The URL can be used to link to this page

Applcation Charlene Way From:clerk@meridiancity.org Sent:Monday, March 8, 2021 7:42 AM To:Charlene Way Subject:Development Application Transmittals - Daphne Square Subdivisoin FP-2021-0007 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Daphne Square Subdivision FP-2021-0007 Hearing Date: April 6th Assigned Planner: Sonya To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law 1 Hearing Date: April 6, 2021 Planner: Alan Tiefenbach File No.: FP-2021-0007 Project Name: Daphne Square Subdivision Request: Final Plat consisting of 29 building lots and 2 common lots by Matt Schultz, Schultz Development. Location: The site is located at 4700 W. McMillan Rd, at the NE quadrant of N. Black Cat Rd. and W. McMillan Rd. in the SW ¼ of the SW ¼ of Section 27, Township 4N, R1W Planning Division EI D1A �1T-_____1 l HEARING APPLICATION i A kO Type of Review Requested Final Plat File number: FP-2021-0007 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicantname: MATT SCHULTZ Phone: Applicant address: 8421 S TEN MILE ROAD, MERIDIAN, ID 83642 Email: schultzdevelopment@yahoo.com Ownername: -JOE -ATALLA, BERKELEY COMMUNITIES LLC Phone: Fax: 2275 S EAGLE ROAD#185, MERIDIAN, ID Owner address: 83642 Email: Joe@berkeleybuildingco.com Agent name(e.g.architect,engineer,developer,representative): MATT SCHULTZ Finn name: Phone: Fax: Address: 8421 S TEN MILE ROAD Email: schultzdevelopment@yahoo.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): SO427333500 Township,range,section: 4N 1 W27 Project Description Project/ApplicationName: Daphne Square Subdivision Description of Work: Final Plat- 29 Building Lots and 2 Common Lots on 4.97 acres in an R-15 zone 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0519 TYPE OF USE PROPOSED Residential: CHECKED Office: UNCHECKED Commercial: UNCHECKED Employment: UNCHECKED Industrial: UNCHECKED Single-Family Detached: CHECKED Single-Family Attached: CHECKED Townhouse: UNCHECKED Duplex: UNCHECKED Multi-Family: UNCHECKED Vertically Integrated: UNCHECKED PROPERTY INFORMATION General Location: NW Corner of Black Cat and McMillan Current Land Use: Vacant Total Acreage: 4.97 Prior Approvals(File Numbers): H-2020-0101 ZONING DISTRICT(S) R-2: UNCHECKED R-4: UNCHECKED R-8: UNCHECKED R-15: CHECKED R-40: UNCHECKED C-N: UNCHECKED C-C: UNCHECKED C-G: UNCHECKED L-O: UNCHECKED M-E: UNCHECKED H-E: UNCHECKED I-L: UNCHECKED I-H: UNCHECKED O-T: UNCHECKED TN-C: UNCHECKED TN-R: UNCHECKED County: UNCHECKED PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 2/09/2021 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Who will own and Maintain the Pressurized Irrigation System in this Development: Private Irrigation District: Settlers Primary Irrigation Source: Settlers Secondary Irrigation Source: City Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 27,052 SF Minimum Square Footage of Living Area(Excluding Garage): 1,900 SF Gross Density: 5.84 Net Density: 13.90 In Reclaimed Water Buffer: No PLATS ONLY Number of Building Lots: 29 Number of Common Lots: 2 Total Number of Lots: 31 I understand a secondary access is required and a separate easement application has CHECKED been applied for: If secondary access has already been constructed with previous phase,please under 30 lots with access into Brody Square explain.: Minimum Lot Size: 2,880 SF Average Lot Size: 3,133 SF Area of Plat: 4.97 acres Plat Date(MM/DD/YYYY): 02/14/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): UNCHECKED Community Garden: UNCHECKED Ponds or Water Features: UNCHECKED Plaza(s): UNCHECKED Additions to Public Park: UNCHECKED Collector Street Buffer(s): UNCHECKED Arterial Street Buffer(s): CHECKED Parkways: UNCHECKED 10'Parkway Along Arterials: UNCHECKED Stormwater Detention Facilities: UNCHECKED Open Water Ponds: UNCHECKED Other Qualified Open Space: combo with Brody Square Acres of Qualified Open Space: 0.37 ac Percentage of Qualified Open Space: 7.4% QUALIFYING SITE AMENITIES Clubhouse: UNCHECKED Fitness Facilities: UNCHECKED Enclosed Bike Storage: UNCHECKED Public Art: UNCHECKED Picnic Area: UNCHECKED 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 Additional 5%Open Space: UNCHECKED Communication Infrastructure: UNCHECKED Dog Owner Facilities: UNCHECKED Neighborhood Business Center: UNCHECKED Swimming Pool: UNCHECKED Children's Play Structure: CHECKED Sports Courts: UNCHECKED Pedestrian or Bicycle Circulation System: UNCHECKED Transit Stop: UNCHECKED Park and Ride Lot: UNCHECKED Walking Trails: UNCHECKED Open Grassy Area(min.50'x 100)-Multi-Family: UNCHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Matt Schultz MISC Is new record: NO 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 7 February 19, 2021 Mayor Robert Simison and City Council City of Meridian 33 E. Broadway Street Meridian, ID 83642 RE: Daphne Square Subdivision Final Plat Submittal (H-2020-0101) Honorable Mayor and City Council Members, On behalf of Berkeley Communities,LLC this letter is to accompany the Final Plat submittal for the Daphne Square Subdivision. The submitted final plat on 4.97 acres for 29 building lots and 2 common lots in an R-1 S zone conforms to the Annexation, Preliminary Plat, and Development Agreement(H- 2020-0 10 1) submitted for the site and meets all the requirements thereof. The submitted final plat, development plans, and landscape plans conform to the UDC and all applicable engineering, architectural, and surveying practices and local standards. Sin erely, Matt Schultz Schultz Development LLC Project Manager Attachments AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) (name (address) (city) (state) being first duly sworn upoi , oath,depose and say: I. That I am the record owner of the property described on the attached, and I grant my permission to: ��X t1�5 � t�rp�► 1��3to�� (name) (address) to submit the accompanying application(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 11 day of ,g.te �` , 20 � i ) SUBSCRIBED AND SWORN to before me the day and year first above vv ritten. ,� i�`Ss�o��'� •py' (Notary PAblic for Idaho) NoTAR.y� 11 s pU8 C it :Residing at: r i It I m ill tl7 .rya,os... My Commission Expires: 17 ��1f1fNEI�111i11��\\\ 33 E.Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)887-2221I • Facsimile: (208)887-I297 • website:www.meridiancity.org ENGINEERING P . C . Civil Engineering * Project Management DATE: February 18, 2021 TO: City of Meridian 33 E. Broadway Ave Meridian, ID 83642 RE: Daphne Square Subdivision To whom it may concern: Based on a geotechnical report from MTI dated August 17th, 2020, groundwater all streets have been designed so that the centerline of the street is at least 3 feet above seasonal high groundwater. Respectfully submitted, A : di 412 0iS►9rF OF VD Q. S. Chad S. Kinkela, P.E. CK Engineering, P.C. CK Engineering 13oo E.State St Suite 102 Eagle,ID 83616 208.869.0590 mobile chad@ck-engineers.com ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: February 16, 2021 Final Plat RX Project Name: DAPHNE SQUARE SUB T/R/S 4N 1W 27 Parcel Number(s): SO427333500 Project/Plat Applicant: SHULTZ DEVELOPMENT Phone No: (208) 880-1695 City/County Agency: Meridian AOI THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N BLACK CAT RD W MCMILLAN RD v 2 v v o v U 3 v a c o Proposed Street Names: u Q o V) m Comments 1 N BRODY AVE X 2 W RIVA CAPRI CT X 3 W RIVA CAPRI ST X 2 4 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 0;` landproDATA Daphne Square Subdivision Vicinity Map it n r.� i c: n W Rat fry si fl**7 ff r. W be�rhnerSI f 1.'rlVlII 3r� W McMillan Ro W 4cMdlan Rd W McMillan Rd COUT C Lemp Cartel rs` � r y - 7 i z z 31 Pr r`F 43°38'43.57" N 116°26'52.44" W Aug 24, 2020- IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 300 feet purposes only and do not constitute a legal document. VV ( W Twiste Z_ 0 � Street �_� o ro Creek W_Twisted.Creek Drive o � �? CO w o c Street h�; o_ �1 Go d� z¢ w Q Q - z z Q W Philomena Driv I o a°�a �W Philomena Drive z W,Phil(o Street z z z Q L / 6 U > - if - 1� Q - N C vill�Drive n z _ > z W Wapoot Street Q z LL 73 I III__I I I 73 MilanoQ a�i c W Milano 07 Q W Milano •rive 4N1W�28. o 'Q 4N1W27Ca Street z Street E z o- � w W Daphne Street z > z Q W Daphne Street NOT APR NOT A PART W Riva U) CO° > Capri NOT A PART o z Street - z 70 N N O Yam:•. -- _o c W.,McMillan Road N-> UY Q - O• � _ U W Los Flores Street -� z W Los.Flores Street to m W Balducci W Quintal e -c' c a o o Street m Street o > Q E � W Quin tale L w ° = Q °' w ' D,1D: Street a zQ Q zmz zW Astonte Drive W Astonte Street z W Viso Street a� c d Y u)Q W Torana O Q z Drive z W Torana Street 4N 1 W 34 W Torana Drive c � � c _ o Q) � m > WiLestreet Q z ¢ W Lesina Drive NOT APART. -, w Thorr` \e p�Ne D Q) app O z zQ W Grand W Rapids o Street RaC'ra7p o o W�Grand a Rapids --NOT PA RT . Drive z } This map is made from data copyrighted by Ada C County shall not be liable for ADA COUNTY ASSESSOR inaccuraciesgthisdisclaimer or a b 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 PLAT SHOWING CP&F DA PHNE ASUBDI VISION CURIE TABLE *2015-079246 1/4 LOCATED IN THE SW Y4 OF THE SW Y4 OF SECTION 27, T.4N., RAW., B.M., aIRIE RADIUS LQHGm CHORD DIET S58'31 DELTA 5.28 S.27 MERIDIAN, ADA COUNTY, IDAHO C1 55.00 61.77 58.57 558'31'49"W 6{20'39" n�n C2 55,00 1.61 1,61 $89'51'46"W 1'40'44" L L1 C3 55.00 32.06 31.61 S721018"W 332VIO C4 55,00 28,09 27.79 S40'59'21'W i 2915'43" C5 63.00 218.86 124.25 5731 14"2'37"E 199T78' tN BLACK CAT ESTATES 3D 0' SUBDIVISION NO I CO 63.00 6.25 6.25 S23'31'01"W 5'4O'56" _ S89'1r57"E 660.$D' 23.50'� 23.50' _ _ C7 83.00 116.72 100.73 53223 50'E 106 08'36" 25 C0' 35.34' 3D.D0' 30.00' 30.DO' 30.00' 30.00' 30.00' 3O 00' 30.00' 30.00' 30 00' 30.00' 30.00' 33.46' __ 11 R00 M C8 63.00 95.99 86.97 N50'52'22`E 8718'01" W 1 * o 0 0 0 0 0 0 0 0 0 0 0 o s Gl CO 88.00 110.83 103.65 S49'41'43"E 72W09'38" in 15 1+ 13 12 11 10 9 8 7 B 5 4 3 2 1 °D a o o # # 3 3 3 # 3 3 3 3 # it r ui � of C10 520.40 96.91 96.76 NSIM-43"W IOW25" 'v� o w aeiE C11 733.15 46.77 46.76 577'29'12"E 338'18" m i, I m �+ '� �, `~ 16 iV m N vo �'+ rn 'd N '6 vo w m vo `'� ��$ �_ 5891T52'E 110.00' x I ❑ 7 pp v '6 * ut po w v pp a * w m pp� w pp m a w I p ^ N N N N N N vat W N ❑ m BLOCK 2 C12 545.38 103,66 103.51 NSrOs'43"W 1O'S3'25" E r N E DETAIL'A' 1545'36'13"W x M R C13 70a.15 42.94 42.94 577'23'47'E 3'28'29' I BLOCK 1 23.00' p 2 w�24,94' O $� I C2 17. C14 708.15 19.52 19,62 S7627'10'E 1'35'14` 28,39' 30.00' 30,00' 30.00' 30.00' 30.00' 30.90' 30.00' 30.00' 30,00' 30.00' ' C15 706,15 23.33 23,33 S7811'24"E 1 1'53'14" I G� S8917'52'E 345,87' S89`I7'52'E 92.38' 'on vl s C1 B 21.00 30.80 27.96 548'57'+2`W 8328'53" 133.50�C6 W44 . o WRIVA CAPRI CT. NM 7 "52 o , 2'� W. RIVA CAPRI ST.c LL2 . ?, Oa 33.42' 30.00' 30-W 30.00' 30.00, 30.0D' 30,00' 30.00' 30.00' 30.00' 30.00' 30.00' 30-OV 35.19' I y La 1 LINE J i9H 15 17 18 19 2�0 21 © 2�3 2�4 2�5 2�8 CJ 29 E �j LINE LENGTH BEARING CO 0 n� # ; 3 3 3 3 3 # L1 28.54 n10'27.32"w zl m m#m # o p # $E f• N W O m LL] ✓! r 61I L2 9•� N90Y10'00"W I hz 1r 0 N Q1 e^i C12 C}{ 7.13' I i 5 30.00' 30.00' 30.00' 30.00' 30,00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 35.01' C13�a� I CIO C7T BLOCK 1 15 589'35'52'E 372.15' ui N 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER+5 I S89'35'52'E 374.37' I RIGHT TO FARM, SECTION 22-4503•WHICH STATES"NO AGRICULTURAL I OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE.PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR REAL POINT OF BEGINNING o ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE I 61 n SAME HAS REEN IN OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION W. MCMILLAN RD. BEGAN: PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT S.28 14SR.27 APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR $.33 $.�F--_--_'-__`__-__-`_----N8933�52�W 66H7- -- --�---- _----'-_--r- -_- _1993.1_4' (\,_ ,�S.S.27 NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT.. CP&F S89'35'52'E 2653,94' CP&F 2. IRRIGATION WATER WILL BE PROVIDED BY THE CITY OF--- IN f 2015-079245 f 2017-116131 COMPLIANCE WITH IDAHO CODE SECTION 31-3005(1]6). ALL LOTS LEGEND WITHIN THIS SUBDIVISION WILL BE ENTITLED TO WA RIGHTS, AND PILL BE OBLIGATED FOR ASSESSMENTS FROM THE CITY OF----, " 0 FOUND 5/8' IRON PIN, w/NO CAP. REPLACE 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE W/5/8" IRON PIN, PLS 7729 APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION. FOUND BRASS CAP MONUMENT 4, MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE ® FOUND ALUMINUM CAP MONUMENT APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY • SET 1/2 IRON PIN WITH CAP APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. L. SET 5/8" IRON PIN WITH CAP 5. LOTS 15 AND LOT 16, BLOCK 1 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. ALL CALCULATED POINT 13 12 f, COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT. c�\ Ns 6. DIRECT LOT OR PARCEL ACCESS TO N. BLACK CAT RD.AND W. "----`""-'- PROPERTY BOUNDARY LINE O -p� MdAtLLAN RD. ARE PROHIBITED. LOT LINE (C3 C2 28.39' a 0 7. LOT 16. BLOCK 1 IS SERVIENT TO AND CONTAIN THE ACHD STORM SECTION LINE 7 a s + II7 2 9❑ WATER DRAINAGE SYSTEM. THESE LOT IS ENCUMBERED BY THAT FIRST �'�11 7�Z� AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RIGHT-OF-WAY LINE W. RIVA CAPRI CT. �'�.9re OF RECORDED ON NOVEMBER 10. 2015. AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS 25 IUC CENTERLINE GORY G.C N REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT'). THE 05 50 15D MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE EASEMENT LINE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE SCALE: 1" = 50' MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM 7 LOT NO. DETAIL 'A' SCALE 1"-5' BOOK PACE IDAHO BOSS E. EMERALD ST. SURVEY JOB NO. 20-294 GUISE,IDAHO 8370d [208]846-8570 P:\4nr)VCm1nun Nj T,Po 2^-294 4 \Piat•%Dons Sue PLAT 4. 2/14 202' 3 15:+o PM SHEET 1 OF 3 mGROUP, LLC Street Name Evaluation Response Sheet 5ubdivis►onlJurisdktion: Daphne Sub/Meridian AOI 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 m 00 N PRELIMINARY PLAT SHOWING W E Cy) DAPHNE SQUARE SUBDIVISION 0 0 S 00 z A PARCEL OF LAND LOCATED IN THE SW 1 /4 OF THE SW 1 /4 OF SECTION 27, 0 50' 100' T. 4N . , R . 1 W. , B . M . , ADA COUNTY, IDAHO QLLJ J A N U A R Y 2021 SCALE 1 = 50' z OWNERS REP SURVEYOR ENGINEER rrJn I CK-ENGINEERING V SCHULTZ DEVELOPMENT IDAHO SURVEY GROUP Q MATT SCHULTZ, P.E. GREG CARTER P.L.S. CHAD KINKELA STEN B LA MAX H P.O. BOX 1115 9955 W EMERALD ST. 130 E.SUITUIT SAT ST J 4924 N BLACK CAT RD MERIDIAN ID 83680 BOISE, IDAHO 83704 EAGLE, ID 82 MERIDIAN, 0 83646 000208-880-1695 208-846-8570 PARCEL # R0982000000 208-639-1992 J 3616 �/ U O Lo I I .z5p1 I C� N PROPOSED BRODY SQUARE SUBDIVISION .o ' � NOTES: U' � � LJLJZ_ Id - Y I - tih 1. THE SUBDIVISION WILL RECEIVE DOMESTIC WATER SERVICE FROM THE CITY OF MERIDIAN MUNICIPAL WATER SYSTEM. V m I I 25.0' 35.3' 30.0' 30.0' 30.0' 30.0' 30.0' 30. 30.0' 30.0' 30. ' 3 . ' 30.0' 30.0' 38•5' 3.00' 2. THE CITY OF MERIDIAN WILL PROVIDE SANITARY SEWER CONNECTIONS TO EACH LOT. rn BLOCK 1 7.00' 3. PRESSURE IRRIGATION WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH SETTLER'S IRRIGATION DISTRICT. SETTLER'S IRRIGATION DISTRICT SHALL V Q I I O 16 17 18 19 20 21 22 23 24 25 26 27 28 29 o OWN AND MAINTAIN THE PRESSURE IRRIGATION SYSTEM. Ln 5,610 SO FT - y O �, 4. LOTS 1 AND 15 BLOCK 1 ARE COMMON LOTS TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION. Q L b t o � o L o o o � o t o o o o t o ¢ 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM, WHICH STATES "NO AGRICULTURAL OPERATION, AGRICULTURAL 0 0 cn 0 rn rn rn � rnco o m (a a cy c, e, 0 110.0' FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT THE W W cn v' �' N rn Co 0 SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR � rn o 00 00 00 00 00 00 o N co EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A O �/ Q N N N N N N N N N N N nj M N Z N BLOCK 2 NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION w I I BLOCK 1 0 4,795 SQ FT THEREOF". Q F_ �� 1 2Q9 O 6. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH CITY OF MERIDIAN CODE AT THE TIME OF ISSUANCE OF A BUILDING PERMIT OR w 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 17.5 AS SPECIFICALLY APPROVED. I o0 92.3 7. UNLESS OTHERWISE DESIGNATED OR DIMENSIONED, THERE SHALL BE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, LOT DRAINAGE OVER 1 I THE FIVE (5) FEET ADJACENT TO THE SIDE LOT LINES. N �4' 8. UNLESS OTHERWISE DESIGNATED OR DIMENSIONED THERE SHALL BE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE g S w - S - APRI�T � - w - o w OVER THE EIGHT (10) FEET ADJACENT TO REAR LOT LINES. W W m I j sp '� sD o APRT S . 9. UNLESS OTHERWISE DESIGNATED OR DIMENSIONED THE FRONT OF THE LOTS SHALL HAVE A TWELVE (12) FOOT PUBLIC UTILITIES EASEMENT FROM R2d67 SID THE BACK OF SIDEWALK INTO THE LOT. Z 800, 10. ALL STORM DRAIN RUNOFF SHALL BE DESIGNED PER "BEST MANAGEMENT PRACTICES" AND THE ACHD STORMWATER POLICY. HEARTLAND TOWNHOMES PROPERTY I 11. DEVELOPMENT OF THIS PROPERTY SHALL BE IN CONFORMANCE WITH THE MERIDIAN CITY CODE AND THE DEVELOPMENT AGREEMENT ASSOCIATED WITH EL MANAGEMENT ILLAA RD 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 35.2' _____________ OR ANY SUBSEQUENT MODIFICATIONS. MERIDIAN, ID 83646 CIL 12. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE APPLICABLE SUBDIVISION REGULATIONS IN EFFECT AT THE TIME OF PARCEL # SO428449520 I I I RE-SUBDIVISION. c� I 13. THIS DEVELOPMENT IS SUBJECT TO COVENANTS, CONDITIONS, AND RESTRICTIONS, INSTRUMENT # --------------, AND IS AMENDED. THE cn HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. C3 Cy C7 0 o Cy cy o o O G7 I CORBELL ROBERT R II rn N � N N N N N N N N N cn 4520 W MCMILLAN RD \\ J M N o p MERIDIAN, ID 83646 r a 6� O� N Q� N 6� m c O c0 C, �p �t O Lo N N N N N cl cV N N N N / I PARCEL # R0982000020 BLOCK 1 I � z 0 0 0 0 0 0 0 0 0 0 0 O PIR 5• 1 15 14 0 13 12 11 10 9 8 7 6 5 4 3 2 I 3•3 7.1 30.0' 30.0' 30.0' 30.0' 30.0' 30.0 30.0' 30.0' 30.0' 30.0' 30.0' 35.0' CURB & GUTTER SHOWN I PIR PIR PIR AS REFERRENCE ONLY- I ACHD ROW 19,810 SQ FT O o / R.O.W R.O.W TO BE BUILT BY OTHERS I FOR FUTURE cIR cIR BLOCK 1 cIR 1 N ` Nb 37'-0" TRAFFIC CIRCLE 6' 33'-0" 6' HEARTLAND TOWNHOMES PROPERTY _ MANAGEMENT LLC 4940 W MCMILLAN RD MERIDIAN, ID 83646 % - - - _ I I MIN 1' LEVEL LANDING Q 2' 16'-6" 16'-6" 2' PARCEL # SO428449800 d3 d3 BEHIND SIDEWALK (TYP) (N - - - vv - vv - - cp W - 2544- 14'-6" 14'-6" W. McMILLAN RD. 3.1 Mq X ��Z d3 d3 d3 3 S40 X Cyr I MP 2.00% SLOPE 2.00% SLOPE SHOP � �� MPX cU� FCC MAX OUT ESTIMATED CENTERLINE OVERHEAD POWER POLES AND LINE CURB & GUTTER SHOWN 8' WIDE PLANTER STRIP (TYP) 12" OF 6" AS REFERRENCE ONLY- MINUS PIT RUN TO BE BUILT BY OTHERS EXTEND BASE MATERIAL CONCRETE SIDEWALK PER 6" BEHIND CURB (TYP) STANDARD ROLLED CURB & GUTTER ISPWC AND ACHD JAMES JIMMIE N & LAVERNE 2Y" OF ASPHALT PAVEMENT PER ISPWC AND ACHD SUPPLEMENTAL SUPPLEMENTAL DRAWING W I G FAMILY TRUST A 01/31/2007 DRAWING SD-702 SD-709 (TYP) 4375 W MCMILLAN RD MERIDIAN ID 83646 4" OF 4" MINUS ZUMWALT THOMAS H PARCEL # SO434212950 CRUSHED GRAVEL 4850 N BLACK CAT RD MERIDIAN, ID 83646 PARCEL # S04331 1 001 0 TYPICAL 3T ROW SECTION WITH 33' STREET SECTION - NTSckf g CL US HWY 26 0 N O W Y O L U 75.00' P.L. clf YORBA DONNELDA M z a00 o cc Cn o 4720 N MAPLESTONE AVE oa o m N MERIDIAN ID 83646 p - Cl)0¢z �. ^M rn a o m w 50.00' R. .W. 25.00' ? w °O O Z PARCEL # R6206170350 N p I 10 Or Lu z � U w _ PAVEMENT WIDTH TO BE A MINIMUM OF 17 L `V N zI a a af _� 5 7 cncDw x i SAWCUT LINE L z N N Q � U � SEE PLAN � �i � � � � � I w '' VARIES VARIES 3' 9.00' 2' 9.00' 3' 5.00' 2.00' S_1 3•) Sapp �� CD N � z ~ 2.00% V � m o z � BLACK CAT RD 2.00% �' S�� i PRELIMINARY DEVELOPMENT FEATURES DAPHNE ST `' S ��5 175% zLLJ y SF 0j'F HWL Q�� 3 7 Q w w w TOTAL ACRES......................................... 4.97 AC W MCMILLAN RD D Fp� �%el Z _1 e� MAX CST o o _ o ACHD RESERVATION............................... 1.41 AC �� g�izV_ N N� S� ADJUSTED GROSS ACREAGE ................ 3.56 AC l a w - MIN 1' LEVEL LANDING F�<< TOTAL LOTS........................................... 31 SITE >w ON EACH END OF SIDEWALK COMMON SPACE LOTS........................... 2 OR MATCH EXISTING, \p NA S S F BUILDING LOTS...................................... 29 _ WHICHEVER SECTION IS LARGER 5' SIDEWALKS PER GIST G1 MINIMUM BLDG. LOT SIZE..................... 2,878 SF ISPWC AND ACHD AVERAGE BLDG. LOT SIZE..................... 3,207 SQFT SUPPLEMENTAL DRAWING 25"-6" MINUS PITRUN � GROSS DENSITY (TOTAL)........................ 5.84 DU/ACRE BORROW DITCH PER DETAIL 5 SD-709 9412 GROSS DENSITY (ADJUSTED).................. 8.15 DU/AC ACHD POLICY SECTION 8200. NET DENSITY........................................... 13.60 DU/AC 4"-3/4" ROAD MIX 1/5/21 PROPOSED ZONING................................ R-15 5"-ASPHALT 3' DEPTH OF ASTM C-33 C�10 of 1aP\\GP TOTAL OPEN SPACE............................... 0.87 AC SP-3, 0.50 INCH (Yz") MIX, PG-64-28. FILTER SAND WINDOWS 'S QUALIFIED OPEN SPACE ....................... 0.37 AC ADJUSTED PERCENT OPEN SPACE......... 10.4% - VICINITY MAP - N. BLACK CAT/McMILLAN FRONTAGE RD AND BERM DETAIL SHEET - NTS - N.T.S. p 1 . 0 PLAT SHOWING CP&F SUBDIVISION DAPHN� CURVE TABLE f.2015-079246 CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA 1/4 LOCATED IN THE SW Y4 OF THE SW Y4 OF SECTION 27, T.4N., RAW., B.M., Cl 55.00 61.77 58.57 S58'31'49"w 64'20'39" S'28 S'27 MERIDIAN, A D A COUNTY, IDAHO 2021 C2 55.00 1.61 1.61 S89.51'46"W 1'40'44" C3 55.00 32.06 31.61 S72'19'18"W 3324'12" 0 �n C4 55.00 28.09 27.79 S40'59'21"W 29*15*43" O 1 N BLACK CAT ESTATES C5 63.00 218.96 124.25 S73'12'37"E 199*08'14! I 30.0' SUBDIVISION NO I C6 63.00 6.25 6.25 S23'31'01"W 5'40'56" S89`17'52"E 660.80' 23.50' 6_z23.50' i' - C7 63.00 116.72 100.73 S32'23'50"E 106'08'36" Fr n 50.00' 25.00' 35.34' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 33.46' 110.00' C8 63.00 95.99 86.97 N50.52;22lE 8T18,01" to 1 m W ; O O O O O O O O O O O O O O O tO w l O of � 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 � � O C9 88.00 110.83 103.65 S49 41 43 E 72 09 38 U. of o ao ^0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ^ o Q i n O C10 520.40 98.91 98.76 N81'05'43"W 10*53'25' N o I co rn °D iv oIt �`' 'n °0 `O o o 0 0 o o w 0 0 0 0 0 o R 3 S89'17'52"E 110.00' I 000 3 o rn o 0 0 0 0 0 o 0 0 0 0 o p O 2 0 0 cV Lo cV (6 N co N '6 iV O N O iV O N O N p N (6 N O N O N O _� } C11 733.15 46.77 46.76 S77'29'12"E 3'39'18' m Z I o r o o :' rn o, d, d co * cc d. co N c6 cn 0 d co co 0 I o o p O rn rn rn 0 rn rn rn rn rn W O .- p - O N O O O O p O O O O F Co M M C72 545.38 103.66 103.51 N81'05'43"W 10*53'250 :') cn N in N cn cn U) N N N N ;n „ z o) La o ,t BLOCK 2 o S453613 W r of C13 708.15 42.94 42.94 S77'23'47"E 3'28'29" I N 2ETAIL A BLOCK 1 23.00� zl Z N N44'30'54"W O uil 17.48 24.94' �I C14 708.15 19.62 19.62 S76'27'10"E 1*35'14" C3 C2�8.39430.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' C15 708.15 23.33 23.33 S78-11-24"E 1'53'14" I G1 S8917'52"E 345.87' I S89'17'52"E 92lot .38' 0 � r C16 21.00 30.60 27.96 S48'57'42"W 83'28'53' 1 z C6 G r� FIN 0 _ _ _ _ _ _ _ 351.47' _ _ _ _ _ _ _ _ 133.50' _ _ O O o h N89'17'52"W 484.97' - N E~ 2 ,n) N .ry�o W. RIVA CAPRI CT. W. RIVA CAPRI ST. F- of oo w h �' S89'17'52"E 428.62' Lo 3 p U K)l2/ G 33.42 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 35.19 I O U a W U oI LINE TABLE Q �I 16 17 18 19 20 21 22 23 24 25 26 27 28 29 10 JMI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IU) LINE LENGTH BEARING m ) too '00co Z G 0v ^ VNNN NrN � N p N Ln O N °° °°'OD 28.54 N10'2T32"W Z 0 o 0) I, OO N 0 en 0 o oOo O N Oi 'm 0 0 N 0 rn NL2 9.09 N90'00'00"W coIl pOj p+ c9 N U) cn N (n U) cn UN I C12 C14 7.13' I l 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' ,., 30.00' 30.00' 30.00' 30.00' 35.01' 1 1 il Cl 3 NOTES I C10 C1j BLOCK 1 0S89'35'52"E 372.15' 0l N 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 l S89'35'52"E 374.37' RIGHT TO FARM, SEC11ON 22-4503, WHICH STATES "NO AGRICULTURAL l OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR REAL POINT OF BEGINNING o ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE c I in SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION S. S., W. McMILLAN RD. BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT _ __ __ _ 19_93.14' 1�4 S 27 APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR -- NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR S.33 S.34 N89'35'52"W 660.80' --� S.34 APPURTENANCE TO IT." CP&F S89'35'52"E 2653.94' CP&F 2. IRRIGATION WATER WILL BE PROVIDED BY THE CITY OF --- IN # 2015-079245 #:2017-116131 COMPLIANCE WITH IDAHO CODE SECTION 31-3805 (1)(b). ALL LOTS LEGEND WITHIN THIS SUBDIVISION WILL BE ENTITLED TO WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE CITY OF----. 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE 0 FOUND 5/8" IRON PIN, w/ NO CAP, REPLACEw/ 5/8" IRON PIN, PLS 7729 APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION. FOUND BRASS CAP MONUMENT 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE O FOUND ALUMINUM CAP MONUMENT APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY • SET 1/2 IRON PIN WITH CAP APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. J L SET 5/8" IRON PIN WITH CAP 5. LOTS 15 AND LOT 16, BLOCK 1 ARE COMMON LOTS WHICH SHALL BE CALCULATED POINT 13 2 OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT. \� PROPERTY BOUNDARY LINE SFO �G 6. DIRECT LOT OR PARCEL ACCESS TO N. BLACK CAT RD. AND W. c� McMILLAN RD. ARE PROHIBITED. LOT LINE C3 C2 28.39' I o 7 729 7. LOT 16. BLOCK 1 IS SERVIENT TO AND CONTAIN THE ACHD STORM --- SECTION LINE N� ��tlZ� WATER DRAINAGE SYSTEM. THESE LOT IS ENCUMBERED BY THAT FIRST 1 AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RIGHT-OF-WAY LINE W. RIVA CAPRI CT. G,p "Ti OF �pP ��- RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, 25 100 OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS - - - - - CENTERLINE CRY G.C,P REFERENCE AS IF SET FORTH IN FULL (THE „MASTER EASEMENT"). THE 05 50 150 MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE ----------------- EASEMENT LINE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE SCALE: 1" = 50' MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM 7 LOT N0. ' DETAIL A SCALE: 1"=5' BOOK PAGE IDAHO 9955 W. EMERALD ST. JOB N0. 20-294 SURVEY BOISE, IDAHO 83704 P:\4700 Mcmillon Rd Topo 20-294\dwg\Plat\Daphne Sub PLAT.dwg 2/14/2021 3:15:10 PM SHEET 1 OF 3 GROUP, LLC (208)846-8570 DAPHNE SUBDI VISION CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR Know all men by these presents, that Berkeley Communities, LLC., an Idaho limited liability company, is the owner of the I Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as real property hereafter described: described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and A portion of the SW 1/4 of the SW 1/4 of Section 27, TAN., R.1W., B.M., Meridian, Ada County, Idaho more particularly accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys. described as follows: BEGINNING at the SW corner of said Section 27 from which the W1/4 corner of said Section 27 bears North 00031'08" 5 East, 2637.33 feet o thence along the West boundary line of said Section 27 North 00°31'08" East, 329.50 feet a angle point in the exterior Gregory G. Carter ° N 729 0 P.L.S. No. 7729 boundary line of Black Cat Estates Subdivision No. 1 as file In Book 29 of Plats at Pages 1798 and 1799, records of Ada F County, Idaho; �PGORY G thence along the exterior boundary line of said Black Cat Estates Subdivision No. 1 the following courses and distances: thence leaving said West boundary line South 89017'52" East, 660.80 feet; thence South 00031'08" West, 326.04 feet to a point on the South boundary line of said Section 27; thence along said South boundary line North 89035'52" West, 660.80 feet to the REAL POINT OF BEGINNING. Containing 4.97 acres, more or less. ACKNOWLEDGMENT It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, State of Idaho ) the public streets as shown on this plat. The easements indicated on said plat are not dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and for such other uses as designated hereon, no ) s.s. permanent structure other than for such utility purposes are to be erected within the limits of said easements. All lots in this plat County of Ada ) will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and City of Meridian has agreed in writing to serve all the lots in this subdivision. On this day of 20 before me, the undersigned, a Notary Public in and for said State, personally appeared Joseph Atalla, known or identified to me to be the manager of Berkeley Communities, LLC., the Idaho limited liability Berkeley Communities, LLC., an Idaho limited liability company company that executed the instrument or the person who executed the instrument on behalf of said limited liability company and acknowledged to me that said limited liability company executed the same. Joseph A. Atalla, Manager In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. My commission expires Notary Public for Idaho Residing in Idaho BOOK PAGE IDAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 20-294 11. (208)846-8570 SHEET 2 OF 3 GROUP, LLC P:\4700 Mcmillon Rd Topo 20-294\dwg\P1at\Daphne Sub PLAT.dwg 2/14/2021 3:14:49 PM DAPHNE SUBDI VISION HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have checked this plat a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE and that it complies with the State of Idaho Code relating to plats and surveys. approval of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a County Surveyor Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Date CERTIFICATE OF COUNTY TREASURER I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent 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 ADA COUNTY HIGHWAY DISTRICT The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of 20 Date County Treasurer ACHD President APPROVAL OF CITY ENGINEER COUNTY RECORDER'S CERTIFICATE I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. State of Idaho ) ) s.s. County of Ada ) City Engineer Date I hereby certify that this instrument was filed for record at the request of at Minutes past O'clock M. on this day of 20 , in Book of plats at Pages Instrument No. APPROVAL OF CITY COUNCIL Deputy Ex-Officio Recorder I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council held on the day of 20 , this plat was duly accepted and approved. City Clerk, Meridian, Idaho I i' rE N 8 lipG 7 729 G,p�TF OF �pQ c�RY G.CP� BOOK PAGE DAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 20-•294 (208)846-8570 P:\4700 Mcmillan Rd Topo 20-294\dwg\P1at\Daphne Sub PLAT.dwg 2/14/2021 3:14:37 PM SHEET 3 OF 3 NGROUP, LLC 1 M1 _ 4r r � l RECREATION Daphne . Brody KIDILMLE KP-1606 OUR PROJECT IS YOUR imagination at play PLAYGROUND Daphne Square - Brody Square KP-1606 34,4' - zz,4' - - _ _ _ _ _ _ _ r � r � r ~ r GEAR PANEL (ABOVE) BENCH PANEL (BELOW) ❑SLIDE WIDE � � r r I POD CLIMBER 60 . 4 CONE ROOF °° • aI�? an RISE INTER SHAPES PANEL + ens e�yva STEPS r *' CONE ROOF ■■■ CCD CO O r %�� i � CHALLENGF� LADDER TRANSFER STATION INCLINED C � y TUNNEL ♦ SINGLE WAVE SLIDE RISE CHALLENGE r • 1 LADDER ` r n V O I r `• ; 1k ,40 I I ., , loom r BRODY SUBDIVISION 40 _ r ' 7r w 1 ' 15 14 13 + 12 11 I 10 9 1 8 7 1 6 5 1 4 3 1 2 1 Z I 1 I I I I W _ �� 1 1 I 1 ! I � I � � • �S I 1 � 7�� t I r I 1 I PLAYGRQUN❑ - - WWI A RIVA CAPRI STREET VIP Coo 41 7• RETENTION 1 1 I BASIN E T I - } I 16 17 18 I 19 20 I 21 22 I 23 24 I 25 26 I 27 28 I 29 if L Of 7; 5 F S 15 I Ao �yl �w * '.•� • ■■ r - .�' ■ 1. .. •r �` - l� ■ / if i� D A P H N E SQUARE SUBDIVISION •Civil Engineering •Landscape Architecture ■Erosion&Sediment Control •Graphic Communication N 4700 W. MCMILLAN ROAD •Irrigation Design •Land Planning rp MERIDIAN, IDAHO 83646 ■ www.breckonianddesign.com 6520 ign.com • I"ax:208-376-6528 Phone:20B-378-5153 I 6681 North Glenwood Street 5cALr: 1 11 =30'-0" Garden City,Idaho 83714 ORIGINAL SURVEY ON FILE AT CK ENGINEERING o0 E o �q°OOoo LANDSCAPE LEGEND °°°° � ��'�� eRFcti° ° 0 0� � *moo 0 G ■e ■e ■e ■a I o 0 I/ I I o Wo c~i 1, I i i I (DO o PLANTS TO BE INSTALLED °° 3/I/21 ��o 0 LA-16536 �a w Tos I j I WI fillEXISTING PLANTS TO BE REMOVED ooOo�OOaDoBop°�°0°°°°° r II I I o y l I I Z N VISIONTRANGLE ° PIR p■ A -- ------ ' a G } + + + - - - '" "` "' 2 "" P■ 2 I ------------------- GUT EDGE AS DETAILED ° 4 +_ + c —.. —.. o ad ...—. —._ TOB. ._—...—...—... ._—... ._—...—._—... .. .. _. .. .—_.—_.—. ._—. ..—...— ::—:::—: — — — — — - -- --ua — ...ter:—:::— .. U�'' p .�00 > M I + + + + - - TOB TOB 4 TOB — + + + + +r I I I To — row-. Toe—._—_. —...roe — To6 _ _ _ _ Ts - c o z j +++ ++�.'.�+ 3 START 1 I I I I I 4 , I �... B T11 --- a 1 2 END 4 .. LANDSCAPE BERM rnr E c c v(0(0 3 t o I �. + + + + I I I I L L E.p'p° I r y I +++ +++++ I -- y Q(n E o c o z PROPERTY LINE (VERIFY) I E w + + + oo c� m N I I nl �+ + +-I' I I I I I I ( C a`� U CD00 + + I I p oaoN U I III - AP I I I I I I I I hi 11 10 Q 1 I I I 2 TAN VINYL PRIVACY FENCE c- U.o�Y o II I I I I 3 0 0•- - mo rno _t Z 0 I + + + O ( ( I I I I I 1 I E D WF 3 — ° 0 na,v�N ai aci , + + I I I (HEIGHT AS NOTED IN GALLOUT LEGEND) W 8j + I + + I• 3 1 W I 3 > c o p._ c c op a EA U J W U U L J3 p L (D- O 0 a PLANT IDENTIFICATION KEY ° ` ° " p 3 " o (o Z I I III + �'•�I_ '- I I I I I I I I SB 3 5 10 QUANTITY ++ ++ ++ MP I I I I I Z GB GB 2 START JB o I I I I I � - • • - a 6 1 I w - -.• . Z : I +++ +++++++ PP 1 1 1 1 1 1 I I I I I 1 1 I+ 1, I + Q _ + + + + + + TURF OVER APPROVED TOPSOIL o §. N m + + + + AP ++ + + --�—�— + + + + + + + + 3 I I I I I I I I + + + + + + + + + + _ - - 3 PROVIDE SEED AT ALL DRAINAGE EA I I I , D + + + + + + + + + + / 5 EA +++++++++++ SWALES AND SOD AT ALL OTHER I ++ +++++ 3 1 I 1 I I I I I I 1 , START 0 ++++++++++++++++ +++++ + + + + + + LOCATIONS m I I I 1 I I I I 2 r. �� SB 5 + + + + + I + + + A I I I e + + + + + +/ + + + + I I t+ + + + + + + + + + + 8 1 GB 0 + + + I I I I I 1 m + + + + + t /+ + + + 12 I + I I , z + + + + + + + + + + I o t+ + + + I I + + + + + + „ Z + + + + + + THREE INCH DEPTH OF 2 MINUS ° 5 9 2 START .................. I W + + + + + I I I I I I I 1 1 I I l + + +d I + + + / BARK MULGH OVER APPROVED Q I + + 1+ + I I I I ( I + + + + + + + + I + + I 1 I \ I I \ 1 / + + + + + + + + — TOPSOIL I m + + + +/' + + + + + + + 7 7 0 I + I MP _I �� + + + + + + + (3 + + WF AGHD SEED MIX. SEE NOTES ON a I I III + + + AP �,� 1 >� 1 3 / I K I I o ii �++ +++++ EA END - - - - - - - - - - - w - - - - - - - - - - - - - - - - - - - I SHEET L1.6 FOR SPECIES AND o 6 NOTES ° w QG Z o + + + + + 3 - 3 WF z W 2 o I 5 w ti Q �I I �I; + + +� -� � " " 3 END RIVA CAPRI STREET 3 SB sB + + w + + + + I s s I� U O I o s WF fill +++ +++ s _=p _� LANDSCAPE REQUIREMENTS �� 10 Q I ! + j j o +++ }++ ! - 5 COMMON OPEN SPACE z Y i +++ +++ 5 GB - --T-- - -- -- -- -- _ __ __ _ __ __ __ __ _ __ -_ _ __ TOTAL SITE AREA= 216,4G3 SF (4.q-f ACRES). Copyright C�2021 = I z v I �o + + . SB , r r Q I W I + � + + + -� 1 155,074 SF (3S6 ACRES - ADJUSTED GROSS ACREAGE AFTER ACHE) All rights reserved. Reproduction or use in any form o J I + + �+ / 1 2 END I I I I I I I I I I RESERVATION)• or by any means without written permission of x +�� Jr + i 5 MP 5 I I I I I I I I I I I g BreckOn Land Design,Inc.is unlawful and subject to 0 + 1 + + + I 15,50-7 SF (10%) QUALIFIED OPEN SPACE REQUIRED. criminal prosecution. w J Z I W I +++ +++ +++++ WF M 5 I I I I I I I I I START 20,g63 SF (13.5%) OF QUALIFIED OPEN SPACE PROVIDED. W +++ +++ ++++ 2 6 SB 6 _/ ( I I 2 0 I + + + MP I I I I I I I 1 TREE PER b,000 SQUARE FEET, AND SEED OR SOD. $ jl + + + + + WF 10 1 , , 1 I I I I o + + + ,- SB I I I I I I 1 20,g63 SF INTERIOR OPEN SPACE / 8,000 LL +++ + ++ 3 TREES REQUIRED; 3 PROVIDED W w 0 +++ 4++++ +fi+ + �� " � M 5 I I PATHWAY TREES = 142 LINEAL FEET z + + + + + 4 I I I I I I I I I I I I TREE PER 100 LINEAR FEET= I TREE REQUIRED; W I iI + + +�• '+ + + MP I TREE PROVIDED + + + + + + 3 M f sB 2 0 + �+ + + +! .� MS + + + I 5 I I I I I I WHEN MORE THAN 50 TREES ARE REQUIRED 5 TREE SPECIES ARE I v III + + ` + + /' + 6 1 1 1 1 I I I I I w a M 5 I I I I REQUIRED. 7 SPECIES ARE PROVIDED. z o I s III + + + � + + + •-,� + + + I I 1 , I I I I I z H I I 3 I I I I I I I _ I + + + + + R y + + + + + 4 y 5 ' 5 7I + + + + + + + + + + + a a o + + + + •..� + + + + + + + SB PP 5 D`P 3 AG I 1 3 W + + + + + + + + + + + WF I I 1 I STREET BUFFER - BLACK CAT ROAD —0 w + + + + + + + + + + + + GB PA 3 3 5 MS 3 SB 3 3 o + + +� + + + ; + + + +!. + GB I 3 START I I ��+ � ' !• END 3 3 1 I 1 SB I MS 1 + + + + + ..� + + + + + + + �+ + + + + ♦�!�� `� I 3 I 3 PP 1 3 AG 8 SB 3 PA o R + + + + + + EA O EA MS CB O GB 3 AP 3 Requirements: LINEAR FEET TREES REOV TREES PROVIDED I + + + + + + t + + + + + + SB 3 SB \ I + + + +_+ + + + + + +` GB WF 25' BUFFER 240 L.F. 7 — I R < W ....w+ + !�... 2 I TREE / 35 LF (25' BUFFER) ... .. _ ........ ........ -_ _ O 1 + + + + + + + + + + + + + _. 5 �' -i *LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRI ANGLES. Z w 10 + �+ / �+ -�+� '� + + + +! + + + + / T+ + + + + + + + -o- + + + +! '. + x a \\ m I i + + + +�`. + + + + + ,/ + + + + + + + + + I + + + + ,+ + + + + + + + S + SIR 5 � :, + � STREET BUFFER - MCMILLANROAD 00 Q w °I li uI + + + + + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + J = i` + + + ...... + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + _ 5 + + + _ + + + + + + z _ .._ 1 roe - Toa - �6 - + ++++++#+++++rbr� � - I - - - - - - - - 25 BUFFERta LINEAR 600 L.F.ET ES RE S PROVIDED ::-: :-_ - - - + +._+ -._+ _ -•_+ -+ -•-+ -+ -+—+ -+ -+—+ -+ -+—+_+ ± + -+ + + + + + +_ + . + + + + + + + + +_+ + +_+ + + + +: - + +-+ + + + + + + + -+ _+ _+ _+ + + + + + + + + - -- - : THE Q D TREE IDED O -- --- ---9� ------ eo--- --- - _- ail ell. + + +-+ + + + + + + + + + + + + + + + + + + + + + _+ +- + . + + + + + + + + + + +-+ + ++ ++ + + +I _ - I TREE / 35 LF. (25' BUFFER) Q eQ1 + + + + + + +- + + - + +-+-+ + + �+ + + + + + y y ;- + 1 + _+_ + + + + + + +__+__+- +--+ + + + + + + + + + . .. +- +- + # + _+ - + 80t-- SOY-------- FO1 _1_ 4 _ '�41 -------BOl --- 901 BOl- - - - a01:c - - - 801 - - - - - - ---- --- -- _-- _ - \ 801 Sol 901 801 801 ..—.. a01 ..—_.— 801 --- ----_---- _------�--`8 -- -__--- 4 —_- _—_-— _------ -- �— --- __TOB—_— -- - - _ —_ —_ —_ — _— 4 __ oP - _ _ - - -_ -_ _ - - . -_ -. -_ - �P- - - - -._-. - _- - -._-._-_ - - -...-_._ -` - - - - *LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIANGLES. f Ol EUS B0� IUJ OP _ nr_ _ 03 �.1P OP ...—OP .. no rnr Toe oe TOB a TEL 08 IEL� a TEL a �EL a a a a a TOB a0° a m TOB a 0°—:g m_ a TOB 1 W Q TEL TEL i TEL a lEL a ---- L a TEL a TOB TOB .. _.TOE TOB - 9 m 9 •' - .. - -0P- - �L '�` MITIGATION REQUIREMENTS — TEL7T�� d3 d3 d3 d3 TEL a TEL �_ Q ° d3 d3 ———— d3 d3 d3 d3 d3 d3 d3 d3 d3L TEL TEL TEL ------------- -------------------------- --------------- -------------------------------------------------------------- W W W W W W W W W N --- To6-- - Ts�- - - - -�-- - - - W. MCM I LLAN ROAD F� W T� - N - - - - - - roB W w W W W 'SEE SHEET L1.5 FOR MITIGATION NOTES.Go `\ C 1/ .. �.� rp TAB - - - ` - - - - U V F — I FENCING REQUIREMENTS v/ -- -- -- CD - _ _ __ roe_ _ roe _ roe roe roe roe I �— 6'-O" TAN VINYL PRIVACY FENCE 1,504 L.F. Z _oe L49_ —�Q�— _��_ Toe rna _ SOB TOB I aol aol _ -- - ao1 a01 801 80 C�V 801 < C) 801 1 -- 801 1 a01 801 801 801 801 B-- - ...—...—_.—...—...—... ...—._ ...—._ _ _._ _ 801 ■ a°1 CALLOUT LEGEND W Q O VISION TRIANGLE. O Z o O Ii TAN VINYL FENCE, SEE DETAIL I/LI.O. O W E O 2' TALL BERM AT 3:1 SLOPE T DAPH N E SQUARE LANDSCAPE PLAN O EXISTING WATERWAY TO BE REMOVED. a N 30 0 30 60 CIO Q 4 ■ O TREE(S) TO BE REMOVED. Q SCALE: I"= 30'-0" LANDSCAPE NOTES: © AGHD STORMWATER BASIN. SEE CIVIL SHEETS. V J O7 BENCH. GOLOR AND PRODUCT PER OWNER. I. CONTRACTOR SHALL REPORT TO LANDSGAPE ARCHITECT ALL CONDITIONS WHIGH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 08 35' X 40' TOT LOT AREA. 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSGAPE ARGHITEGT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR D PLANT SCHEDULE SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE OBTAINED. O LU ADA R MP, SHALL MEET OR EXCEED ALL FEDERAL ADA 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. 0 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSGAPE ARGHITEGT PRIOR TO GONSTRUGTION START-UP. QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. D DECIDUOUS SHADE TREES 6 ALL PLAUNDNT MATERIAL SHALL CONDITION.CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN W a Q0o= O 7. IN THE EVENT OF A PLANT GOUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. c o o w � 6 AG Acer platanoides 'crimson King' Crimson King Maple 2" GAL. 45' X 35'W 11 ,�ui U.z� 0. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF 2" MINUS BARK MULCH. COLOR PER OWNER. SUBMIT SAMPLE FOR APPROVAL. y W p d'O 0— AP Acer platanoides Deborah Deborah Norway Maple 2 GAL. 50 X 50 W I I �\� w m a o n ur, 6 OG Guel cor-r-I Scarlet Oak 2" GAL. 60' X 50'W III g. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL a z��W z w l- 0 rn PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. / y z 4 IV 00 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE SITE CO 1 �a m>o'l o c m GRADING PLAN. a C a z z m C ' CONIFEROUS TREES 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIG YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL OR6ANIG JZ'o-COx Z MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. u W O g PA Picea abies Norway Spruce 6-7' HT. 50' X 25'W 12. FERTILIZE ALL TREES AND SHRUBS WITH 'A&RIFORM' PLANTING TABLETS. QUANTITY PER MANUFAGTURER'S RECOMMENDATIONS. 16 PP Picea un ens 'Fa5ti iota' Columnar Blue Golorado S ruce 6-7' HT. 35'H X 10'W 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 15" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, REVISIONS ORNAMENTAL FLOWERING TREES AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, I-I/2" BELOW ADJACENT No. Date Description v SURFACES OF TURF SOD AREAS, AND I" BELOW ADJACENT SURFACES OF TURF SEED AREAS. ( , C g MP Malu5 'Prairiefire' Prairiefire Grabapple 2" GAL. 20' X 20'W 1 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND v g MS Malu5 'Spring Snow' Spring Snow Grabapple 2" GAL. 20' X 20'W I CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL > TESTS. TOP501L SHALL BE A LOOSE,SHRUBS/PERENNIALS/ORNAMENTAL GRASSES OTHER FORE16N MATERIAL AND A HAVE IA PHEOF 5..55 TO 0. IF ONSITEAM, GLEAN DTOP501L DOES TOXIC,FREE OF MATERIALS, MEET I THESE MINIMUM OUS ESTANDARDS, CONEDS, VqEED TRACTOR TOR SRASS OR 35 GB Gol alba 'Bailhalo' Ivor Halo Do wood #5 5' X 5'W RESPONSIBLE TO EITHER: y g #5 8' X 8'W PROJECT NO.: � 21 EA Euonymus alatus Gompactus Dwarf Burning Bush A) PROVIDE APPROVED IMPORTED TOPSOIL, OR I _ 25 MA Mahonia aquifolium 'Compacta' Gompact Oregon Grape #5 3' X 4'W B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSGAPE ARGHITEGT. 20095 V, B 5b SB Spiraea x bumalda '6oldflame' Goldflame Spirea #5 4' X 4'W 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF DRAWN BY: z 44 WF Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITER, AND FREE OF ROOTS, STUMPS, STONES LAR6ER THAN 2 INCHES IN ANY DIMENSION, AND OTHER TIC EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. O A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT SITE. CHECKED BY: OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. ( 1 B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A RECOGNIZED COMMERGIAL OR �B GOVERNMENT A6ENGY AND COPIES OF THE TESTING A6ENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S DATE: REPRESENTATIVE BY THE GONTRAGTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 3/1/2021 C* 0o TO 7.6. 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE GREATED FROM LANDSGAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. O 0 01� 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. SHEET NUMBER O 0 15. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURIL6 THE GONSTRUGTION AND T A INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. Ig. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSGAPE ARGHITEGT IMMEDIATELY. L1.0 0 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT CK ENGINEERING 000000000000ppp000 TURF AREA PREPARATION NOTES: 96" ON CENTER ° �� eRF°�o�° WHEN PRESENT: BUD o EXTRUDED POST GAP o o � (STANDARD OPTION) 01 91" MAXIMUM SPAN POINT (A MINOR o 0 ROOT FLARE/GOLLAR (SWELLING AT coo I. LIMIT TURF SUB6RADE PREPARATION TO AREAS TO BE PLANTED. CROOK IN THE TRUNK o W o N SOIL LINE WHERE STEM TISSUE A-16 �a W 2. NEWLY GRADED 5UB6RAOE5: LOOSEN 5UB6RAOE TO A MINIMUM DEPTH OF 4 INCHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND JUST ABOVE THE o L 536 o 0 OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. IN SOIL LINE) TO BE TRANSITIONS INTO ROOT TISSUE) TO ° 3/I/20 to BE AT SOIL LINE. 00 o A. SPREAD PLANTING SOIL TO A DEPTH OF a INGHES IN TURF AREAS AND 18 INGHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER LIGHT APPROXIMATELY I Y2 y oo F oo z ROLLING AND NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR 5UB6RADE IS FROZEN, MUDDY, OR EXGE551VELY NET. HOLD TOP AND BOTTOM ABOVE THE SOIL ROOT PROBE �(o ) PDRE�VG I >�6 WIND o00o aDo��o0 0000 3. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADE. RAILS IN PLAGE WITH a, 7/8" U-CHANNEL LINE LOCK RING. �� f`"� ° 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD. 'a' Z 5. UNGHAN6ED 5UB6RADE5: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXGAVATIN6, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE Z REMOVE TOUN6E ON ONE 12 SOIL LINE �, �� ` �� ° SOIL AS FOLLOWS: SIDE OF PANEL TO SIT 4" 5" CONCRETE MOWSTRIP a4 �d -� w �" r REMOVE DEAD/DAMAGED BRANCHES o W A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFAGE SOIL. FLUSH AGAINST POST N - ^' -_ o w M 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE LOOSENING. -"ti` AND PRUNE TO INTERNATIONAL 2 M GONGRETE FOOTING �, _ _ :� �n o A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. 7/8" x 6" TOUNGE AND iv SOCIETY OF ARBORIGULTURE a N o z B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, VEGETATION, AND TURF, OFF OWNER'S PROPERTY. GROOVE PICKET "I 1 Jji a - �4t `/� STANDARDS; IMPROPERLY PRUNED ' E c o L0 I ° o SCORE JOINT AT EACH -- 0)r >_ ° co c° 3 o "' y' TREES (AS DETERMINED BY THE s o-0 �' v I r 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH POST , p ly G ' 42 L - E'er �'a cI w ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. ��J� < = 1 LANDSCAPE ARCHITECT) SHALL BE �'a N E ru`° - z I-1/2 x 5-I/2 RAIL 0 0 0 0° I w 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. FENCE POST, SET POST HIGHEST ROOT SHALL a ,'^ REMOVED AND REPLACED. DO NOT o- C) o o U o m ci. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND IS TOO DRY. TEMPERATURE SHALL BE BETWEEN 55 F AND G5 F FOR A 24 HOUR PERIOD. WIND SHALL BE LESS THAN 5 BE 2 MAXIMUM REMOVE MAIN LEADERII o c- ._ o MPH. „ PRIOR TO INSTALLATION BELOW SOIL LINE. �i ` '� '" 2y `� w o°n"o��N z o 12 WIDE CONCRETE OF MOWSTRIP ;,,ua1 ti Z 0 c 0 rn a� 10. TURF SEED SHALL BE SOWN AT A RATE PER SEED SUPPLIER RECOMMENDATIONS. MOWSTRIP UTILIZE SOIL/ROOT 1� _; RUBBER GINGH TIE o 2 o L o 3 X o co Z PLAN VIEW 0 PROBE AROUND ?t„ U w U C9_J 3 o r c°+ 0 4 CC TRUNK (APPROX I -2 2"x 2" WOOD STAKE (LENGTH AS o TOPSOIL NOTES " " TRUNK) ° N �iN 5 SQUARE VINYL FENCE AWAY FROM o, �Z �� REQUIRED)-DO NOT PENETRATE `� �� FOOTBALL. SEE NOTE I. SET STAKES `-' POST TO LOCATE HIGHEST ' - tc'� � � PARALLEL TO PREVAILING WIND.L " ROOTS. ,. ) p I. TOPSOIL REQUIREMENTS: A5TM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER SET FINISH GRADE AS , -<< EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. I I 1 I -11I- SPEGIFIED 4. I�� ,� °�a,�� REMOVE TREE WRAP TRUNK 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY I I I - - -- II �� '` w _ _ �� 5 "�� PROTECTION, AFTER INSTALLATION FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, OR6ANIG MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER I I I 1 CONCRETE FOOTING AS „wr��` a EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. I I I N -11I- - SPEGIFIED REMOVE BURLAP, CONSTRUCT 2" EARTH BERM AT EDGE 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A REG06NIZED GOMMERGIAL OR GOVERNMENT A6ENGY AND COPIES OF THE I I I III I TWINE AND WIRE �l jPr�j�q�"�Q> I I I I e�h��.• 's',t OF ROOTBALL, FILL TREE RING W/ o TESTING AGENGYS FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARGHITEGT5 REPRESENTATIVE BY THE GONTRACTOR. ALL TOPSOIL SHALL BE AMENDED TO I I -III -- 6 AGGREGATE BASE BASKET FROM TOP �= i -� I u.�- �'�� MULCH, AS SPEGIFIED. ACHIEVE SPEGIFIED PH AND ORGANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED L 1_L J = _ OF ROOTBALL, w of w w ��yy"�- !;70, o WHILE IN A FROZEN OR MUDDY CONDITION. REMOVE ALL NAILS, 2 0 3 0 �' �� ` 3" THICK MULCH LAYER, KEEP MULCH NOTES: - -III-1 = COMPACTED SUB-GRADE 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO -1 TIES, AND PLASTIC N Z - _ c" w o�Q 3 AWAY FROM TRUNK. Q BRING SURFAGE TO PROPOSED FINISH GRADE, AS REQUIRED. I. SCORE JOINTS o 10 O.G. OR AT EACH POST. -III = FROM ROOTBALL. IF Of J N 5. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: 2. INSTALLATION TO BE COMPLETED IN SYNTHETIC BURLAP IS o FINISH GRADE g ACCORDANCE WITH MANUFACTURER'S 1' 31 w o K A. LAWN AREAS: q INGHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. 3 UTILIZED TO WRAP Z B. PLANTER BEDS: 18 INGHES MINIMUM SPEGIFIGATIONS. 2 5 2 THE ROOTBALL, IT �` /%\/%\/% //////\/\ //\\//\ / //\/\/\ COMMERCIAL SLOW RELEASE ' z 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH SHALL BE Q w \//\//\// / /\// ;. ,'.-.,a;.} <_:, //\ / //\//\//\ FERTILIZER TABLETS w GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND 1" FOR SEED. 6' VINYL FENCE PANEL COMPLETELY 0 \ \ \\ \\%/\\%/ %/\\%/\\\ \\ \\ 'I F 7. TOPSOIL STOCKPILE LOCATIONS TO BE GOVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 1 REMOVED. ONLY -III \\ \/ SIDES OF HOLE ROUGH UNEVEN 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE 5TOGKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROGK I SGALE: 1/2 I'-O" BIODEGRADABLE 1I IIIIIII \ III BAGKFILL WITH APPROVED TOPSOIL MATERIALS SHALL BE STOGKPILED OR TEMPORARILY PLAGED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING GONTAMINATED WITH ROCK BURLAP SHALL BE w AND SOIL AMENDMENTS AS MATERIALS. GONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSGAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. LEFT ON THE BOTTOM - z 3" DEPTH OF MULCH AT OF THE ROOTBALL. 111 1 1 SPEGIFIED. BAGKFILL IN 6" LIFTS, F PLANTER BEDS WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP Copyright C�2021 Z WEED ABATEMENT NOTES: OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL All rightsany reserved. Reproduction or use s any form o SOIL EVEN W/ TOP OF ROOTBALL or by any means without written permission of x ■ Breckon Land Design,Inc.is unlawful and subject to 0 5' MIN. DIA. TREE RING DO NOT OVER GOMPAGIII criminal prosecution. w J I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDROSEEDING. w 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH @ROUND-UP,& (GONTAGT HERBIGIDE) OR APPROVED EQUAL. - _ SET ROOTBALL ON NATIVE, 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. = UNDISTURBED SOIL 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLUSION OF THIS WATERING PERIOD, DISGONTINUE I, II II ^ =III of II II NOTES: 0 WATERING FOR THREE TO FIVE (3-5) DAYS. I11 IIII 1111 APPROVED TOPSOIL AND SOIL I. THE STAKING OF TREES IS TO BE THE GONTRACTOR'S OPTION; HOWEVER, THE GONTRACTOR IS RESPONSIBLE TO a 5. APPLY SEGOND APPLICATION OF @ROUND-UP-& TO ALL EXPOSED WEEDS. APPLY IN STRICT GONFORMANGE WITH MANUFACTURER'S SPEGIFIGATIONS AND INSTRUCTIONS. DO AMENDMENTS AS SPEGIFIED INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. FINISH GRADE, GUT EDGE WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING 0 6. IF ANY EVIDENGE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLIGATIONS, GONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. PER PLANS SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 7. AT THE TIME OF PLANTING AND HYDROSEEDIN6, ALL PLANTING AREAS SHALL BE WEED FREE. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE PLANTER BED CUT EDGE LANDSCAPE ARGHITEGT BEFORE PROCEEDING. o 2 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF IRRIGATION NOTES: (TYPICAL AT TREES IN TURF AREAS) NOT To SCALE PLANT MATERIAL. z10 I..I 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE O EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 1. ALL LANDSGAPEO AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHIGH INSURES COMPLETE GOVERA6E AND PROPERLY ZONED FOR REQUIRED WATER 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 0 USES. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS AND DECODERS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARGHITEGT 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. KEEP GROUND LINE SAME AS NURSERY LINE IMMEDIATELY. 10 CONIFEROUS TREE PLANTING - Q 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INGHES AT LAWN AREAS AND 18 AT PLANTER BEDS. s 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR SHRUB MASSING5 SHALL HAVE A POP-UP REMOVE ANY PLASTIC, BURLAP, NAILS, OR > 0 CO SPRAY SYSTEM. OTHER MATERIALS FROM THE ROOTBALL 5 NOT TO SGAL E (� o 5. GONNEGT NEW IRRIGATION IMPROVEMENTS TO THE EXISTING ELEGTRONIG WATER DISTRIBUTION/ TIMING CONTROLLER. ENSURE THE FOLLOWING �0. WHIGH MAY LIMIT ROOT GROWTH - o. AT LEAST ONE PROGRAM AND DECODER FOR EAGH HYDROZONE Q w I SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF GONSTRUGT 2" EARTH BERM TO FORM A M 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. WATER RETENTION BASIN, FILL BERM WITH w = G 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD GOVERA6E WITH TRIANGULAR 5PAGIN6. MULCH, AS SPEGIFIED In 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFAGES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). L O W a. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIC, VALVE ZONES. APPROVE Q.G.V. LOCATIONS WITH OWNER'S REPRESENTATIVE. MULCH, PER PLANS, 3" DEPTH OVER ENTIRE WHEN PRESENT: BUD BED. DO NOT COVER CROWNS OF PLANTS POINT (A MINOR ROOT FLARE/COLLAR (SWELLING AT Q III III III CROOK O THE TRUNK SOIL LINE WHERE STEM TISSUE TREE MITIGATION■ - PROVIDE DEWITT PRO 5 WEED BARRIER JUST ABOVE THE FABRIC OR APPROVED EQUAL SOIL LINE) TO BE TRANSITIONS INTO ROOT TISSUE) TO W 1 IIII IIII = BE AT SOIL LINE. J APPROXIMATELY I Y2 PREVAILING WIND PER THE MEETING WITH THE MERIDIAN CITY ARBORIST, MATT PERKINS, THE IIIIIII= ABOVE THE SOIL ROOT PROBE DIRECTION EXISTING TREES TO BE REMOVED FROM THE SITE, WHIGH REQUIRE MITIGATION, - LINE W ARE AS FOLLOWS: II II II I I 1I- o =ONE (I) FRUIT TREE AT Cl" CALIPER BAGKFILL WITH APPROVED TOPSOIL AND SOIL LINE F o ONE (1) PINE TREE AT 24" CALIPER WIDTH OF SOIL AMENDMENTS, S SPEGIFIED. BAGKFILL N FOOTBALL REMOVE DEAD/DAMAGED BRANCHES z 6" 6" AM EN A -6 ONE (I) PINE TREE AT IS" CALIPER IN 6" LIFTS, WATER EACH LAYER, DO NOT AND PRUNE TO INTERNATIONAL U ONE (1) PINE TREE AT Cl" GALIPER TAMP OR OVER COMPACT. SOCIETY OF ARBORIGULTURE 0 CD o ONE (1) PINE TREE AT 11" CALIPER STANDARDS; IMPROPERLY PRUNED - w � NOTE: CONSTRUCT 6" MOUND OF TOPSOIL s TREES (AS DETERMINED BY THE 00 Q TOTAL CALIPER INGHES REQUIRED 1. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. - LANDSCAPE ARGHITEGT) SHALL BE Q O FOR MITIGATION = 68 CALIPER INGHES 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT W 7 U GROUNOGOVER BEDS. BE 2" MAXIMUM REMOVE MAIN LEADERII L EXISTING TREES TO BE REMOVED FROM THE SITE, WHICH DO NOT REQUIRE SHRUB PLANTING BELOW SOIL LINE. Q UTILIZE 501L/ROOT RUBBER GINGH TIE Z O W � MITIGATION: O PROBE AROUND 0 3 NOT TO SGALE TRUNK (APPROX 1"-2" 2"x 2" WOOD STAKE (LENGTH AS E ONE PINE TREE AT IS CALIPER (UNHEALTHY SPECIMEN). AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE o THE METHOD FOR MITIGATION WILL BE TO PLANT 34 TREES (AT 2" CALIPER) IN TO LOCATE HIGHEST ROOTBALL. SEE NOTE I. SET STAKES (0 THE ARTERIAL ROAD LANDSGAPE BUFFER. 34 TREES AT 2" CALIPER EACH, ROOTS. c° PARALLEL TO PREVAILING WIND. EQUALS 68 CALIPER, WHIGH MEETS THE MITIGATION REQUIREMENTS. Q af O REMOVE TREE WRAP TRUNK Q L Q af PROTECTION, AFTER INSTALLATION A' 'A' J c� 0 p CONSTRUCT 2" EARTH BERM AT EDGE Cn OF ROOTBALL, FILL TREE RING W/ A = LENGTH, AS SPEGIFIED a MULCH, AS SPEGIFIED. OR PER PLANT SCHEDULE 0 m 9- P 00 0 3" THICK MULCH LAYER, KEEP MULCH W D B = 85% OF X REMOVE BURLAP, ~ 3" AWAY FROM TRUNK. TWINE, AND WIRE + FINISH GRADE BASKET FROM TOP / / a 0 /A/A/A \/ A T A /Aj FERTILIZER TABLETS RELEASE OF FOOTBALL, - VA/VA/VA/ /VA/ V /VA \ REMOVE ALL NAILS, w �:.. :.s< .:_,.._. :: A VAjAAA� /VA/VA/ a / / / / / _ U FINISH GRADE PER PLANS o_ A \ \ \ ...:._;.:,,..:;,:,;,.;.:�.- w PLAN VIEW TIES, AND PLASTIC A \ �/ // SIDES OF HOLE ROUGH 4 UNEVEN • a o00 0 EDGING, PER PLANS AND DETAILS _ _ _ // / - - - '�w o o n M FROM FOOTBALL. IF a SYNTHETIC BURLAP IS BAGKFILL WITH APPROVED TOPSOIL �� w m a O 0_ UTILIZED TO WRAP z W Ix U-z oe GROUNOGOVER PLANTING PER PLANTING -III -III AND SOIL AMENDMENTS AS �� - rn THE FOOTBALL, IT -, rn �M LU LU o PLAN SHALL BE SPEGIFIED. BAGKFILL IN 6" LIFTS, �I� - Co c c m COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP a c 0 z u C 10 MULCH, PER PLANS, 3" DEPTH OVER REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL L16HTLY AS REQUIRED, BAGKFILL J z o x 0ui ENTIRE BED. DO NOT COVER CROWNS OF BIODEGRADABLE SOIL EVEN W/ TOP OF ROOTBALL, O " - PLANTS 5' MIN. DIA. DO NOT OVER GOMPAGT!! BURLAP SHALL BE TREE RING LEFT ON THE BOTTOM REVISIONS j ///�//V/V//�//�//V/V//\ \ V/V//\ SPLIT ALL ROOT BOUND ROOTS WITH 3 OF THE FOOTBALL. SET ROOTBALL ON NATIVE r Q = III // /AA//AA//AA//AA//AA//AA//AA//AA//AA VA/A EQUAL SPACED VERTICAL GUTS. UNDISTURBED SOIL No. Date Description v ;IIIIIIII iiwiwiwiwiwiwiwwiwiivv��i NOTES: U �II I T 1 1 11 1 TILL SOIL TO A DEPTH OF 12 , BAGKFILL 11 III III IIII III III IIIIIII 1111111 WITH APPROVED TOPSOIL AND SOIL I. THE STAKING OF TREES IS TO BE THE GONTRACTORS OPTION; HOWEVER, THE GONTRACTOR IS a AMENDMENTS, AS SPEGIFIED. RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT 4 1 III- 1 L FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. ALL STAKING SHALL BE REMOVED AT THE END OF THE DEWITT PRO 5 WEED BARRIER FABRIC WARRANTY PERIOD. PROJECT NO.: SECTION OR APPROVED EQUAL 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY 20095 THE LANDSGAPE ARGHITEGT BEFORE PROCEEDIN6. B CD � SUB6RADE 5. LANDSCAPE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION DRAWN BY: z NOTES: OF PLANT MATERIAL. TC c I. ALL GROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR 4. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. O PATTERN. 5. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-O" IN WIDTH, PROVIDE TREE ROOT CHECKED BY: U 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURER'S REGOMMENDATIONS TO ALL BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND JB EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL GONFORM TO ALL A6ENGY APPROVAL 6ROUNDGOVER BEDS. REQUIREMENTS, GONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. DATE: 0 3/1/2021 C* PERENNIAL & GROUNDCOVER DECIDUOUS TREE PLANTING o 4 N°- 7G SGAI-E 6 (TYPICAL FOR TREES 3' CALIPER OR LESS) N°- 7G SGAI-� SHEET NUMBER O A PLANTING L1.5 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT CK ENGINEERING 000000000000ppp000 0000 ��TZ B,Q�c 000, 0 STORMWATER POND REVEGETATION REQUIREMENTS o LA-16536 0 3/1/20 o GENERASEREQUIVERVIREMENT5 EN OUTLINE THE RECOMMENDED GUIDELINES FOR REVE6ETATION OF THE FOLLOWIN6 INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. 000� °aD00000 o0 SIDE-SLOPES, BANKS, AND BOTTOMS (EXGLUDIN6 SAND INVERT AREAS) OF NEW STORMWATER MANAGEMENT PONDS THROUGHOUT THE JURISDICTION OF ADA COUNTY RECOMMENDED SEED MIX FOR USE IN UPLAND AREAS WITH WELL-DRAINED SOILS. PERCENT OF o HIGHWAY DISTRICT (AGHD). THE RECOMMENDATIONS AND REQUIREMENTS DESCRIBED HERE POUNDS PER LIVE PURE LIVE w ARE IN AGGORDANGE WITH THE ADA GOUNTY H16HWAY DISTRICT STORMWATER COMMON NAME BOTANICAL NAME SEED PER AGRE SEED IN MIX 0Lu MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL (OGTOBER 201�) IN APPENDIX D. M 0 M THE FIVE MAIN GOALS FOR THE REVE6ETATION OF NEW PONDS ARE AESTHETIGS, NOXIOUS "" a WEED AND INVASIVE SPEGIES MANAGEMENT, FIRE HAZARD REDUCTION, WATER QUALITY AND BLUEBUNGH WHEATGRA55 Pseudoroe neria s icata 3.7 20 " c °� ° 9 p �r E � (0 3 o EROSION GONTROL. REFER TO SECTIONS OF THE MANUAL AS NOTED IN THESE IDAHO FESCUE Festuca idahoensis O.q 15 L E °' I ; $ REQUIREMENTS. a�a cn E a� �``' - z INDIAN RIGEGRA55 Achnatherum hymenoides 2.8 15 o o c c n oo , m NEEDLE-AND-THREAD Hes erosti a somata 0.2 I o _ Lu `o�0 00 0 0 GENERAL EARTHWORK p p00 ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR GON5TRUGTION. ALL PRAIRIE JUNE61RASS Koeleria macrantha 0.1 10 Liv ° n C,-vim a� z; a ° c rn FINISHED GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION THIGK5PIKE NHEAT61RASS Elymus lanceolatus 2.5 15 5 w 0 ,L�3 o r �` `o 0 0 cc BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR SAND DROPSEED 5porobolu5 cryptandrus 0.0-7 14 `` CO�' Lu Lu ADDITIONAL REQUIREMENTS. IF NATURAL TOPSOIL OGGUR5 AT VARYING DEPTHS ON THE SANDBER6 BLUEGRASS Poa secunda 0_2 10 - • • PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND 5TOGKPILED AT DESIGNATED TOTAL 10.4-1 100 N L STORAGE AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. 0 FIBER MULCH MATERIAL ; SITE ASSESSMENT GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL, A COMPOSTED POULTRY BASED MULGH , CONTRACTOR SHALL ASSESS THE EXISTING SOIL CONDITIONS TO IDENTIFY ANY MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE BARRIERS TO A 5000E55FUL ESTABLISHMENT OF THE DESIRED SPECIES DUE TO CONDITIONS RATE OF 2000 LBS. PER AGRE. AT THE SITE. REFER TO A5MPRGM SECTION 3.3 FOR VISUAL AND FIELD ASSESSMENT SOIL ORGANIC SOIL AMENDMENT GHARAGTERISTIGS. IF VISUAL ASSESSMENT OF SOIL INDICATES ANY UNUSUAL SOIL GROW NUTRIB005T FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 GONDITION5, THE GONTRAGTOR SHALL HAVE THREE (3) SOIL TESTS PERFORMED BY A GALLONS PER AGRE. ° a QUALIFIED SOIL ANALYSIS LABORATORY. THESE RESULTS WILL DIRECT THE PREPARATION OF THE SOIL FOR THE REVE6ETATION ACTIVITIES. TAGKIFIER GONTRACTOR SHALL ALSO ASSESS THE EXISTING HYDROLOGICAL CONDITIONS IF ANY MULCH TAGKIFIER SOIL STABILIZER - EGOLO6Y CONTROLS M-BINDER. TAGKIFIER APPLIED 0 K AND THE PROPOSED TOPOGRAPHY OF THE PROPOSED POND. REFER TO A5MPR6M 5EGTION AT THE RATE OF 80 LBS. PER AGRE. ° 5.4 AND 3.5 FOR ADDITIONAL INFORMATION AND CONDITIONS. GRANITE SEED ' Lu z 16Q-7 WEST 2100 NORTH P.O. BOX 117 SITE PREPARATION LEHI, UTAH 84045 I o I-800-768-4433 TOPSOIL REQUIREMENTS AND PREPARATION (OR APPROVED EQUAL) w Lu z w DRILL SEEDING Copyright C�2021 REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED DRILL SEEDING IS RECOMMENDED IN THE UPLAND AREAS WITH SLOPES LESS THAN 3:1. All rights reserved. Reproduction or use in any form 0 TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. TOPSOIL REQUIREMENTS: A5TM D 5268, PH SEED DEPOSITION SHOULD BE GALIBRATED TO A DEPTH OF 0.25 TO 0.5 INCH. FULL SIZE OR or by any means without written permission of 2 RANGE OF 5.5 TO -1, FOUR PERCENT OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INGH COMPACT RANGELAND DRILLS ARE RECOMMENDED. DEPENDING ON SIZE, DRILLS GAN BE Breckon Land Design,Inc.is unlawful and subject 0 J criminal prosecution. w OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT PULLED BY TRACTOR OR ALL-TERRAIN VEHICLE. DRILL SEEDING SHOULD FOLLOW GROWTH. CONTOURS IN TOP06RAPHY TO MINIMIZE EROSION POTENTIAL. CONTRACTOR'S OPTION TO a TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DRILL SEED OR HYDR05EED UPLAND AREAS. DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, o REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE HYDROSEEDIN6 z Lu OF ROOTS, STUMPS, OR6ANIG MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND MIX SPEGIFIED SEED AND OR6ANIG SOIL AMENDMENT IN WATER PER MANUFACTURER'S OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE RECOMMENDATIONS. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. w SCREENED TO ACHIEVE THIS REQUIREMENT. DO NOT HYDROSEED AREA IN EXGESS OF THAT WHIGH CAN BE MULGHED ON SAME DAY. Lu GONTRAGTOR SHALL HAVE (3) TOPSOIL SAMPLES TESTS PERFORMED BY A QUALIFIED a SOIL ANALYSIS LABORATORY. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY, KEEP OFF ROADS, WALKS, STRUGTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE FERTILITY AND GENERAL TEXTURE BY A QUALIFIED SOIL ANALYSIS LABORATORY AND AREAS. o COPIES OF THE TESTING A&ENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED AFTER HYDROSEEDIN6 IN UPLAND AREAS, TRACK IN SEED USING A CLEATED GRAWLER WITH Lu LL . TO THE LANDSCAPE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL TRACK MARKS PERPENDICULAR TO THE SLOPE AFTER TRACKED, MULCH SLOPE WITH 2O00 H SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST Lu LBS O TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO . PER AGRE OF FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER AGRE OF TAGKIFIER. ° TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. AFTER HYDROSEEDIN6 IN WETLAND AREAS, DO NOT TRACK IN SEED USING A CLEATED Q o PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS 5GHEOULED. CRAWLER. AFTER SEEDING, MULCH AREA WITH 2O00 LBS. PER AGRE OF FERTILE-FIBER ' ^ PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED MULCH MATERIAL AND 80 LBS. PER AGRE OF TAGKIFIER. v J ° Lu TO BRING SURFAGE TO PROPOSED FINISH GRADE, AS REQUIRED Q �} ^ SEEDING TIME V `J J w GOMPAGTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID > O (n J o GRASSES AND FORB5: 6 INCHES MINIMUM OCTOBER. IF SEEDING IS APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS Q o NOT REALIZED PRIOR TO FALL DORMANCY THEN RESEEDING SHALL BE APPLIED IN EARLY FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY FINE SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARGH AND MID MAY. THIS Q TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. G PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND TOPSOIL STOCKPILE LOCATIONS TO BE GOVERED COORDINATE WITH EROSION AND SEEDLING SURVIVAL RATE. SEEDING AFTER NOVEMBER 20, 'DORMANT SEEDING' INSURES O SEDIMENT CONTROL PLAN. THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND QALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK TEMPORARY SUPPLEMENTAL IRRIGATION MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE J AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED WITH ROCK THE GONTRACTOR SHALL PROVIDE SUPPLEMENTAL IRRIGATION IN SITUATIONS WHERE MATERIALS. GONTRAGTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE IMMEDIATE VEGETATION ESTABLISHMENT IS DESIRED, SUGH AS HIGHLY VISIBLE SITES OR Q > ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. EROSION PRONE AREAS OR WHERE IT MAY BE NEGESSARY FOR SEEDLING ESTABLISHMENT. SEEDED AREAS SHOULD BE IRRIGATED USING OVERHEAD SPRAY OR ROTOR IN-GROUND o TOPSOIL DISTRIBUTION SPRINKLER IRRIGATION SYSTEM. IT IS RECOMMENDED THAT, IF USED, THE IRRIGATION BE U ., Q FLO Z � ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGHCONTINUED FOR AT LEAST TWO (2) SEASONS. SEE IRRIGATION PLANS. GRADING HAS BEEN � L U o ACCOMPLISHED, THE TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM GENERAL MAINTENANCE AND MONITORING 0 Q r n DEPTHS AS SPECIFIED. WHERE NEEDED, SLOPES SHOULD BE GRADED WITH SERRATION TO THE GONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING REVEGETATION FOR THE ^ v HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY GOMPAGTED PERIOD OF TWO (2) YEARS. THIS INGLUDES REMOVAL OF VOLUNTEER TREES AND SHRUBS, v J Q UTILIZING A SMALL GLEATED TRACTOR MOVING PERPENDICULAR TO THE GONTOUR5 OR Q 0 ANOTHER METHOD WITH EQUAL GAPABILITY. IT IS OUR RECOMMENDATION THAT ANY LITTER CONTROL, WEED CONTROL AND MOWING OF TALL GRASSES AT THE DISCRETION OF NEGESSARY MEGHANIGAL MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING AGHD STAFF. MOWING SHOULD ONLY BE PERFORMED WHERE FORBS, SHRUBS AND TREES w SITE DISTURBANGE. ARE NOT PLANTED. O 0 ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED REVE6ETATION SEEDING SHALL CD� FOLLOW IMMEDIATELY. IN ORDER TO ELIMINATE SURFAGE CRUSTING AND TO FACILITATE SITES SHALL BE VISITED EVERY TWO (2) WEEKS FOR MONITORING AND ASSESSING THE SEEDING SUCCESS. VISUAL ASSESSMENT BY TRAINED PERSONNEL SHOULD OGGUR SEVERAL BETTER ROOT PENETRATION, THE SURFAGE SHOULD BE SCARIFIED PRIOR TO SEEDING. TIMES OVER THE THE NEXT TWO (2) GROWING SEASONS FOLLOWING THE REVEGETATION L E o COMPOST ADDITION TO THE TOPSOIL PROJECT. VISUAL ASSESSMENTS SHALL INGLUDE ESTIMATIONS OF VE6ATATIVE GOVER AND �} L ESTABLISHMENT, VEGETATION SPECIES COMPOSITION, SOIL GONDITIONS AND HYDROLOGIGAL V COMPOST ADDITION RATES WILL BE DEPENDENT ON THE QUALITIES OF THE COMPOST AND CONDITIONS. VISUAL ASSESSMENT WILL IDENTIFY PROBLEM AREAS WHERE REVE&ETATION E THE QUALITIES OF THE TOPSOIL. COMPOST APPLICATION RATES SHALL BE DETERMINED BY AND SITE PREPARATION EFFORTS WILL BE REQUIRED. SITES SHOULD BE MONITORED FOR Q GON5ULTATION WITH A QUALIFIED RECLAMATION SPECIALIST, A61RIGULTURAL PROFESSIONAL PRESENCE OF NOXIOUS WEEDS AND INVASIVE SPEGIES. REAPPLY HERBICIDE AS NEEDED v OR A REPRESENTATIVE OF THE COMPOST PRODUCER. CONTRACTOR SHALL HAVE ONE (1) FOLLOWING MANUFACTURER'S GUIDELINES AND MAINTENANCE PERSONNEL EXPERTISE. OTHER SAMPLE OF THE COMPOST TESTED BY A QUALIFIED SOIL ANALYSIS LABORATORY. P05T-MONITIORIN6 METHODS ARE DESCRIBED IN A5MPRGM 5EGTION 8 AND SHOULD BE FOLLOWED. a IF APPLYING COMPOST, LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. RESEEDING EFFORTS SHALL FOLLOW THE SPECIFIED SEED MIXES FOR THE PROJECT PROVIDE WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS AGGORDIN6 TO ALONG WITH RECOMMENDATIONS FROM A5MPR6M SECTION 6. w PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL C o SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. APPLY SOIL AMENDMENTS DIREGTLY C TO SURFAGE SOIL BEFORE LOOSENING. y _ U Of �W�W REFER TO ASMPR6M SECTIONS 4.1.2 AND 4.1.3 FOR ADDITIONAL INFORMATION. . a a�o= w o 10W�LLZF PROBLEMATIC, SOIL CONDITIONS °a �'o J O SITE INVESTIGATION AND TOPSOIL ANALYSIS MAY INDICATE THE NEED FOR " y z 4 0 o REMEDIATION OF PROBLEMATIC SOIL CONDITIONS SUCH AS COMPACTION OR NUTRIENT / m>c�a 400 EXCESSES OR DEFICIENCIES. SEE ASMPRGM SECTION 4.2 FOR ADDITIONAL REQUIREMENTS. J a'o x z z w z C � uZ W � O WEED ABATEMENT REVISIONS Q ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE WEED ABATEMENT OPERATIONS No. Date Description v PERFORMED ON THEM PRIOR TO PLANTING OR SEEDING. ( 1 o CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ROUND-UP (GONTAGT HERBICIDE) OR v APPROVED EQUAL. DO NOT WATER FOR AT LEAST SEVEN 0) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. GONTRAGTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLUSION OF THIS WATERING PERIOD, a) DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. APPLY SECOND APPLICATION OF PROJECT NO.: C) ROUND-UP TO ALL EXPOSED WEEDS. APPLY IN STRICT GONFORMANGE WITH 2O095 CD B MANUFACTURER'S SPECIFICATIONS AND IN5TRUGTION5. DO NOT WATER FOR AT LEAST DRAWN BY: z SEVEN 0) DAYS. REMOVE WEEDS FROM THE SITE. IF ANY EVIDENCE OF WEED GERMINATION TC O EXISTS AFTER TWO (2) APPLIGATION5, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A CHECKED BY: THIRD APPLICATION. AT THE TIME OF PLANTING AND SEEDING, ALL PLANTING AREAS SHALL JB U BE WEED FREE. DATE: 0 3/1/2021 C* o O SHEET NUMBER O o T L1.6 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 From: Matt Schultz To: Alan Tiefenbach Subject: Daphne Square Playground Date: Thursday, February 25,2021 9:02:11 AM External Sender-Please use caution with links or attachments. Alan, apparently, Brody Square doesn't quite have the room for the proposed playground for Daphne Square. Just found out last night, so I emailed the landscape architect, surveyor, and engineer to make the revisions to our plat/plans. We are now dropped to 28 building lots and 1 extra common lot. It will probably take a week to get the revisions back to you. oh well, we tried to do the right thing. thanks Matt Schultz Schultz Development LLC (208) 880-1695 L0 CD GENERAL DRAINAGE US HWY 26 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE N CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION � HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL AND THE PROJECT ENGINEER. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE CY) BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE I DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. C) 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES C) DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS 01 z FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. o o o STREET LIGHTING 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Y Q w 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE Z 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. Z M SITE LOCATION ~ W 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT Z Z z PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. W. MCMILLAN RD. J 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE - N AND ASSOCIATED WIRING. U� 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING J LEI CD OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER J SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. METERS. Q CD _ 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN U (f U 0 (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. C� � (W L�J 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL Z BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY - L� C3 > WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. C) Q 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK W. usTlcK RD. W L-1 C)MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY = U ENGINEER. 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING O Q CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. VAC I N I TY MAP N � � �' C) 0 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY w E WATER EQUIPMENT DURING TRENCHING OPERATIONS. m LU � W Q 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. -NTS- s 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE W SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT - SHEET INDEX TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS U/ (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. C1.O GENERAL NOTES & VICINITY MAP � LLJ W C2.0 FINAL PLAT 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE Q IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE ROADWAY(ACHD) C3.0 RIVA CAPRI PLAN & PROFILE U CD CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND C3.1 BRODY PLAN & PROFILE & POND DETAIL O SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE C3.2 FRONTAGE AND GRADING PLAN 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE DISTRICT. BEDS, DRAINAGE SWALES). 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION C4.0 MASTER UTILITY PLAN 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. C4.1 SEWER LINE A WATER PLAN & PROFILE SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. C4.2 SEWER LINE B WATER PLAN & PROFILE 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. C4.3 PRESSURE IRRIGATION SEWER 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE C4.4 STREET LIGHT, STRIPING, AND SIGNAGE PLAN 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. C5.0 GRAVITY IRRIGATION PLAN & PROFILE W L�J 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK C5.1 GRAVITY IRRIGATION PLAN & PROFILE _ TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. (� SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY. ENGINEER OWNERS REP DEVELOPER SURVEYOR L LI NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE 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 HYDRANT. C CH ENGINEERING SCHULTZ DEVELOPMENT IDAHO SURVEY GROUP O CHAD KINKELA MATT SCHULTZ BERKELEY BUILDING CO GREG CARTER P.L.S. U THEWASTEWATER RULES (IDAPA 58.01.16). 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD 1300 E. STATE ST, SUITE 102 P.O. BOX 1115 2275 S EAGLE RD, SUITE #185 1450 E.CARTER WATE OWER INSPECTOR. EAGLE, ID 83616 MERIDIAN, ID 83680 MERIDIAN, ID 83642 MERIDIAN, ID 83642 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.0 208-639-1992 208-880-1695 208-995-2885 208-N, ID8 70 36 SEEPAGE BEDS, DRAINAGE SWALES). AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. CHAD@CK-ENGINEERS.COM schultzdevelopment@yahoo.com 13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION) ROADWAY (CITY OF MERIDIAN) 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES - BENCH MARKS - AT 208-387-6284. NAVD 88 DATUM 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. PAVEMENT MARKINGS. TBM#1 ELEV 2542.30' 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. SET g" IRON PIN WITH RED CAP N N 4249.79 , E 9384.92 z o o ACHD STANDARD REQUIREMENTS o Y 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND 0 PRESSURE IRRIGATION STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY Q o L N a DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE---- <~n CD w C, 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. Lv o CDCD Q 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE m o MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. V � m o C LL z � o Q LLJ LLJ c o = Q o U o LL o T�►�T 5�O N A L F VIECIR I I. 5 G 1 S T E �C %*ft Plans Are Accepted For Public Desi$n&Cananus�an8upp�ama�tal8paoH4asdona Street Construction �, ■ By stamping and signing the improvement plans, the Registered 9412 ` Engineer ensures the District that the plans conform to all District 61 / /21 �O ■ ■ policies and standards. Variances or waivers must be specifically C',S ATe OF \oP �P 7 p and previously approved by the District in writing. Acceptance of the SOS 0� f!•••' improvement plans by the District does not relieve the Registered w Engineer of these responsibilities. ■ SHEET BY DATE ADA COUNTY HIGHWAY DISTRICT C 1 . 0 LO BLOCK 1 I C0 II I Iw III I I I SDMH 1 �� - _ `1\ I I I �I I N 13 12 11 10 O9 O ''-- �� III $ 0 0 0 0 l i i 1/ Ln SEE SHEET C3.1 II , , I � � II I I I END CUL-DE SAC 0 it i 1 i N III II III STATIONING. II I W E � l III 3+72.98 2.001� UQ � v1I I I �� 42.03 TRC "' I I III � a <C� III I J J f O N r ": C) fTl i I ooctf o 0 0 0 0 0 E I o 111I S Co N W ON O cp � U U U U � U U O O + + L SEE SHEETC3.2 N � Lq � � � � � � � G � � K2 H F- cfl m (> FOR FRONTAGE � � � � ~ � ~ � ~ U ICU z BLOCK 1 N N nj nj N QO Op pp N � N Cq O+ + � o o o N� o o N o cv °N° `n 2 I o 0 30' 60' �_ �+ �+ :15 M + ro+ + + + d + `r I r rn E n I O I 1 I w l 11 "� N "+ N I o+ o+ o Li I 1 II I� III I � j 11 i i III I I� I I 1 SCALE 1" = 30' LU l li III I 11 z 4+28.93 6 4+01.14 rn 4+84.97 N 42.11 CL 42.00 CL RIVA CAPRI 1+70.12 ' 1+33.50 0+97.12 0+35.17 y V N 1 I I I I I p3 42.50 CL - _ �� - 0 0 42.92 CL , 43.07 CL 42.92 CL 42.68 CL 2 0 0+00 _ KEYNOTES 1 ¢ I I I I I I U 20p• - - - T - - i o 0 42.82 CL Q SDMH 2 1+00 M SDMH 4 4 009p K, 3+00 2+00 + J- m I mY o S� STA: 4+01.13 SD STA: 0+35.17 10 I I I III �xo 9 7 SD SD STA: 1+29.97 �o SD SDMH 3 �p M 0 CATCH BASIN #1 - 2542.60' TRC, 2539.80' 12" INV J 0 _ O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING O SD-604A TYPE IV (Q25=0.09CFS, Q100=0.12CFS) Q I i 1 i l i nI INSTALL ±23 LF OF 12" C-900 @ 0.43%. 5+32.94 Iw I I I I 43.54 CL 0+43.34 2.001 J J J 9 5 I O2 INV AT CATCH BASIN #1 2539.80'. INV AT SDMH #3 > W W CD ID 42.25 TRC U � o co o cD J c> o C) J o I III �' 1 �' ' o `n c> � c� U- O o 0 o I 2539.70'. 7 I I I I I h co D v c� c� Ln Z I I I I III N ~ cD co co cp o I I I I I I 50% a rn rn o � °o eD o N co _ ~ I r7 I� N ]C4 N N CATCH BASIN #2 - 2542.60' TRC, 2539.80' 12" INV r I� °N° o ,riH o v � ^ o O3 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING v O Q II + + r+, +, r+� + _ ~' rl- N "' N ', SD-604A TYPE IV (Q25=0.20CFS, Q100=0.27CFS) + rn o �t N N N + O+ + I O I III if I I 9� �R`✓ o I Q j I I I II it I �2 56 200� 0+00 2.00'L INSTALL t2 LF OF 12" SDR-35 @ 5.00%. . 0 I I I ,III �k86 l 41.93 TRC � I O4 INV AT CATCH BASIN #2 2539.80'. INV AT SDMH #3 W J 1 1 , I I I v 2539.70'. � � I I !LP I I START CUL-DE SAC q2'�� I �� II II 13 SEE SHEET C3.1 I STATIONING. ' 2� I CATCH BASIN #3 - 2541.92' TRC, 2538.33' 12" INV O FOR POND I O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING 0 1 i I i I II II BLOCK 1 SD-604A TYPE IV (Q25=0.75CFS, Q100=1.04CFS) ILL w � W I \ I I----I Ia I II II II � --- W INSTALL ±23 LF OF 12" C-900 @ 1.08%. m J 6 17 1 19 20 21 - 2� �' 23 24 25 2 6 INV AT CATCH BASIN 3 2538.50'. INV AT SDMH 4 o - J O � O O � � O O O O 27 28 29 I O # # W o �� I 2538.25'. Q ` PIR PIR � + I INSTALL t2 LF OF 12" SDR-35 @ 1.50%. i PIR I III PIR INV AT SDMH #4 2538.15. INV AT CATCH BASIN #4 I 2538.12'. EL GIR cIR GIR GIR- BLOCK 1 15 GIR I I CATCH BASIN #4 - 2541.92' TRC, 2538.12' 12" INV J- W ---\ I I I 2543•__ O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING ----------- SD-604A TYPE IV (025=0.67CFS, 0100=0.93CFS) CD _ I 1 - ------------------- 1 __ __-- - -- -- -- -- -_ =__=_ =ter ---------- - - -_-=-- ------ ------------ == ISPWC AND 1 I -��-- -- ------- -- +- -lr---- - ----- ��a --1 �-- ---------- -------=--`fir �1 --- -�_ -------------- ---------------------- _---- � INSTALL MID BLOCK PEDESTRIAN RAMP PER r- - - - - - - - - - - - - - - - ��--- _ - - - - - - __=---_----_--_-----_-___---- �--- -- - _ ----`-_------ ------ - ---- g ACHD SUPPLEMENTAL DRAWING SD-712G. `---- - -=----------------_--_--------------------- ----_--_-- -------_--------- --_---_- ------- -_ --------- - t---==----------=, - -_�`-- -_- _ -----,. - / --- ----9 -------------- -------- --`� Jam- --- -J�---- -- 9 -- -- '�----- --- -`A- --- -- -`1�- ---- -- -- __ -___ - - �=_-- - - - ---------- I - - --- __ ----------- �3 _ ____----------�{--- �\ /�� d3 d3 d3 d3 _ _-_--�3_____--�----- d3 '--- 9•------------- d3 d3 d3 d3 d3 d3 d3 O INSTALL TYPE II ROADWAY BARRICADE WITH SIGN THAT - - - - - -d3 - d3 _ _ _ _ _ _ _ _d3 _ _ _ _ _ _ - d3- 10 STATES "ROADWAY TO BE EXTENDED IN THE FUTURE". ----------=- -__ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� - - - - - - - - - - - McMILLAN- - - - - - - - - - - - - - - - --------------------------- - - - - - .�__ INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. INSTALL MONITORING WELL PER ACHD 1 2 SUPPLEMENTAL DRAWINGS SD-627. SEE SHEET W C3.0. I 13 INSTALL STORM DRAIN POND PER ACHD BMP 11. SEE DETAIL ON SHEET C3.1. O n RIVA CAPRI PROFILE NOTE: U 5+33 5+00 4+00 3+00 2+00 1 +00 0+00 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER 2550 2550 ISPWC H4" UNLEDSSCOTDHERWISEEMENTAL CALLED OUT. SD-712H TYPE 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL q 1 PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER cgAQ� 1x79 ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES �xS •Sp SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE 3SO (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND rn� SHALL BE COLORED 'TRAFFIC YELLOW' + rn .14 PI) rn w o 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED PI)`V rn _ r- + �;N oo N WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE 2545 co Nt � �_ ±N N N +V) o 2545 RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH c v C4� � m m o`* m STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS m N + " " c00a C' DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS CD cco FINISHED GRADE FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2.15q -0.40% 0.40% 0.40% _ -�40% 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT - 0.70% -0.40% _ _ - - - - - - - - - - ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH o POLICY AND EXISTING PAVEMENT MARKINGS. o Y - - - - - - - - - - - - - - - = 2.82 FPS 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS EXISTING GRADE V100 m OTHERWISE CALLED OUT. 2540 V100 = 3.31 FPS V25 = 2.57 FPS 2540 N"�' < V25 = 2.97 FPS 104.8 LF 12" SD @ 0.74% 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS W °O v MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE z `n I i' ,, 253.2 LF 12" SD 0.23% RIGHT-OF-WAY PERMIT. Q w o a a L N O CD 7. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH z `f' L`' Y Lo 'D 6" PRESSURE MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED L� w N M IRRIGATION SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS a a N ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. V � m 48"0 SDMH 3 m C 0+35.17 10.5' L z 48"0 SDMH 2 RIM 2542.5t Q w LLJ w 2535 1+29.97 10.5' R 12" IN 2539.70-N 2535 48"0 SDMH 4 � � J � RIM 2542.8t v 4+01.13 10.5' L 12" IN 2539.70-5 RIM .13 1 t NOTES: 12" IN 2538.82-N 12" OUT 2539.60-W 12" IN 2538.25-E 1.) ALL STORM DRAIN MANHOLES SHOWN 12" IN 2538.82-E SUMP 2537.60 Plans Are Accepted For Public S\ONA� F 12" IN 2538.25-N SHALL BE PER I.S.P.W.C. AND ACHD 12" OUT 2538.82-W 5 G T G, 12" OUT 2538.15-S SUPPLEMENTAL DRAWINGS SD-611 SUMP 2536.82 Street Construction SUMP 2536.15 2.) ALL STORM DRAIN PIPE SHALL BE By stamping and signing the improvement plans, the Registered a SDR-35 UNLESS OTHERWISE CALLED OUT. Engineer ensures the District that the plans conform to all District 9412 policies and standards. Variances or waivers must be specifically 2/5/21 and previously approved by the District in writing. Acceptance of the sTa P1 0 2530 2530 improvement plans by the District does not relieve the Registered �y Te OF �P 5+33 5+00 4+00 3+00 2+00 1 +00 0+00 Engineer of these responsibilities. ��S. KIN�� BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 0 LO 00 W LID 9 N V_ CV W E p O 1 0? (n S z 0 42.12SW 42.01 SW 0 30' 60' 4 3 0 10' 20' 1 I I N LLJ SEE SHEET C3.0 O LLJ SCALE 1" = 30' z SCALE 1" = 10' J 3 41.75FG 5 41.75FG � � I 41.75FG KEYNOTES SDMH 3 _ _ _ i STA: 0+35.17 � r- - - A �_ � N KEYNOTES W O 8 6 INSTALL ±16.5 LF 12" SDR-35 AT 0.24%. INV AT to � 1 CB 4 2538.12'. INV AT MH P1 2538.08'. 0+05.21 16.50'L ,� J O # 41.87 TRC Cq # Q O O CATCH BASIN 6 - 2541.87' TRC, 2539.16' 12" INV Q �_ J J O OUT PER ISPWC AND ACHD SUPPLEMENTAL DRAWING 37.75FG o INSTALL 48" STORM DRAIN MANHOLE-P1 PER ISPWC J CD SD-604A TYPE IV (025=0.15CFS, 0100=0.22CFS) U O 8 AND ACHD SUPPLEMENTAL DRAWING SD-611. Lq "' " O O O 37.75FG 40.75FG RIM: ±2541.83 `D `� `¢' N ^ rn M o ¢ INSTALL ±23 LF OF 12" C-900 ® 0.26%. v Ln O 12" IN-N = 2538.08' oo �' "? N N # # z O ` 12" OUT-W = 2538.08' o+ � ; 1 O INV AT CATCH BASIN 6 2539.16'. INV AT SDMH 1 - O O 7 o+ o+ 2539.10'. O 12" OUT-SW = 2539.75' - BYPASS / SUMP= 2536.08' 1 i CATCH BASIN #5 - 2541.87' TRC, 2539.16' 12" INV-11 ( ,I C O 1 I INSTALL ±18 LF 12" SDR-35 AT 0.44%. INV AT __ 2 I N O SSDT 04A ISPWC E C IV (Q25=0.10CFS,LQ100=0.1D4CFSI) G Fn O 37.75FG 40.75FG O MANHOLE P1 2538.08'. INV AT MANHOLE P2 I i� 1+19.50 O \ O O 2538.00'. I I 0+05.21 43.07 CL INSTALL t2 LF OF 12" SDR-35 @ 3.00%. w 41.95 CL BRODY AVE 04 INV AT CATCH BASIN #5 2539.16'. INV AT SDMH #1 A 1 0 0 _ 1 1+0 _ 1 2539.10'. O O O O O - - O INSTALL 48" STORM DRAIN MANHOLE-P2 PER ISPWC _ 0+00 ,90 SDMH 1 0+83 O O O I AND ACHD SUPPLEMENTAL DRAWING SD-611. 41.99 CL STA: 0+05.21 42.71 CL 41.75FG 41.75FG RIM: t2541.83' N INSTALL MID BLOCK PEDESTRIAN RAMP PER ISPWC AND I O ACHD SUPPLEMENTAL DRAWING SD-712G. w � W O 12" IN-E = 2538.00 4 SDMH 2 I m O 41.75FG I 12" OUT-SW = 2538.00 7 - STA: 1+29.97 O ` O SUMP= 2536.00 _- SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT FOR 3 5 CONNECTION OF NEW ASPHALT AND AS REQUIRED TO L L I INSTALL ±13.5 LF 12" SDR-35 AT 0.22%. INV AT �,\ ------ O ACCESS UNDERGROUND UTILITIES. REPAIR ASPHALT PER Q o o � ISPWC AND ACHD SUPPLEMENTAL DRAWINGS SD-301, SEE SHEET C3.0 O MANHOLE P2 2538.00'. INV AT FOREBAY 2537.97'. U 6 O u U C O SD-303 AND SD-806. O EL Z O +05.21 16.50'R N 0 CONNECT TO EXISTING CURB, GUTTER, SIDEWALK AND O O O INSTALL ±11 LF 12" SDR-35 AT 6.81%. INV AT o N c i O O + 4+1 TRC d � ASPHALT. CONTRACTOR TO FIELD VERIFY CONNECTION O W MANHOLE P1 2539.75'. INV AT MAIN BAY 2539.00'. o. + 37.75FG I j o o+ �, �� O ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES 0 O I UP:: � OCCUR, CONTRACTOR TO CONTACT ENGINEER FORINSTALL ARMORED SPILLWAY WITH 3" ORIFICE PIPE. I I � OREDESIGN. O37.75FG SEE DRAINAGE POND SECTION DETAIL ON THIS SHEET. \\ I v o? �\ NOI O \\ I I m + \\ INSTALL FLARED END SECTION WITH TRASH RACK. \� j 8 INSTALL 6 SQUARE FEET OF RIP RAP AT THE END OF \ I 37.75FG \, 0 THE TRASH RACK. SEE SHEET C3.0 P/L P/L 47'-0" INSTALL MONITORING WELL PER ACHD 41.75FG� I O SUPPLEMENTAL DRAWINGS SD-627. SEE SHEET 33'-0" C3.0. 2 I 7'-0" 16'-6" 16'-6" 7'-0" _PIR ` 2'-0" 5'-0" 2' 14'-6" 14'-6" 2' 5'-0" 2'-0" O - 41.75FG S I PR� 4E 2.00% SLOPE 2.00% SLOPE 31 OPE LL_ 3, O MPX FUG F��G MAX OUT � G'R\ 4" OF Y4" MINUS BRODY PROFILE CRUSHED GRAVEL 0 STORM DRAIN POND #2 PER ACHD BMP 10 0+00 1 +00 1+34 12" OF 6" O - NITS - 2550 2550 2' MIN. FLAT LANDINGBEHISIDEWAND- MINUS PIT RUN Q 3" ROLLED CURB AND GUTTER O O NOTES: PER ISPWC, AND ACHD SD-702. CONCRETE SIDEWALK (TYP) 1.) ALL STORM DRAIN MANHOLES SHOWN EXTEND BASE MATERIAL 6" BEHIND PER ISPWC AND ACHD SUP. SHALL BE PER I.S.P.W.C. AND ACHD CURB (TYP.) DRAWING SD-709. SUPPLEMENTAL DRAWINGS SD-611 ��,5� 50 Y2" OF SP-3 MIX, 2.5" PG58-28 x S O 12" STAINLESS STEEL PIPE CAP WEDGE 2540.75' HW ASPHALT PAVEMENT'� 1x� � PRODUCT PART NO. 6015.S OR FOREBAY FOREBAY DESIGN VOLUME 2.) ALL STORM DRAIN PIPE SHALL BE �� Q�� 2540 V5' HW APPROVED EQUIVALENT. SEE V100 = 832 FT3 SDR-35 UNLESS OTHERWISE CALLED OUT. GP TYPICAL 47 ROW STREET SECTION MAIN BAY DESIGN VOLUME ORIFICE DETAIL THIS SHEET. REQUIRED VOLUME �� V100 = 3718 FT3 - NTS - REQUIRED VOLUME V100 = 365 FT3 0 0 2541.75' FG oo rn ffi V100 = 3289 FT3 2540.75' TOP d- ARMORED SPILLWAY. 254 �' °' ±`" 2545 SEE ACHD BMP 10. O' o�" ao Z5415 FG o m �' o N 0+05.21 FINISHED GRADE o GB 2541.95 0.1,�i O MAIN POND NOTE: 2537.75' FG �' �1 6" BENTONITE CLAY - .7 % p 98%NOTE: 2537.75' FG LINER ON FOREBAY. - 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER SIDE SLOPES OF FOREBAY INSTALL PER - O ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPEciAND POND TO BE HYDRO ------------------- - --- -- ---- MANUFACTURERS EXISTING GRADE "H4" UNLESS OTHERWISE CALLED OUT.SEED, SANDY SOD OR ACHD RECOMMENDATIONSm APPROVED EQUAL. 2540 V25 = 1.62 FPS V1002540 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS CC ~ cfl rn N SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL LLB N I 2537.75' FG STORM DRAIN POND NOTE: 120.9 LF 12" SD ® 0.23% PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER � CONTRACTOR SHALL NOTIFY THE ENGINEER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES z c~n o 10 n v 2537.75' FG SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE w - °O = Uj z IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED o 2536.11 7 12" ORIFACE CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED AND Q L C4 ¢ a WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION ( ) C7 � N o a GW = PIPE. SEE ACHD FOR ANY INFILTRATION FACILITY OR IF GROUNDWATER SHALL BE COLORED 'TRAFFIC YELLOW' !ZIP v' CD z BASED ON GEOTECHNICAL INFORMATION PROVIDED BY MTI ON 12" MIN AMENDED SOIL BMP11 IS HIGHER THAN THE EXPECTED ELEVATION. 6" PRESSURE w C) v80 N M AUGUST 17, 2020 A PERCOLATION RATE OF 1" PER HOUR WILL WITH VEGETATION. SEE ACHD 2017 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED o a = STORMWATER GUIDLINE DETAIL 4 FOR IRRIGATION c� BE USED FOR DESIGN OF ALL POND BASINS. GROUNDWATER IF ROCK IS ENCOUNTERED, THE CONTRACTOR SHALL WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE � m VARIES ACROSS THE SITE. TEST PIT 1 IS CLOSEST AND POND VEGETATION REQUIREMENTS. HAVE PERCOLATION TEST PERFORMED BY THE SOILS RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH V � Q SEASONAL HIGH GROUND WATER WAS FOUND TO A DEPTH OF SEE ACHD BMP10 FOR SOIL CLASSIFICATION ENGINEER AFTER POND IS FULLY EXCAVATED. IF THE 48"0 SDMH 1 STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS m � i 5.6' BELOW GROUND OF AT AN ELEVATION OF 2536.11'. PERCOLATION RATE IS LESS THAN SPECIFIED BY THE 0+05.21 10.5' R 48"0 SDMH 2 DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS z SOILS REPORT AND ENGINEER, CONTRACTOR MAY 2535 RIM 2541.7t 1+2 .97 10.5' R 2535 FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A Q w � LL DRAINAGE POND #2 SECTION PER ACHD BMP 10 DRAINAGNEED E BLAST0 OCCUR ORE TO REDESIGN CREATE HE CONDUIT STEMFOR TTO 12" IN 2539.10-E R2 N 2538.82-N COPY OF THE COMPACTION TESTS. o v o � o 12" IN 2539.10-W 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHIEVE THE REQUIRED INFILTRATION. 12" N 2538.82-E - NTS - 12" OUT 2539.10-5 ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH SUMP 2537.10 12" UT 2538.82-W �p NA SUM 2536.82 POLICY AND EXISTING PAVEMENT MARKINGS. Plans Are Accepted For Public CO5 G T F 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS Street Construction OTHERWISE CALLED OUT. By stamping and signing the improvement plans, the Registered 4 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS i Engineer ensures the District that the plans conform to all District MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE l \ 2530 2530 RIGHT-OF-WAY PERMIT. policies and standards. Variances or waivers must be specifically 2/5/21 + 0 00 1 00 1 34 7. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH rr and previously approved by the District in writing. Acceptance of the O,�TaTE OF �oP��P CUT OPENING AS SHOWN IN END CAPS + + + improvement plans by the District does not relieve the Registered q� 12" INV = SEE PLAN FOR ELEVATION MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED Engineer of these responsibilities. S. KIN i SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. ORFICE DETAIL BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 1 LO �� I I I) I I 00 11 NLO it ' 2 lil I 2 --- _____I (40.87EG) (41.01EG) (40.92EG) (40.91EG) (40.90EG) (40.80EG) (40.74EG) (40. 5EG) (41.00EG),_-- '(4100EG) (41.09EG) (41.19EG) (412 EG) - -I- i I I 1 r PI R- - PI I i� III (42.28EG)(4 .42 G) I 42.30EP= 42.36SW ---3-= __--- ------- ---�i�IP -- ------ _--------- -- - ald ----- --- - __ __ - ---- ----------_---- _ - �- -- _- __ ____ ____ _ ___ i 2542 - - ---- -- ----- --- ------ aid _ - - - PIR- J= I I I E _ _ _ _ _ PIR i __ 81_d _ ` 1 42.39GR a I � 42.56SW 42.00SW I i i I I i C� UIw I �42.40FG BLOCK 1 41.99FG` 1 1 II�I� I I I \ II I S 40.66B0T 15 42.60FG 13 12 11 10 9 $ 7 1 I I; ; O O O � 0 0 0 II i 1 �I I III c_, 42.57FG 42.43FG 42.28FG 42.13FG 42.01FG 42.13FG 42.25FG 42.37FG 42.49FG 42.61FG 42.73FG 42.85FG 1 II I I O l i i 5 42.63FG O - lilli li ' III I (42.1G) Q � (42. E )�I �' 42.56EP I 42.41 SW 351 1 �� 0 30' 60' W 42.31SW w I �ti w I I 16 ¢ II I I FT-1 I I I I III 42.74FG 42.54FG CD ` I I I I III Q BLOCK 2 iiI I i I�� SCALE 1" = 30' J mCD ck� rrnn j I i l 40.7960T 42.80SW BLOCK 1 42.72SW I V Q \ 10 1 1 �I �1 f 42.72SW O I Q r U 1 ' KEYNOTES J Q O 117.00 I I I I 42.58SW 42.43SW 42.28SW 42.13SW 42.01 SW 42.13SW 42.25SW 42.37SW 42.49SW 42.61 SW 42.73SW 42.85SW \-42.72FG J Q j m i I '11 III 42.71SW 42.93SW Q 42.68SW 42.82SW 1 \ it I III y SAWCUT EXISTING EDGE OF PAVEMENT A MINIMUM OF � Q �1 III 42.92SW 42.92FG ^} Q r , j I 2FT FOR CONNECTION OF NEW ASPHALT. REPAIR V Q Q (4 �1E )�\j�I i i 4I.78EP `_' - - ASPHALT PER ISPWC AND ACHD SUPPLEMENTAL - - - - RIVA CAPRI �I I DRAWINGS SD-301, SD-303 AND SD-806. (11 Q S `J _ Q40.9760T �5�9 I CONNECT TO EXISTING SIDEWALK AND ASPHALT. z m E mp i 42.70GR I I IQ �42.70FG 42•ggSW SD SD SD • SD I1 2 CONTRACTOR TO FIELD VERIFY CONNECTION ELEVATIONS ( Q 1 I 1 40.98BOT 42.98FG / Q BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR, r n O S I CONTRACTOR TO CONTACT ENGINEER FOR REDESIGN. V Q Q 1 Q (42. 2E )�I 1 42.78EP 42.12SW 42.01 SW 42.15SW 42.27SW 42.39SW 42.51 SW 42.63SW 42.75SW 42.87SW 42.99SW 43.04SW 42.92SWCD i 42.80SW 42.68SW I 42.81 SW 41.75FG 41.75FG I I Q INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. w Q = U I I I I I IIII I- I 4 INSTALL BARROW DITCH PER DETAIL THIS SHEET. Q Q 1 I III I 43.05SW 50% - 40.94BOT 43.07SW Q O 1 I i t I (42.58EG) LL w � SQ Q I I �42.69FG I 5 INSTALL CONTINOUS SAND WINDOW IN BARROW DITCH. SEE Q I Q DETAIL THIS SHEET. � I I 41.75FG 1 I 1 �I IIII 6 I_I_I 1w II 11 Q Q Q �� I 6 INSTALL 5 FT SIDEWALK PER ISPWC AND ACHD Q SUPPLEMENTAL DRAWING SD-709. SEE DETAIL THIS SHEET. (42. 3E I 42.78EP 42.90SW 42.50SW I 1 I 1 i ,III S C 42.15FG 42.27FG 42.39FG 42.51 FG 42.63FG 42.75FG 42.87FG 42.99FG 43.04FG 42.92FG v-42.80FG 42.68FG I 42.79FG INSTALL 4 FT ASPHALT RAMP FROM SIDEWALK TO NEW I I� I 'p III 40.9 42.94SW 42.73SW � Q I BLOCK 1 L Q 11 w i i PIR - 41.75FG ' _ i I EDGE OF PAVEMENT. 0 (Q SQ W I I I I O O O O O O y I 42.74FG GAR 6 17 1 19 20 21 22 23 24 25 26 27 28 29 Q III III 1 I 42.81 SW F 41.75FG 42.39FG �� I QQ Q �11 1 I III 5 s ` 43.15FG 43.17FG 43.19FG 43.24FG 43.29FG 43.34FG 43.48FG 43.56FG 43.61 FG 43.67FG 43.69FG 43.70FG I 43.70FG I I Q Q PIR PIR A 1 �\ /- 43.05SW ' - Ili i 411.11BOT III �� 4 5 `r� 43.14SW 6 43.24SW 5 GIR 43.43SW 6 5 GIR BLOCK 1 15 6 i --2543 43. EG Q I 42.88EP 42.88FG 42.75FG.--� 4 4 43.59SW- --- ______ 43.78SW - I I \_ 43.05FG I \ ------------------- - _ _ 43.11FG 43.30FG _ --- 43.56FG 20" 1 " -_41.10BOT-:�-- ------ ---------__-- 41.00BOT===--_----__-__=- 41.30BOT -_ ----_----- --_-=="r- --_=-==-- _ -== ----- -- - _ 3- --- - _-41.29BOT_ - ----_ 41.36BOT -------- - ___rlr� _-= --- _ --- -= F ` -- --------------------- --- -- ------- 41.53BOT--- - __ - 41.6260T=----- - �T41.81 BOT -- 43.7; G 43.10EP - Lti�- --- -- - - - - - - - - - - - - -� _- Q�=--_ - - - - - - - - ��_-=_ _--_-- -- - - - _=-- -- _- ----`----- ----41.9560T-= - ^ -- w --- ---------- ------ -=------ - - - - - - - - - - - - ----- 42.71EP ------------ 42.82EP=------------43.00EP----- ____4_3.12E_P�------------ -_ �35EP===---__--_---43.55EP`_--_ - - - 43_.68EP=__ _ --- ----=43.72EP- 43.76EP. �` -- --- d3-- -------- d3--- d3 - -- J�__ __-----� 9 - -d3--- - --- --F3�---- - --- // ( 3.23EG)J t- d3 d3 ------ ---- 43.00GR�- --- d3 d ---� ------ -----d33 ----- -- ------------ d3 3 d3 0 - _----- - --- ------- 3 d3 3 - - - -_ -_- - - - - - - - - - - - - - - - - - - - - d3- - -d3 - - - - - - - - - d - - - - - d3- - - - - - - - - - - - I� - --.86EG) ------------ 43.28EG) - - ------ Q (43.11 EG) (42.86EG) (42.98EG) (43.18EG) ( �(43.31 EG) 7�43.41 EG) �(43.56EG) ___--�(43_66EG) -- �(43.80EG) -- -*� -- T43.83EG) 1 ------------- � -------- -_ d3 McMILAN RD \ d3 --------- -da---- d3 -- d3 d3 - ------ ----d3-- SQ ----- - - - - - II ----_-__-____-------------------- -:�_�---__---__ _- :__--__----_---__---______________________________ ----------------------- NOTE: Q 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE Q Q "H4" UNLESS OTHERWISE CALLED OUT. S S 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS S C� SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE R.O.W. R.O.W. (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND 50.00' ±45.00' SHALL BE COLORED 'TRAFFIC YELLOW' 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED 14.00' 16.00' 3.00' 17.00' 9.00' 16.00' 3.00' 17.00' WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS 2' LEVEL LANDING BEHIND 2' LEVEL LANDING BEHIND DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS SIDEWALK t14.00' SIDEWALK ±14.00' FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. N 5.00' 7.00' 7.00' 2' 7.00' t3.00' 2' 5.00' 2.00' 7.00' 2' 7.00' t3.00' 2' o 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT C7 o i SAWCUT EG ELEVATION SEE PLAN VIEW SAWCUT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH z 3.•1 EG ELEVATION SEE PLAN VIEW cv i M POLICY AND EXISTING PAVEMENT MARKINGS. w rn Mq VARIES SEE PLAN S4pp AX CU 2.00% McMILAN RD. VARIES SEE PLAN rn �, S(ppe X p�T 1.75% 2'00% 2.00% 2.00% BLACK CAT RD. F T 1.75% 2,p0% 2 0p% 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS LLI `n '�:�oP�x F�L i II S II I II S II---= IIII III=III_ HWL - - I� HWL `�- - OTHERWISE CALLED OUT. W N o"o N ELF,I- s ,IIII IIII-III- s S�oQ� III-I I-III-III- o s�oPE 111= �I- �I,�,�II i I!S=_ �',s S� - =IIII II I I I III o z �o -III=III-III-I I-III- =I I-I I= !pp _-III-III I I-III-� -III=III-III III III_ �e 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS w °O = = 1 -III-III pop III-III I., �F I tk� MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE C7 � N �' o a 6" OF 3/4" GRAVEL i I- I - I I III- RIGHT-OF-WAY PERMIT. IJ=II -IIMIII �_II�" SHOULDER 5"-ASPHALT I = _�I1 6" OF 3/4" GRAVEL 5"-ASPHALT w '� � v o CD o GRAVEL SHOULDER SP-3, 0.50 INCH (Y") MIX, PG-64-28. 5' SIDEWALKS PER ISPWC AND ACHD -III-I I I III-I I' 7. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH o a SHOULDER SP-3, 0.50 INCH (Y") MIX, PG-64-28. TO CONTINUE TO BOTTOM SUPPLEMENTAL DRAWINGSD-709. I I �I MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED m ' 5' SIDEWALKS PER ISPWC AND ACHD I1I-I I I-I I I I I- SIDEWALK TOBE WITHIN t6" FROM -III-III- I III- GRAVEL SHOULDER SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS V Q SUPPLEMENTAL DRAWINGSD-709. ' PER ACHD DETAIL SD-05. iI I I-I I I- -I 4"-3/4" ROAD MIX OR MATCH EXISTING LINDER ROAD CENTERLINE ELEVATIONS - TO CONTINUE TO BOTTOM m o SIDEWALK TOBE WITHIN t6" FROM I1I-III II� II I- BARROW DITCH '- PER ACHD DETAIL SD-05. 4"-3/4" ROAD MIX OR MATCH EXISTING ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. w o LINDER ROAD CENTERLINE ELEVATIONS '-III-I I - I I-I STORAGE CAPACITY WHICHEVER IS LARGER -II I I I I� 'I I I I WHICHEVER IS LARGER � v '-I11=III=III IS 15.75 CF PER 25"-6" MINUS PITRUN III=11I-III Q w LLJ � w 25"-6" MINUS PITRUN � � LENGTH FOOT. DROUGHT TOLERANT PLANT SPECIES SEE PLAN VIEW FOR o v o L_ o DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 WINDOWS IN INVERT. SAND WIDOW LENGTHS. SEE PLAN VIEW FOR BACK SLOPE OF BARROW DITCH MAY HAVE GRASS. BARROW DITCH AND/OR ASTM C-33 WINDOWS IN INVERT. SAND WIDOW LENGTHS. STORAGE CAPACITY S p NA� F BACK SLOPE OF BARROW DITCH MAY HAVE GRASS. IS 15.75 CF PER SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. CO G T G' SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. LENGTH FOOT. IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, Plans Are Accepted For Public IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, CLEAN PITRUN CAN BE USED AS BACKFILL. �-+ CLEAN PITRUN CAN BE USED AS BACKFILL. Street Construction BASED ON GEOTECHNICAL INFORMATION AND BASED ON GEOTECHNICAL INFORMATION AND a BLACK CAT RD FRONTAGE & BORROW DITCH SECTION RECEIVING SOILS, A PERCOLATION RATE OF 1" RECEIVING SOILS, A PERCOLATION RATE OF 1" By stamping and signing the improvement plans, the Registered 9412 PER HOUR WAS USED FOR DESIGN OF ALL McMILAN RD FRONTAGE & BORROW DITCH SECTION PER HOUR WAS USED FOR DESIGN OF ALL Engineer ensures the District that the plans conform to all District 2/5/21 - NTS - BARROW DITCH BASINS. - NTS - BARROW DITCH BASINS. policies and standards. Variances or waivers must be specifically sTq 7-e OF Pao and previously approved by the District in writing. Acceptance of the OtigDS. KIN��P improvement plans by the District does not relieve the Registered Engineer of these responsibilities. SHEET BY DATE ADA COUNTY HIGHWAY DISTRICT C3 . 2 Lo 00 Lo N � N W E C'I O O o? S � z 0 Q w 0 30' 60' W � Z SCALE 1" = 30' J 0 N WATER METER LEGEND W J O r , _ 3/4" DOUBLE METER SERVICE PER CITY OF U O MERIDIAN STANDARD DRAWINGS W-1 AND W-2. U INSTALL 1" SERVICE FROM WATER MAIN. W PIR PIR o o SEE SHEET C4. 1 3/4" SINGLE METER SERVICE PER CITY OF z / / U' V J J MERIDIAN STANDARD DRAWINGS W-1 AND W-2. i r ald 11 v I PIR INSTALL 1" SERVICE LINE FROM WATER MAIN. I u ald ald ald IRV O II I BLOCK 1 z CENTER OF WATER METER TO BE 2' BEHIND — (�BACK OF SIDEWALK (TYPICAL). \O O +O O O O O O O O O O O O O W w _ I W W � 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 - NOTE: /I I Li 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER 0. 1 I METERS AND WATERWORKS BRASS BE ANSI/NSF 61 f110 LF 8" WATER MAIN O CERTIFIED. O � o u o0 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER W C� W Q I � mA _ ALL OTHER WATER LINES NEED 4' OF COVER. I z m _ cn I w W ±385 LF 8" WATER MAIN N BLOCK 2 W Q I ±25 LF 8 WATER MAIN I BLOCK 1 " I f O SEWER LEGEND = � ±97 LF 8" WATER MAIN Q I s NEW 8" SEWER MAIN Q W W � � z_ I J EXISTING 8" SEWER MAIN I I a� II I I wwLJI 0 \ II I I I I w I I I I w I I w CD - - NEW 4" SEWER SERVICE I RIVA CAPRI ST.LINE B + CDU - s s s I s s LINE B LINE B 48" DIAMETER SEWER MANHOLE SD S D SD SD EXISTING 48" DIAMETER SEWER MANHOLE I 6 n r 4" SEWER SERVICE LABEL I STA: 6+82 = I - 43.0' L STA: = SEWER MAIN STATIONING ±43 LF 8" WATER MAIN 43.0' L OR R LENGTH OF 4" ww - SERVICE LEFT OR RIGHT OF MAIN LINE. I I I I SEE SHEET C4.2 INV. 27.48 10 FEET BEHIND PROPERTY RLINE.VICE DEPTH t19.5 LF 8" WATER MAIN I SERVICE LINES HAVE A � MINIMUM 2% II II I � I I I GRADE TO THE PROPERTY LINE. I II NO TE TE I II A I CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION II C BLOCK 1 FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. I II PIR I LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL INOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. II GIR 16 1 17 18 19 20 21 22 23 24 25 26 27 28 29 I II W PIR I I II w GIR NOTE FOR WATER INSPECTION: I w PIR PIR PIR PIR PIR � AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS Q I I AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES GIR GIR GIR GIR BLOCK 1 15 GIR I DRAWING SD-403 EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD I I � — C — — — — — — — — -- - - — I \ 03 03 03 03 03 03 03 03 03 03 03 03 03 03 N \\ d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 cn — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N o _ Y Cc U W O� � We _ L 7 pp Q J 0 _ �p _ C3 o W C� x z V < Ld J NLLJ UJ N QQ Q ` Z � W c"j CD Ln u O 2 x CD (N V �2 m m 0 j w o z � Q w L m = Q o U o LL- o Sip N A F 5 G T 9412 2/5/21 pyq�S oK IN��P SHEET C4 . 0 LO 00 W � C'7 i O O 00 v� z cv STA: 0+00.00J I IO NOTE I 0 0 - j i Q > CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 00 I I I t 0 30' 60' FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. I W LOCATIONS SHOWN E PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL S E E S H E ET C 4.2 O SCALE 1" = 30' z NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. I ao ° 3 co cif o N � �f, U NOTE FOR WATER INSPECTION: Q cn W AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS , J N . J C-O O AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES I �� M� 5 N WATER METER LEGEND J O EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD Q N;'>I Q a; DRAWING SD-403 _J zJ r ; t.J } } / 4 � 3/4" DOUBLE METER SERVICE PER CITY OF 2 I i MERIDIAN STANDARD DRAWINGS W-1 AND W-2. m INSTALL 1" SERVICE FROM WATER MAIN. zCD SEWER LEGEND 1 2 2 3 J O 3/4" SINGLE METER SERVICE PER CITY OF 2 MERIDIAN STANDARD DRAWINGS W-1 AND W-2. m w INSTALL 1" SERVICE LINE FROM WATER MAIN. n O Q s NEW 8" SEWER MAIN o 180' I I g N. BRODY AVE. �b f o t — LINE A 1+00 1+ 91 CENTER OF WATER METER TO BE 2' BEHIND p EXISTING 8" SEWER MAIN 1 II s N BACK OF SIDEWALK (TYPICAL). w W \ O SSMH 2 9. = U NEW 4" SEWER SERVICE LINE A STA: 1 28.19,1 8 NOTE: O EXISTING SSMH 1 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER STA: 0+00.00 LINE B STA: 1+28.18 1 METERS AND WATERWORKS BRASS BE ANSI/NSF 61 (f� Q • 48" DIAMETER SEWER MANHOLE °° CERTIFIED. U- O w z_ Q EXISTING 48" DIAMETER SEWER MANHOLE � � O _ — � — J N 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER m ALL OTHER WATER LINES NEED 4' OF COVER. 4" SEWER SERVICE LABEL I N W STA: = SEWER MAIN STATIONING 3 STA: 6+82 43.0' L OR R = LENGTH OF 4" 1430 L SERVICE LEFT OR RIGHT OF MAIN LINE. INV 27.48 = 4" SEWER SERVICE DEPTH _ 10 FEET BEHIND PROPERTY LINE. v O - SEE SHEET C 4.2 N WATER KEYNOTES � u� SERVICE LINES HAVE A MINIMUM 2% O I I I+I + W GRADE TO THE PROPERTY LINE. I m O W REMOVE 2" BLOW—OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN AT EXISTING GATE VALVE. OPOTABLE/NONPOTABLE PIPE CROSSING. SEE O GENERAL NOTE 3 ON COVER SHEET C1.0 SEE SHEET C4.0 FOR WATER MAIN LENGTHS INSTALL 8" TEE (ALL FLG) O3 2-8" GATE VALVE (FLG X MJ) 1-8" FLGxMJ ADAPTOR INSTALL 8"x6" TEE (MJxFLG) < 1-6" GATE VALVE (FLG X MJ) W t14LF OF 6" C-900 OINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF EAGLE WATER SUPPLEMENTAL STANDARD DRAWING No. SD—W1 O LINE A PROFILE Q 0+00 1+00 1 +29 SEWER KEYNOTES 0 3' 6' W CONNECT TO EXISTING SEWER MAIN. CALCULATED 8" INVERT AT 2532.10' FINISHED GROUND O CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF W SCALE 1" = 3' DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. EXISTING GROUND z LLJ 254011 2540 I IL 12 M D / II I 6" PRESSURE IRRIGATION 8" WATER CROSSING o N � 2535 i 535 m N I I z .00 _ _ V)(10 124.91 LIT 8" SEWER ® 0.41% oo w t^ o Q J N `v ¢ a ` n Z W (n u O O� 48"0 SSMH 2 0 48"0 EXISTING SSMH 1 1+2891 LINE A-SWR CDm N 2530 0+00.00 LINE A-SWR RI"1+2818 LINE B-SWR V RIM 2541.9t 2530 M 8" IN 2532.20-S 8 IN 2532.82-W 8" IN 2532.82-E U w 8" OUT 2532.10-N 4" IN 2533.15-S � = Q J_ 8" OUT 2532.72-N C:) U oLL_ o Sip N A F NOTE: CO G T G, 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. 2.) SEWER MANHOLES TO BE CONCENTRIC a 9412 2525 AND ARE TO BE INSTALLED WITH NO 2525 2/5/21 0+00 1 +00 1 +29 pyq�S.oK IN��P SHEET C4 . 1 LO N � W E N C'7 I O SEE SHEET C4.0 FOR WATER MAIN LENGTHS S Q 0? BLOCK 1 SEE SHEET C 4. 1 30' 60' F__ cn O O15 _ a W 14 13 12 11 SCALE 1" - 30' � I_LI Q O I z 1 1 1 1 1 1 1 % I J Of A rI� WATER METER LEGEND N rl 1z o � + O In M I� O + �� + �� + + O N O ' C-O O N - BLOCK 2 J W 'Elf I clf of I.. Ln ��I IN EMI I�Ln I� 0O M �M M r(7 Lq r� r'") � N' N' + + cD + c0 to OO BL " v zJ In z v � zI z 'Z zl "'zl � -ZI � -z ¢ z Q Z 3/4" DOUBLE METER SERVICE PER CITY OF J O f� r-!j � � � � rJ � � � � � J -j � � Q O MERIDIAN STANDARD DRAWINGS W-1 AND W-2. Q O I- I� 6 INSTALL 1" SERVICE FROM WATER MAIN. U Q 0/1\ i J 3/4" SINGLE METER SERVICE PER CITY OF MERIDIAN STANDARD DRAWINGS W-1 AND W-2. V W �6�� 3 1 SSMH 2 1 1 INSTALL 1" SERVICE LINE FROM WATER MAIN. LINE A STA: 1+28.18 2 4 1 Z C A w w w w LINE B STA: 1+28.18 w CENTER OF WATER METER TO BE 2' BEHIND 743 1 1 1 t o 1 1 1 1 0 o RIVA CAPRI ST. �� BACK OF SIDEWALK (TYPICAL). r n O Q L) STA: 5+28.17 5+ 17 5+00 I S SSMH 3 LINE B S s - I + s I s �LI N E B LI N E B o STA: 0+00.00 NOTE: VQ 4+Oo 3+00 2 00 s 1+0 s 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER \ O 6 5 1 / so �b 0 0 I CERTIFIED.ND WATERWORKS BRASS BE ANSI/NSF 61 uj n v 3 LLI 2 ALL OTALL MIDSECTION WATERWATER LINESLINES NEEDNEED OF COVERCOVER O << �ILL Q II �-� ] = CD r O n r7 n Ln n in I J O J O c.0 J r 7 J I O J �I IN �I IN �I IN �I I- �I IZ �I WATER KEYNOTES W E I� M _ M I+ M N� N -/ N I NJ N I N N� �O N z N Z (% N Z (� N z 1 POTABLE/NONPOTABLE PIPE CROSSING. SEE II I vl GENERAL NOTE 3 ON COVER SHEET C1.0 II \ INSTALL 8" TEE (ALL FLG) <:�c L-L] W II I O2 2-8" GATE VALVE (FLG X MJ) C BLOCK 1 1-8" FLGxMJ ADAPTOR I I P'R I II II C) INSTALL 45' ELBOW WITH THRUST BLOCK O 24 25 26 27 28 29 C) INSTALL 8"x6" TEE (MJxFLG) O GATE OF 6 VALVE C 900 G X MJ) t 13LF INSTALL 8"x6" REDUCER (MJxFLG) W O5 1-6" GATE VALVE (FLG X MJ) t13LF OF 6" C-900 O6 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF EAGLE 0 O WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W1 INSTALL 1-1/2" WATER SERVICE AND METER PER CITY OF MERIDIAN STANDARDS (STANDARD DRAWINGS W4) FOR O7 DOMESTIC SECONDARY WATER SOURCE FOR PRESSURE IRRIGATION, INCLUDE REDUCED PRESSURE BACK-FLOW SEWER LEGEND ASSEMBLY (RPBA). RPBA TO BE APPROVED BY STATE TO IDAHO DEQ AND MERIDIAN WATER DEPARTMENT. W s NEW 8" SEWER MAIN LINE B PROFILE � EXISTING 8" SEWER MAIN 5+28 5+00 4+00 3+00 2+00 1+00 0+00 mI NEW 4" SEWER SERVICE SEWER KEYNOTES � W • 48" DIAMETER SEWER MANHOLE FINISHED GROUND \\s__ ___7- - - - - -- - - - - - - - - - - - - - - - - O SEWER SERVICE TO BE C-900 AS SEWER AND WATER SEPARATION IS LESS THEN 18". MAINTAIN 6" MINIMUM SEPARATION. W EXISTING 48" DIAMETER SEWER MANHOLE 4" SEWER SERVICE LABEL - - - - - - - - - - - - - - - - - - STA: = SEWER MAIN STATIONING STA: 6+82 43.0' L OR R = LENGTH OF 4" EXISTING GROUND - 43 0 L SERVICE LEFT OR RIGHT OF MAIN LINE. z_ INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH 2540 2540 10 FEET BEHIND PROPERTY LINE. � / " S SERVICE LINES HAVE A MINIMUM 2% GRADE TO THE PROPERTY LINE. 0 R z� (N E A w rn m NOTE 1 �� ' 1 1 8" WATER v?M o Q CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 253 535 ? w � = Or FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. Q -1 CD "' a a LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL 396.00 LF 8" SEWER ® 0.61% z cnCD w o �i i NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 48"0 SSMH 3 n Z cYn cv o 5+28.17 LINE B SWR 124.18 LF 8" SEWER 0 0.41% W = RIM 2542.7t o a v� m o N 4" IN 2535.55-N V 8" OUT 2535.22 E 48"0 SSMH 4 m � 0+00.00 LINE B-SWR z NOTE FOR WATER INSPECTION: 48"0 SSMH 2 RIM 2542.6t Q w � w AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS 1+28.91 LINE A-SWR 8" OUT 2533.33-W o v o o AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES 1+28.18 LINE B SWR EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD 2530 2530 DRAWING SD-403 8" IN 2532.82- 8" IN 2532.82-E SRO O G T N F NOTE: 4" IN 2533.15-S G' 1.) ALL SEWER PIPE LENGTHS ARE FROM 8" OUT 2532.72 N 0 3' 6' FACE OF MANHOLE TO FACE OF MANHOLE. I a 9412 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO SCALE 1" = 3' 2/5/21 SUMPS. C'sT"q TE OF \0P, 0 Q 2525 2525 S. KIN�� 5+28 5+00 4+00 3+00 2+00 1 +00 0+00 SHEET C4 . 2 Lo N Lo cV W--* E CI- 1 O S O 00 � z 0 0 30' 60' Q W 111 SCALE 1" = 30' z J PRESSURE IRRIGATION KEYNOT;E7S) u� J W= O O1 REMOVE 6" CAP END OF PIRR AND CONNECT TO EXISTING CD 6" PIRR STUB. t433 LF 4" PIRR I ±48 LF 4" PIRR �J � U I t99 LF 4" PIRR �n 1 dh O2 V INSTALL 6"x4" TEE W/THRUST BLOCK. > WJ W 3 PI PIR PIR PIR oio 3 — —I 3 1 C T Ir I 11 4 2 Hid aid a aid aid- P O3 INSTALL 4" GATE VALVE W/THRUST BLOCK 0 m W \ram I TYP. 2 V I TYP. f — 10 10 BLOCK 1 9 TYP. O4 INSTALL 6" GATE VALVE W/THRUST BLOCK Fn u w W � O o = C� I 0-0 � 15 14 13 12 11 10 O9 Og Oj O O O O O O t Li 5 INSTALL 6" 11.25° BEND W/THRUST BLOCK I I O � I O O (f) Q CDt93 LF 6" PIRR I 6 INSTALL 6" 22.50° BEND W/THRUST BLOCK m w O W Q t108 LF 6" PIRR m u _ A Z BLOCK 2 I O7 INSTALL 6" 45° BEND W/THRUST BLOCK W W W I N BLOCK 1 —I O O INSTALL 6" 90° BEND W/THRUST BLOCK I I I I 5 I I 4 I 9 INSTALL 12" C-900 SLEEVE. SEE PLAN FOR LENGTH W � W � � 5 Q w w w ww I I I I I I I I I~ INSTALL TYPICAL LOT SERVICES PER ISPWC SD-901. O ±50 LF 6" PIRR + RIVA CAPRI ST. O s 1i 91 S S INSTALL DRAIN PER BPBC STANDARD DRAWING IRRIG-03. SD D s SD n 6 12 INSTALL AIR RELEASE PER BPBC STANDARD DRAWING IRRIG-01. F w w t85 LF 6" PIRR I I I I I I I I 4 II INSTALL 1-1/2" WATER SERVICE AND METER PER CITY OF 13 5 MERIDIAN (STANDARD DRAWINGS W4) FOR PRESSURE IRRIGATION,DOMESTIC O II I 13 INCLUDE REDUCED PRESSURE BACK-FLOW ASSEMBLY (RPBA). L I I WABA TO BE BY STATE TO IDAHO DEQ AND MERIDIAN Q I II 7 rF ±97 LF 6" PIRR w wA Q A t35 LF 6" PIRR � NOTE W WJ P' \ I BLOCK 1 ±374 LF 6" PIRR CONTRACTOR IS RESPONSIBLE FOR MEETING _ I THE CITY OF MERIDIAN SPECIFICATION FOR 6 R 16 17 10P 18 1s 20 21 22 23 24 25 26 27 28 oP 29 CORRECT LOCATION/PLACEMENT OF FIRE u� I I II O O II PIR J I HYDRANTS AND WATER METERS. LOCATIONS u� t168 LF 6" PIRR I a II SHOWN ON PLAN ARE FOR REFERENCE W I ww II G'R PIR PIR PIR PIR PURPOSES ONLY AND SHALL NOT BE USED 5 I II cIR GIR GIR GIR 8 FOR EXACT LOCATIONS OF METERS OR FIRE � u BLOCK 1 15 HYDRANTS. I I 12 — — - - - - - - - - - - - - — — — — — — - - - - - - - - - — \ 93 03 03 93 93 93 d3 93 93 93 N d3 d3 d3 d3 d3 d3 d3 d3 d33 d3 93 J3 J3 NOTE d3 d3 d3 d3 c� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ALL WORK TO BE DONE PER ISPWC z STANDARDS. COORDINATE ALL INSPECTION N WORK WITH ENGINEER OF RECORD (208) LL! N I W L 639- 1992. PRESSURE IRRIGATION TO BE W N° 1 cy J PRIVATELY OWNED AND MAINTAIN BY THE cn I ' z? w o SUBDIVISION HOA. Li J N N !:ImpcnCDw CD a- 2 x O � N V �2 m m o w o z � Q w L m = Q o u o LL_ o Sip N A F 5 G T 9412 2/5/21 �yq�S.oK IN��P SHEET C4 . 3 Lo 00 Lo N � N W E C'I O O S � z 0 Q w 0 30' 60' w � Z SCALE 1" = 30' J N C NOTE J O CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION Q O O FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER METERS AND U STREET LIGHTS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY — -I- AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. ^ > W I v I I ��znn O CD > *---STREET LIGHT: T XXXPEE 1 BLOCK 1 f f STREET LIGHT NOTES: u� (PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) O O O O O O O O O O O O O O O O w LLI = U I w W � 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 I � O I � �I II I TYPE 2 STREET LIGHTS SHALL BE INSTALLED o AT LOCATIONS SHOWN IN PLAN O Q � Q II m � I o0 TYPE 1 DAVIT STREET LIGHTS SHALL BE W z INSTALLED AT LOCATIONS SHOWN IN PLAN. m W II TYPE ONE STREET LIGHTS TO BE METERED I II w w I I STREET LIGHT: BLOCK 2 LJJ II TYPE 2 2 I I I I BLOCK 1 STREET L EH� XXXXXX TYPE O XXXXXX II STREET NAME SIGN R MUTCD AND ACHD STANDARDS W II O Q a c� O RIVA CAPRI ST. STREET LIGHT: TYPE 2 66 n XXXXXX F I I II I II I I ww FF II � I � I I ww II CD CBLOCK 1 I STREET LIGHT: I II TYPE 1 16 xxxxxx 17 18 19 20 21 22 23 24 25 26 27 28 29 I II I W LLJ I ww STREET LIGHT: STREET LIGHT: u� TYPE 1 TYPE 1 xxxxxx BLOCK 1 15 xxxxxx II u I � P 1 = _ _ - - - - - - c \ 03 03 03 03 03 II 03 03 03 03 03 03 03 03 N \ d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 03 d3 d3 c� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N � Y Cc U W O� � W L (/) O 7 pp Q z ~ °° 1 _ Or N � , I Q w O N d J 2sQ CL W` LJ C) (/'CD ) CJ O 2 � d = CD V �2 m m o w o z � Q w L m = Q o C-) o LL_ o Sip N A F 5 G T 9412 2/5/21 pyq 7,e S OF IN��P SHEET C4 .4 I I Lo co N � GIM H EXIST = STA: 8+16.49 m m+ o - E N� T CKEYNOTES O o � Iw c, I CONNECT TO EXISTING 15" GIRR PIPE. CALCULATED S � O nI 15 14 INVERT OF EXISTING 15" PIPE IS 2540.88. CONTRACTOR I I III (D TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING > } I III 15" IRRIGATION LINE BEFORE CONSTRUCTION. Q Li-i I I III Lu III 2O INSTALL 4'x4' BOX. SEE DETAIL ON SHEET C5.1. 0 30' 60' Z I I III J F-- III SCALE 1" = 30' C I I III C III J LC G) Iw III NOTE: J CD O III 1.) ALL GRAVITY IRRIGATION TO BE INSTALLED PER SETTLERS IRRIGATION U O Q DISTRICT STANDARD SPECIFICATIONS. w (� IIII O I 2.) ALL GRAVITY IRRIGATION TO BE INSPECTED BY SETTLERS IRRIGATION ) DISTRICT INSPECTION SERVICES AND BY ENGINEER OF RECORD. GIVE A a c� III �� MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL INSPECTIONS. z 0 III m L� UI 3.) ALL GRAVITY IRRIGATION WILL BE OWNED AND MAINTAINED BY SETTLERS Y IRRIGATION DISTRICT. CD m C nI W W = C W � C STA: 6+155.11 1 L CC III ` LU C� W C W � SEE SHEET C5. 1 o III I I C w BLOCK 1 I W I w I PIR- I III GIMH 3 GIR 16 17 18 19 20 21 23 24 25 26 27 28 29 III STA: 5+92.55 C O O O O O O U CD I III 5 UO I CD w III G,R 167' PIR PIR GIBOX PIR A STA: 0+23.05 o I 0-1 1I B STA: 0+00.00 III 4 GIR i GIR GIR GIR BLOCK 1 15 2 1 I 3+00 2+00 1+00 cIR rr7 I I GIMH 2 9cp I STA: 3+97.23 TOB 801 - - - 801` - - - - - - - �C - - -- - 91- - - - - - - - - - - 801 - - - - - - - -TO f, C) - - - - - - - - - - - - - - - - - - - _ - �- GIMH \ OP \ - - - - - - - - - - - - - - P = I= _ _ - - - - - - - - 1 L� \ T�?R d3 d3 d3 I l)� d3 �R a� d3 d3 93 `13 �� 3 STA: o+oo.o0 1 0 d3 d3 d3 d3 d3 d3 d3 d3 a3 d3 d3 d3 d -fin/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD - - - - - - - - - - - - - - - - - - - - \ W. McMILLAN RD. W a GRAVITY IRRIGATION LINE A PROFILE 8+16 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 C Q 2550 2550 n C CD 2545 19.1 LF 15° 2545 0 FINISHED GRADE GIRR ® 0.42% Y w U v N � O m N - � � � i - - - - - - I ~ Cfl � U' Q II - - - - - - - - - - - - - - - - - - - - - - - - II _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - 1 M � o cn 0 - - - _ _ - I - - EXISTING GRADE w co _ _ _ cc uj GIRR CAD 0.46 Z cn c' w Y O o I I 370.2 LF 12" Q LT C 4 25401 I I 2540 Z 191.3 LF 12" W � � � u o � = II 58.6 LF 12'> GIR @ 0.49% 48" GIRR CYLINDERMH 1 O a I I 0+00.00 0.0' � � m 157.4 LF 12" GIRR 0.51% 4'x4' GIRR BOXBOX RIM 2543.7t V m o 12" GIRR CALCULATED I I GIRR @ 0.49% RIM 255 0.0' 15" IN 2540.88-E w INVERT = 2537.07. 48" GIRR CYLINDERMH 2 RIM 2544.Ot 15" OUT 2540.88-N v w FIELD VERIFY BEFORE � = Q w CONSTRUCTION3+97.23 0.0' NO SUMP Q w w 1 IN 4 . - 48" =CYLINDERMH RIM 2543.1 t NOTE: 12" OUT 2540.80-W o v o L- o 48" GIRR CYLINDERMH 4 12" IN 2539.08-E 1. ALL GRAVITY IRRIGATION MANHOLES TO BE 12" OUT 2540.80-N 5IM 2.55 0.0' INSTALLED PER I.S.P.W.C. STANDARD DRAWING NO SUMP 6+55.11 0.0' RIM 2543.Ot 12" OUT 2539.08-W 48" GIRR CYLINDERMH EXIST RIM 2543.0t IN 25315- NO SUMP SD-612 WITH NO SUMP. 2535 8+16.49 .0' 12" IN 2537.84-S 12" OUT 2538. 5 NO SUMP 8 15E N 2535 55\G NTH` G' RIM 2543 Ot 12" OUT 2537.84-N 2. ALL 12" PIPE TO BE SDR-35 UNLESS 12" IN 2 37.07-S NO SUMP OTHERWISE CALLED OUT. 12" OUT 537.07-11 NO SUMP 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A MINIMUM 2' OF COVER. MOUNDING 9412 MAY BE REQUIRED 2/5/21 S.oK IN��P 2530 2530 SHEET 8+16 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 C5 . 0 Lo 00 Ln i N C'7 O O 00 v� � z 0 Q w 0 30' 60' w � Z + I I I �I I SCALE 1" = 30' J SEE SHEET C 5.0 D N w I C� I„ CD a III GIBOX I � p KEYNOTES U O Q 1tlH I I A STA: 0+23.05 N � _ II B STA: 0+00.00 O O N CONNECT TO EXISTING 4'x4' BOX. 12" INVERT (� W GIMH 1 I 9• 180' 180' 18 O CALCULATED 2538.39' CONTRACTOR TO FIELD VERIFY v W STA: 0+00.00 LOCATION AND ELEVATION OF EXISTING 12" IRRIGATION z 12" INV AT WHEEL GATE I aio _ _ - - _ - _ LINE AT EXISTING BOX BEFORE CONSTRUCTION. OUT 2540.80'-N - W - 1 INST B BOLT DOWN COVER I I 3 O SEE APROFILE FOR PIPE LENGTHS. O GI01 6 GIMH 7 GIBOX EXIST Q \ O ON EACH CORNER � \ 1 m0 w � I I STA: 1+01.91 2 STA: 1+68.91 STA: 2+49.32 � w 3 INSTALL 4'x4' BOX. SEE DETAIL ON THIS SHEET. W W v O Q u � lC' E I I LL O s LU � W Q EXPANDED METAL LID 00 u� NOTE: 1.) ALL GRAVITY IRRIGATION TO BE INSTALLED PER SETTLERS IRRIGATION W 12" INV AT WHEEL GATE DISTRICT STANDARD SPECIFICATIONS. OUT 2540.80'-W 2.) ALL GRAVITY IRRIGATION TO BE INSPECTED BY SETTLERS IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF RECORD. GIVE A _ , MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL INSPECTIONS. 0 u� LLI li] F3.) ALL GRAVITY IRRIGATION WILL BE OWNED AND MAINTAINED BY SETTLERS W 15" INV IN IRRIGATION DISTRICT. 2540.80'-S A CD O � GATE BOX #1 PLAN -NTS- B A RIM ELEV. 2544.00' Q O GRAVITY IRRIGATION LINE B PROFILE 0+00 1 +00 2+00 2+49 W W 2550 2550 15" INV. INVERT IN 12" INV AT WHEEL GATE 2540.80'-S OUT 2540.80'-N Q 12" INV AT WHEEL GATE OUT 2540.80'-W BOTTOM OF BOX 2545 FINISHED GRADE 2545 2440.00' 2 GATE BOX #1 PROFILE -NTS- - - - _ - _ - - - - - - - - - - - - CD EXISTING GRADE i Y U 97.9 LF 12" - - - - - - o 00 GIRR p 1.017 63.0 LF 12" N cn 2540 76 4 2540 L o � LF 12" cn s GIRR p r, rn v, 1.65% � oo "� 48" GIRR BOXBOX z N I cI Z 0+00.00 LINE B = 48" GIRR CYLINDERMH 6 48" GIRR CYLINDER H 7 o o N a o 1+01.91 0.0' -1 u-, o i 0+23.05 0.0' LINE A 1+68.91 0.0' ,., RIM 2543.7t �' Z Y o RIM 2544.Ot RIM 2543.5t cn cv o � 12" IN 2539.81-S �i C) v� c� o C _ 15" IN 2540.80-S 12" IN 2539.65-S 48" GIRR BOXBOX EXIST 12" OUT 2539.81-N CDa- cn 12" OUT 2540.80-W 12" OUT 2539.65- 2+49.32 0.0' 12" OUT 2540.80-N SUMP 2539.79 CD m SUMP 2539.63 RIM 2542.3t V �2 � m Q SUMP 2540.00 8" WATER MAIN 12" IN 2538.39-S m o 2535 12" OUT 2538.39-N 2535 z NOTE: SUMP 2538.37 c� w 1. ALL GRAVITY IRRIGATION MANHOLES TO BE <oo� = Q J INSTALLED PER I.S.P.W.C. STANDARD DRAWING o u o Ll- o SD-612 WITH NO SUMP. 2. ALL 12" PIPE TO BE SDR-35 UNLESS SRO NA F OTHERWISE CALLED OUT. 5 G T G' 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A MINIMUM 2' OF COVER. MOUNDING a MAY BE REQUIRED 9412 2530 2530 2/5/21 0+00 1 +00 2+00 2+49 gOsOF \0' �P SHEET C5 . 1 ADA COUNTY RECORDER Phil McGrane 2021-015454 BOISE IDAHO Pgs=2 CHE FOWLER 01/29/2021 08:31 AM EMPIRE TITLE, LLC,AN IDAHO LIMITED LIABILITY $15.00 EAPIRE T I T L E & E S C R O W WARRANTY DEED FOR VALUE RECEIVED Jeffery J.Harrison and Kristie L.Harrison,husband and wife GRANTOR(s)does(do)hereby GRANT, BARGAIN, SELL and CONVEY unto: Berkeley Communities,LLC, an Idaho Limited Liability Company GRANTEE(s), whose current address is: 5300 S.Hayseed Way, Boise, ID 83716 the following described real property in Ada County, State of ID more particularly described as follows,to wit: SEE ATTACHED EXHIBIT A TO HAVE AND TO HOLD the said premises, with their appurtenances unto said Grantee(s), and Grantee(s) heirs and assigns forever. And Grantor(s) does(do) hereby covenant to and with said Grantee(s) that Grantor(s) is/are the owner(s) in fee simple of said premises, that said premises are free from all encumbrances,EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, if any, of record, and general taxes and assessments,(including irrigation and utility assessments, if any) for the current year which are not yet due and payable and the Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Dated this .01 day of January, 2021 Jeffei)4cgirrisc6 6 n n,::. z Kristie t. Harrison State of Idaho County � On this day o VW✓ , in the year of 2021,before me the undersigned Notary Public in and for said State ers ally appeared Jeffery J.Harrison and Kristie L.Harrison, kn n r identified to me as t perso whose name(s)is/are subscribed to the within instrument,and cknowl dg :, to me that he e/the executed the same. SE a 5'�i��e�B�I�w � c0�WS81 1016533 NOTAW(PUBLIC Notary Public for L STATE OF IDAHO Residing at: n�r E',IPFiES€08/31/2026i My Commission Expires: Warranty Deed Page I of 2 File No: 6291EID EXHIBIT A A parcel of land located in the Southwest quarter of the Southwest quarter of Section 27,Township 4 North,Range 1 West,Boise Meridian,Ada County,Idaho,being more particularly described as follows: Commencing at the brass cap marking the Southwest corner of said Section 27 which is the Real Point of Beginning;thence North 0° 12'30" West along the West boundary of said Section 27,which is also the centerline of Black Cat Road, a distance of 329.62 feet;thence North 89'59'30" East,a distance of 660.80 feet;thence South 0° 12'30" East,a distance of 329.71 feet to a point on the South Boundary of said Section 27; thence South 90'0'00" West,along the South boundary of said Section 27, a distance of 660.80 feet to the Real Point of Beginning. Except ditch and road rights-of-way.