �' m SUBDIVISION NO. 1 SL4 Pressure Irrigation Sleeve, 8" PVC, C-900 r L.L I N I N I I � O T O W I 00 3.00' = I SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 N o r l I I I r � ui o r` 0 3.00 - II T4 Tee, 4" � °O 9i K K E2 V4 Im Q m o F o Y O t' •s r V6 N1 K 1 Ts Tee, 6" ' a Fj U_, E4 0 z C,, 6'\� LF w w w w w w w w w w T8 Tee 8"63 12 _ ram;\ - - - - - - - - - - - - > ° 67 LF I � °° p Z _ -- PIRR SW s ss ss ss ss E. BRACE DR. ss ss ss SL6 V1 Valve, 1"Gate 2 o VHEUIGH 0 LF 4"PVC 1 �� LL I I — J I S1 ° °. 3 ? S1 ° ° ° oS1Valve, 4"Gate 12 LF 4 PVC S1 E4 K y K E4 115 LF 4"PVC 63 LF_4"PVC 3 132 LF 4"1a PIRR PIRR — PIRRT6 V6 R1 K77 LF 4"PVC r° Valve, 6"Gate 5.00' E3 1 M V4 SL4 V4M V8 Valve, 8"Gate E LAVENDER 13 2 63 LFS SUBDIVISION 1 4 ti E2 S1 S1 3 8 S1 [Sol] 10 K ,,; K ss Y � S1 ' ; � E1 Elbow, 4", 11 1/4° K _ a $1 S1 15 5.00' 5.00' - z - > y l — — W — — W 101 Elbow, 4", 221/20 a 1 a R — 8 PVC—8 PVC—8 PVC go 5.00' E3 Elbow, 4", 45° o¢ BLOCK 7 BLOCK 8 ti t 12 S1 3 7 LSaj - Sl S1 P E4 Elbow, 4", 90° S1 I $ w FUTURE LAVENDER o S1 16 _ _ HEIGHTS SUBDIVISION $1 E5 Elbow, 6", 11 1/4° SAL 3 0 3 I A I I ❑ ��0 1 > I I Es Elbow, 6", 22-1/2° �co C�ISTE��r K V4 C4Qo 1 T4 K � 11 Si 4 6 S1 I E7 Elbow, 6", 45° Sl S1 I ❑ III ��o 62 S1 I 17 I I I ° 3 c's S1 �� r. �� I S1 I I E8 Elbow, 6", 90 � T� OF r I 1 EMI N P. I- I Lei � FUTURE LAVENDER I I E9 Elbow, 8", 11 1/4° o IIIM 4C f M HEIGHTS SUBDIVISION I IMPRESSIVE EAST RIDGE 10 Si 5 5 S1 I I SUBDIVISION N0. 1 E10 Elbow, 8", 22-1/2° MATCHLINE - SEE SHEET C.600 S1 I S1 is y MATCHLINE - SEE SHEET C.600 I E11 Elbow, 8", 45° w W C/ vi — LLi00, 9 a z } ¢ m - H y z A I BLOCK 10 I E12 Elbow, 8", 90° z a o LU z a 3 1 BLOCK K 7 a 3 m 1 S1 1 2 1 R1 Reducer, 6"x 4" u; 5.00 0 = � w S1 19 S1 1 6 a S1 z U) S1 S1 I S1 o S1 R2 Reducer, 8"x 6" o C2, o z FUTURE LAVENDER 5.00, 5.00, 5.00 ❑ o� S o U_ HEIGHTS SUBDIVISION I = I ' o w L` > K 180 LF 6"PVC E8FK7] °C LU PIRR PIRR C4 Plug Or Cap,4" z o L N s E1 s K E8 -- -- -- -- -- o w o 0 1 FUTURE LAVENDER 10 LF 6"PVC 7 y BLOCK 8 Cs Plug Or Cap, 6" C w W 68 LF K o Sl I S1 20 E4 S1 S1 3 3 S1 S1 HEIGHTS SUBDIVISION $� C6 o O 3 SL4 V4 "' 12 LF 4"PVC V6 C8 Plug Or Cap, 8" cc J J LU < O PIRR E4 E1 K 1 I 3/4"Pressure Irrigation Service Per NMID Standard W U :4 PVC 95 LF 4"PVC T4 K K V4 E1 t:K] I FUTURE LAVENDER K S1 OCK 9 s f •� I HEIGHTS SUBDIVISION Detail-Type"A"Riser z "_17- 17 4 PVC 21 w_� 2 Sop I 1"Pressure Irrigation Service Per NMID Standard *j— S1 ?� 65 26tF4„P _70LF4, m S2 Detail-Type"A"Riser, For Long Side Service. 4"PVC o CFI �C Sy PtrC L) I c, S w o0 �4 y 3 i M Sy [K] P.C.C.Thurst Block(As Required Even If Not Shown) T 3 LL t 3 �� E IN10co E , °E� /� LU 2a N K V4 E1 Sr 1 EQ N1 Deflect Pipe Per Manufacturers Specifications Q - Z H 22 � s ss \ •� .. lltFq„PAC Sy S1 S1 K • N2 After Testing And Approval Of RPBA, Connect To City Water Service N PAC' VQ / II �.g '` � Z 5.00' S1 E4 y \ w�' ° 3 PIRR s 12 LF 4"PVC 3 o s \ - /' 63�F� y �' ; UNPLATTED 23 Sl 95 LF 4"PVC ., o V4 K K 3.00' 3 w 3 E4 M „ r f T4 a " \ �uREE w w K w 63 LF � Sr 5 BLOCK 6 VQ Ww ss HIDCprEST ° 8 LF 4 PVC_ Sy _ - E. PHENOMENAL ST. - - - - T4 T— - 25 LF o Sr 6 3oo, m z SS S SS I� L R S I Q 10 LF 4"PVC SL4 Er Sy 7 27 LF 4"PVC PR I j \ Q J Sy 8 a y z _ R ¢ 0 K V4 T4 = 63 LF 4 PVC - \ Sr 9 a / WW I • PR \ \ 326(F4„p�C Sy s V4 SL4 V4 T4 a S R \ �attEr Sy l °u y P,R FUTURE LAVENDER T K 63 LF K � V4 ti Sy O PIRR 325�F ' \ 'sr 22 l l HEIGHTS SUBDIVISION I 11�! Sy RR 4ii — — —/ . K Sr PIRR W 2 S1 K lQ C4 VQ E —F 3 S P'R P L \-� 5.00'-" \ _ r RR BLOCK 5 ——ec 5 �� PIRR Ir"�� II --- BLOCK 4 3 a 5 S1 — —_ CQ Vq � \ , L- W s C-D —_ _ Sr FUTURE PIR R1 i s E3 K �s — ,, 7 / PIRR A<<EV \ LI-- µ-� - y R I. ,J Mq J \ 8 �RR e J '� S1 DNS S1 o S1 S1 Ln T6 ��; w / PR --- / 9 W �, \ f��0 SS RR PIRR PIRR 26 LF 6"PVC _ 287 LF 6"PVC w \ wW/ I� PIRR 11 s 1+ AtF 1 I E7 E5 K E V � • ' coNc E7 I NSQtE ST, W / FUTURE LAVENDER PROJECT N0. 20 0610 LH1 BLOCK RereREMgNs K I W / HEIGHTS SUBDIVISION ` \\ PIRR PIRR DWG FILE C.601 1 ° S1 7 DESIGNED BY BT W DRAWN BY JTA a 10 S? / 'o a Es FUTURE LAVENDER - CHECKED BY BT SS w " F o HEIGHTS SUBDIVISION ISSUE DATE 08/04/20 0 3 oo I 14 S? S? / / �\ s❑ UTUREE VALW HORIZ.SCALE AS SHOWN y 8 I — '— \\ ss O`ES❑ 3 VERT.SCALE AS SHOWN ° 15 .__ 30.- ° 12 Cm601 P— \ ` .R �3, sr yr -- W SHEET 25 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.600(Irrigation Plan).dwg CD Z W W H O = m = w VARIES 7'-0" 36'-0° 10'0" c� VARIES SIDEWALK 18, 18' SIDEWALK W 58'RIGHT-OF-WAY 1.4. 1'0" CL s o CURB NON-IRRIGATED 5"THICK CONCRETE SIDEWALK,TYP. CURB 13'FUTURE RIGHT-OF-WAY a 20' 38' co LANDSCAPING 3"ASPHALTIC PAVEMENT OVER BRIDGE 4"MIN.OF 3/4"MINUS VERTICAL CURB AND GUTTER PER ACHD 2' 21' 12' 21' 2' (TYPICAL) CRUSHED GRAVEL SUPPLEMENTAL DETAIL SD-701 1.75% 2% 2% 1.75% Cj 2' 5' 8' 2' 18.5' 6" 6" 18.5' 2' 8' 5' 2' --- y 1'LANDING SIDEWALK SIDEWALK VERTICAL CURB AND GUTTER P•5 VERTICAL CURB AND GUTTER V LANDING 24"CONCRETE FORM LINER WATERPROOFING MEMBRANE(TYPE D)TO COVER PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL SURFACE STONE,PATTERN THE FULL LENGTH TO CULVERT PER SEC.511.MIN. a SELECTED BY OWNER(TYP. 3'1 DETAIL SD-701,TYP. 3.0'OVERLAP ON SIDES OF BOX,PROTECT W/SAND ° 3.•r I 2% DETAIL SD-701,TYP. �MPX• BOTH SIDES,WINGWALLS M 1.75k 2% MAX 2% 2% y 20� 2% 1.75% 3'• S THE NOMINAL n f AND CONCRETE RAIL) ' LARGEST 0 AGGREGATE SIZE. g1M g.1M 3rM o gI r Z T T FUTURE SIDEWALK - _ 3"ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER __________ __________ w 00 (SP 3,0.50 INCH(1/2")MIX, VERTICAL CURB NO GUTTER(8"HIGH) VERTICAL CURB NO GUTTER(8"HIGH) ACHD SUPPLEMENTAL DETAIL SD-709 r T cn - oo PG 64-28) PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL 4"OF 3/4"MINUS CRUSHED GRAVEL � DETAIL SD-701A,TYP. DETAIL SD-701A,TYP. L� j 00 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALSj oo 6"PAST CURB AND GUTTER(TYP.) m p o0 0 20"oF6"MINUS PIT RUN TYPICAL COLLECTOR STREET SECTION (WITH ISLAND) TYPICAL STREET SECTION (AT BRIDGE CROSSING) Q Y o COMPACTED STABLE SUBGRADE '- NOT TO SCALE-58'RIGHT-OF-WAY(S. BLOOMERANG AVE.), STA 10+90.00 TO STA 11+55.76 5NOT TO SCALE- (S. BLOOMERANG AVE.) o z O LL.i °° o Z co 0 r Cj a z a a o z C) o= o v o 0 F- F- CD Y 63'RIGHT-OF-WAY m Cca 20'RIGHT-OF-WAY RIGHT-OF-WAY VARIES 3 cc cc 0 a 2' 5' 8' 2' 14.50' 14.50' 2' 8' 5' 2' 13'FUTURE RIGHT-OF-WAY 2' 18.0' VARIES 2' SIDEWALK SIDEWALK V LANDING V LANDING ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 2' 5' 8' 2' 16.0' VARIES 2' 8' 5' 2' 3-1 SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD 702 pX• VLANDING SIDEWALK SIDEWALK M�Op'j_ 1.75% 2% 2% 2% 2% 1.75% 3�M VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER V LANDING r y.. y y " QN AL 1 &r M `a�PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL 3 S T �f 3 r Mqk 1.75% 3.10 DETAIL SD-701,TYP. DETAIL SD-701,TYP. �Mph• 5"THICK CONCRETE SIDEWALK PER ��1 ERA 2% A� 2% 2% ACHD SUPPLEMENTAL DWG.SD-709 2% 1.75% 3'• 2 1/2"OF ASPHALTIC PAVEMENT _.,. x " t 2 4 MINUS CRUSHED GRAVEL - . .. ;- •.. (SP 3 0 50 INCH(/")MIX PG 58-28) "OF 3/4" 4"OF 3/4"MINUS CRUSHED GRAVEL BASE 'g;1M g.1M ��oo qk EXTEND ROAD BASE MATERIALS D� O FUTURE SIDEWALK 3"ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER 10"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) �QP� (SP-3,0.50 INCH(1/2")MIX, ACHD SUPPLEMENTAL DETAIL SD-709 COMPACTED STABLE SUBGRADE T� PG64-28) TYPICAL COLLECTOR STREET SECTION 4"OF 3/4"MINUS CRUSHED GRAVEL TYPICAL LOCAL STREET SECTION OF �� o 4"OF 3/4"MINUS CRUSHED GRAVEL 2NOT TO SCALE-RIGHT-OF-WAY VARIES (S. BLOOMERANG AVE.)STA 11+61.76 TO STA 13+38.11 EXTEND ROAD BASE MATERIALS 6NOT TO SCALE SIN P 20"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) COMPACTED STABLE SUBGRADE LL: U LU H CC U dLU LU U O Z CC O Z d m O Z � Z Q O LU Z Z < � o z LU p J O L U LU U U 50.00' _ zo o g z m 2' 7' 41.0' -, E o 0 >z > ¢ z 21.0' 3.0' 17.0'MIN. a = w SIDEWALK a w cc ¢o w V LANDING 8.5' 2' 9.5' GRAVEL VARIES VARIES-SEE PLAN z o c')' N U) z o „ SHOULDER ¢ z CC w O ¢ = LU O p J } C Y INSTALL BORROW DITCH WITH CONTINUOUS z w w `c: a SAND TRENCH PER ACHD STORMWATER 6"OF 3/4"MINUS CRUSHED GRAVEL m LU DESIGN GUIDELINES STD.DWG.DETAIL 05 c z ~ o W = C„ N 4.y SAWCUT LINE REFERENCE ISPWC o Cl- SD 301 AND cc ¢ 2-1Mqk ACHD SUPPLEMENTAL DWG.SD-303 AND SD-806 m _J 7'SIDEWALK EASEMENT 40'RIGHT-OF-WAY 10'SIDEWALK EASEMENT 1.75% _J 2' 36.00' 2' 4 q 1 '1 MAY , M 2% 1%MINr4%MAX. � _ = �,- W Uj 2' 7' 2' 16.00' 16.00' 2' 10, 2' Mom' SIDEWALK SIDEWALK THICK 3 2'MIN `., z 'DEPTH OF ASTM . NOTE' 1'LANDING 1'LANDING 5"THICK CONCRETE SIDEWALK PER C-33 FILTER SAND VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER ACHD SUPPLEMENTAL DWG.SD-709 12.01 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL 4"OF 3/4"MINUS CRUSHED GRAVEL 2. NO CROSS SLOPE ALLOWED ON LANDINGS DETAIL SD-701,TYP. DETAIL SD-701,TYP. MpX. 3. NO TOLERANCES WILL BE ALLOWED r 1.75% 2% 2% 1.75% 3' ■ g.1 M3. MqX 5"OF ASPHALTIC PAVEMENT O 3"ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER OR MATCH EXISTING, "OF 0.50 INCH CRUSHED MIX, GAVEL ACHD SUPPLEMENTAL DETAIL SD-709 4"OF 3/4"MINUS CRUSHED GRAVEL PG 64-28) INCH(1/2")MIX, 4"OF 3/4"MINUS CRUSHED GRAVEL WHICHEVER IS GREATER 25"OF 6"MINUS PIT RUN Z 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALS COMPACTED STABLE SUBGRADE O 20"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) TYPICAL COLLECTOR STREET SECTION TYPICAL BORROW DITCH SECTIONCOMPACTED STABLE SUBGRADE OT TO SCALE-40'RIGHT-OF-WAY(S. BLOOMERANG AVE.),STA 13+65.38 TO STA 14+55.27 NOT TO SCALE-E.LAKE HAZEL ROAD 0 O Q J y o < W z p pAgp CaLU F_ $TAN G060 CD LUp S�1011 cc _ LU ( Cm z } ¢ z ECTION LU U z CD CIOTRANSITIpN$ W W O = W W W Y °' J Ir W a- w o M i a 20'-0' a o o W 13'SIDEWALK EASEMENT 40'RIGHT-OF-WAY 18'SIDEWALK EASEMENT NpARp INE / 18'-0"ASPHALT DRIVEWAY d 2' 36.00' 2' $TA Ep$�g2) F�$�1 i 1.-O° 1.4. 2 SIDEWALK 8 2 16.00' 16.00' 2' 8 10,SIDEWALK 2 AOLLONp 50,10) p 1 / gE 3'1 MqX 8"THICK RIBBON CURB(TYP.) 2% 8"THICK RIBBON CURB(TYP.) V LANDING T LANDINGUJI VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER i 16$N ALL PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL / AjERA�N$E g.A M� 3.1 M 3 rMAX 1.75% 2% DETAIL SD-701,TYP. DETAIL SD-201,TYP. 2% 1.75% !S.A Alf1RAN$I •.• „...; ;~ _ f / AN ENp$p EXTEND ROAD BASE MATERIALS 21/2"ASPHALTIC PAVEMENT "" ''` 3•1 ESP TN 6"PAST CURB AND GUTTER(TYP. g.1 M MqY FpR�O AT g0 ) 10"OF 3/4"MINUS CRUSHED GRAVEL 3"ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER PP TALE COMPACTED STABLE SUBGRADE PROJECT NO. 20-0610-LH1 (SP-3,0.50 INCH(1/2")MIX, ACHD SUPPLEMENTAL DETAIL SD-709 IN PG 64-28) 4"OF 3/4"MINUS CRUSHED GRAVEL NOTE: DWG FILE C.700 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALS SEE PLAN VIEW FOR LOCATION,DISTANCES AND OFFSETS DESIGNED BY BT 20"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) DRAWN BY JTA COMPACTED STABLE SUBGRADE 4TYPICAL COLLECTOR STREET SECTION 8NOT VERTICAL TO ROLLED CURB TRANSITION SECTION ASPHALT DRIVEWAY DETAIL CHECKED BY BT NOT TO SCALE-40'RIGHT-OF-WAY(S. BLOOMERANG AVE.), STA 14+96.45 TO STA 15+89.95 TO SCALE-ISPWC STANDARD DRAWING SD-707, MODIFIED 9 NOT TO SCALE ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm700 SHEET 26 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.700(Details).dwg FINISH GRADE 1 2 A.1/A.1-1 NO TREES OR SHRUBS OVER SEEPAGE BED t _ DC ��`��`��Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa��a��a\ate��i i = f _ ••-'•::"�` '�� • 1=LI=111-1I i i NATIVE BACKFILL IN 6"LIFTS ell - �\�\� COMPACTEDT095%PROCTOR DENSITY ��i� III-III -III=III - °_4.°,e A.2 i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/ II II III �II a °o AP °g erg° o °gam A.3 g � NON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP s 3 ° AND SIDES OF SEEPAGE BED. OVERLAP OF 1'MINIMUM. PLAN CONCRETE COLLAR D n � � N.T.S. //� CANGULARJ�n 3/4"-.-2"ROCK ° a `I r T CD � �o g W 00 M Q A.4 ut g o ; T o 0 �18"� p M CO g m > cc) ASTM C33 FILTER SAND 1.5' _J" .._� J o ". ;. e m m p 00 o 0 A.5 0 - ° Y � .� ` I I LU _U 1= MIN.EXCAVATION W x s s ' 0- O z 2757 --- --------------- 1 SEEPAGE BED SECTION VIEW w 6 Q `co m CD _ - - _ _ _ SECTION CONCRETE COLLAR Z o 2756.66 FG/NG a c > N.T.S. Z r 2755.38 FL/GB 275ssa Fc/Nc\ 4 0 14+67.57,15.67,L I, 2 756.17 FL` �j MONITORING WELL(GROUND WATER OBSERVATION w 14+72.5 ,15.67'L S� WELL)-SEE DETAIL SD-627 ON THIS SHEET 2756.47 Fc/Nc NO TREES OR SHRUBS OVER SEEPAGE BED A.1/A.1-1 e w w a l w w w w w w T TRANSITION FROM SOLID - ` WALL TO PERFORATED PIPE iiiiiiiii iiii iiii I I 2755.30 FL/GB I �� NATIVE BACKFILL IN 6"LIFTS �\\\\\\�i\�i/��ii��ii��ii��ii��ii� �ii��i/�\\\ Cj 2 56.52 AC 5' MIN. OF 18"SOLID WALL PIPE(MIN.) ��/�/�/�/�/�/�/� �� COMPACTED TO 95%PROCTOR DENSITYA�A�A�A�A�y��/%�/%�/%�/%� \A�✓�A 14+62.57,10.6T `�i`�i��i��i��i��i��i��i�i i i i i i i iiiiiiiiii� /iiii 14+7 .57,0.00' o E. PHENOMENAL ST. �� /%%��'%�� A.2 ANGULAR 3/4"-2"ROCK ° N 1 INLET FROM STORM DRAIN MANHOLE 18"NON-PERFORATED PIPE 18"PERFORATED PIPE CAP END s ss ss ss s 2756.17 FL ss ss INV.=A.3 -------- ----INV. =- (SEE PLANS FOR LOCATIONS) --- -------------------- �a A.3 f I \21756, 14+72.57,15.67'R 275s.00 Fc/Nc nnn; [ N.T.S. 2754.90 FL/GB \ 4"OF 3/4"PIPE BEDDING , a� ANGULAR 3/4' 14+62.57,15.67'R \ ��5� � ova DAD��U vwv w � � �D g � aaD g � a � � a o � `�' D`•U c�-IJ A.4 O 2 1�AL 755.76 FG/NG-\ 2755.57 FG/NG - - - - I \ � - - - ASTM C33 FILTER SAND 2017 ACHD REVISION �� C, sST 2755.65 FG/NG 2755 1 ` A.5 Ulf 2754 :: MIN.EXCAVATION IDAHO STANDARDS \ �W 2754.50 Fill o 2754.50 FUFG L _ FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING �I 0 14+11.57,41.50'R I 2753 14+62.57,41.50'R \ r� 3'MIN. CONSTRUCTION OBSERVATION WELL S D o 6 2 7 2751.50 TOE - 2752 2751.50 TOE SEEPAGE BED PROFILE VIEW HIGH GROUND WATER (ACHD SUPPLEMENT) 14+23.57,53.50'R 12-0" 27'-0" 12'0" 1 14+50.57,53.50'R ` f� X, O F \ �Q� `� INSTALL STORM DRAIN ELECTRONIC MARKERS AT ALL FOUR CORNERS.SEE STORM DRAIN MARKER IN P LEGEND M NOTES ON THIS SHEET. Qi WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER �s S MATCH EXISTING N M 1 QQ 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED ,4:1 SLOPE,TYP. �" N n n N I CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) w N N TEMPORARY N N N (��, N � 3 \ I DRAINAGE O 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER p \ \ I POND O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- CC � a o CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS '-'-' LU vT \ SEEPAGE BED AREA = o z 2751.50 TOE I I 2751.50 TOE W 1 PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" cc o } 14+23.57,80.50'R \ N PIPE. DRILLED WELLS MAY USE 4" PIPE o ¢ C° 2752 14+50.57,80.50'R O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK z > z Q o - -2753- -------------------------zzzz----------------- O POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY ' ' z z 18"NON-PERFORATED PIPE 18"PERFORATED PIPE O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. LU o J 2754.90 FG/NG I 2754 INLET FROM STORM DRAIN MANHOLE INV.=A.3 INV.R AE CAP END CAP END W USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES cc LU _ _ _ _ _ _ _ _ _ _* 1 (SEE PLANS FOR LOCATIONS) --------~------------------------------------------------ z v cn 2754.88 FG/NG 2754.89 FG/NG-- l 2754.50 W \ NOTES: - CD o o z 14+62.57,92.50'R \ U' o 2754.50 TOB I MONITORING WELL W2 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR a � F- w a SEE NOTES THIS SHEET STORM DRAINAGE FACILITIES } z - 14+11.57,92.50'R \ \ SEEPAGE BED AREA 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS z o cn c, 1 BLOCK 1 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD o zo w \ I I \ 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION o v, L) z w MONITORING WELL z m I 3 \ \ 5'MIN. L 5 50' ®SEE NOTES THIS SHEET ¢ zcc � S U.) _ = SEEPAGE BED PLAN VIEW "' z 1 TEMPORARY STORM DRAIN POND PLAN VIEW SCALE: 1" = 20' T SEEPAGE BED TABLE ■ 0 SEEPAGE BED NO. A.1 A.1-1 A.2 A.3 A.4 A.5 L W W1 W2 D Z (LOWEST FG)(HIGHEST FG) (LENGTH) (WIDTH) (WIDTH) (WIDTH) (DEPTH) 1 2747.43 2748.75 2745.90 2741.75 2739.90 2738.40 64.0' 15.0' 7.5' 7.5' 6.0' Z 12' 27' 12' O 2 2754.78 2755.77 2752.40 2747.05 2746.40 2744.90 173.0' 15.0' 7.5' 7.5' 6.0' 18"DIA.CORRUGATED HOPE OR PVC WALL DRAIN PIPE. 3 2756.31 2756.85 2753.90 2751.90 2747.90 2746.40 60.0' 15.0' 7.5' 7.5' 6.0' 90° TOP OF POND EL.2754.50 -- -HW=2753.95- -YR) ------ TOP OF POND EL.2754.50 ------------------- - ----- ------------- 4 2757.86 2758.22 2755.50 2753.38 2749.50 2748.00 18.0 15.0 12.0 3.0 6.0 , SAX R:1 M 45° \��45' 4.-1-r / 100-YR VOLUME=3415 C.F. M 5 2747.88 2749.17 2745.50 2743.40 2739.50 2738.00 142.0' 15.0' 7.5' 7.5' 6.0' Q m BOTTOM OF POND EL.2751.50 6 2746.74 2747.63 2744.35 2742.25 2738.35 2736.85 149.0' 15.0' 7.5' 7.5' 6.0' o_ NOTE: 3/8"PERFORATIONS IN VALLYS OF oll' ¢ Q 1. CONTACT ACHD AND THE PROJECT ENGINEER TO WITNESS ASTM C33 7 2747.05 2747.66 2744.70 2742.55 2737.70 2736.20 75.0' 15.0' 7.5' 7.5' 7.0' CORRUGATED PIPE.5 EA. y INFILTRATION TESTING PRIOR TO PLACING THE FILTER SAND. FILTER SAND z 8 2747.15 2747.99 2744.75 2740.80 2738.75 2737.25 121.0 15.0 7.5 7.5 6.0 Q y z DESIGN INFILTRATION RATE IS 8"/HR. 18"PIPE PERFORATION SCHEDULE _ 2. SOILS AND GROUNDWATER INFORMATION PROVIDED BY =1 NATURAL RESOURCE SOLUTIONS,LLC REPORT DATED p[ Ir NOVEMBER 29,2013. L U CD OVER-EXCAVATE BOTTOM OF POND A MINIMUM SEEPAGE BED DESIGN NOTES: 2017 ACHD REVISION C F OF 2'INTO FREE DRAINING MATERIAL. 1. SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALS TESTING AND INSPECTION DATED MARCH 2O15. CO GROUND WATER WAS NOT ENCOUNTERED IN ANY TEST PITS OR OBSERVATIONS WELLS.CONTRACTOR SHALL NOTIFY THE IDAHO STANDARDS TEMPORARY DRAINAGE POND SECTION ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM OF THE DESIGN ELEVATIONS FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING W FOR ANY INFILTRATION FACILITY. CONSTRUCTION OBSERVATION WELL S D-6 2 7 = 2. DESIGN INFILTRATION RATE IS 6.0 INCHES PER HOUR. (ACHD SUPPLEMENT) 2 OF 2 2 TEMPORARY STORM DRAIN POND DETAIL 3. CONTRACTOR TO HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE TEST RESULT IS LESS THAN THE DESIGN INFILTRATION RATE,CONTRACTOR MAY NEED TO BLAST OR NOT TO SCALE BORE TO CREATE A CONDUIT FOR DRAINAGE OR HAVE THE SYSTEM REDESIGNED TO ACHIEVE THE REQUIRED INFILTRATION W RATE.PERCOLATION TEST TO BE WITNESSED BY ACHD INSPECTION STAFF. Q 4. 100-YEAR DESIGN STORM RUNOFF VOLUME: SEEPAGE BED NO.1: REQUIRED STORAGE VOLUME=2,315 C.F. Z SEEPAGE BED CONSTRUCTION NOTES: SEEPAGE BED N0.2: REQUIRED STORAGE VOLUME=6,219 C.F. W 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX SEEPAGE BED NO.3: REQUIRED STORAGE VOLUME=2,137 C.F. HSGW ELEVATION. SEEPAGE BED NO.4: REQUIRED STORAGE VOLUME=622 C.F. 2. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. SEEPAGE BED NO.5: REQUIRED STORAGE VOLUME=5,137 C.F. 3. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. SEEPAGE BED NO.6: REQUIRED STORAGE VOLUME=5,378 C.F. 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. SEEPAGE BED NO.7: REQUIRED STORAGE VOLUME=3,124 C.F. 5. ANY BEDROCK ENCOUNTERED DURING SEEPAGE BED CONSTRUCTION SHALL BE BLASTED. 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. SEEPAGE BED NO.8: REQUIRED STORAGE VOLUME=4,329 C.F. 7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. PROJECT NO. 20-0610-LH1 STORM DRAIN MARKER NOTES: 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY: DWG FILE C.701 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING B)BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PIT RUN GRAVEL. DESIGNED BY BT CONSTRUCTION AND PRIOR TO BACKFILLING. C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. DRAWN BY JTA D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4"TO 2"ROCK IS REQUIRED WITH MINIMUM 50%SINGLE FRACTURED FACE IN PLACE OF 2"DRAIN ROCK. CHECKED BY BT MONITORING WELL NOTES: E)FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE ISSUE DATE 08/04/20 1. THE MONITORING WELL LOCATED OUTSIDE OF THE SEEPAGE BED SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THE SUBGRADE. BOTTOM OF THE SEEPAGE BED AND SHALL BE INSTALLED WITHIN THE PROPOSED SIDEWALK A MINIMUM OF 50'PAST THE 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO HORIZ.SCALE AS SHOWN END OF SEEPAGE BED.SEE ACHD SUPPLEMENTAL DRAWING DETAIL SD-627 ON THIS SHEET. SEEPAGE BED NOS. 1-8 DETAIL FINISHED GRADE IS REQUIRED. VERT.SCALE AS SHOWN SEEPAGE TO SCALE Cm701 SHEET 27 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.700(Details).dwg 2"FILTER LINE-DISCHARGE TO FARR LATERAL -------------------------- - \ \ \ P/RR PIRR W TcE -- ---- --- O r \ \ \rPo 1-1/2"REMOVE CONTROL VALVE PROGRAMMED TO ACTUATE DURING PUMP ACTIVATION.CONNECT PER - --_ - - C7 _T°E - _ CIVIL INNOVATIONS Cj NOTES. d 00-r�___ _ \\\\\ 27s2-- ;_'° _ -_-_ ----------- - - - '� NORTH / 4 FOOT-2 LAMP FLOURESCENT LIGHTS iv _\\ -- -r°E- / / - \ \ \ / 611 T 12"INV EL.2751.66 ° \O- 2 52 EX/STjIyO pARq L4TER41 r�i -2754- 27SS \O\\ 1"DRAIN VALVE AND VALVE 2"PRESSURE RELIEF VALVE DISCHARGE INTO WETWELL \r�\ ;�`__\ i-__O'°` -_ ---2753-__ \ \ O�, BOX TO GROUND LEVEL ,;,- j t -!E� --__ -r°E- 3 ---- n 8"DISCHARGE LINE - V-1000 FILTER , - 00° ° - -` 2754` I \ _ SEE IRRIGATION PLAN /// \ \ o .j \ \\°\ `r°° -_ 2j5� `\ w 00 FOR CONTINUATION 8"COLLECTOR CHECK VALVE(TYP.) o -Ec_, -__ -__ _ T 8"DISCHARGE LINE °° _\ 2755� -__ ti_, - 27 2"DISCHARGE LINE `\ ___-___ __\ O ~ T °1 SHUT-OFFVALVE(TYP.) oo �_ \\ _ a / S2_-` C/� N t \ _ __ T�\ -r `T°E TO FARR LATERAL 1'-10" 1'-10" VALVE AND FILTER CONTROL.MODEL NO.V-1000 WITH 2" - - - - CW 1000 -`°-, -, \- -_ r __ ``'� -_ \`Tcc � °O I ;r � r� -___ \ \ EXISTING �- m p o0 0 ELECTRIC CONTROL VALVE AND VF-AC FILTER CONTROL i `E°- EXZST/NR qR E°O O'er-� O 1` - _; WITH 12"RCP - a Y - o-_ -ros `ros C \ __ CV ESSROgp `Ec, _ -------- _ ,-,_ _� INV=2751.96 oC -r�� ` r \ \\% // \\ \T�\\ \\ \\Ec _` O Z \ \ / PERIODIC MATERIAL REMOVAL \`ro _ \� _ LU _ - _- - - \ O u i O ^a \\_�\ � �_\\\ `\O\\ \ \°a \- _ J - '°° - l56' - \=\°E \� \� _ _ - _ CD -TOe- _EG \ \ - TOf _ \\ ROD-BEND 90 DEGREES a- t ^ Opj `r� ��! ? _ \` - --__ `-_ - E°--- '°" INSTALL 4'x4'IRRIGATION BOX N0.1 WELD TO ACCESS DOOR o - - _ _ _ _ \\ -- ® ® t a ® ® � \ \� _ ---O_ Or°°- _--r�O O° ,�-- -E°- I_` �(AT END OF EXISTING 12"RCP) 5'-6" - -- - _- I E°-RIM=2755.60 - MAIN STEP-DOWN BREAKER - _ -r�_- --__ - -r�_- - - EP _ I EXISTING 12"RCP INV INN =2752.80 I DISCONNECT TRANSFORMER PANEL 3'x 3'WET WELL ACCESS DOOR \>° FgRR O - EP _ lqt\�E ----_ -a¢_ TO° �--- I 12"PVC INV OUT(S)=2751.85 ,•, . ° P• •• q�ENt METER 1'6" 11'6" 1'-0„ EP '° ,\\ \ -_ \\ O \\�\ O �'°e \ -E° `_�- ---kp c� -'OE EP \EP \\ \EP N �� I - - -2755 "EP \ \ EP \ \ \^oa \\\ k \\ /� - / / PRESSURE IRRIGATION PUMP STATION PLAN VIEW \EP O EP \ ` \\ // -TOE \ �s \ _ 3 '2754-0 - ROOFHATCH �� EP �jS30 \ ��/ / --� \ \ TOE / 409/- TOa -'�_ �c-- EP O EXISTING WEIR STRUCTURE EP °° _- -------_ TO BE REMOVED ----TOE --O OONAL ��G __ \\ / TOE TOE \ - \ -TOE J� PIRR `� /// I EP \ �IS T�`E,� f I PIRR EP 36.45 LF 12"PVC @ 0.52% / = EP I 0�62 (INSIDE STRUCTURE WALL O 2753 a O /��/�p�0 o TO INSIDE STRUCTURE WALL)EP v� OO h 0 F 8"PVC \EP PROVIDE P.S.ENCLOSURE WITH HARDY BOARD SIDING IN P. �O EP 12"CLR. 2' NOTES:CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND EXISTING LINES TO INSURE NO DAMAGE. I \ 12"PVC INV=2751.66 MIN. 2. CONTRACTOR TO DEWATER AROUND CONSTRUCTION OF THE STRUCTURE TO INSURE A SOUND PRODUCT. I - `� to EP 3. #4 REBAR SHALL BE PLACED AT TWO FEET ON CENTER BOTH HORIZONTALLY AND VERTICALLY.ANY I 5'-p r • o CONNECTING OR OVERLAPPING SPLICES SHALL OVERLAP ONE FOOT AND BE TIED AT TWO PLACES SIX INCHES I POINT OF CONNECTION • cc c~.D a 8"DISCHARGE LINE Lu w APART.ALL VERTICAL STEEL SHALL HAVE A MINIMUM ONE FOOT HORIZONTAL LAP ATTACHED TO THE SEE IRRIGATION PLAN x m 8"FLOW METER.SEAMETRIC WMX o 2-- HORIZONTAL REBAR.ALL BENDS SHALL HAVE A MAXIMUM 1"RADIUS. FOR CONTINUATION z cc o } 101-FLG.MAGMETER OR EQUAL 8"PIPE COLLECTOR AND DISCHARGE PIPING o a F m 4. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 6000 PSI(MIN.). I z a o BUTTERFLY VALVE.REMOVE HANDLE LU z PROPOSED SCREEN BOX o z EXCEPT FOR MAINTENANCE w o - SUPPORTS TYP. I SEE DETAIL ON THIS SHEET z = J � DRAIN PLUG 6" 5'-6" 6" o � FINISHED FLOOR EL.2755.60 O O + I PUMP STATION = PROPOSED PRESSURE IRRIGATION o o g z TOP OF SCREEN BOX EL.2755.60 I SEE DETAIL ON THIS SHEET o w F- FINISHED GRADE EL.2755.10 rn a m w a BLOCK 2 } m ,z m m FILTER FLUSH VALVE o L a o 1-1/2"FILTER LINE FROM REMOVE I w LU CONTROL VALVE FOR FILTER SEE IRRIGATION PLAN FOR CONTINUATION 1 z � HIGH WATER LEVEL EL.2754.60 HW EL.2754.60 I m w 8"DISCHARGE LINE I w M = ° 10"INV EL.2752.00 10"INV EL.2752.10 ° z 1"DRAIN VALVE AND VALVE BOX I I ° 1 CU.FT GRAVEL SUMP Q TO GROUND LEVEL CW 1000 - 10"PVC PIPE 10"PVC PIPE- . °. r ■ 12"INV IN WATER-TIGHT CONNECTION(TYP.) EL.2751.66 BOTTOM OF SCREEN BOX EL.2750.60 PLAN VIEW O a 2 SCALE: 1" = 10'-0"HORIZONTAL Z Z MP A PU DATA: Pi:3 HP-ABB PUMP(JOCKEY) 6 6 O P2:15 HP-ABB PUMP P1 P2 P3 MOTOR SHROUD FOR COOLING FOR P3:15 HP-ABB PUMP SUBMERSIBLE MOTORS(TYP.) y U) _ J 500 GPM @ 190 FT TDH NOTES: w 1. THE SKID FOR THE NEW PUMPS SHALL HAVE A FRAME CONSTRUCTED OF 4 X 1-3/4 X.321 (7.25 LBS/FT)CHANNEL AROUND THE A ® p A p PERIMETER OF THE SKID.LONGITUDINAL MEMBERS SHALL SUPPORT THE PUMP AND PIPE SUPPORT MEMBERS.INSURE THAT 0 z O v THE WET WELL PORTION IS COVERED BY THE SKID MEMBER.A NON-SKID PLATE WITH BASIC MEASUREMENTS OF 7'-6" FEET X BOTTOM OF WET WELL EL.2742.60 T T 13'-6"FEET X 3/16 INCH SHALL COVER THE FRAME.ALL METAL SURFACES SHALL BE SAND BLASTED TO BARE METAL AND THEN _____ _ ___ O Q SEALED BOTTOM END COATED WITH BLUE EXPDXY PAINT.05 INCH THICK. MOUNTING HOLES FOR THE PUMP SHALL BE DRILLED PRIOR TO PAINTING. 2' Q U) a • ,. .° AN ACCES DOOR IN THE NON-SKID PLATE SHALL BE PROVIDED AS PER PLAN. Cn P 2. THE PUMP CONTROL PANEL SHALL BE UL LISTED AS AN INTREGALLY ASSEMBLED UNIT.THE PUMP SHALL BE CONTROLLED WITH AN ABB "VARIABLE FREQUENCY DRIVE"OR EQUAL THAT CONTROLS DOWNSTREAM PRESSURE AT VARYING FLOWS CENTERLINE STATIONING Z WITHOUT ANY CYCLING OF THE PUMP MOTOR UNLESS FLOW IS STOPPED.THE CONTROLS SHALL BE INSTALLED AS PER STRUCTURE CONTROL y Q z 60"WET WELL MANUFACTURERS SPECIFICATIONS.THE SYSTEM SHALL BE PROTECTED WITH A LOW PRESSURE SWITCH.ALL CONTROLS `D ® ® POINT(CENTER OF BOX) 0 O SHALL BE OF INDUSTRIAL QUALITY. THE DELIVERY PRESSURE SHALL BE SET INITIALLY TO OPERATE AT 70 PSI.FINAL pC Q ADJUSTMENTS SHALL BE COORDINATED FOR THE PROJECT SITE.THE PRESSURE MAINTENANCE(PMP)SHALL BE SIZED TO LJJ CD 4'-0" OPERATE IN THE PARAMETERS OF THE MAIN PUMP.THE SUBMERSIBLE PUMP SHALL BE SHROUDED TO PUMP FROM THE 6" 6" 2E OC PRESSURE IRRIGATION PUMP PROFILE VIEW BOTTOM OF THE MOTOR OF THE PUMP.THE PUMPING OPERATION SHALL BE PROTECTED WITH A LOW WATER SHUT-OFF DEVICE THAT SENSES THE WATER LEVEL IN THE WET WELL.A HARMONIC FILTER PER IDAHO POWER COMPANY SPECIFICATIONS SHALL PLAN cc NOTES: BE INSTALLED TO PREVENT HARMONIC DISTUBANCE BY THE VFD. W p 3. AN AUTOMATIC STAINLESS STEEL SELF CLEANING FILTER WITH SUCTION CLEANING OF THE SCREEN SHALL BE INSTALLED.THE = U) 1. CONTRACTOR TO DEWATER AROUND CONSTRUCTION OF THE STRUCTURE TO INSURE A SOUND PRODUCT. FILTER SHALL HAVE A FLOW OF 500 GPM,150 PSI RATED WORKING PRESSURE,MINIMUM WORKING PRESSURE OF 35 PSI,448 w 2. #4 REBAR SHALL BE PLACED AT TWO FEET ON CENTER BOTH HORIZONTALLY AND VERTICALLY.ANY FOUR%"x 4"ANCHOR BOLTS EXPANDED METAL LID(59"x59") SO.IN.200 MICRON FILTER SCREEN, INLET/OUTLET OF 6 INCHES,A 2 INCH FLUSH VALVE AND A HYDRAULIC DRIVEN CONNECTING OR OVERLAPPING SPLICES SHALL OVERLAP ONE FOOT AND BE TIED AT TWO PLACES SIX SCANNING DEVICE.THE FILTRATION SCREEN SHALL BE 300 MICRON.THE FILTER SHALL BE A MODEL V-1000 FILTER MADE BY WITH WASHERS INCHES APART.ALL VERTICAL STEEL SHALL HAVE A MINIMUM ONE FOOT HORIZONTAL LAP ATTACHED TO VALVE AND FILTER CORPORATION OR EQUAL.THE FILTER SHALL BE CONTROLLED BY A DIFFERENTIAL PRESSURE CONTROLLER W THE HORIZONTAL REBAR.ALL BENDS SHALL HAVE A MAXIMUM 1"RADIUS. SUPPLIED BY THE FILTER MANUFACTURER.THE FLUSH LINE SHALL DISCHARGE INTO THE DOWNSTREAM GIRR LINE.THE FLUSH TOP BOX ELEV.(RIM) Q 3. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 6000 PSI(MIN.). LINE SHALL BE SLOPED TO DRAIN WITH APPROXIMATELY ONE FOOT OF COVER.THE PIPE SHALL,POINT DOWN TO DISCHARGE THE WATER.THE PIPE SHALL BE 1.5"PE 100 OR EQUAL. 4. ALL STEEL PIPING SHALL BE SCHEDULE 80 RATED AT 155 PSI WITH STEEL 1/2 INCH FLANGES.ALL FABRICATED PIPING SHALL BE SAND BLASTED AND COATED WITH GREY EPDXY PAINT.05 INCH THICK.ALL STEEL UNDERGROUND SHALL BE PROTECTED WITH A COLD TAR WRAP OR COATING PER MANUFACTURERS RECOMMENDATIONS UNLESS THE MATERIAL IS DUCTILE IRON. 5. THE PUMP STATION SHALL BE ENCLOSED WITH A FRAMED WOOD BUILDING WITH A HARDY BOARD SIDING AND A ROOF HATCH a FOR PUMP MAINTENANCE.THE CONCRETE SLAB SHALL BE 6 INCH THICK ON GRADE WITH#4 REBAR AT 2 FT.OC.EACH WAY. ______ _ _____ THE BUILDING SHALL BE FASTENED TO THE CONCRETE WITH ANCHOR BOLTS AT 36 INCH ON CENTER.THE BUILDING SHALL SEE PLANS FOR PIPE SIZES, INV OUT INV IN MEET ALL LOCAL BUILDING CODES FOR THE PURPOSE IT IS TO SERVE.PAINT BUILDING AS PER ARCHITECTURAL SPECS.A 3'-0" X 6'-8"LOCKABLE METAL DOOR SHALL BE INSTALLED ON ONE SIDE. A VENT ON EACH END OF THE BUILDING SHALL BE ELEVATIONS AND LOCATIONS _____ _ ______ INSTALLED.THE VENTS SHALL BE SCREENED,LOUVERED AND HAVE AN AREA OF 2.5 SQUARE FEET.A TEMPERATURE PROJECT NO. 20-0610-LH1 CONTROLLED FAN SHALL BE INSTALLED AT THE UPPER LEVEL VENT AND CAPABLE OF MOVING 1600 CFM. 6. THE PUMP COLLECTOR SHALL BE EQUIPPED WITH A PRESSURE RELIEF VALVE CAPABLE OF 500 GPM BERMAD OR EQUAL. DWG FILE C.702 DISCHARGE INTO WET WELL. DESIGNED BY BT 7. ALL CHECK VALVES SHALL BE SPRING LOADED"NON-SLAM"TYPE VALVES. 6" 4'-0 6" 1 PRESSURE IRRIGATION PUMP STATION DETAIL 8. ALL BUTTERFLY VALVES SHALL BE GRINNELL OR EQUAL. i F DRAWN BY JTA NOT TO SCALE 9. THE FLOW METER SHALL BE A BADGER MAGMETER OR EQUAL SUITABLE FOR SHORT FLOW STABILIZATION SIZED FOR A 8 INCH SECTION A-A CHECKED BY BT PIPE WITH A TOTALIZER.THE READING SHALL BE IN GALLONS PER MINUTE WITH A DIRECT READOUT INTEGRATED INTO THE NOTE: ISSUE DATE 08/04/20 PUMP STATION CONTROL PANEL. 1. SEE THIS SHEET FOR PIPE SIZES,ELEVATIONS,AND DIRECTION OF FLOW. 10.THE INTAKE WATER INTO THE WET WELL SHALL BE PROTECTED WITH A CLEMON'S CW 1000 SELF CLEANING SCREEN OF 30 2. BOXES SHALL BE CONSTRUCTED TO BE WATERTIGHT. HORIZ.SCALE AS SHOWN MESH.A REMOTE CONTROL VALVE ON THE D.S.SIDE OF THE DISCHARGE FILTER SHALL PROVIDE FILTERED WATER TO THE VERT.SCALE AS SHOWN SCREEN AND OPERATE WHENEVER EITHER OR BOTH OF THE MAIN PUMPS ARE IN OPERATION.THE VALVE AND LINE TO THE SCREEN SHALL MINIMUM WITH BE CAPABLE OF 20 GPM AND A MINIMUM OF 40 PSI.PIPING TO THE SCREEN SHALL BE PE 3406100 PSI 12"COVER OUTSIDE OF BUILDING TOT YPICAL CONCRETE 4' x 4' IRRIGATION WITH 1' SUMP 11.THE WET WELL SHALL BE EQUIPPED WITH STEPS CONFORMING TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. TO SCALE Cm702 LOCATE STEPS BELOW THE ACCESS HATCH DOOR. SHEET 28 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.700(Details).dwg E. AMLAVENDER HEIGHTS SUBDIVISION NO . lm BRIDGE CROSSING lh ITY ROAD MERIDIAN, IDAHO - 2020 CIVIL INNOVATIONS LOCATED IN IN THE NW 1/4 OF THE SE 1/4 OF SECTION 28, NORTH O T.3 N.,R. 1 E., B.M.,MERIDIAN,ADA COUNTY, IDAHO O� W O CS N C2 n o y h � � T O T O w r E (� 00 N � U c ui \ I ^ p 00 O 1 " / \ O Q � O \ \ \ ro I I 40'RIGHT-OF-WAY W o w � I I 20.00' 20.00' a a I \ a o L L� W Cl m Z 18.00' 18.00' ° I \ \ y o a FP 1`6� ` \ Z P/ \ \ 0 ° a / / / \ r /l RR / �� \ j a I CO) ° / / \ ` PROJECT SITE FP / � � - \ ® LAVENDER HEIGHTS o / \ SUBDIVISION NO. 1 / \ I m / ° Q ° // ' \ BRIDGE CROSSING ` \ OO CD FP / O I ° a ( I \ E. LAKE HAZEL ROAD F \� - PIRR 2 - - - - - - - - - -� � � I 2758 P I I -� - - - - - - - - PIRR - - IRR PIRR PIRR I EXIST.POWER 1.8% 2 VICINITY MAP \ ` FP 2758.22 LIP/EVC TO BE REMOVED/ 1 \ 5g- / 2NOT TO SCALE 114+44.00,16.00'L RELOCATED \ 1�1 ` \0 2758.25 LIP/HP w BY OTHERS ` 1.7% / \ \ / ` xc X FP - - (TYP.) 2758.54AC/EVC - CONSTRUCTION SHEET INDEX EXIST.IRRIGATION \ 14+34.40,16.00'L 1.7% o0O0 14+44.00,0.00' TO BE REMOVED � \ � PISTE �l l o o °o 0 \(TYP.) I ` \ \ FP S f I poop 2.0% -I- 2.0% O0 0 2758.22 L P/EVC \ / / LAVENDER HEIGHTS SUBDIVISION NO. 1 BRIDGE CROSSING / oo. - - - \- - 1 OF 2 BR 1 PRECAST BRIDGE-SITE PLAN I �`062 \o \ r� ` �, \ \ L 0000 I 0000 14+44.00,16.00'R / o \ \ \ N_ s� \ \ yI °°° s EEL I °°° \ ' 2 OF 2 BR-2 PRECAST BRIDGE DETAILS \ \\ I I \ 1.7 8008 2758.57 AC/HP o88 1.7%- \ / �� O F Z v I - 14+34.40,.00' / STAPLEY ENGINEERING CONSULTING PLAN SET \ � W I 1 OF 4 S101 CULVERT SECTIONS STRUCTURAL NOTES MIN P 4 2.0% 2.0 2758.25 LIP/HP N 1.7 \ 2 OF 4 S102 LAYOUT PLAN -2752-- \� O I O �° 14+34.40,16.00'R I 3 OF 4 S103 FOUNDATION PLAN \pF \r E \ 2 ° \ /215� \ / O 4 OF 4 S104 CULVERT DETAILS o o 3 I w LU J \ w � CL� 7'Sivu 1o's�uv N 2�s6 \ \ / CONSTRUCTION CONTACT INFORMATIONCL 27s4 \ O _ \ 4 W Q z COD �I I q / DEVELOPER ENGINEER SURVEYOR o z \EXIST.TOE Toe \ \ \ \ BR.� \\ y 1.7% I o o To - a THE WESTPARK COMPANY, INC. CIVIL INNOVATIONS, PLLC LAND SOLUTIONS, PA o z OF BANK \ \ \ \ F moo. W I EXISTING 72"X44"CMP F l. 2758.22 AC \ / o 0 o z d CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS cc (TYP.) \ \ \ \ \ \ TO BE REMOVED 14+03.57,1.75'R ° 2�SS \ \ \ \ \ 2463 E.GALA ST.STE.120 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A o LU F- > a LU EXIST.TOP F° \ \ \ \ \ 2� ° / \ I I \ MERIDIAN,ID 83642 BOISE,ID 83712 MERIDIAN,ID 83642 } W � \ 2758LD OF BANK \ \ \ \ 2 \ I ° .15 AC� a 2758.15 BSW / 2��6 PHONE:(208)888 9946 PHONE:(208)884-8181 PHONE:(208)288-2040 ¢ o cow 7\ \ o � (TYP.) \ �S3 \ / \ _ 13+98.88,0.00' 12757.68 LIP 13+88.42,28.00'R = z c \4 \ RR o \ 2758.00 All, ° 13+92.90,16.00'R �� z m LU \� \ £c EG \ ASS \ 2758.16 FG/GB - cc EXISTING GRAVEL \ \ a �� ?� �13+94.20,1.75 L I 2758.08 VC BENCH MARK AND DAT5UM DATA 3�o e a 13+92.15,18.00'R 13+88.04,29.00'R cc z ei O DATUM DATA W m ACCESS ROAD \ \�j T 1 ° \ �`� 2758.17 Fill\ S3 0\ o 0o p \ 01 ° HORIZONTAL: NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) ti�12"THICK RIP-RAP,EXTEND \ o' 13+87.29,31.01'R '\ � VERTICAL: NAVD 88 \10.0'DOWNSTREAM ropy- 7% 14 0 a ° 12"THICK RIP-RAP,EXTEND \ \ \ OF WING ALLS U \ \ \ 10.0'UPSTREAM r EXIST. EDGE OF OF WINGWALLS CONSTRUCTION NOTES. GRAVEL (TYP.) \\\ 54 \ 758.68 FIG \ og ® 1. CONTRACTOR TO CONFIRM EXISTING UTILITY INVERT ELEVATIONS O \ \ 1.7% PRIOR TO INSTALLATION OF SLEEVES. \ 14+09.35,28.01'L \\ °4 00 � \ ° \ 13• p8 � � 2. BASE AND SUB-BASE BELOW SLEEVES SHALL BE WATER SETTLED 2755 AND COMPACTED TO PREVENT SETTLING OR SAGGING OF THE \ 2758.59 FG e 1 \ \ \ �� \ \ ` CASINGS AND SUPPORTS. Z \ O 14+08.61,26.00'L 2754 \ 3. THE CROSSINGS ARE TO BE CONSTRUCTED CONSISTENT WITH \\ 2758.56 BSW \ \ REQUIREMENTS OF ISPWC(LATEST EDITION)AND MEETING THE O 14+08.23,25.0.. "IV o Ec Q \ \ / / 2753 \ \ REQUIREMENTS OF BUREAU OF RECLAMATION AND ACHD. \ \ \ems\ 2758.40 VC O I \ \ I 10'SAN CA \14+05.61,18.00' \ c' 2757.96 LIP E .7% \r � .8% -2752- �� \ 14+04.87,16.00'L ec FG \ \2753 \ z \ \ \ \ I 50 FL 12"STEEL SLEEVE(WATER) \ \� \ \\ \Tp / \\\ Toe \ \ \ PROPOSED GRAVEL w 17 \ I \j c w ACCESS ROAD Q 1 I \ 1.7�k \ c� - G \ Fc \ \ 2jS4 � \ \ l \ roe z J m o \ w \ \ \ \ rq�0, \ ��SS \ \ \ \ \ \ \ \ \ o CD oc II EXIST.IRRIGATION\ I \ \ 1 �D \ \ \ \ \ roe \ cc I I TO TYPE REMOVED \\\ \ I To o F� \\ \ \ 2�52\ \ \ = w U (TYP.) \\ \ T F \\ \ \ 2756.10 LIP C/BVC 0� \ \ \ \2�53\ \ \ \ LU \ \\\ Cz m III I I w \ \ \ I 13+54.00,16.00'R 2.0% \ 1. % 2 \ \ \ W PROPOSED GRAVEL \ \ \ I II13+54.00,2756.42 AC/EVC/BVC 6 ACCESS\\ROAD 0 w � ° \1'\ 2jo \ \\\ \ W 8 LEAK DETECTION , I2756.52 VC/EVC/BVC �2 METERING STATION \ \� TO \ I/ 13+54.00,18.00'L r I W I \ c \2753 -21'2 W IFP roF\ \ EXISTING GRAVEL \ \ \ \ \ IIII I I ACCESS° \ \ ROAD F° \ \ \� \ \ � \\ \ \ o \ T0F \ \ \ PROJECT NO. 20-0610-LH1 DWG FILE BR-1 DESIGNED BY SIT 1 PRECAST BRIDGE - SITE PLAN DRAWN BY JTA SCALE: 1" = 10'-0"HORIZONTAL CHECKED BY SIT 15 10 5 0 10 20 ISSUE DATE 08/04/20 a HORIZ.SCALE AS SHOWN CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET NORTH VERT.SCALE AS SHOWN BR- 1 SHEET 1 OF 2 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 BRA00(Bridge Plans).dwg w¢w aLmLl COD� w� w r w N w enmi o Jx ACHD EASEMENT a a ACHD EASEMENT (1 O'PAST IMPROVEMENTS) 2'.0" 25.00' 28.00' 2.0' (10'PAST IMPROVEMENTS) a n co T 1'4" VARIES 7'-0" 18.00' 18.00' 10'4" VARIES 1'4° Z O CURB SIDEWALK SIDEWALK CURB w T NON-IRRIGATED NON IRRIGATED - � 00 LANDSCAPING LANDSCAPING O cn N � a HAND RAIL WITH 4"MAX.SPACING T j- `-' OVER BRIDGE OVER BRIDGE FINISHED SURFACE EL.2758.68 FINISHED SURFACE EL.2758.17 SEE TYPICAL DETAIL BELOW c 8 a TOP HAND RAIL EL.2763.10 80 STA 14+09.35,28.01'LT. A STA 13+87.29,31.01,RT. TOP HAND RAIL EL.2763.10 J O° BR-2 Y o 00 a O FINISHED SURFACE EL.2758.16 cc Ld FINISHED SURFACE EL.2758.59 STA 13+88.04,29.00'RT. p w STA 14+08.61,26.00,LT. z TOP CONCRETE EL.2760.85 TOP CONCRETE EL. TOP BACK CURB EL.2758.40 3"ASPHALTIC PAVEMENT co _ TOP BACK CURB EL.2758.08 TOP BACK SIDEWALK EL.2758.56 TOP BACK SIDEWALK EL.2758.15 � STA 14+05.61,18.00,LT. 4"MIN.OF 3/4"MINUS CENTERLINE EL.2758.15 STA 13+92.15,18.00,RT. O STA 14+08.23,25.00,LT. CRUSHED GRAVEL STA 13+98.88,0.00'RT STA 13+88.42,28.00,RT. Z T 1 75"� LIP OF GUTTER EL.2757.96 LIP OF GUTTER EL.2757.68 1 75% D STA 14+04.87,16.00'LT. 2% 2% STA 13+92.90,16.00'RT. O 1'LANDING a OOa a OOa OOa O�Oa O O�Oa OOa OOa O a OOa OHO 1'LANDING O 24"CONCRETE FORM LINER SURFACE O O O D O O TOP OF SAND L.2756.47 O O D O O (` STONE PATTERN SELECTED BY OWNER TOP DECK EL.2756.30 .BOO RAIL)SIDES,WINGWALLS AND CONCRETE TOP WING WALL EL.2756.50 / TT�DECK EL.2755.30 TOP WING WALL EL.2756.50 H.W.100 YR FLOOD EL.2754.30 O I I WATERPROOFING MEMBRANE(TYPE D)TO COVER THE FULL LENGTH TO CULVERT PER SEC.511.MIN.3.0'OVERLAP ON SIDES OF BOX, PROTECT W/SAND 2"MIN.THICKNESS OR 1.5 TIMES THE NOMINAL LARGEST 0 AGGREGATE BOTTOM OF CHANNEL SIZE. BOTTOM OF CHANNEL (RIP RAP FOR 1 O'PAST (RIP RAP FOR 10'PAST WING WALLS CONCRETE APRON O CONCRETE APRON WING WALLS CHANNEL INVERT EL.2751.50 �I TOP FOOTING EL.2751.00 XONAL BOTTOM FOOTING EL.2749.75 I � �,15 T ERA Gt BOTTOM 8"GRANULAR FILL EL.2749.08 6"X36"CUT-OFF WALL 6"X36"CUT-OFF WALL 000 � OF � 6 6"PVC SCHEDULE 40 CONDUITS FOR UTILITIES + 50 LF 12"x 0.375"-STEEL SLEEVE(WATER) �J� IN P BOTTOM SLEEVE EL.AT CL=2746.75 12'-0" 13'-0"WING WALL SEE DETAIL ON SHEET S104 65.00' 134"WING WALL SEE DETAIL ON SHEET S104 J LU U CL O � oz o_ oa- i BSCALE: LONGITUDINAL CULVERT BOX SECTION }zQa N.T.S. � zo z w C] J CC W j O U U zo o � z moo CDz � � , �, O CD U-i a- c z w a cc: W rC oC Q O Z U N 0 OU LU O C] cn w O w z °O cccc CC J cn = = ® WINGWALL = `" o 2'-3" 2'-7 1/2" 2'-3" z 12" 12" 6 SPACES 7 SPACES 6 SPACES a @41/2"ON @41/2"ON 941/2"ON USE FORGED STEEL 6„ CENTER CENTER CENTER WELD BENDS AT TOP HAND RAIL EL.2763.10 CORNERS USE BLACK POWDER � �-,I ° � a CENTERLINE(TYP.) O COATED FINISH 9 10'0"OUT TO OUT `m 4"MAX.OPENINGS 1-1/2"(1.90"O.D.)SCH 40 STEEL PIPE EXTERIOR BARS - TOP CONCRETE EL.2760.85 AND RAILS TOP OF ASPHALT EL.2758.15 v ° . 1-1/2"(1.90"O.D.),TYP. STA 13+98.88 Eli _ (S.BLOOMERANG AVE.) FLOOR FLANGE(TYP.), Q j 1"(1.05"O.D.),TYP. TOP OF ASPHALT EL.2758.00 TOP OF ASPHALT EL.2758.22 1"(1.05"O.D.)SCH 40 SEE DETAIL N STA 13+94.20,1.75'LT. STA 14+03.57,1.75'RT. C2 U) ( ) STA 13+98.88- STRUCTURE (S.BLOOMERANG AVE.) STEEL PIPE INTERIOR _ S.BLOOMERANG AVE. WELD ALL JOINTS M BARS AND GRIND SMOOTH �� W O Q STA 13+94.20,1.75'LT. 21a a a a a a a STA 14+03.57,1.75' 4N ~ LU BEGIN STRUCTURE TOP SAND EL.2756.47 END STRUCTURE 2"MAX. M M_ TOP DECK EL.2756.30.••;'... ,. ° �'§N ° yBOTTOM DECK EL.2755.30 U ��/� �� vPRE-CAST CULVERT BY PRE-CASTER �q� �° 3/4"MINUS CRUSHED AGGREGATE,TYPE I TYPICAL HAND RAIL DETAIL 5 yrn 0( �(� PER ISPWC SECTION 802 SCALE: N.T.S. SEE PLANS FOR DETAILS H.W.100 YR FLOOD ° � ffi 9 (SEE DETAIL) LU Q EL.2754.30 �n NON-WOVEN GEOTEXTILE N w E� U U U U " U 5"x7"x1/4"FLOOR FLANGE,TYP. �ql (�� W CAST-IN-PLACE CONCRETE FOOTING U/I� °I� °�� .,.°� °�� BY STAPLEY ENGINEERING SEE PLANS FOR DETAILS WATERPROOFING MEMBRANE(TYPE TO COVER THE FULL LENGTH TO CULVERTT PER CHANNEL INVERT EL.2751.50 SEC.511.MIN.3.0'OVERLAP ON SIDES OF BOX, W TOP FTG.EL.2751.00 U U �U : :• : .. .: ,• U �U PROTECT W/SAND 2 MIN.THICKNESS OR 1.5 TYPICAL HAND RAIL DETAIL AT WINGWALLS TIMES THE NOMINAL LARGEST 0 AGGREGATE 5"x7"x1/4"FLOOR FLANGE SCALE: N.T.S. BOTTOM FTG.EL.2649.75 r �I SIZE. n Z 6'-0" _ 6'-0" _ W r r (4)5/8"GALVANIZED ANCHOR BOLT WITH 2 WASHERS AND 1 ACORN STA=13+69.40,12.0'RT STA=14+19.40,12.0'RT. NUT.2"PROJECTION,CUT BOLTS AS CONCRETE PROJECT NO. 20-0610-LH1 r 12"INV=2746.75 12"INV=2746.75 REQUIRED FOR ACORN NUTS. U, STA=13+94.40,12.0'RT PROVIDE NUT CAPS. 12"INV=2746.75 3-1/2" 3-1/2" DWG FILE BR-2 DESIGNED BY BT 7" 50 LF 12"x 0.375"-STEEL SLEEVE(WATER) DRAWN BY JTA CENTERED ON CULVERT CROSSING CHECKED BY BT FLOOR FLANGE ISSUE DATE 08/04/20 ASTIFFLEG CULVERT CROSS SECTION SCALE: N.T.S. SCALE: N.T.S. HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN BR=2 SHEET 2 OF 2 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 BR.100(Bridge Plans).dwg 1 2 3 4 5 6 ROADWAY SEE CIVIL DRAWINGS STRUCTURAL NOTES: GENERAL NOTES: DESIGN CRITERIA: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WATER PROOF MEMBRANE WITH 1. USED 2017 8TH EDITION AASHTO "LRFD BRIDGE DESIGN SPECIFICATIONS" MATERIALS: WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 2" SAND COVER CONCRETE: REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR 2. DESIGN LOADS: SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 1. MIX DESIGN SHALL BE ESTABLISHED IN ACCORDANCE TO CHAPTER 5 COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL A. DEAD LOAD: REINFORCED CONCRETE............150#/cf OF ACI 318 AND SHALL CONFORM TO A CLASS "40A" MIX PER SECTION 700 WEARING SURFACE ............... 70#/sf DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND B. LIVE LOAD: HL93 HIGHWAY TRUCK PLUS IMPACT OF ISPWC STANDARDS PRESERVER ANY AND ALL UTILITIES. C. EARTH PRESSURE 2. CONCRETE FOR THE PARAPET WALLS SHALL HAVE THE FOLLOWING 1. ACTIVE DRAINED...............40 PCF MINIMUM REQUIREMENTS: 2. CONTRACTOR SHALL CONTACT DIGLINE AT 342-1585 FOR EXACT UTILITY 2. AT-REST DRAINDED..........60 PCF A. MINIMUM CEMENT CONTENT= 611 #/YD. LOCATION PRIOR TO ANY CONSTRUCTION. 3. FRICTION COEFFICIENT.... 0.40 B. ENTRAINED AIR= 6 1/2% +/- 1 1/2% A ( ) 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF IDAHO A C 28 DAY STRENGTH F'C 400 STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC)AS MODIFIED BY THE ADA 3. AFTER FOUNDATION EXCAVATION AND PRIOR TO FORMWORK D. MAXIMUM SLUMP= 2.5" ± 1". COUNTY HIGHWAY DISTRICT SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO R WILL BE ACHD POLICY WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM ACHD. CONSTRUCTION THE UNDISTURBED EARTH SHALL BE INSPECTED FO T.O.D.=2756.30 SUITABILITY BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR 3. CONCRETE FOR THE WING WALLS, BARREL WALLS, SLABS ON GRADE AND SHALL NOTIFY THE GEOTECHNICAL ENGINEER OF THESE INSPECTIONS FOOTINGS SHALL HAVE THE FOLLOWING MINIMUM REQUIREMENTS: 4. GENERAL CONTRACTOR SHALL COORDINATE SUBMISSION OF SHOP DRAWINGS 24 HOURS IN ADVANCE. TO THE ENGINEER OF RECORD (EOR) FOR REVIEW. NO WORK SHALL BE DONE ON C? Z T.O.D.=2755.30 CONSTRUCTION OF THE CULVERT UNTIL REINFORCING BAR SHOP DRAWINGS M 4. INSPECTION SHALL BE PREFORMED FOR ALL POURED IN-PLACE A. MINIMUM CEMENT CONTENT= 564#/YD. AND OTHER REQUIRED SUBMITTALS ARE APPROVED BY THE EOR. CONCRETE AND ALL GROUTING OPERATIONS. INSPECTION SHALL B. ENTRAINED AIR= 6 1/2% (+/- 1 1/2%) INCLUDE BUT NOT BE LIMITED TO FORMWORK, REINFORCING BARS, C. 28 DAY STRENGTH F'C =4000 PSI. 5. IF SUBSURFACE CONDITIONS ARE FOUND TO DIFFER DURING EXCAVATION, FROM THOSE EMBEDMENTS, CONCRETE QUALITY AND PLACEMENT AND GROUT QUALITY D. MAXIMUM SLUMP = 5". ANTICIPATED, THE ENGINEER OF RECORD AND THE GEOTECHNICAL ENGINEER SHALL BE TYPE 1 BEDDING BACKFILL AND PLACEMENT AND GROUT QUALITY AND PLACEMENT. SPECIAL E. SLAB ON GRADE SHALL INCLUDE POLYPROPYLENE FIBERS NOTIFIED IMMEDIATELY. PER SOILS REPORT CHANNEL INVERT INSPECTOR. SHALL BE NOTIFIED TWENTY FOUR HOURS IN ADVANCE COMPACTED TO 95% OF =2751.50 STABLE 6. THE CONTRACTOR SHALL PROTECT THE DRAINAGE FACILITIES FROM SILTATION AND OF THESE INSPECTIONS. CONTRACTOR SUPPLIED DOCUMENTATION SHALL 4. CONCRETE REINFORCEMENT SHALL BE ASTM A615, GRADE 60. THE ASTM D698 MAXIMUM 1 SUBGRADE INCLUDE VENDOR CERTIFICATION OF REINFORCING BARS AND PIPE OTHER CONTAMINATION. DRAINAGE SHALL BE FILTERED PRIOR TO IT ENTERING ANY DRY DENSITY T.O.F.=2751.00 5. MINIMUM REBAR LAP: INLET OR BED DURING CONSTRUCTION. 1.5 GUARD RAILS AND CONCRETE BATCH PLANT RECORDS OF MIX DESIGN #3 = 25" AND QUALITY CONTROL TESTS. INSPECTION SHALL CONFORM TO THE CURRENT #4 = 33" AASHTO STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. #5 =41" 7. RETAIN AND PROTECT ALL IRRIGATION AND DRAINAGE PIPE CROSSINGS. IF #6 =49" NECESSARY, THE PIPE WILL BE REPLACED BY THE CONTRACTOR. b o 0 0 0 0 0 0 0 0 ;✓ h FOUNDATIONS: #7 = 71" 8. E , RETAIN AND PROTECT ALL WATER METER VAULTS IF THE VAULTS ARE DISTURB D 6. MINIMUM CONCRETE COVER OVER REINFORCEMENT: THE CONTRACTOR SHALL CONTACT THE APPROPRIATE WATER COMPANY FOR FOOTINGS ARE TO BEAR 1. MAXIMUM FOUNDATION SOIL BEARING PRESSURE USED 3,000#/SF. CONCRETE CAST AGAINST EARTH. . . . . . . . 3" REPLACEMENT. ON NATIVE PARTIALLY FOOTINGS SHALL BEAR ON NATIVE PARTIALLY CEMENTED SILTY SAND. CONCRETE EXPOSED TO EARTH OR WEATHER . . . 2" CEMENTED SILTY SAND. CONCRETE NOT EXPOSED TO EARTH OR WEATHER . . 1" 9. CONTRACTOR SHALL REPAVE TO EXISTING GRADES ANY EXISTING PAVED STREETS OR A MINIMUM OF 1'-0" OF 2. CULVERT AND RETAINING WALL BACKFILL SHALL BE COMPACTED BEAMS AND COLUMNS. . . . . . . . . . . . ..1 1/2" DISTURBED BY CONSTRUCTION. COMPACTED STRUCTURAL TO 95 % OF MAXIMUM DRY DENSITY PER ASTM D1557. FILL 7. WATER PROOF MEMBRANE. 10. ALL CHANGES TO THE PLANS REQUIRE APPROVAL BY THE DESIGN ENGINEER. 3. BACKFILL WALLS SUCH THAT NO MORE THAN A 2'-0" DIFFERENCE MEMBRANE SEAL CONFORMING TO SSP-511 CONCRETE IN HEIGHT OF FILL OCCURS. WATER PROOFING SYSTEM TYPE A OR B. MEMBRANE 11. PIPE BEDDING, TRENCH BACKFILL AND PAVEMENT RESTORATION SHALL BE PER SHALL BE PROTECTED BY 2" MIN. SAND OR 1 1/2 TIMES ISPWC STANDARD DRAWING SD-301. 4. PIT RUN GRAVEL BACKFILL SHALL BE A WELL GRADED SAND AND THE LARGEST AGGREGATE BEING USED FOR FILL OVER GRAVEL MIXTURE AS DESCRIBED IN THE SOILS REPORT. THE MEMBRANE. 12. THE CONTRACTOR SHALL CONFORM TO OSHA REQUIREMENTS CONCERNING TRENCH CULVERT SECTION 8. CONTRACTOR SHALL SUBMIT REINFORCING SHOP DRAWINGS, WALL DEPTHS AND SIDE SLOPES. SCALE: NTS CONCRETE MIX DESIGNS AND REBAR MILL CERTIFICATIONS 13. DIMENSIONS: FOR REVIEW PRIOR TO START OF CONSTRUCTION. THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED AS A PART OF THE COMPLETE SET OF CONTRACT DRAWINGS, INCLUDING THE DRAWINGS OF B 9. PRE-CAST CONCRETE ELEMENTS SHALL CONFORM TO THE ALL DISCIPLINES. IT IS INTENDED THAT THE STRUCTURAL DRAWINGS B REQUIREMENTS OF AASHTO "LRFD BRIDGE DESIGN SPECIFICATIONS WILL PROVIDE SUFFICIENT DIMENSIONS TO LOCATE THE PRIMARY AND ISPWC STANDARDS. STRUCTURAL ELEMENTS AND MEMBERS. LOCATION OF SECONDARY MEMBERS WHICH ARE AFFECTED BY SYSTEMS DETAILED BY OTHERS MAY REQUIRE REFERENCE TO THE DRAWINGS OF OTHER DISCIPLINES AND LAYOUT AND COORDINATION BY THE CONTRACTOR. IF DIRECT CONFLICT BETWEEN DIMENSIONS OF TWO OR MORE DISCIPLINES IS ENCOUNTERED, SUCH CONFLICTS SHALL BE RESOLVED BY THE ARCHITECT. DO NOT USE SCALED DIMENSIONS. USE WRITTEN DIMENSIONS OR WHERE DIMENSIONS ARE NOT PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATIONS BEFORE PROCEEDING WITH THE WORK IN QUESTION. 14. TYPICAL AND SIMILAR CONDITIONS: ALL CONCRETE IS REINFORCED, AND ALL MEMBERS ARE CONNECTED TO IMMEDIATELY ADJACENT MEMBERS SHOWN ON THE PLANS UNLESS SPECIFICALLY NOTED OTHERWISE. WHERE SPECIFIC DETAILS ARE NOT CALLED OUT, TYPICAL DETAILS OR DETAILS SHOWN FOR SIMILAR CONDITIONS SHALL APPLY, SUBJECT TO THE STRUCTURAL ENGINEERS APPROVAL. 15. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE ROAD DRAWINGS, SPECIFICATIONS, NOTES, AND DETAILS SHALL BE BROUGHT 7' 10'-0" TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND RESOLVED BEFORE VARIES SIDEWW ALK TRAVVELEL WAY TRAVVELEL WAY SIDEWALK VARIES PROCEEDING WITH THE WORK. TOW = 2760.85 16. CONTACT ACHD CONSTRUCTION DIVISION AT 387-6280 FOR INSPECTION PRIOR TO INSTALLATION OF NEW STRUCTURE. 17. CONTRACTOR SHALL PROVIDE PLAN FOR PROTECTION OF STRUCTURE DURING CONSTRUCTION OPERATION UNTIL FINAL PAVING IS COMPLETE. TOD = 2756.30 ot 18. CONTRACTOR TO VERIFY ALL ELEVATIONS AND ALIGNMENT OF FORMS PRIOR TO PLACING CONCRETE. X C I < FILL OVER DECK I C - PER CIVIL DRAWINGS I 19. BRIDGE CONSTRUCTION SHALL BEGIN NO LATER THAN FEBRUARY 1. 0 N T.O.F. = 2751.00 CULVERT BARREL SECTION SCALE: NTS F RANDELL CONCRETE DATE: �A< 12.6.2019 \ST STAPLEY EM 7033 W DIAMOND - BOISE, ID 83709 PHONE: 208-362-4024 CHECKED BY: 4 7 7 ENGINEERING 7 1 I I STRUCTURAL ENGINEERS GGL LAVENDER HEIGHTS D DRAWN BY: D 8701 W. Hackamore Dr. Boise, Idaho 83709 BRIDGE JN-JH Phone: (208)375.8240 Fax: (208) 375-8257 '4YG. �`� Web: www.stapley.net MERIDIAN, IDAHO JOB NUMBER 2_ 6 •rQ JOB NUMBER: 19158 19158.00 0 1/2 ` 1 © STAPLEY ENGINEERING 2020 All rights reserved. CULVERT SECTIONS Sheet No. IF THIS BAR DOES NOT MEASURE Reproduction or translation of any part of 1" @ 22x34 or %" @ 11x17, THEN this work without written permission of S101 DRAWING IS NOT TO SCALE- STAPLEY ENGINEERING is unlawful STRUCTURAL NOTES REVISION DESCRIPTION DATE BY: SCALE ACCORDINGLY and subject to criminal prosecution. OF 1 2 3 4 5 6 1 2 3 4 5 6 KEY NOTES: / STA: 14+26.46 I 1 COORD/VERIFY DIMENSIONS, LAYOUT, ELEVATIONS, ETC. WITH CIVIL DRAWINGS AND T.O.W.=2756.50 = EXISTING FIELD CONDITIONS \\ OFFSET: 33.95 LT ti 2 LINE OF HEADWALL. SEE DETAIL 2/S104 A \ STA: 14+13.70 A l 10,0„ \ \ T.O.W.=2760.85 I LINE OF CUT OFF WALL. SEE DETAIL 4/S104 OFFSET: 28.52 LT p / z � LINE OF CULVERT FOOTING.. SEE DETAIL 2/S104 7 / \ STA: 14+14.29 LINE OF PRE-CAST CULVERT. SEE DETAIL 1/S104 AND PRE-CAST DRAWINGS I / \ � T.O.W.=2760.85 / / \ OFFSET: 27.24 LT � LINE OF HAND RAIL. SEE CIVIL DRAWINGS FOR INFORMATION RIP RAP EXTENDED BEYOND EACH END OF CULVERT. SEE CIVIL FOR INFORMATION / \ END STRUCTURE STA: 5 STA: 14+04.21 T.O.S.=2756.30 OFFSET: 0' \ CENTER STRUCTURE STA: 13+98.08 3+91.73 2760 85 3 / / \ \ \ I\ \ OFFSET: 0' TOW / / OFFSET: 33.67 RT L STA: 13+90.45 T.O.W.=2760.85 OFFSET: 34.32 RT \ / STA: 14+04.91 \ \ \ \ \ \ / \ STA: 13+95.88 T.O.W.=2760.85 \ \ \ \ \ / T.O.W.=2756.50 \✓ / OFFSET: 30.71 LT \ \ \ \ \ \ / OFFSET: 46.13 RT STA: 14+06.19 T.O.W.=2760.85 OFFSET: 31 .30 LT STA: 14+00.76 T.O.W.=2756.50 \ \ I \ \ \ / / OFFSET: 43.11 LT 10;0„ � \ \ 2 3 / BEGIN STRUCTURE STA: 13+93.55 \ T.O.S.=2756.30 OFFSET: 0' \ \ / 7 \ \ STA: 13+82.95 � / \ \ T.O.W.=2760.8 \ , STA: 13+82.35 \OFFSET: 31 .5 T \ T.O.W.=2760.85 OFFSET: 30.26 RT STA: 13+71.14 / \ T.O.W.=2756.50 OFFSET: 31.97 RT T-O" 18'-0" 18'-0" 10'-0" ES BFG BFG ES ROAD AL F RANDELL CONCRETE DATE: 12.6.2019 LAYOUT PLAN �� G1STE ' STAPLEY 7033 W DIAMOND - BOISE, ID 83709 PHONE: 208-362-4024 CHECKED BY: SCALE: 1/4"=1-0" a 77 7 ENGINEERING GGL STRUCTURAL ENGINEERS LAVENDER HEIGHTS D DRAWN BY: D 8701 W. Hackamore Dr. Boise, Idaho 83709 BRIDGE JN - JH 0 5�� Phone: (20 Fax: ( 375-8257 �)'G. Web: MERIDIAN I DAH O JOB NUMBER `E� Web: wwwww.stapley.net el f / 2_ 6 •t l JOB NUMBER: 19158 19158.00 0 1/2 1 © STAPLEY ENGINEERING 2020 All rights reserved. Sheet NO. IF THIS BAR DOES NOT MEASURE Reproduction or translation of any part of 1"@ 22x34 or %" @ 11x17, THEN this work without written permission ofS102 DRAWING IS NOT TO SCALE- STAPLEY ENGINEERING is unlawful LAYOUT PLAN REVISION DESCRIPTION DATE BY: SCALE ACCORDINGLY and subject to criminal prosecution. OF 1 2 3 4 5 6 1 2 3 4 5 6 KEY NOTES: I ^ ElCOORD/VERIFY DIMENSIONS, LAYOUT, ELEVATIONS, ETC.WITH CIVIL DRAWINGS AND EXISTING FIELD CONDITIONS 6" CONCRETE SLAB WITH#4 @ 16" O.C.. SLAB TO / 0O\ / \ EXTEND THRU ENTIRE LENGTH OF CULVERT PROVIDE#5x3'-6" DOWELS TO MATCH HORZ. REINFA \ / EPDXIOEDCEMENT IN CUT OFF WALL. D INTO FOOTING WITH 6" EMBEDLLED AND A \ 9 3/4 65'-0" 9 3/4 / / El PRECAST CULVERT SECTIONS COORDINATE/VERIFY LAYOUT DIMENSIONS ETC. WITH PRE-CASTERS 7 p I \ / I DRAWINGS X I I \ o o / 4 \ N 4 / 0 00 4— / o � \ \ I 2 s \ / o N — — — — — — — — — — — — — — — — — — 3 5 6 \ \ TYP. S�04S \ TYP. TYP. \ S104 3 e \ � S104 \ \ / TYP. \ / O�F OUNDATION PLAN SCALE: 1/4"=1-0" C C ,SAL F RANDELL CONCRETE DATE: 12.6.2019 EG�ST� � STAPLEY 7033 W DIAMOND - BOISE, ID 83709 PHONE: 208-362-4024 CHECKED BY: a ENGINEERING 77 7 STRUCTURAL ENGINEERS GGL LAVENDER HEIGHTS DRAWN BY: D 8701 W. Hockamore Dr. Boise, Idaho 83709 BRIDGE D Phone. [208]375-8240 Fax. (208) 375-8257 JN - JH Web!www.stopley.net MERIDIAN, IDAHO JOB NUMBER JOB NUMBER: 19158 19158.00 0 1/2 1 © STAPLEY ENGINEERING 2020 All rights reserved. FOUNDATION PLAN Sheet No. IF THIS BAR DOES NOT MEASURE Reproduction or translation of any part of 1"@ 2204 or %" @ 11x17,THEN This work without written permission of DRAWING IS NOT TO SCALE- STAPLEY ENGINEERING is unlawful S103 REVISION DESCRIPTION DATE BY: SCALE ACCORDINGLY and suhiect to criminal prosecution. OF 1 2 3 1 4 1 1 5 6 1 2 3 4 5 6 T.O.W. VARIES HAND RAIL. SEE CIVIL DRAWINGS • 2760.85 MAX FOR REQUIREMENTS 2756.50 MIN. 3/4" CHAMFER, TYP. ROADWAY PAVING/FILL. SEE CIVIL 3/4" CHAMFER, TYP. (2) #5 NEAR TOP EA. FACE DRAWINGS FOR INFO. SLOPE WITH TOP OF WALL A (2) #5 NEAR TOP EA. FACE T.O.W 2760.89 8" #5 @ 12" O.C. E.F. A = 8'-0° C. 0 SEE CIVIL PRECASTER DRAWINGS #4 U - BAR @ 12" O.C. _ e C., F.G. VARIES T.O.DECK = T 2° CLR. -IiIT�IIIT�— 2756.30 #5 @ 12" O.C. EA. FACE WATER PROOFING SEE CIVIL DRAWINGS #5 @ 12" O.C. BY PRE-CASTER #5 @ 16" O.C. FULL HEIGHT 2" CLR. EXTEND FULL HT. OF HEAD WALL EACH FACE • F.G. VARIES SEE CIVIL PRE-CAST CULVERT BY — — - T�= =T�- � #5 @ 16" O.C. 0 e PRE-CASTER =��=��= 6" SLAB W/ #4 @ 16" O.C. E.W. Ln T.O.DECK = ° 2'-0" #5 @ 8" O.C. 2756.30 21_011 GROUT KEYWAY W/ NON T.O.SLAB = 2751 .50 SHRINK GROUT BOTH #6 @ 12" O.C. T&B BACK FILL W/ FREE DRAINING FACES 1" MIN. 1" MIN. 0" 0" • • • • • (6) #5 T&B GRANULAR MATERIAL T.O.F. =2751 .00 1 -0 ° N 4Z PRE-CAST CULVERT BY #6 @ 16" O.C. T&B e • 11 e e • • e e e PRE-CASTER M ° (6) #5 T&B Q0 T.O.F. 2751 .00 e e e e e e g J 3'-0" 3-0 3-0 3'-0" 3'-0" U U M co M e e o o e o 6'-0" 6'-0" 3" CLR. 2'-0" 10" 3'-2" CULVERT SECTION 2 HEAD WALL DETAIL 6'-0" SCALE: 3/4 =1-0 SCALE: 3 WING WALL DETAIL SCALE: 3/4"=1—Orr I REBAR COUPLES OR 2 6" SLAB (2) #5 DOWELS @ 12" S104 2 S104 RIP RAP PER #4 @ 16" O.C. E.W. O.C. EXTENDED OUTOF PRE-CAST SECTION CIVIL DRAWINGS PRE-CAST CULVERT 1'-0" CIP WING WALL OPTIONAL CONSTRUCTION SECTION JOINT BETWEEN HEADWALL AND WING WALL #5 @ 12" O.C. E.F. C C 2'-6" #4@18" O.C. T o e r N (3) #5 xCONT. e 1 #5@12" O.C. 1 S104 S104 8 MIN. 4 CUT OFF WALL DETAIL 5 CORNER DETAIL 6 CORNEr DETAIL SCALE: 3/4 =1-0 SCALE: 3/4 =1-0 SCALE> 3/4 =1-0 RANDELL CONCRETE DATE: �� STAPLEY E'�- 12.6.2019 7033 W DIAMOND - BOISE, ID 83709 PHONE: 208-362-4024 CHECKED BY: Q E N G I N E E R I N G 77 7 STRUCTURAL ENGINEERS LAVENDER HEIGHTS DRAWN gYGL D 8701 W. Hockomore Pr. Boise, Idaho83709 BRIDGE D Phone: [208)375.8240 Fax: (208) 375.8257 J N - J H Web: www.stopley.net MERIDIAN, IDAHO JOB NUMBER ! _ 6 •� JOB NUMBER: 19158 19158.00 0 1/2 1 © STAPLEY ENGINEERING 2020 IF THIS BAR DOES NOT MEASURE All rights reserved. CULVERT Sheet No. ReprodutTion or translation slation of any parr of 1"@ 22x34 or %" @ 11x17, THEN this work without written permission of S104 DRAWING IS NOT TO SCALE- STAPLEY ENGINEERING is unlawful DETAILS REVISION DESCRIPTION DATE BY: SCALE ACCORDINGLY and subject to criminal prosecution. OF ? 1 2 3 4 5 6