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Application Charlene Way From:clerk@meridiancity.org Sent:Monday, January 25, 2021 1:13 PM To:Charlene Way Subject:Development Application Transmittals - Warrick Subdivision FP-2021-0003 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Warrick Subdivision No. 4 FP-2021-0003 Hearing Date: 2-23 Assigned Planner: Alan To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 City Council Hearing Date: February 23, 2021 Planner: Alan File No.: FP-2021-0003 Project Name: Warrick Subdivision No. 4 Request: Final plat consisting of 33 buildable lots and 6 common lots on 8.94 acres of land in the R-4 zoning district, by Schultz Development. Location: The site is located at 5190 S. Carneros Way (Parcel S1132120860), in the NE ¼ of Section 32, Township 3N., Range 1E. Planning Division EI DIA �1T------,l HEARING APPLICATION i AkO Type of Review Requested Final Plat File number: FP-2021-0003 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 Ownernamc: JOE ATALLA, CALISTOGA PARTNERS LLC Phone: Fax: 2275 SOUTH EAGLE ROAD, SUITE 185, Owneraddress: MERIDIAN, ID 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: 5190 S CARNEROS WAY Assessor's parcel number(s): S1132120860 Township,range,section: 3N 1 E32 Project Description Project/ApplicationName: Warrick Subdivision No. 4 Description of Work: Final Plat for 33 building lots and 6 common lots on 8.94 acres 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-2020-0829 TYPE OF USE PROPOSED Residential: CHECKED Office: UNCHECKED Commercial: UNCHECKED Employment: UNCHECKED Industrial: UNCHECKED Single-Family Detached: CHECKED Single-Family Attached: UNCHECKED Townhouse: UNCHECKED Duplex: UNCHECKED Multi-Family: UNCHECKED Vertically Integrated: UNCHECKED PROPERTY INFORMATION General Location: South of Phase 1 and West of Phase 3 Current Land Use: AG Total Acreage: 8.94 Prior Approvals(File Numbers): H-2018-0115 ZONING DISTRICT(S) R-2: UNCHECKED R-4: CHECKED R-8: UNCHECKED R-15: UNCHECKED 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): 01/12/2021 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: New York Irrigation Irrigation District: New York Irrigation Primary Irrigation Source: New York Irrigation Secondary Irrigation Source: City Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 29,001 Minimum Square Footage of Living Area(Excluding Garage): 1,800 Gross Density: 3.69 Net Density: 4.82 In Reclaimed Water Buffer: No PLATS ONLY Number of Building Lots: 33 Number of Common Lots: 6 Total Number of Lots: 39 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 multiple accesses have been provided by explain.: previous phases Minimum Lot Size: 8,007 Average Lot Size: 9,031 Area of Plat: 8.94 Plat Date(MM/DD/YYYY): 01/11/2021 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): UNCHECKED Parkways: CHECKED 10'Parkway Along Arterials: UNCHECKED Stormwater Detention Facilities: UNCHECKED Open Water Ponds: UNCHECKED Acres of Qualified Open Space: 0.94 Percentage of Qualified Open Space: 10.5 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: UNCHECKED Sports Courts: UNCHECKED Pedestrian or Bicycle Circulation System: CHECKED 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 anuary 13, 2021 ;ity of Meridian lonorable Mayor and City Council /o City of Meridian Planning Department 3 E. Broadway Avenue Meridian, ID 83642 tE: Warrick Subdivision No. 4 Final Plat Submittal )ear Mayor and City Council Members: )n behalf of Calistoga Partners LLC,please accept this request for a Final Plat for Warrick ubdivision No. 4. The Annexation and Preliminary Plat for the Warrick Subdivision(H-2018- 015) was approved by City Council at their February 5, 2019 public hearing. The final plat )r Warrick Subdivision No. 1 was recorded on June 29,2020. The final plat for Warrick ubdivision No. 2 was recorded on December 24, 2020. The final plat for Warrick Subdivision to. 3 Subdivision is pending recordation in the spring of 2021. Warrick Subdivision No. 4 is ie last phase of the Warrick Subdivision with an estimated recordation in the summer of 2021. 'he submitted final plat on 8.94 acres for 33 building lots and 6 common lots in an R-4 zone onforms to the original Annexation, Preliminary Plat, and Development Agreement for the site rid meets all the requirements thereof 'he submitted final plat, development plans, and landscape plans conform to the UDC and all pplicable engineering, architectural, and surveying practices and local standards. incerel , Zatt Schultz chultz Development LLC 'roject Manager ttachments AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA ) 1. -CAlt-t-.TCK•,F�l %12--CW fAS l-L-,r _=Is �r --its.Ra tSE� l2>s _ (name) (address) (state) being first duly sworn upon. oath.depose and say: I. That I am the record owner of the property described on the attached. and I grant my permission to: (name) (address) to submit the accompanying application(s)pertaining to that property. 2. 1 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 w}rich is the subject of the appl ication. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said appI ication(s). Dated this day of 'F�1L 20 i (Signature) NOV-, 1*+11R SUBSCRIBED AND SWORN'' to before me the day and year first above written. c� (Nchary Public for Idaho) NoTAAy�m: _ 1�I�fIr�G� f2 �•� F; Residing,at: ( D 1°US LI a.s09�•� ,fl�.� My Commission Expires: _ Community Development■I'1anning Nvision■33 E.Broadnay Avenue.Ste. 102 Meridian.Idaho$3642 Phunc:208-884-5533 Fax:203-888-6854 f +CENGINEERING P. C . Civic Engineering * Project Management DATE: December 22, 2020 TO: City of Meridian 33 E. Broadway Ave Meridian, ID 83642 RE: Warrick Subdivision #4 To whom it may concern: Based on a geotechnical report and experience with various projects in this immediate area, groundwater is at least 5 feet below existing ground elevation. All streets have been designed so that the centerline of the street is at least 3 feet above seasonal groundwater. Respectfully submitted, 1 � 941 4 Of S. Chad S. Kin a a, P.E. CK Engineering, P.C. CK Engineering 13oo E.state St suite 102 Eagle,ID 83616 208.869.0590 mobile chad(,.ck-engineersxom ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: January 5, 2021 Final Plat RX Project Name: Warrick Sub No 04 T/R/S 3N1E32 Parcel Number(s): S1132120860 Project/Plat Applicant: Schultz Development Phone No: 208-880-1695 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT E AMITY RD S EAGLE RD v 2 v v � 0 o v U 3 v a r o Proposed Street Names: u Q o V m Comments 1 S COLUSA AVE X 2 S CARNEROS AVE B Connects to existing Montague.Change to W Montague Way 3 S PLUMERIA AVE X 4 E SAWTELLE PEAK ST N 5 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace S CARNEROS AVE with W MONTAGUE WAY 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 E Madrigal Q > Street Q ; ; 1 1 1 1 1 1 1 1 1 1 � 1 f I 1 1 s ; ---------------- ---- 1 1 I ^O 1 1 (p (D > 1 1 a y ' m E Ashlar Drive _ 1 1 1 1 U) 1 1 1 1 1 i 1 1 1 1 1 1 1 E,Scrubpine E Scrubpine Street Street ' NOT A FART 1 1 1 1 1 1 I 1 1 1 • 1 I 1 1 1 1 1 I 1 yy 1 1 1 1 I 1 F 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 I I 1 1 s► N NOT A P4RT 1 ; • I 1 1 1 I I 1 1 1 1 I I 1 1 3 3N1E32 1 1 I 1 C) _ 1 1 1 1 1 1 1 1 1 1 1 I 1 1 -1 Y 1 + I 1 -L 1 1 1 1 1 E Shady Glade Drive E Shady Glade Drive = • I 1 1 1 1 1 1 1 Sa 1 1 1 ! 1 1 A 1 (PP --' E Lachlan Street ! > ° -----------� •- - -O~0--------- ----------'------•------•.•.- •--- '•----•----•---L'------„ 9?,. i---- L--'--��Za'----..----.---L-�.`� __ L.__ __ Gte �, ;��--------- ec�'�� o� �CIO E La Grange Drive Q • 1 � 1 I 'E Lodge _ ..- Trail 0 Court A ' This map is made from data copyrighted by Ada County.Ada County shall not be liable for ADA COUNTY ASSESSOR inaccuracies or misuse of this map.Maps Land Records Division bearing this disclaimer may be photocopied freely. Geographic Information Systems 1 inch - 300 feet However,use in any digital form requires the 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 PLAT SHOWING WARRICK ASUBDI VISION 4 LOCATED IN THE NW 1/4 OF THE NE 1/4 OF SECTION 32, T.3N., RA E., LEGEND B.M., ADA COUNTY, IDAHO r�1 FOUND 5/8" IRON PIN, PLS.7729 BASIS OF BEARING CP&F #:112102945 20�1 589'43'AMI 2fiRD. O FOUND 1/2-IRON PIN. PI-5 7729 1/4 5.29 E. AMITY �1, _5.29 5.28 �p 5.32 - 5.32 5.33 d� ® FOUND ALUMINUM CAP MONUMENT CPAF A 2017-12026E cs • SET 1/2 IRON PIN MATH CAP PLS 7729 �Iy SET 5/8"IRON PIN WITH CAP PLS 7729 mI `< 0 CALCULATED POINT WCC. YA1NE55 CORNER 31 . SUBDIVISION BOUNDARY LINE M; LOT LINE o� WARRICK SUBDIVISION NO.r ___ J SECTION LINE N BLOCK 6 ±� BLOCK 4 RIGHT-OF-WAY LINE I II 1 O Q N84'50'48'E fo�I CENTERLINE 38,17' I"¢ 10 60 ISO REAL POINT OF ,N ----------------- EASEMENT LINE BEGINNING SB 41.22"E 1 1.00' da 0 30 120 EASEMENT LINE 589'41'22_E ]4]_00' � �__ r---------- --- I � t9.09' SCALE: 1" = 60 l_J LOT NO. I I 17 d i ` O �f g1 30 crap N p- 1 90'0O'00'E WARRICK SUBDIVISION NO.B N I L------S89-41'22"E--__� ---N89'4i'22'W -� S89_41'22'E 121.00 59+00' ------- r^__________._ 3 a 5 5 7 6 9 ,0 21.OD o 0 0 0 0 0 0� o 0 r. BLOCK 9 1 99mr�D' DI SO 9'iI 3"I w g $ b BLOCK }7 S_a941r'•0 1'E-n 2-9-&0D SBS1'38'E256.01'BLOCK 6 711uj r 520_ _62_0 ' 500 L------S89'41'22'E-- -i 22'W-____i L__ 589-41'22'E__J I ------ d 1 r w r---121.00'---`----1 121,O ---- - II�1pns o10.0 I 3 , lioco $ I I r t r l 3 sx s pp I I , I I `[.1 O N W m �N + 17 l n I T o lq. M l 1 CV 1 ,�jlgl O r5 I I r a 5 �7 SI 34 I O1 N �y 3 3 3 3 18 17 10 6 18 15 14 I 2 loi o 6 oo �i z �11 TO, n+ m � # g `� $ n� n* r � r "' N o `er` 13 iI.3 q �Iri ri 205'+ I i i" i j i C r m � 21 m � 2�0 m � 19 01 � i 2 i !WN ++� - 125'J I la I IV L---- t I � � � � $ � BLOCK ? I r i r r I IIm 589'4i'22'E---- I o o I r 1 N N II 1" _-- rgi I I I r -- -- -- 0 941'38'E r- - --141.00'-----� N89'41'38'ri24200' � I .-- _.T._. .`-- ---.-•-- 147-04' 15.06' I � I r r l I I I t l _ -J t3.73'----' _` .15Y00'�-----J -'[uI 19' L J L------'-J L-------- L_ jl.�153- r-263 ' J L�--��70.e2 l ��._ _._._._._._._ ._._._,J a r 3.5d_ - --- .- ---.-.- se9'41'38"E 280.29' 541Y4'30"W lnr 01 fY t� 62.01' 6200' 8200' 37•E 113.18 C72 589'41'3B"E 307.3C T19.00' ` N89'41'38'W 193.50' a 1W SB941'3B�E 2T5.88' 1481.33''37+�1>13•}g 17.34' 250.00' E. SAWIFLLE FLAK $T T r ------ NEAR \� ��- snwi�I F PEAK ST, - 589'41'38"E 4s?-35' - -`--- -�5 3 3�E 113-19 �8 ki' g �� 70.00' 7Q00' 70.OD 92_5S_-- 35.80' - 589'41'38'E 487 13,- I C10 37.74 t _ _ _ _._. ._ -_._ . {r------ -� 70.B2 - 17.34' to $ 3.50'_ _ - _ !. C`F � 70.00' 7MOD' 70,00' 70-W 70.00' 70-00' 44.30' - - r r---------� r---------ti p 25.00' i "'la.05, .-._._.- ---.-.- - -. - - - --- -.-.- -.-- r -350 3 lq I I 10 1'14'30"W r- -`--_, r------ -1 r--------- ----- -----� r----- --� rT` -I r-- -4.B2_-, r-�- i 'v c� r {1 I I l I I I I I f I. _�J I PL N ] I 1 IT I '? 41'22"Ei Bra• I t I I I"7'n &cr I I I I I m I I BLOCK 8 r 1 I 11 I 35.80' 3 ! 3 i1 x3 1 3 ; ; cN rx ; I 3 In p r �y p 3 1 I I I} BLOCK 8 Q4 - 5 21 md 1 0 I? i T y T IIr , I i 1 r BLOCK a 11 I I I I I I I , t 1 - � ° L_________ L_________ L------- 1 ;-_________J L---------- L__ 250• J L_________� �_ 700_ 70. 70. 70. 0 9.32' _I 7�C-N 1 16 S.32 PLS 11118 N89'41'38'W 114-&Or PLS 89fi0 a'o 5'w 19.D0 t9.00 SOUTHERN HIGHLANDS SUBDIVISION NO- 4 SKY MESA SUBDIVISION NO, 8 BLOCK 8 p SURVEYORS_NARRA]1](E 1 S 19 GENS�cO�✓pL THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY HEREON. THE PROPERTY 15 A PORTION OF THE PROPERTY DESCRIBED IN WARRANTY a DEED INSTRUMENT Na 2019-04+729. THE PROPERTY IS ALSO ADJACENT -B7,50' 2.50' 70.00' a 7 7 2 g TO WARRICK SUBDIVISION Na 1, SOUTHERN HIGHLANDS SUBDIVISION NO. 4 0 AND SKY MESA SUBDIVISION NO. 3. MONUMENTATION FOUND ON THE �N�q�Z1rrIP'i- GROUND PER SAID PLATS AND ESTABI]SHED SECTIONAL CORNERS ARE IN SOUTHERN SHY MESA , E OF IQ ��? SUBSTANTIAL AGREEMENT WITH RECORD DATA AND WERE HELD AS SfjG,NL ArDS SUBDIVISION Gar 0 OPT CONTROLLING CORNERS FOR THIS PLAT. NO. 4 900K PAGE IDAHO 9955 W-EMERALI)ST, DETAIL-'A' JOB NO. 20-500 SURVEY (B201a&d�6�°D�'"` SCALE-l'-S' SHEET 1 OF 4 GROUP, LLC P: wvrrick SLb No 4 dw 1ot Worrlck 2vh 4 ALaT.dw 12 27 2020 1:4U;39 PLI Street Name Evaluation Response Sheet 5ubdi►►isionllurisdktion: Warrick Sub No 041Meridian 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 WARRICK SUB #2 BOUNDARY AMITY IWARRICK SUB #1 BOUNDARY w WARRICK SUB #3 w BOUNDARY WARRICK SUB #4 \ PROJECT SITE r l TACONIC N E 0 600' 1200' S SCALE 1" = 600' DRAWN BY: JSF CHECKED BY: CSK CK ENGINEERING VICINITY MAP DATE: 12/22/20 1300 E. STATE ST., SUITE 102 FILE: VINCINITY.DWG EAGLE, ID 83616 DIR- U;\AUTTSCM TZ\WARRlGK PR0PERIY\CKDWGS\1-PHSE I PHONE 208-639-1992 PLAT SHOWING I K BIDI I I NN . 4 �IARR C SU V S O O LOCATED IN THE NW 1 /4 OF THE NE 1 /4 OF SECTION 32, T.3N., RA E., LEGEND B.M., ADA COUNTY, IDAHO BASIS OF BEARING 2021 0 FOUND 5/8" IRON PIN, PLS 7729 S89'43'43"E 2656.26' CP&F 112102945 O FOUND 1/2" IRON PIN, PLS 7729 1/4 S.29 E. AMITY RD. _ _S.29 S.28 - - - •5.32 - - S.32 •S.33 dv FOUND ALUMINUM CAP MONUMENT CP&F 2017-120266 • SET 1/2 IRON PIN WITH CAP PLS 7729 i� i � SET 5/8" IRON PIN WITH CAP PLS 7729 W0 CALCULATED POINT JL Vj W.C. WITNESS CORNER Sri O1 -- � ` SUBDIVISION BOUNDARY LINE 3� 001 LOT LINE to 00 r, WARRICK SUBDIVISION NO. 1 --- SECTION LINE 0 BLOCK 4 I RIGHT-OF-WAY LINE BLOCK 6 can N84'50'48'E o Q 1 - - - - - CENTERLINE 38.17 Li 10 60 180 REAL POINT OF 1 ----------------- EASEMENT LINE BEGINNING 0 S89'41'22_E 121_00' a 0 30 120 J-�j S89 41 22 E 141_00 a - - - - - - - EASEMENT LINE ----------------, � r------------------ 7 3 w 1 i 19.09' I 19.09' Go O SCALE: = 60 O LOT N0. o I M O Ion ci o i i 30 �j^ 1a 1 NI 1 I N90'00 00 E WARRICK SUBDIVISION NO.3 L ------S89'41'22"E-----i -41 3 J I L--N89'41'22"W-----J S89'41'22"E 121.00' 59.00 O 1 F----121.00--------I ---------------� r--------141.00--------1 OD U i2 3 4 5 6 7 8 9 10 11 I I M I i 3 i 11900,. 21.00 , „ 0 0 I- 00 N 11 BLOCK 4 � 0I i 19.00 I. i��SO'1911 W I of O5 I l o O 0 i "' 0i O i 1 o v) °' o� l 1 55.31' BLOCK 7 i , 0 cn o I I o0 0l 35 1 p O CR . , S89'41'01"E 295.00' p1 1 o i, I I 31 r ^I 1 o ad Sri ad . . . , '10 34 E --- ---- BLOCK ---- -- c� ('-; BLOCK 6 '` 1 1 N I , ,. �o N S89 41 38 E 256.01 Nat__ , , __ __ __ __ __ 70.00 70.00 70.00 70.00 O 1 ------ " 1 - N N L--N89'41'22"W-----J L---- S89'41'22"E---J 1 3 13 31 62.01' 62.00' 62.00' 70.00' _ 70•71 --1 r-- 7a.00, -i i------15.00' i---------i i-------- $89'41 22 E-- -J N N 1 _ _ -------- --------� --------- r----------� r-- 3 1 w r---121.00--------i F------121.00'----� oo _I I I 1 1 I___141.00 -----� _ 1 1 I 1 1 ►� 1 o I I I I I I rn rn 1 I 2 I--10.0' I 00 °n° I 3 1 1 ao 1 co ao . o I I I 11 I I 3 3 a 3 I O O 1 1 00 - 1 1 aD I I ( p� ro O 0 1 I I I I 1 N O N +) N N N O T I N O I o l O I p r r p I r� OI I O) V) N N n I I I I N n N W .- N O I 01 6 L6 I O o I 32 o f 34 1 1 3 I 3 1 3 3 18 oD .� 17 oo 0 16 15 14 oo 0 13 I 12 1 01 O O O h Z I I r I �p 1 3 N O N p N O N I� r N r N 3 3 N I (3 ~ N 0 20.5' I N I Q 23 22 ao O N O N O N o •- o iv iv ro 1 a ` I 21 20 - 19 CO ui to I N I N N N 1 I 12.5' I 1 1 I I 1 1 I O N O r M 0 r- M 0 I- M r N I I I 00 00 I I I N J ' " �_ 19' 119' L---- ' J L------- ' J Q 00 O O - O 0 BLOCK 7 I I 1 1 r r I I I 10D w L-t -----S89'41 22 E-----J I 121.00 ------ 121.00 --- - r to v, N N I 1 I I o p 1 1 I ap „ w . 0 1 1 1 l 1 1 1 1 1 1 _ 1 1 CA cn 1 1 110 S89'41'38"E M r- ------141.00 -----� N89'41 38 W 242.00 o W 1 I 1 1 1 1 - L---------J ,------J L------___-- co 1 11.37' 15.00 1 �? 1 I I 1 I I I 1 ___-J 13.73 - - - - - 15.00_ - - _ - - - I N 47.04' 1 oo 19 I I I I 1 1 I 26.35 -� t.----_- _ Cl4 35.29' 70.00' 70.00' 70.00' '4 O Oj �- . - 33 I N aJ L--;----- I L--------� L--------� L - -28.63' W O \ C-, Os . - . - . - . - . - . - . - . - . - . . .� 3.50 - . - . - . - . - . - . - . - . - - - 70.82 S89'41'38"E 260.29' ZI I O S41'14'30"W w �'� „ 1 N I 62.01' 62.00' 62.00' C11 N81,33,37»E 113.18�, C12 _ S89'41'38"E 307.34' 19.00' _ N89'41 38 W 193.50 �' 19' " " 113.18 - ; N81.g3 37 E - 57.34 250.00 E. SAWTELLE PEAK ST. I o� S89'41 38 E 215.86 N8 A 38 W 21 PE 19.00 I E. SAWTELLE PEAK ST. „ 9.01 _ 230.00' _ 252.36' C9 C1 L1 C ' �___s89'41 22 E 128.33 _____Gti'� \�,R? � - E. SAWTELLE PEAK ST. - - - - - - - - - ' "E 113.18 �s 10 .,� , S89-41.38"E 482.35' N81'33 37 74' Q o G 70.00 70.00 70.00 Ir 90.00 38.33' C26 S89 41 38 E 482.35 C10 _ - 17_34_ N 0 3.50______ I„ ------------- 1 O �2 .CS 3 ' o - - ' 70.00 70.00 70.00 70.00 70.00 70.00 44.30 70.82 _ 25.00 n , r r-------- r-------- O r--- 3.50 1 O 1 1 1 1 1 I `�.18.05• -. -. - . - . . - . - . - . - - . - . - . _ . . - . - . - . - . - . - . - . - -. - 4.62' I I 1 13 1 I 1 1 1 0 C25 I - - » r I 1 o 1 W cV M I BLOCK 8 I 1 1 Gi l i - S41'14 30 W r----------1 --------- --------- ---------� r---------� r-T--------- r--------- 3 ! aD r-�--- I I I I I I I I I I I . yl 3 = I I I O Z N J 3 I S89'41 22 E 1 iq 5.0 1 1 1 1 1 ao 1 = N o = I , 1 8.59 1 1 1 1 1 1 1 1 1 1 1 �r I 38.33 I 3 ! 3 ! 1 1 3 1 I O N 3 1 I 3 1 an Q r N o N 0 N o I BLOCK 8 •- i I = _ 3 = 3 N•- = 3 1 = U l 0 N O o0 - N O 1 (3 3 N O N O N O N O N O N O N O N N N ?� N 12 0 11 r N 10 N O I I: O M $ 3 10 N 11 o O 12 coO 13 N O 14 N O 15 W O N O N O N r7 N O = r N r N $ I� 0 to 0 � � 0 r � 0 0 crOM 0 -aro � 0 r � 16 oM 17 oDM 18 c" 19 aD 20 N 21 l/) upl � N i ilk I� 7- N o , o o 0 0 1 0 o ro o r o I 1 I I 1 r r l o I . I 1 I N N N N N I N I r coaD C19 11 i o f � I I I I I I I I I 1 1 BLOCK 6 1 1 I i 1 1 v0i ' 19' ts' 1 i i i l i cn I i 1 I I I I 1 1 1 1 1 1 1 1 - I I r L-------- --------- L-------- 1 1 1 1 1 1 1 1 I I 1 1 0 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 0 l 1 1 I I I f l p 70.00' 1 70.00' 1 70.00' 1 1 1 1 1 1 I I 1 1 5.0' I I i i 1 1 C20 v' 1 1 1 1 I I I I 1 1 1 1 1 1 I I 1 1 , 1 1 2 50' 1 I C21 n O SO'18'05"W L -------------J ---------' L---------J L ---------J L ---------J L ---------J L ---------J L---------J L--------- 1 L --------- ---------J --------- � N SO'18' C-N 1/16 _ 90.00' -_ __68.07�- - 70.00' -- 7200' 70.00' 70.00' - 70.00>✓ __ 70.00'_ _-70.00', _ 67.50'_ _70.00' _ 70.00' 129.32' 12 S.32 - PLS 11118 N89'41'38"W 1148.0T DETAIL 'A' PLS 8960 19.00'19.00' 12.68 SOUTHERN HIGHLANDS SUBDIVISION NO. 4 SKY MESA SUBDIVISION NO. 3 BLOCK s / N SURVEYORS NARRATIVE: 18 19 c Fa G�,G THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY HEREON. THE PROPERTY IS A PORTION OF THE PROPERTY DESCRIBED IN WARRANTY p DEED INSTRUMENT NO. 2019-044729. THE PROPERTY IS ALSO ADJACENT _ 67.50' _ 2.50_' 70.0_0' 77 2 9 x TO WARRICK SUBDIVISION NO. 1, SOUTHERN HIGHLANDS SUBDIVISION NO. 4 Nq ' I 01\Q�0 AND GROUND Y NO. 3. ONUMENTATION FOUND ON THE ERSSA Du PDLA S AND ESTABLISHED SECTIONAL CORNERS RE IN SOUTHERN SKY MESA �'.p TF OF \� �,� SUBSTANTIAL AGREEMENT WITH RECORD DATA AND WERE HELD AS HIGHLANDS SUBDIVISION FcoRY P�� CONTROLLING CORNERS FOR THIS PLAT. SUBDIVISION NO. 3 NO. 4 BOOK PAGE IDAHO 9955 W. EMERALD ST. IL 'A' SURVEY BOISE, IDAHO 83704 DETAIL SCALE:IL ' JOB NO. 20-500 (208)846-8570 P:\Warrick Sub No 4 20-500\dwg\Plat\Warrick Sub 4 PLAT.dwg 1/11/2021 3:21:20 PM SHEET 1 OF 4 GROUP, LLC y. WA BRICK SUBDI VISION NO. 4 NOTES LINE TABLE 1. EXCEPT FOR THE COMMON LOTS, A TWENTY AND A HALF (20.5) FOOT WIDE PERMANENT PUBLIC CURVE TABLE UTILITIES, PROPERTY DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA LINE LENGTH BEARING ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY. A TEN (10) FOOT WIDE PERMANENT LOT DRAINAGE AND PRESSURE IRRIGATION ON EASEMENT IS HEREBY DESIGNATED ALONG Cl 50.00 78.54 70.71 S44'41'30"E 90*00'16' L1 20.84 S89'41'38"E ALL REAR LOT LINES, UNLESS OTHERWISE SHOWN. A FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITIES AND LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR C2 69.00 108.39 97.58 S44'41'30"E 90*00'16" L2 63.50 SO'18'22"W LOT LINES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT C3 69.00 45.37 44.55 S18'31'29"E 37'40'15" L3 63.50 S018'22"W 2. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, SECTION 22-4503, WHICH STATES: "AGRICULTURAL OPERATION, AGRICULTURAL FACILITY C4 69.00 25.14 25.00 S47'47'56'E 20'52'39" L4 35.36 S9'00'21"E OR EXPANSION THEREOF NOT A NUISANCE -EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A C5 69.00 37.88 37.41 S73'57'57"E 31'27'22" L5 35.34 S9'00'21"E NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE L6 35.34 S9'00'21'E SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE C6 31.00 48.70 43.84 S44'41'30"E 90'00'16' THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE C7 17.50 27.49 24.75 N45'18'30'E 89'59'44' AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN C8 17.50 27.49 24.75 S44'41'30"E 90'00'16" AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." C9 120.00 18.32 18.30 N85'56'00"E 8'44'45" 3. IRRIGATION WATER WILL BE PROVIDED TO THIS SUBDIVISION IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805 (1)(b). THIS SUBDIVISION IS SITUATED WITHIN THE NEW YORK IRRIGATION C10 139.00 21.22 21.20 N85'56'00"E 8'4445" DISTRICT. IRRIGATION WATER WILL BE DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION ASSESSMENTS TO SAID DISTRICT. C11 101.00 15.42 15.40 N85'56'00"E 8'4445" 4. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN C12 120.00 18.32 18.30 S85'56'00"W 8'4445" EFFECT AT THE TIME OF THE RE-SUBDIVISION. C13 101.00 15.42 15.40 S85'56'00"W 8'4445" 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS C14 139.00 21.22 21.20 S85'56'00"W 8'44'45" SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. C15 17.50 27.49 24.75 N44'41'38"W 90'00'00' 6. LOT 33, BLOCK 4; LOTS 9 AND 21, BLOCK 6; LOTS 15, AND 23, BLOCK 7 AND LOT 12, BLOCK 8; C16 17.50 27.49 24.75 S45'18'22"W 90'00'00" ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. EXCEPT FOR LOT 4, BLOCK 9 ALL COMMON LOTS ARE SUBJECT TO A BLANKET C17 120.00 17.67 17.65 S3'54'44"E 8*26'12" PUBLIC UTILITY AND PRESSURE IRRIGATION EASEMENT. C18 139.00 20.62 20.60 S3'56'36"E 8'29'56" 7. A LOT 33, BLOCK 4 IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE C19 101.00 14.73 14.72 S3'52'23"E 8'21'29" EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN C20 120.00 17.57 17.55 N3'56'12"W 8*23*18' FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER C21 101.00 14.65 14.63 N3'53'50"W 8*18'34" EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM C22 139.00 20.50 20.48 N3'58'03"W 8727'01" 9. LOT 9, BLOCK 6 IS SERVIENT TO AND CONTAINS AN INGRESS/EGRESS EASEMENT FOR LOTS 7, 8 C23 28.00 23.98 23.25 N6546'34"E 49'04'08" AND 10, BLOCK 6. C24 53.00 45.39 44.02 N65'46'34"E 49'04'08" 10. CITY OF MERIDIAN PEDESTRIAN PATHWAY EASEMENT INST. NO. 2020-159179. C25 53.00 31.56 31.10 N73'15'06"E 34'07'05" 11. ACHD TEMPORARY LICENSE AGREEMENT INST. NO. C26 53.00 13.83 13.79 N48'43'01"E 14'57'03" 12. NAMPA-MERIDIAN IRRIGATION DISTRICT TEMPORARY LICENSE AGREEMENT INST. NO.2020-159178 LA s 7729 N'A �� I,f�t �O O F \'D RY G.CP BOOK PAGE IDAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 20-500 (208)846-8570 SHEET 2 OF 4 GROUP, LLC \Warrick Sub No 4 20-500\dwg\Plat\Warrick Sub 4 PLAT.dwg 1/11/2021 3:22:45 PM P: WA RRICK SURDI VISION NO. 4 CERT FICATE OF OWNERS CZ'BVLWAZE OF SU V YOR Know all men by theca presenls,that Callstpga Pariners LLC,an Idaho Iwrided ILaWfty company,is the owner of the real I,Gregory G.Carter.dg hereby certify that I am a PIofaasrdnal Land Surveyor Ilcensed by the St31a of Idano,and that this plat as pfe"hereafter de&Cnbed described in the^Certikwla of Owners"was drawn from an aculaf survey made on the ground under my street supervision and A parcel at land located in the NW 114 of One NE IN of Sectdrl 32.T3N..R.1E..B M..Ada County,Idaho more accufalo represents the paints platted thereon,and is In ounfwmPly with the Slate of klaho Code rslaM1rmg to plats and surveys ,arbmtany das ihad as follows ConvnenGl7g aI the N114 owner of said Secton 32 ffnm which the NE caner of said S>actvn 32 hears South 89'4348' C' Easl.2656.26 feet s thence along the West boundary line of Warrick Suodwsibn No.2 as filed in Book of plats at Pages through 7729 =rd5 of Ada County Ida"Bnd The nbrlherly awtanslnn Iheracf and ilia West boundary Mina of Warrick Subdlk san No.1 as Gregory G.Carter a v t6k��` P.L.5.No.7729 pled in Book 1 i8 of Plats at Pages 18207 througn 18211 reedrds of Ada County.Idaho South 00'18'3B'West.115.75 feet to r,+�gr hap�4 Ilme SW miner of Lot 3,Block 6 of said Warridt SubdMmon No.1.point also being Ina REAL POINT OF 8EG}NNING. -'rrY G G 11 Wenve a"the South boundary Ilne of Said Wo mdk SoMiWtslon No +fur the following 3 courses and dlstonivs Inence South BF412T,East tat 00 fgo thence North 84'S0'48"East,35.17 feet. rtience South W4112'East,12100 Feel to the SE torso of Lot 17 Black 4 of said YvtriCk Sulodlvisidh No 1.said posit i lw being the HE corner of 1.04 1S.Black 4 aT Vvarn&Subdivision No 3 as Thad rw Book of Fats at Pages dvdugh AC"OWLEDOYENT records or Ada Courity,tnarw, theme along the eklenor boundary Ill%dr Mid Warrant Suganlsrgn No.3 the Mom"11 courses ano oiatsinces State at Idahg' )5.5. +hence Soubh 00.19W'West 70.00 fast: county of Atha) v turbo Baum Wit M-East,T21.00 feet; On this day of 2C ,Wore me Iha underslgnad.a Notary Public In and for salt Stale.partanally appeared Joseph Atalta,known or Idenlrfreo la Ine to be Ilia rrrarager of Calrsloga Partmini.LLC.,the Idaho Ilm+lsu IIabII-1y wmpany 1hP.,,W North DO 10709'Hash 69.00 Fact; that ekecuted the rhslrunlent dr the person who exe lad the instrument an behalf of sold Irrnrtad liability company and acknowledged To me that acid Ilrrulad ksbilin,company eh tad the same thnnoe South 00^1911'y4est.55.?t fleet; lhanbe Saan1 W41W Eaet.V%-01 Teel, In witness whereof.I have nersunto set my hand and atLxed fny official seat Ina day and year In thls swtlficare hitch above written thence North 82r10.SV East,70 71 Feel: My t»mmlWon exwros Notary Pubic for Ida" thence South 89'41Y1`East.295 N feel; Residing to Idano thence South W*1lw1r(Nest.120.55 feet: thence South 59'41'38'Eest 47.04 leeL ttrence South OX1 S'Z7 Vvemt TWOO reel: thence South 00'l8'05'West.30.00 feet to a point on Ine Nonni boundary sane of elackrock Subdlvlsuhr.No 1 os fleo In raw 96 of Plats at Pages 12003 through 12008,records of Ada County Idaho. thence along Ine North boundary Iwre of said 8lackmck Suhdlvlsron No 1 and Ilia North boundary line of Svulhern Ngntenfls Subdivision No 4 as filed In Bgdh 108 of Plats aF Payee 15elS through 15019,records of ACa County.Idaho.NOM 8o'4V38'West 1.148.07 feet to the SE odmer of Whilebart Subdw,dion No 2 as tied It BWO 112 of Ptals at pages 18434 Through 13436 Tomirds of Ada County_Idaho. thence along the East log ndary line of said MrIebark Subdwiston No.2 Npnh 0018'38"East,421 39 feet to the REAL POINT of HERINNING CwMuning 6 94 acres,meta or fees. It is the wdantson or the undernurhed to hereby include the above desdnbed drbperLy In this plat and to dedw:ate to the public the pubic sheets as shown on this plat.The easemeora lndwAted bra saes plat are not dedldatkd In rhh.public Ftrwevm line light to use sad easeman"parpetualty reserved for public utkiVes are for such other uses as designated hereon no permanent ShruClurfi rather Than far such utility purposes are to be afeded wtthm the kmI[s of Sold easeunenl5 WI l06 kh[his plat MI be r:tgMf?to tattelva walef service From an ardsting City of Mean main line locale l adjacent to the wbtect subdrmail1, and CIry of Meridian has agreed in wnling to serve all the lots in thissubdivlsion. Callsroga Pannars.LLC..an Idano limited lladllity company JcsoM Atalla.Manager IDAHO ybSS'h'E,teaci n ST. SURVEY dasE,@AM0dd1d1 FOB NO. 20-500 2a815466570 W. ,,—o .PaTAK IVW rho 1:Ar.�_u SHEET 3 OF 4 a GROUP, LLC WARRICK S'UBDI VISION NO 4 fIEALTB CEMPICATE 0ERTIFR7ATEr OF COUNTY SURVEYOR Sarnitary reshlruan6 rls+egoired{iy Who Code Title 50.Ehapter 13 brave been oafisFied based on a review oy a 1,flee uadersigned.Professional land Survaynr n ana For Ada County.Idaho,do hereby.rattily Ihel I havF Qualified t.•censed PfafeSSIMal Engineer[CLPEI representing City of Mendlan rubric Works,and the RLPE appraral necked IhO At arid IFat it camplws with the State of Idaho Code retailing 10 prow and surveys of the design plans and 9peo llcaoons and the condilp+K Imposed on the developer for oomirwed saiWachon of the sanitary restrwjions Buyer is cautioned Thal at the lime of Ikea approvat no driAng wafer exlgns+drrc or Sewer extensions ware sanavuded 6u+ldmg consinkiZon can tm arlowed with appropriate oulfdrhg permrts itCnnidng water axlen%iona Gr sewer exfen�have since peen wnstruaW or rF the aevOoper Is ssnultanaousiv CarWructing Nose Tacltrties If me developer Fails to caustruct faciiihes.than sanitary rimiriMns may be Te"Posed,in accordance With SeGrDn 5f1-1328.tdaho Code.by the Issuance of a Cerdficate of bisapproVal,and no construction of any budding or .dimly Surveyor s elter fequdng dunking water or 9ewerlseptic fatalities vnall oe allowed Central Lttstrzt Frealin Dale CERTIFICATE OF COUNTY TREASURER 1.me underssignod County Treasurer in and for the County of Ma.State of lddriv.per the rqiqu"mgnlF of I C 50-1308 do hereby corny that any and all current andlca deLfrqueM county property laArs for the property Indlu[fgd In Ih+f=dhdiVi$lon have been beau+n futl Tins oar05catiorr Is valid for the nelrl thirty 1801 dpys Mlly APPROVAL OF ADA_COUNTY ffFGHWAY DISTRICT Yha foregorrlg plat was 3rrepted and spproveo oy the Board of Ada County 4gnway Dmndt Commissioners on the pay of Dire county Treasurer Presiderd AC H rI -- COUNTY RECORDER'S CERTIFICATE State of Idaho 1 ,Sv APPROVAL OF CITY ENGINEER County of Ada) I hereby comfy mat mis Instrument was fded For record at the request of MC- I trra undersig Red,City Engineer In and[OF the Cry of MenOian,Ada Cot,nry Idaho.heresy approve MIS plat h kwiac part ti—_O'clock .M.an thus day of .29 in Hook of plats at Page$ rd$trument No. City sneer par Deputy ~_— :x-plhoo Racpfder FEE APPROVAL OF CITY COUNCIL r.the undersigned.Clry Clerk In and for the Coy of Menelin Ada County.Idaho.hereby certify Ala!at a reguisF Meeting of the Cry Ccumi hold on Iha day of Za_lhF plat was duly arxepted and approved City Clerk,MoNlan.Idaho 7 Rho >:Ha�CnsGp, a 7729 A POO �4yy.r� 1300K ay,,E IQAHD aessw.eklewuo st. SURVEY DOME•PDAM 07od JOB NO 20-50o 1290)are-4570 SHEET 4 OF 4 FNGROUP. LLG L0 Cb GENERAL PRESSURE IRRIGATION 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. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS ,:I- HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BEING CONSTRUCTED. CY) BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. O' 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 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 PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 00 z FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. o 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q w � 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. ROADWAY (CITY OF MERIDIAN) Uj 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 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY E VICTORY RD N Z PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE Z cr_ w E - ZONE. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING w of CC o Uj o S C-)AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS cn w o J _ SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. ROADWAY(ACHD) CD n Q Q 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD N N U 0 (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS E. AMITY RD ., e SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. W 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL Z O BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. - WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Uj � 7SITE � C� 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES - (208-387-6284). CONTACT ACHD A MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. o 0 C) 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE J w U N MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE m ENGINEER. ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. LAKE HAZEL RD O = Q 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND ILL WATER THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. ,j ,, m 0 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 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. U N WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE VICINITY MAP Q�� 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. NOT TO SCALE Q 0 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 g. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS W (IDAPA 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 LEI 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 IMPROVEMENTS. U-) 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 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THECschuItzdeveIopment@yahDoo.com RS R - SHEET INDEX - CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO DEVELOPMT SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. SCHULTZ C1.0 COVER SHEET, GENERAL NOTES & VICINITY MAP 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 BOX 1115 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE N, ID 836 C2.0 FINAL PLAT BEDS, DRAINAGE SWALES). DETERMINED BY THE FIELD INSPECTOR. 880-1695 .com C2.1 FINAL PLAT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. LATEST EDITION OF I.S.P.W.0 AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. C3.0 STREET PLAN & PROFILE - COLUSA & PLUMERIA 13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC C3.1 STREET PLAN & PROFILE - SAWTELLE PEAK 0 SEWER WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION) DEVELOPER C3.2 STREET PLAN & PROFILE - SAWTELLE PEAK & CARNEROS Q � 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT C3.3 STREET PLAN & PROFILE - DRAINAGE & STREET DETAILS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ACHD INSPECTION SERVICES AT 208-387-6284. BERKELEY BUILDING CO Q 2275 S EAGLE RD, SUITE #185 C4.0 MASTER UTILITY PLAN LLJ :5i 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH MERIDIAN, ID 83642 IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER POLICY AND EXISTING PAVEMENT MARKINGS. 208-995-2885 C4.1 SEWER LINE A PLAN AND PROFILE C) >_ MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN C4.2 SEWER LINE A PLAN AND PROFILE ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). STREET LIGHTING C4.3 SEWER LINE B & LINE C PLAN AND PROFILE n U 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A C4.4 STREET LIGHT PLAN LL MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. SURVEYOR C5.0 SITE GRADING PLAN 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT IDAHO SURVEY GROUP C6.0 PRESSURE IRRIGATION PLAN U RULES (IDAPA 58.01.16). HTTPS://CMZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. GREG CARTER P.L.S. 4. PLACE SEWER SERVICE LINES IN A SIX 6 INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 14ER E. WATERTOWER C6.1 GRAVITY IRRIGATION ( ) 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE MERIDIAN, ID 83642 STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). AND ASSOCIATED WIRING. 208-846-8570 C6.2 GRAVITY IRRIGATION 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN w SHEET TO 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. DEPARTMENT HPRIOR ETO REQUESTING ET LIGHTING EFINAL ANSPECTION R SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS ENGINEER (AWE IDIAN APPROVED FORCL THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. ,oAHo CK-ENGINEERING CONSTRUCTION C,6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY , 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA SHADOW JUNGENBERGCONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. ? o DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 1300 E. STATE ST, SUITE 102 These plans and/or specifications have been reviewed for CC a, o EAGLE, ID 83616 compliance with Meridian City Standards and Specifcations. N `� 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE 208-639-1992 This review does not relieve the owner, engineer, or contractor .M o 0 ROADWAY SURFACE. DRAINAGE SHADOW@CK-ENGINEERS.COM of the responsibility to design and/or construct those facilities z N o Y in compliance with all current applicable federal, state and local w - o o 04 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. laws, rules, regulations, ordinances, development agreements, � `" CD Uj MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. specifications, orders or approvals, all of which the City retains z "' n z Ln N N o FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND the right to enforce. Inconsistencies not noted by City staff shall �L! 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE 7not be construed as approved unless specifically addressed o N INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. - BENCH MARKS - in writing by the City. Any proposed revision to these plans must V �' M C° be submitted for review and compliance with the Meridian City °' � 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. NAVD 88 DATUM Standards and Specifications before said revision is constructed. z U BEFORE DIGGING, CALL < = Q J DIGLINE AT 1-800-342-1585 Name Date C:) U o LL_ o ACHD STANDARD REQUIREMENTS 0 TBM#1 ELEV 2676.15' S\ONAL F CHISELED 'X' IN BACK OF SIDEWALK 5 `, ST tic 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND N 690303.90', E 2462177.42' Plans Are Accepted For Public STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS $ �p Street Construction 9412 OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, %%rb . .e LISTED BY DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE Deslgn&Consauedcnauppsrmon[alApedlRaedone By stamping and signing the improvement plans, the Registered 12/18/20 a Engineer ensures the District that the plans conform to all District C'ST TE OF \,D, P policies and standards. Variances or waivers must be specifically y� 16 and previously approved by the District in writing. Acceptance of the IDS. KIN�� improvement plans by the District does not relieve the Registered Engineer of these responsibilities. SHEET BY DATE C 1 0 ADA COUNTY HIGHWAY DISTRICT LO 00 Ln I N I O O 00 � z 0 PLAT SHOWING Q W WA RRICK SUBDI 17ISION NO. 4 w z LOCATED IN THE NW 1 /4 OF THE NE 1 /4 OF SECTION 32, T.3N., R.1 E.$ LEGEND J B.M., ADA COUNTY, IDAHO BASIS OF BEARING CP&F 112102945 2021 1 0 FOUND 5/8" IRON PIN, PLS 7729 Q --- S89'43 43 E 2656.25 -_ - ❑ FOUND 1/2" IRON PIN, PLS 7729 J 1/4 S.29 E. AMITY RD. S.29 S.28 ,gyp S.32 S.32 S.33 d�` 0 FOUND AWMINUM CAP MONUMENT Q CP&F , 2017-120266 0 SET 1/2 IRON PIN WITH CAP PLS 7729 U I� I 0 SET 5/8" IRON PIN WITH CAP PL5 7729 UI I I W A, CALCULATED POINT z W.C. WITNESS CORNER cb -- -- SUBDIVISION BOUNDARY LINE V I 3 Q in[ LOT LINE r- sEcnON uNE WARRICK SUBDIVISION NO. i ___ w II BLOCK 5 E< BLOCK 4 RIGHT-OF-WAY LINE O I (D g N84'50'48"E C)� 1 I - - - - - CENTERLINE LL REAL POINT OF I 38.17' 1 Q I 10 60 ISO ------------------------ EASEMENT LINE BEGINNING S89'41'22"E 121_00' Q 0 30 120 m 589 41 22 E 141,08 ¢ . - - - - - - EASEMENT LINE -------3 J r---- -------- -----� r-------- F ., SCALE: 1 = 60 17 LOT No. 1 i 19.09' 1 19.09 'co O 1 - J o; G ; I v 4 v i i 30 j n 18 , LJ . " ^ �'< ` N 1 90 00 00 E WARRICK SUBDIVISION X0.3 1 �-u-----S89'41'22"E-----I N�� __Ns9.41'z2~w-----1 _S89441'?2"E 121.00' 59.00 3 p I I I 1 19.00, 21.00' J i 11 r- ; ; 93I a 3 BLOCK 4 01 i : 19.00'I_ ��So'19'11"w BLOCK 7 �, c� Q ; - o N I r- i m r, 35 ! a I ,°� I 55.31' ,. 589'41'01"E 295.00' BLOCK fi I v 10 ^ i 31 N ^� ; 1 0 to N ! S89'41'38"E 256.01 N82'�❑ 34 E -- _ -- -- 76.00' 707R 70.00' 71 .� r----------� r --- - -- r---------� r--- --� 1 , " I I N N L_.N89'41'22"W---.._-J 1. L-----SB9'41'22"E---i I 3 3 31 62.01' 52.00' 62.00' 7O- -70- 1 I I 15.00 1 1 1 ❑ 1 L------589'41 22 E--- -� N N I A R s - F---------I r-------- r----------i r---------- r-- 1 I I 1 i I I LL7 3 1 w ---121Aa'-------� `------121A0 ---� I I I I I I 1 1 n r--- ---141.0Q -----� co 1 1 I 1 I o ! 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C+ �- - 33 N L._-- J L_____-__i L_____ J C14 35.29 70.0a 70.00 70.00 o I a '_ _ _ _ _ _ _ _ _ . -Z161 ��,, s - - - - - - - - 3.5 '- . 62.00' fi2.00' f 7d.813.18' C12 S89'41'38"E 260.29' 19.00' 1^i S41'14'30 W �� N89'41'38"W 193.50' �'� 19' N8y•33'37 E S_89'41 38 E 3Q7.34 _ _ _ m S89'41'38"E 215.86' N81.33_�" 1 8 57.34' 250,00' E. SAWfE!_LE PEAK ST. , 1 L- SAWTELLE PEAK ST. L___S89'41 22 E 128.33-__-_G7. � - - - - -230.00' _ - _ _ 252.38 _ _ _ C9 C1 L1 • ' 3 �,? � "E 113.18' �i CO N '41 38 W 213.5a' 19.OaJL \ Ir E. SAWTELLE PEAK ST. �, " ,S89.41'38"E 482.35' 1y81.3:37 S 1 a �+�` 70.00' 70.04' 70.00' 7.�4 a _ __ _ _ _ _ _ _ _ 90.00' 3$.33' C26 S89'41'38 E 4$2.31 ------ r-- ---- I r ^�--T^_-�_-- 9 2 � C5 -Cl . 70.82' � � �-'17v34' N a 3.50'----- h Q 1 25,00' 1 G ,. 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 44.30' - ❑ _ F-- 3.5D 1 ❑ 1 1 I I 1 I 1I0 _____---� r ------� r-__ -_-� -__-----I r- -----1 - - - 4.62' r-- 3 ; .a ix i9 I i BLOCK 8 ! i S41'T4'30 W T �____-� f�____�__ 1 i 1 v Z �v J 3 I i !Qi �t I S89'41'22-E 1 I I I I 1 1 1 1 - u3 S. -'^� 1 I r �!: ao - [V a 3 -I i t 1 1 1 , 1 8.59 I 1 1 1 1 1 1 I { 1 �7 I (y p 1 1 3833 I 3 I 3 I ION 3 I 3 I a =- N C1 Cy p N G I I BLOCK $ 3 3 3 .- 3 1 t 10 cv 0 I *-3r co3 ! iv b cv o iv o iv g N g N gN N o iy N -v� 3 [] rn 12 "s10 11 nt 14 00 I I: °Ira' �S "' 10 N 11 -allo 12 0 13 14 15 r 16 `'' 17 `" 18 N "� 19 0 n r�q r `� r ;" ; N '00 Lfiw T r r- CO- "�] V) pp 20 N 21 N r r 1 U�7 9 I w r O 0 0 I 0 G7 p D co 0 -• 1 I m 7- 1 r- v' u? sn Va I N f v? i N i V� v} o CO v C19 I U3 1 i 1 I 1 E BLOCK v 1 I I f f --_. `_ _J �__----___ a ------------- 0 1 I ; I I r 7a.o0' 70.00' 70.00' 1 1 I 1 1 1 ] 1 1 1 1 1 I I I I I I O I I 5 0' 1 i 1 1 C20 _ .y 1 1 1 I I I 1 I 1 1 1 1 I IL I 2 50' I I { E C21 f] f 0 18'05"W ___�____J �---,---' L------�-_J ---------J L______�__J L---------- L---------- L_ __J L________wJ L _____-__- t_- _--___- L__-_-___--i N 1 �❑.ao� C-N 1/1 fi 9a.00 __ --BS.a7�_ _ 7Q.Da __ 7�.OD 7a.OQ 70.a0 70.00 70.00' 70.00' _67.50' 70.0Q' 70.QQ' 29.32' __ S.32 - - _� -_� - -- - -- - - - - -- PLS 11118 N89'41'38"W 1148.07" �r DETAIL A PLS 8960 1268 - • 19.00 19.0a' w CL SOUTHERN HIGHLANDS SUBDIVISION NO. 4 SKY MESA SUBDIVISION N0. 3 N N � O 3 0 LLJ 6 ) W NMI o BLOCK 1 r. % ♦- � cMO ii .1 SURVEYORS NARRATIVE: ? w 0o � a- a w 0 N V) 00 ¢ Q 18 19 G F �',� THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY HEREON. Z N CD w C i 117 THE PROPERTY IS A PORTION OF THE PROPERTY DESCRIBED IN WARRANTY � ujoo DEED INSTRUMENT NO. 2019-044729. THE PROPERTY IS ALSO ADJACENT o87.50' 2 5D' 70A0' a 729 TO WARRICK SUBDIVISION NO. 1, SOUTHERN HIGHLANDS SUBDIVISION N0. 4 �[ o ' m (P a AND SKY MESA SUBDIVISION NO. 3. MONUMENTAMON FOUND ON THE V Q I�1 GROUND PER SAID PLATS AND ESTABLISHED SECTIONAL. CORNERS ARE IN °� o SOUTHERN SKY MESA �''� 9�E pv 1aP <c,� SUBSTANTIAL AGREEMENT WITH RECORD DATA AND WERE HELD AS z HIGHLANDS SUBDIVISION fiGpRY � �P�-� CONTROLLING CORNERS FOR THIS PLAT. < = Q J S UBI]IVIS.ION NO. 3 NO. 4 oc� oLLo BOOK PAGE IDAHO 9955 W. EMERALD ST- DETAITAI 1"�5'L 'A' JOB NO. 20--500 SURVEY BOISE, IDAHO83704 (208)846-8570 P:\Warrick Sub No 4 20-500 d+n \PIat\Warrick Sub 4 PLAT.dw 1 11 2021 1 21:20 PM SCALESHEET 1 OF 4 GROUP, L LC SHEET C2 . 0 LO 00 Ln i N CM I O 00 � z 0 Q w WA BRICK SUBDI VISION NO. 4 w z J J J Q U C� Z CD CD NOTES 0 LLI LINE TABLE 1. EXCEPT FOR THE COMMON LOTS, A TWENTY AND A HALF (20.5) FOOT WDE PERMANENT PUBLIC CURVE TABLE UTILITIES, PROPERTY DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA LINE LENGTH BEARING ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY, A TEN (10) FOOT WIDE LL PERMANENT LOT DRAINAGE AND PRESSURE IRRIGATION ON EASEMENT IS HERESY DESIGNATED ALONG LL Cl 50.00 78.54 70.71 S44'41'30"E 90"00'160 L1 20.84 S89'41'38"E ALL REAR LOT LINES, UNLESS OTHERWISE SHOWN. A FIVE (5) FOOT WIDE PERMANENT PUBLIC w UTILITIES AND LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR 00C2 69.00 108.39 97.58 S44'41'30'E 90*00'16' L2 63.50 SOI8'22"W LOT LINES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT C3 69.00 45.37 44.55 S18'31'29"E 3740'15' L3 63.50 SO'18'22"W 2. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, SECTION 22-4503, WHICH STATES: "AGRICULTURAL OPERATION, AGRICULTURAL FACILITY C4 69.00 25.14 25.00 S47'47'56"E 20'52'39" L4 35.36 S9'00'21"E OR EXPANSION THEREOF NOT A NUISANCE -EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A C5 69.00 37.88 37.41 S7357'57"E 31'27'22" L5 35.34 S9'00'21"E NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE L6 35.34 59'00'21"E SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE C6 31.00 48.70 43.84 S44'41'30"E 90'OO'16" THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE C7 17.50 27.49 24.75 N45'18'30"E 89'S9'44" AT THE nME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN C8 17.50 27.49 24,75 S44'41'30"E 90'00'16' AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." C9 120.00 18.32 18.30 N85'56'00"E 8'44'45" 3. IRRIGATION WATER WLL BE PROVIDED TO THIS SUBDIVISION IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805 (1)(b). THIS SUBDIVISION IS SITUATED WITHIN THE NEW YORK IRRIGATION CIO 1139.00 21.22 21.20 N85'56'00"E 844'45" DISTRICT. IRRIGATION WATER WILL BE DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION ASSESSMENTS TO SAID DISTRICT. C71 101.00 15.42 15.40 N85`56'00"E 8'4445" 4. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN C12 120.00 15.32 18.30 S85'56'00'W 8'44'45" EFFECT AT THE TIME OF THE RE-SUBDIVISION. C13 101.00 15.42 15.40 S85'56'00"W 8'4445" 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS C14 139.00 21.22 21.20 S85'56'00"W 8'44'45" SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. C15 17.50 27.49 24.75 N44'41'38"W 90'00'00" 6. LOT 33, BLOCK 4; LOTS 9 AND 21, BLOCK 6; LOTS 15, AND 23, BLOCK 7 AND LOT 12, BLOCK. 8; C16 17.50 27.49 24.75 S4518'22"W 90'00'00" ARE COMMON LOTS WHICH SMALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, EXCEPT FOR LOT 4, BLOCK 9 ALL COMMON LOTS ARE SUBJECT TO A BLANKET C17 120.00 17.67 17.65 S3'54'4-4'E 826'12" PUBLIC UTILITY AND PRESSURE IRRIGATION EASEMENT. 7. A LOT 33, BLOCK 4 IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. C18 139.00 20.82 20.60 53'S6'36"E 8'29'S6" THIS LOT IS ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE C19 101.00 14.73 14.72 S3'52'23"E 8'21'29" EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN C20 120.00 17.57 17.55 N3'56'12"W 823'18" FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER C21 101.00 14.65 14.63 N3'53'50"W 8'18'34" EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM Q C22 139.00 20.50 20.48 N3'58'03"W 827'01" 9. LOT 9, BLOCK 6 IS SERVIENT TO AND CONTAINS AN INGRESS/EGRESS EASEMENT FOR LOTS 7, 8 C23 28.00 23.98 23.25 N65'46'34"E 49'04'08" AND 10, BLOCK 6. C24 53.00 45,39 44.02 N65'46'34"E 49'04'08" 10. CITY OF MERIDIAN PEDESTRIAN PATHWAY EASEMENT INST. NO. 2020-159179. C25 53.00 31.56 31.10 N73'15'06"E 34'07'05" 11. ACHD TEMPORARY LICENSE AGREEMENT INST NO. C26 53.00 1 13.83 1 13.79 j N48'43'01"E 14'57'03' 12. NAMPA--MERIDIAN IRRIGATION DISTRICT TEMPORARY LICENSE AGREEMENT INST. N0.2020-159178 � w CL s Q �} L LA N NUj Y f CL '7 7 �9 -Q 1- ckf 6 0 W � r) M gCULj W �00r oP z 05 Q-�� Qu CL CRY Qf G.GP z UlCDw co Y O N jj W Ln CJ N N CD d = O N V �2 m m o w o z � Q w L = Q o U o Ll- o BOOK PAGE IDAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 20-500 n (208)846-8570 P:/Worrlck Sub No 4 20-50,3\dwg\Plot/Warrick Sub 4 PL AT.dwg 1 11/2021 3 22:45 PM SHEET 2 OF 4 GROUP, LLG SHEET C2 . 1 LO 00 W V_ i N SEE SHEET C3.1 c BLOCK 4 M j Cn SEE SHEET C3.1 0000 w O V I i i� i I 33.00' w � z 11 i - 1 ��I I�i I BLOCK 7 38.bo' 0 Cn ILL! I -;� j� I 0 30' 60' I LLJ LU (z cn 3+19.77 16.50'R N I jl�I� I N o cn SCALE 1" = 30' V I 1 1 I I O 1 I I O 0+41.50 16.50'R �, z I I w 77.84 TRC ( I Y J I 38.00' I I I I I 78.43 TRC o Q I I J I II cri Lq W O i o I �', I o 77.68 TRC CE 303. 0' ! 3+01.73 16.50'R � � � UI 11 �li I o w KEYNOTES: V I , co � 11 I Of - v o i o N I i cl� 1 t I o �F- 3+01.73 16.50'L 77.68 TRC co ^ i II Jo ^ j � 1IN o 00 0 1 II I o o W+ o '� --- -� I � 2+23.19 16.50'L 3+01.73 -Sri rn II II "' � "' ~ o / + I I I + r7 o ^ 1 ,�'� �� O REMOVE TYPE II SIDEWALK BARRICADE WITH KICK PLATE. SAVE 1 o I I I I I 76.91 TRC rr,- - - 77.76 CL �± _ + I ' Pelt- 2618 ' + + Q 1 J ` 1 I 11 0 o cn O BARRICADE FOR LATER USE ON SITE. J I I Al / M l 1 11 � 8 W � MM� Z / ' R?o W 1 � 6 �� 4 I 0 2O REMOVE TYPE III ROADWAY BARRICADE AND SIGNS. 1 `� Q I 7 s 2x Q Y 2+05.09 I I I 0+41.50 0 71% 1 I I 78.33LIP 78.11 LIP b o �6 77.63FG �g = 1 1 I 78.22LIP 0+00 W I _ 1 + I - 2+I00 s 77.47FG ) g6 1 a I 79.66 CL o o I 1 1 78.48 CL O z a - - o o ' '' 'I I _ CD CD 78.34 CL 3 25' COMMON DRIVEWAY. SEE DETAIL ON SHEET C3.3. Y I 0+00 - i I it ��COLUSA AVE. "' co 2+23.19 , �� Tic S0� Y ' 2+00 - I - I 1 00 0+61.50 - { 0 00 (D v I 76.06 CL I t I ► ; I 76.99 CL v 6 S. PLUMERIA AVEI I I r 78.62 CL � - Ix I I j 78.19LIP 1�6. � I 6 I 10 � 9 O4 REMOVE "NO PARKING FIRE LANE" SIGN. Q 1 0 0 3 I \ j l 78.04FG � 1 ' 77.99LIP W I I 8 tl I I 2+55.74 16.50'R rn R2p,00 �N/ M of o I l i I �� Of 77.23 TRC O 2 I i J - O REMOVE TEMPORARY EMERGENCY TURNAROUND. L.f_ c� 0 cif ur� 1 I U �n (L/ I I I � 7 o I I b 77.90LIP cD I` / I n `� \\� 77.82FG cfl 4 I I i // O O 00 + `� 6 /l I "' o "� I I o Vn Lq o O ''). o I / CONNECT TO EXISTING CURB, GUTTER, SIDEWALK AND ASPHALT. W - Q o + /I i I ^ + \` ^ + '� In I + I r- `�� J ' CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF 00 `v N I I I 0 0 0 / O DISCREPANCIES OCCUR, CONTACT ENGINEER OF RECORD FOR POTENTIAL m Of o l RE-DESIGN. N i I I ' I 3 U I II II I 0+41.50 16.501 r, 78.40 TRC Q O \`� i I II �I I 78.38FG 25.00' 78,38FG f SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT. REPAIR PER ISPWC AND o O ACHD SUPPLEMENTAL DRAWING SD-301, SD-303, AND SD-806. Q O �� I ►-�flln I I •� 5 I II W 0 O I I yyI 'I I O --- ------- I it it INSTALL PEDESTRIAN RAMPS PER ISPWC AND ACHD SUPPLEMENTAL W \\ ' I i►' If b 38.00'33.00' M " 8 O DRAWINGS SD-712H TYPE H1. I I ►I ; --_ _ f lr 0 ��`I I , BLOCK 6 E BLOCK 4 BLOCK 6 I it I INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL 1 i4 it O DRAWING SD-708. SEE SHEET C3.1 10 WIDEN SIDEWALK AT COMMON DRIVEWAY TO BACK OF CURB. SIDEWALK TO BE 6" THICK AT COMMON DRIVEWAY. Q W 1 1 BEASLEY LATERAL. SEE NOTE 2 ON THIS SHEET. W O NOTE: q� COLUSA-SAWTELLE PROFILE PLUMERIA PROFILE 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% 0+00 1 +00 2+00 3+00 3+50 2+25 2+00 1 +00 0+00 WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO VERTICAL SCALE gyp° THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE VERTICAL SCALE gyp• COLORED 'TRAFFIC YELLOW' Q Ox �� 2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS 0 3' 6' 0 3' 6' Px� LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA O TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC 0 0+18.50 Q Q� SPECIFICATION AND A COPY OF THE COMPACTION TESTS. U O N SCALE 1" = 3' GB 2678.05 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 0") MIX, PG 64-28 FIVE INCHES SCALE 1" = 3' CD 00 U_?10: oo M (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH ( ") MIX, co 'T� on Co 6 06 PG 58-28 TWO AND A HALF INCHES (2.5") THICK FINISHED GRADE o N r- o+co 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR 2680 rn N 2680 2680 °' +o -2680 VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS Ki r- CD " 5. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND +v CD -0.40% OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 0 o EXISTING GRADE N 0.72% +t -0�90% Uj 0Uj 00 0.97% _ - -- - - - - - - - - - - - - - - -C14 �' q 0.00%-2•pp% o _ _ - - - - - - - - - - - - - - - - - - I - CL - - - - - - - - - I N I 0 3 EXISTING GRADE L I N FINISHED GRADE U 2675 2675 2675 2675 W N N Uj W 00 � N o � � CL 4" PIRR Cz^ w o w o Cr � V Q W C4 N Q � J (> W OJ L Y o N W C) V) U N r7 2 � CD x CD a- o � N V �2 m m o w o z � 2670 2670 2670 267000�awLJ = Q oUoL_ o Plans Are Accepted For Public Street Construction �S\ONAL z_ ,1ST C By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically 9412 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered 12/18/20 2665 2665 2665 2665 Engineer of these responsibilities. C, qT 0+00 1 +00 2+00 3+00 3+50 2+25 2+00 1 +00 0+00 tiro S. KIN��P BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 0 LO 00 N LO N W E C'7 _ O _. SEE SHEET C3.0 I �, �\ O f _47 4 BLOCK 4 _ _ - --- ' / 0 30' 60' Cn > w 32 34LLJ w BLOCK 7__----- --___ ____ \\ -SCALE 1" - 30' N - -�_ \\`\� �Z;\\ �. \`:\ 10 KEYNOTES: 22 020 \��`\\`\ 19 to$ J 2+23.19 16.50'L � � o 76.91 TRC CD N, /� ��\ �? O INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL J N � cy � k / `\\`\ \ `9 �- DRAWING SD-708. J O SHEET C3.p 00 33 I� �. \�`\ `�� o U 211d of Jo ^ ^ of Jo Jo `. :�:\\\� Z SEE ~ O � CO � - � `` rn 2O 20' COMMON DRIVEWAY. SEE DETAIL ON SHEET C3.3.CP U C11 0, CD 00 'l- ^ \\ `\ CV CATCH BASIN #2 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING Z W - R 6• h0 �- R20 0 - Ivj 3 SD-604A. 2677.98' TRC, 12" INV 2675.06'. (Q100=1.19CFS,S i 00' -- -- 79.85+CL U Q25=0.86CFS). V 2+55.74 16.50'R _ 77.23 TRC :�- W 4+69.06 6 77.99LIP 78.11LIP oo 8+02.41 /__ Q •� o 0 5+68.23 79.46 CL / - 4 INSTALL t30.5LF 12" C-900 ® 0.49%. V100=3.26 FPS E. SAWTELLE PEAK ST. 78.08 cL 1 77.90LIP 1 78.49 CL E. SAWTELLE PEAK ST. o �.-�- ;�. _ O 3+00 -o - 4+0 - `' 5+ 0 �- - 6+0� - - - 7+00 o - 0 8+0 - /// (n w O 3+01.73 3+89.79 N 4 4+95.23 °v° M / W O 77.76 CL I� �• 5+31.73 / W 78.55 CL 1�; 78.19 CL 78.34 CL 7+84.17 / N CATCH BASIN #1 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING O IL11- it 79.37 CL O5 SD-604A. 2678.02' TRC, 12" INV IN 2674.91', 12" INV OUT / 2674.91'. (Q100=1.60CFS, Q25=1.15CFS). O 0 0 3 '~ EE W - Q o 00 C, P:� f CE o co N O INSTALL t26LF 12" C-900 0.50%. V100=3.88 FPS U N / O O O p _ cD cD N 2 X cD / cL c0 U U U '� O 00 � � � co � cfl F- + 00 CD ^ of rn L0 ao a; ^ `" N / rn N O INSTALL S/G TRAP #1 PER ACHD BMP-01. SEE SHEET C3.3 Q M A i' ^ _ ^ 1 ^ Lcli+) ^ + ^ + ^ + + / FOR DETAILS. 00 Lj_J W 10 ' INSTALL SEEPAGE BED #1 PER ACHD BMP-20. SEE SHEET C3.3 O 11 12 13 ^� 14 15 16 17 i 1 g 19 O FOR DETAILS. iO O BLOCK 6 14' WIDE GRASSCRETE STRIP IS TO BE INSTALLED WITHIN THE i LANDSCAPE AREA IN ORDER TO PROVIDE ACCESS TO STORM O / DRAIN SYSTEM. SIDEWALK TO BE 6" THICK AT LOCATION OF ALL i GRASSCRETE. i 10 BEASLEY LATERAL. SEE NOTE 2 ON THIS SHEET. Q NOTE: n 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% O WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD W n SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' c 2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS L_I-I LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA COLUSA-SAWTELLE PROFILE TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATION AND A COPY OF THE COMPACTION TESTS. Q Q 3+00 4+00 5+00 6+00 7+00 8+00 9+00 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG 64-28 FIVE INCHES (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 6") MIX, 0- o PG 58-28 TWO AND A HALF INCHES (2.5") THICK 000 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR x0 VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS 5. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND CDOBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. o 09 000i of rn +cc 00 I ^ N rM-It N I,cN N co ro (� (� +to o o "'� �� °^° FINISHED GRADE � m +c0 O� M I� c0 6�00 M c^D co + n m +cc �N `nN m w 2680ff N m CD 0.50% ° 2680 CL U 0.41% -0.59% 0.41% - - - - - - - - - - - C4 c, 0.90% 0.44% 0.40% -- - - - - O 3 - - - - - - - - - - - - - - - - I o C.11 Y - - - - - - - - - (� / I I I W N .S I N CL Uj 7 N O cn a EXISTING GRADE L o 2675 2675 Z �' n Ld = ' Y O N W LJ � O V) U N M 2 � x O CD V �2 m m o LL o z � 12" C-905 SD PIPE < v L� VERTICAL SCALE _ Q J oUoLLo 0 3' 6' Plans Are Accepted For Public Street Construction s\ONAL 2670 2670 By stamping and signing the improvement plans, the Registered COcJ GIST SCALE 1 = 3 Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically 9412 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered 12/18/20 Engineer of these responsibilities. C,ST E OF \0P, P S. KIN�� BY DATE 2665 2665 ADA COUNTY HIGHWAY DISTRICT SHEET 3+00 4+00 5+00 6+00 7+00 8+00 9+00 C3 . 1 LO 00 W LO N � N W E C'7 BLOCK 7 CD O S 00 � z 0 30' 60' 0 30, 60' O Q L>LJ �� 16 15 14 13 SCALE 1" = 30' SCALE 1" = 30' w z 0 SEE THIS SHEET //Z ��j�/ W J ' I KEYNOTES: C.J u- u_ 3 � c3 i �'I U? rn 38Qo" .100, / / // BLOCK 8 ' ' ' /' '/ � N N In N H000) N r7 N O) I 0 r 33.00' '/ // \`rn '- co O rn 267g � <r °° ^ I / / // / `\ O REMOVE TYPE II SIDEWALK BARRICADE WITH KICK PLATE. SAVE rn O N / J / / / BARRICADE FOR LATER USE ON SITE. J C) 1 / ` rn c+ 1 I C.LO u M 1 U-) 00i �i/� i J O REMOVE TYPE III ROADWAY BARRICADE AND SIGNS �! ^CT) / CD 9+33.91 i 9+91.24 10+27.74 n c, / 9+00 79.91 CL 80.00 CL _ �� 80.24 CL 79.91 CL E. SAWTELLE PEAK ST. 2 `� /�'i j \N� o N SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT. REPAIR PER ISPWC z W tj �79.85 CL w 10 - D b 11 00 12 00 12 11.24 u� / // / O ^ °O 3 AND ACHD SUPPLEMENTAL DRAWING SD-301, SD-303 AND W -�\�� `�\3 00 o - M - + - - U \\ } Lo o / / // / / o r- w 1 SD-806. 9+54.74 0° `�Q 12+41.24 I + °O / // / / + + rn ` I 0 5 V CONNECT TO EXISTING CURB, GUTTER, SIDEWALK AND ASPHALT. SAWTELLELAJ 80.09 CL o0 77.99 CL \ CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF W f 3 p '/ /' / // / 4 O DISCREPANCIES OCCUR, CONTACT ENGINEER OF RECORD FOR POTENTIAL Q > o 5 RL°� ,' / // / / Y RE-DESIGN. 0 ' U e- W LLj / ----- U 0 5 �' 0+00 i / // 1+17.67 2 O INSTALL PEDESTRIAN RAMPS PER ISPWC AND ACHD SUPPLEMENTAL M I� �\ Q �\\ b � � 3 0+36.50 // �1+00 81.48 CL �I +7 159 3 m m 5 DRAWINGS SD-712H TYPE H1. \ o o O 1 80.24 CL / / // /• c� Ln (!) `� �? u? i 80.53 CL �� / // /_ 81.27 CL _ o O / // �, - 1+53.02 0 82.10 CL Z o I I O \\ co co 00 io / / 00 cn 1+70.59 U (n �J J � n 1,_!" N � r7 , - o z \ a, l / 81.89 CL I �- O6 BEASLEY LATERAL. SEE NOTE 2 ON THIS SHEET. W Q S. CARNEROS AVE. 0/� M �� I � v~i oo i 4 W U 5 5 Q CD \ Q 1 1 000 Cr-' $T ILL! / / o C. NOTE: \\ J U O O N ^ SEE THIS SHEET J /'" � 12 ` �� 10 O I Ld 11 / ~ o 0+ 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% 44 �, W A 9 " , + WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD 20 21 \��`�� `---2680 -- O j Q /� � �, SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO W .� \�`\` .\ BLOCK 8 I N j o � o+ o+ I THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE BLOCK 6 33. 0' \ w i / COLORED 'TRAFFIC YELLOW' 2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS 38. 0' \ `� I LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE BLOCK 7 i SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA o+ 11 �� BLOCK 6 N TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATION AND A COPY OF THE COMPACTION TESTS. SEE THIS SHEET 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG 64-28 FIVE INCHES (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS (� 5. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND O OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. W W � Q O COLUSA-SAWTELLE PROFILE U 9+00 10+00 11 +00 12+00 12+41 2690 2690 CARNEROS PROFILE 0+00 1 +00 1 +71 C>' 2690 2690 W W � 2685 �` ��x 2685 U� o � Q 2685 �� J��x o 2685 rn� rno �o +c°ONo 0000. 'na. moo �o �o ^rn 00 6) � r7 C)+00 Ln 00 +cy)� N O M m c`.i rn C4 A m o��" FINISHED GRADE o c�v M FINISHED GRADE m m o CD �m oo + mU' CD CD O +co C,N Ld N 6) O N m 2 0.42% N -0.90% m CD CL Z68O .40% 0.48% 0.42% 17% +N2680 N N � O cma - - - _ _ - - - - - - - - - - 2680 � 2680 C)_ _ _ _ - - - _ _ - - - - - - - - - -- .say - - - - - - - - - - - _ - - - - - - - - - - - - - - I r - - - - - W cn � I vi a I ' � oo100 N a N o I # Y I I CDcr_ W Q L N Q EXISTING GRADE 6" PIRR Z "' n z Y C) N i W O V) 00= V) U NCD M 2675 4" PIRR 2675 EXISTING GRADE PLACEIRR HOLDERE CD a- CD m VERTICAL SCALE VERTICAL SCALE V � o w o 0 3' 6' 2675 0 3' 6' 2675 z � Q w LLJ o' = Q C:) U o LL o SCALE 1" - 3' SCALE 1°' - 3' Plans Are Accepted For Public Street Construction �S\ONAL z_ ,1ST C By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District 2670 2670 policies and standards. Variances or waivers must be specifically 9412 9+00 10+00 11 +00 12+00 12+41 and previously approved by the District in writing. Acceptance of the 2670 2670 improvement plans by the District does not relieve the Registered 12/18/20 0+00 1+00 1 +71 Engineer of these responsibilities. C,STa TE of \OPT°P y�'DS. KIN�� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 2 LO 00 Ln i NOTE: 18" ADS N-12 OUT 2 ROW 38'-0" ROW N SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 TO SEEPAGE BED SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF r 8'-0' 33'-0" 8'-0" O SEEPAGE TRENCH. �o Q 2'-6" CL 2'-6.. 0020' SEE TRENCH DATA TABLE - THIS SHEET 5'-6" 16'-6" 16'-6" 5'-6" � 5' FROM END OF TRENCH z O TO ACT AS MARKER 14'-6" 14'-6" MONITORING S'/ MqX 12" 12" MPX G�j Q W w I I I I (opF r WELL "A° FOR UNDERGROUND INFILTRATION SYSTEMS ACHD IS NOW INSTALLING ELECTRONIC MONITOR WELL = _� _� I SLOPE 2.00% SLOPE 2.00% S�GP W 0 MARKERS ON EACH CORNER OF THE FACILITY. COORDINATE WITH ACHD PER ISPWC AND N INSPECTION STAFF FOR PLACEMENT OF THE MAKERS DURING CONSTRUCTION AND MONITORING ACHD SD-627F�� PRIOR TO BACK FILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. WELL "B" ~ 1 1 :1oP� CST J II II s� 0 0 0 0 0 0 0 0 0 0 0 m / / 14" - PIT RUN 12" MIN FLAT LANDING BEHIND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �_ �_ 4" - 3/4" MINUS SIDEWALK (TYP.) BOTH SIDES. — a 12" MIN FLAT LANDING BEHIND CRUSHED GRAVEL Q 18" ADS N-12 PERFORATED PIPE. 12" C-900 IN SIDEWALK (TYP.) BOTH SIDES. CONCRETE SIDEWALK (TYP) U PER ISPWC AND ACHD SUP. SEE DETAIL 1 THIS SHEET. w FROM S/G TRAP #1 LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH ( ") DRAWING SD-709. J o O INSTALL SOLID CAP AT END OF w MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK STANDARD ROLLED CURB & GUTTER Q SDMH LID TO BE PLAN VIEW PERFORATED PIPE LU n PER ISPWC AND ACHD SUP. U m Q FLUSH WITH FINISH MONITORING WELL SD-702 w GRADE TOP OF TRENCH TO BE A MINIMUM 33' TYPICAL STREET SECTION OF 2 FOOT BELOW FINISHED GROUND, PER ISPWC AND ACHD SD-627 n V TOP OF SIDEWALK AND CURB. (TYP) z W LID TO BE FLUSH WITH Scale: NOT TO SCALE z / / / / / / 12" C-900 IN FINISHED tU2678.25 NATIVE BACKFILL TOP RFACE c) OF TRENCH �� j��j��j�� FROM S/G TRAP #1 _ DRAIN ROCK SLOPE% MIN. N o _ MAY BE OVER PIPE � 2674.68 TOP CD o 0 0 0 w OF CONC. 0 W o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o w x V) M I I I o w EXTEND NON-PERFORATED PIPE I I m 20" PAL 5' EP 25'-0" EP 0 � Q MIN. OF 5' INTO SEEPAGE BED 2" FRACTURED ROCK a DRAINAGE GEOTEXTILE o 2674 78 m 0 TYPE 1 (ISPWC SECTION ,�, 12 INV IN 6" MIN. 2674.00 N 2050). OVERLAP MINIMUM n 18" ADS N-12 INV U SEE TRENCH ELEVATION TABLE FOR BOTTOM OUT TO SEEPAGE BED OF BED AND BOTTOM OF SAND ELEVATIONS OF 12" ON TOP AND SIDES. FG ON LOTS Q FG ON LOTS F SLOPE 1.75% MAX O (LOT 7 BLK 6) EXCAVATE MINIMUM OF 3'-0" INTO FREE DRAINING SANDS AND GRAVEL ASTM C-33 FILTER SAND IN I \ \ U W =jt (TYP.), IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL ACCORDANCE WITH ACHD BMP 04 LANDSCAPE LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE 1000 GAL. SAND/GREASE TRAP #1 SEEPAGE BEDS TO PROVIDE THE 3'-0" MIN. CLEARANCE BETWEEN WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK (� GROUNDWATER AND THE BOTTOM OF THE SEEPAGE BED. - NTS - PER ACHD BMP 01 PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. PLACE 10" MIN. OF 3/4" ROAD MIX. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, FOOT PLATE (TYP.) CONSTRUCT CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO COMPACTED TO 95% DENSITY. 12" BELOW SEEPAGE FILTER SAND OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. ALL SEWER CLEANOUTS AND WATER METERS IN THIS COMMON NATIVE MATERIAL COMPACTED PER THE SOILS REPORT BY MTI DATED AUGUST 15, 2018. GROUND WATER WAS DRIVEWAY TO BE TRAFFIC RATED. TO 95% DENSITY. FOUND DOWN TO DEPTHS OF 9.08 FT. MTI RECOMMENDS THAT BASED ON TEST TYPICAL SEEPAGE TRENCH DETAIL PITS, GROUNDWATER DEPTHS VERY FROM 6.19 FT TO 9.08 FT. A PERCOLATION SCALE: NTS RATE OF 4"/ HR WILL BE USED FOR DESIGN BASED ON THE SOILS REPORT DONE BY SITE CONSULTING DATED JUNE 14, 2019. 25FT COMMON DRIVEWAY SECTION 3 Scale: NOT TO SCALE SEEPAGE TRENCH DATA TABLE FINISHED GROUND TOP OF ROCK TOP OF SAND BOTTOM OF SAND APPROXIMATE100 YEAR DESIGN SEEPAGE BED # DIMENSIONS WXDXL ELEVATION ELEVATION ELEVATION ELEVATION GROUNDWWATER VOLUME 1 15'Wx3'Dx181'L 2677.69 2675.65 2672.65 2671.15 2670.76 3744 W 1. A PERCOLATION RATE OF 4" PER HOUR WAS USED TO DESIGN THE SEEPAGE BEDS FOR THIS PROJECT. 2. A TEST PIT MUST BE DUG AT EACH LOCATION OF EACH SEEPAGE BED. PERCOLATION TEST WILL BE REQUIRED W AT EACH SEEPAGE BED LOCATION. REPORT PERCOLATION TESTING INFORMATION BACK TO THE ENGINEER OF RECORD. PERCOLATION TESTING MUST BE WITNESSED BY ACHD INSPECTION STAFF. SEEPAGE BEDS MAY NEED TO W BE REDESIGNED BASED ON ACTUAL PERCOLATION TESTING RESULT. N5 �gs. �\400e_ I�/ \ I / 3/8" PERFORATIONS IN VALLEY — — — — OF CORRUGATED PIPE. 5 EACH — — \�/ ON 18" PIPE. w 18" ADS N-12 a x a N N � O 3 LLJ 0 N Y U WN � I Na W 00 cn o I 4- w co 04 Cr- W 18" PIPE PERFORATION SCHEDULE Q Iw N Q J 3 — NTS — z c~ w nc� °J Y O N WW = x U N r7CD CD (N V �2 m m o w o z � Q w L o = Q o U o LL o Plans Are Accepted For Public Street Construction �S N�OAL z_ ,1ST C By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically 9412 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered 12/18/20 Engineer of these responsibilities. C'STgTE of \0P' P y�IDS. KIN�� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 3 LO 00 LID N � N �J tiLUC K 5 \ 15 O3 E O O BLOCK 4 O O O O O O O O BLOCK S CID z O d o N 15 14 13 12 11 10 aid al aid _ 16 R \ 0 50' 100' PI BLOCK 4 W 1 22 23 24 25 26 27 28 29 I 7 SCALE 1" = 50' J _ = w Q s O � m << — - - - =F= - - - - WATER KEYNOTES Y O 17 19 M — M — M — M z W 3 EXISTING — — — _ lO REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO EXISTING 8" WATER MAIN. — O WARRICK PHASE-2 BLOCK 4 / — — s — s s / (� I O INSTALL 8" 11.25' BEND _ O 1 m U 0 r EXISTING O U Q I m WARRICK PHASE-3 BLOCK 7 W Q BLOCK 7 00 ' m N I m 1 BLOCK 7 s� WATER METER LEGEND U (n N O6 O O8 9 10 11 \ O O O O ESQ Immp 31 j 35 c 23 3/4" DOUBLE METER SERVICE. O M t aid _ (PER CITY OF MERIDIAN STANDARD DRAWING W-1) X X I N D Id id --- ----- — — — - — — — — — — �W/ D L� �_ _ o {6 m m -- - — — — — — — — --- mN D m — — - r --- 3/4" SINGLE METER SERVICE. cn (PER CITY OF MERIDIAN STANDARD DRAWING W-2) D Z D a = Ir I ;0 m o M m NOTE: Eq �' 12 1. CENTER OF WATER METER TO BE 2' BEHIND BACK — BLOCK 7 BLOCK 7 OF SIDEWALK (TYPICAL). O p 18 17 16 15 14 13 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER N 22 21 20 19 METERS AND WATERWORKS BRASS BE ANSI/NSF 61 _ SHEET C4.2 SEE SHEET C4.3 I CERTIFIED. SH t I 33 aid SEE 3. ALL MIDSECTION WATER LINES NEED 5' OF COVER I 1 D ALL OTHER WATER LINES NEED 4' OF COVER. � I I _ C tL LINE B E. SAWTELLE PEAK ST. Nw -_1E. SAWTELLE PEAK ST. w _ 5INE A - / _ I - I D G� s s LINE A s s N II MSEWER LEGEND 9 w t110 LF I OO EXISTING 48" DIAMETER SEWER MANHOLE I 8" WATER MAIN Q I SEE SHEET C4.2 (CONT. C4.3) EXISTING 8" SEWER MAIN t N I IICI I � NEW 48" DIAMETER SEWER MANHOLE 8O o 10 11 12 13 14 15 16 17 18 19 20 21 D m 12 11 10 O9 I � I m o 2 BLOCK 8 s NEW 8" SEWER MAIN BLOCK 6 D I ±67 LF NEW 4" SEWER SERVICE m 1 I 8" WATER MAIN STA: 6+82 4" SEWER SERVICE LABEL III _� L STA: = SEWER MAIN STATIONING '2 L 43.0' L OR R = LENGTH OF 4" INV. 27.48 aid 1 SERVICE LEFT OR RIGHT OF MAIN LINE. INV 27.48 = 4" SEWER SERVICE DEPTH 10 FEET BEHIND PROPERTY LINE. 1 EXISTING 12 SOUTHERN HIGHLANDSUj a NOTEO 3 0 N Y CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONCcrn �, FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. W N i o w LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL .� M $ NOT BE USED FOR jj EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. z a�' a Y Uj Q W ACV 00 ON Of Q � J !J Cn CD W Ln W of U N OCD C W 2 � d = CD (N � m C IDIAN - APPROVED FOR v m �E IDAHO z � CONSTRUCTION < w awe _j These plans and/or specifications have been reviewed for o U o LL_ o compliance with Meridian City Standards and Specifcations. This review does not relieve the owner, engineer, or contractor Sip NA F of the responsibility to design and/or construct those facilities 5 : ST tic in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains 9412 the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed 12/18/20 in writing by the City. Any proposed revision to these plans must C'61 TE OF \OP O P be submitted for review and compliance with the Meridian City IDS. KIN�� Standards and Specifications before said revision is constructed. Name Date SHEET C4 . 0 M SEE SHEET C4.2 CID w v) _ , N n w 32.2' R O Y ±251 LF 8" WATER MAIN J J INV. 72.30 (� 1 (CONT. SHEET C4.2) I m V) 2 Y m z t226 LF 8" WATER MAIN 3 4 � O t38 LF 8" WATER MAIN 0 50' 100' Cn I IN J� �J� �J� 17. 5' LLJ > + O + O + O I IQ �I IQ �I IQ �I ! 2 SCALE 1" = 50' W 2 � �� 2 �� 2 �� - z M I + - - STA: 2+95 5 32.2 R J I 2 O INV. 71.80 SSMH 4 WATER KEYNOTES Q W 5 4 STA: 2+86.14 J QI4 1O REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO EXISTING 8" WATER MAIN. J C) 2 w w w w _ Q _ a 1 S. COLUSA AVE. 4 r, 3 4 `'' i 1N� 4 M Q b 180° �! �o_ \ INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN - STANDARD DRAWING W-8 �-� 0 S �I 0 0 LINE A 1+00 S S 00 166° 4 \\ \\ 3 ^ � \ INSTALL � 4 W Q I 1 O3 1-8"x6" MJxFLG, 1-6" GATE VALVE FLGxMJ z ` ±12 LF 6" C-900 SSMH 3 STA: 2+48.90 s�� 9 POTABLE/NON POTABLE CROSSING (� \ o.) � �1�,j'�6� O SEE WATER NOTES 2&3 ON SHEET C1.0. - EXISTING SSMH 1 2 2 2 2 X \7 O STA: 0+00.00 O s O5 INSTALL 8" 45° BEND LU I 0 V'I 0 V'I Ln SSMH 2 M U + o + o + o STA: 2+12.45 +`� \ S. COLUSA AVE. �� \ ? 4 I LL N 2 4 m Q O WATER METER LEGEND C� N Y 3/4" DOUBLE METER SERVICE.O O O O \ o 3 o� O (PER CITY OF MERIDIAN STANDARD DRAWING W-1) Q O 9 A0018 I 3/4" SINGLE METER SERVICE. U Id (PER CITY OF MERIDIAN STANDARD DRAWING W-2) W NOTE U� NOTE: PIR CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 1. CENTER OF WATER METER TO BE 2' BEHIND BACK FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. OF SIDEWALK (TYPICAL). LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. METERS AND WATERWORKS BRASS BE ANSI/NSF 61 1 PIR PIR PIR CERTIFIED. GIR GIR Gi GIR _ 3. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL OTHER WATER LINES NEED 4' OF COVER. LINE A PROFILE 0+00 1 +00 2+00 3+00 3+50 SEWER KEYNOTES L� VERTICAL SCALE CONNECT NEW 8" SEWER MAIN TO EXISTING SEWER MANHOLE. O NOTE: O EXISTING 8" SEWER INVERT 2665.83'. Q 0 3' 6' 1.) ALL SEWER PIPE LENGTHS ARE FROM CONTRACTOR TO FIELD VERIFY ELEVATION. IF DISCREPANCIES OCCUR CONTACT FACE OF MANHOLE TO FACE OF MANHOLE. ENGINEER OF RECORD FOR REDESIGN. W 2.) SEWER MANHOLES TO BE CONCENTRIC O SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% SCALE 1" = 3' AND ARE TO BE INSTALLED WITH NO SUMPS. SLOPE 10 FEET BEHIND SIDEWALK. 2680 2680 O INSTALL 4" SEWER SERVICE CLEANOUT. SEE TAGS FOR ELEVATIONS AND LENGTHS Q OF SEWER PIPE. ALL 4" SEWER SERVICE PIPE TO BE RAN AT 2.00% SLOPE. EXISITNG GROUND - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - SEWER LEGEND FINISHED GROUND OO EXISTING 48" DIAMETER SEWER MANHOLE 267511 2675 I I Q EXISTING 8" SEWER MAIN w Uj 0 a INEW 48" DIAMETER SEWER MANHOLE N I:" c) 8" WATER MAIN ' 0 8" ATER MAINcc S NEW 8" SEWER MAIN = w 32.45 LF 8" cn � I o w NEW 4" SEWER SERVICE °O rn o 33.24 LF 8" a SEWER @ 0.45% SEWER 0.45% _ z �' o I Y STA: 6+82 4" SEWER SERVICE LABEL - CO oN Cr 26701 I 2670 -�3 0'7� STA: = SEWER MAIN STATIONING z J N 43.0' L OR R = LENGTH OF 4" C' o z �, Y o N SERVICE LEFT OR RIGHT OF MAIN LINE. o o ; N INV 27.48 = 4" SEWER SERVICE DEPTH = 1 p 1.26% 10 FEET BEHIND PROPERTY LINE. �[ m Q 45 LF 8" SEWER 48"0 S MH 4 V m o i 208. 48"0 SSMH 3 2+86.1 LINE A-SWR z 48"0 SSMH 2 2+48.90 LINE A-SWR 2+12.45 LINE A SWR RIM 2677.1 t RIM 26 7.4t Q w � LLi RIM 2676.8t 8" IN 2668.90-SE 8" IN 2 69.15-E _ _ E IDIAN - APPROVED FOR � = Q J 8" IN 2668.65- 8" OUT 2668.80-N 8 OUT 2669.05-NW IDAHO � U � � � 2665 LJ 8" OUT 2668.55 N 2665 CONSTRUCTION S 48"0 SSMH 1 p RO N F These lans and/orsp ecifications have been reviewed for 5 Ttic 0+00.00 LINE A-SWR compliance with Meridian City Standards and Specifcations. RIM 2676.0t This review does not relieve the owner, engineer, or contractor 8" IN 2665.93-S of the responsibility to design and/or construct those facilities 9412 8" OUT 2665.83-N in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, 12/18/20 specifications, orders or approvals, all of which the City retains 61 q P, 0 the right to enforce. Inconsistencies not noted by City staff shall S�KIN��P not be construed as approved unless specifically addressed 2660 2660 in writing by the City. Any proposed revision to these plans must 0+00 1 +00 2+00 3+00 3+50 be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. Name Date C4 . 1 LO 00 Ln N � N W E C'I O O S � z 0 0 30' 60' W SEE SHEET C4.3 18 17 Q 00� 22 20 1 g t 132 LF 8" WATER MAIN � w E. PERJUE ST. I 21 I+ J SCALE 1" = 30' z � t251 LF 8" WATER MAIN t111 LF 8" WATER MAIN d- J� �Q �7 J Mi CDHidco ) JCO c0 JO M J� MO JX I��I I�.�I 1�� 1 �> ¢ �> Q �> �Q �> WATER KEYNOTES - NQ O ,J OrJ O� O � J :5o t251 LF 8' WATER MAIN z N 1O INSTALL 8" 45° BEND Q J J 6 - - - (CONT. SHEET C4.1) 1 V 2 �/ I I m Cl- r , O O GtK w W 2 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN K ST, 4 m STANDARD DRAWING W-8 w E. SAWTELLE PF� + 1 q z = LO W W W LINE A INSTALL W W W W 4 9+OS O3 1-8"x6" MJxFLG, 1-6" GATE VALVE FLGxMJ ^ 1 E. SAWTELLE PEAK ST. N 4 4 5 N 4 4 3 4 4 o - SSMH 7 0 ±12 LF 6" C-900 v 144 3+00 4 LINE A 4 °'O 90" LINE A - - �- - 4 171- ° S 4 STA: 9+44.19 (� O / S 4+00 S _ S 5+00 S 6+ 0 S 7+00 S 0 (-44 POTABLE/NON POTABLE CROSSING 4 O SEE WATER NOTES 2&3 ON SHEET C1.0. Q O o O SSMH 5 INSTALL: Uj LINE A STA: 5+27.37 r `- O5 1 - 8" TEE (ALL FLG), 2 - 8" GATE VALVES (FLGxMJ) �/ O LINE C STA: 0+00.00 1 - 8" FLGxMJ ADAPTER O SSMH 4 STA: 2+86.14 1 11 �\ I 1 1 ��o SSMH 6 6+ N 7� 6 INSTALL 8" 11.25' BEND � O STA: 7+96.71 �� .. N w Q + �M O m IN NCI I"' NCN CI I� I I NCI I� NI I NI I CI� c� O N N ' , OC N oq WATER METER LEGEND O O 11 12 13 14 15 16 17 18 19 20 21 O � O 3/4" DOUBLE METER SERVICE. - O O (PER CITY OF MERIDIAN STANDARD DRAWING W 1) CFOR E I 3/4" SINGLE METER SERVICE. OR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION d (PER CITY OF MERIDIAN STANDARD DRAWING W-2) ECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOTE: SED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 1. CENTER OF WATER METER TO BE 2' BEHIND BACK OF SIDEWALK (TYPICAL). 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 3. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL OTHER WATER LINES NEED 4' OF COVER. O L� O LINE A PROFILE SEWER KEYNOTES 2+50 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 O O O VERTICAL SCALE � SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% SLOPE 10 FEET BEHIND SIDEWALK. NOTE: 0 3' 6' 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. Q 2.) SEWER MANHOLES TO BE CONCENTRIC SCALE 1" = 3' AND ARE TO BE INSTALLED WITH NO SUMPS. O SEWER LEGEND 2680 2680 FINISHED GROUND OO EXISTING 48" DIAMETER SEWER MANHOLE - - - - - - - - EXISTING 8" SEWER MAIN NEW 48" DIAMETER SEWER MANHOLE 7:�-� r EXISTING GROUND 12" STORM DRAIN = S NEW 8" SEWER MAIN � j N 2675 8" WATER MAIN NEW 4" SEWER SERVICE z N Y 2675 4 STA: 6+82 4" SEWER SERVICE LABEL � rn 03.0' O STA: = SEWER MAIN STATIONING W N r uj o _ � � a 43.0' L OR R = LENGTH OF 4" W 1 ? a INV. 27.48 SERVICE LEFT OR RIGHT OF MAIN LINE. Z w o °I o 8" WATER MAIN cn � INV 27.48 = 4" SEWER SERVICE DEPTH Q w C4 Cr �, Q 143.48 LF 8" SEWER @ 0.62% 10 FEET BEHIND PROPERTY LINE. !ZIPN � w i W U N 265.34 LF 8" SEWER @ 0.41% 48"0 SSMH 7 a m 2670 4 9+44.19 LINE A-SWR 2670 (. /- l E IDIAN r APPROVED FOR V w � $96.71 SSMH LINE A-SWR 8" OUT 2672.27-W IDAHo CONSTRUCTION z IM 2679.3t Q w I J 48"0 SSMH 5 " IN 2671.38-E o U o LL o 5+27.37 LINE A-SWR " OUT 2671.28-W These plans and/or specifications have been reviewed for RIM 2678.2t compliance with Meridian City Standards and Specifcations. 48"� S MH 4 8" IN 2670.20-E This review does not relieve the owner, engineer, or contractor NA 2+86.1 LINE A-SWR 8" IN 2670.20-N of the responsibility to design and/or construct those facilities 55\�,s r F� RIM IN2 .4 15-E 8" OUT 2670.10-W in compliance with all current applicable federal, state and local c laws, rules, regulations, ordinances, development agreements, 8" OUT 2669.05-NW 9 p 9 specifications, orders or approvals, all of which the City retains g412 2665 2665 the right to enforce. Inconsistencies not noted by City staff shall 2+50 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 not be construed as approved unless specifically addressed 12/18/20 in writing by the City. Any proposed revision to these plans must ST �° be submitted for review and compliance with the Meridian City �y�OS�KIN��P Standards and Specifications before said revision is constructed. Name Date SHEET C4 . 2 LO 00 Ln N WATER KEYNOTES CV E 1O REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO EXISTING 8" WATER MAIN. O CONTRACTOR TO FILED VERIFY LOCATION OF EXISTING WATER (D s OSERVICE INSTALLED IN PREVIOUS PHASE AND ENSURE WATER 00 (n SERVICE IS IN WORKING CONDITION. V z O_ OINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN Cn 3 STANDARD DRAWING W-8 Q W 0 30' 60' 0 30' 60' w � INSTALL 4O 1-8"x6" MJxFLG, 1-6" GATE VALVE FLGxMJ 7 t12 LF 6" C-900 L SCALE 1" = 30' SCALE 1" = 30' J OPOTABLE/NON POTABLE CROSSING �11 SEE WATER NOTES 2&3 ON SHEET C1.0. INSTALL: p 1 BLOCK 7 16 I O 1 - 8" TEE (ALL FLG), 2 - 8" GATE VALVES (FLGxMJ) J " 1 - 8" FLGxMJ ADAPTER J O O 15 14 13 SEE SHEET C4.2 I I I 77 INSTALL 8" 11.25° BEND C M Q +�o �� t.) + + IN a;z t 126 LF Q a Q M> t 107 LF O V ±60 LF 8" WATER MAIN O O 8" WATER MAIN zj 8" WATER MAIN f l I I vz W " J M + J N c� CD �. O I I 3 I I SSMH 9 N�I Cn N STA: 2+24.98 5 5 5 1 y m WATER METER LEGEND p o - � O D O C 2 O M M I � w � CO M 0 3/4" DOUBLE METER SERVICE. N I 7 6 LINE B „ 4 E. SAWTELLE PEAK ST. 1g0° I Adhu, (PER CITY OF MERIDIAN STANDARD DRAWING W-1)UJI O NLINE A 2+ 98 2+0��/ 5 1+001 5 LINE B 07 = 5 O U� SSMH 7 // I N *C� LINE C s 1+00�S 5 + 37 SSMH 10 Z77 3/4" SINGLE METER SERVICE. w - Q N STA: 9+44.19 nl � - - f } 5 � 4 STA: 1+76.37 �_ (PER CITY OF MERIDIAN STANDARD DRAWING W-2) m � O � O O � W S. PLUMERIA AVE. NOTE. Q SSMH 5 1. CENTER OF WATER METER TO BE 2' BEHIND BACK OF EXISTING SSMH 8 LINE A STA: 5+27.37 I 1 O\ 01 1 LINE C STA: 0+00.00 g = SIDEWALK (TYPICAL). STA: 0+00.00 " D lx� 1 m 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER O O METERS AND WATERWORKS BRASS BE ANSI/NSF 61 Ln+ J + J N J o I rzn 3 w CERTIFIED. W I- n�I I� n�I I� 'n Q - - t110 LF N - n m- I 3. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL W 8" WATER MAIN OTHER WATER LINES NEED 4' OF COVER. O I co t f 0 BLOCK 6 7zc I 20 21 0 12 m BLOCK 8 SEWER KEYNOTES SEE SHEET C4.0 SEE SHEET C4.2 OSEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2% SLOPE 10 FEET BEHIND SIDEWALK. O O O O O LINE B PROFILE LINE C PROFILE O 2+25 2+00 1 +00 0+00 0+00 1 +00 1 +76 SEWER LEGEND O 0- VERTICAL SCALE VERTICAL SCALE O EXISTING 48" DIAMETER SEWER MANHOLE M O 0 3' 6' 1TALL SEWER PIPE LENGTHS ARE FROM 0 3' 6' 1.)TALL SEWER PIPE LENGTHS ARE FROM EXISTING 8" SEWER MAIN .) FACE OF MANHOLE TO FACE OF MANHOLE. FACE OF MANHOLE TO FACE OF MANHOLE. W Q NEW 48" DIAMETER SEWER MANHOLE 2.) SEWER MANHOLES TO BE CONCENTRIC 2.) SEWER MANHOLES TO BE CONCENTRIC SCALE 1 SCALE 1 = 3 AND ARE TO BE INSTALLED WITH NO SUMPS. S NEW 8" SEWER MAIN " = 3' ' FINISHED GROUND AND ARE TO BE INSTALLED WITH NO SUMPS. EXISTING GROUND FINISHED GROUND 2680 2680 2680 2680 NEW 4" SEWER SERVICE - - - - - - 4" SEWER SERVICE LABEL 43.0' L STA: = SEWER MAIN STATIONING - _ INV. 27.48 43.0' L OR R = LENGTH OF 4" _ SERVICE LEFT OR RIGHT OF MAIN LINE. 4" PIRR r - INV 27.48 = 4" SEWER SERVICE DEPTH W/8" C-900 SLEEVE z z I Z Z I 10 FEET BEHIND PROPERTY LINE. w z EXISTING GROUND z I 4" PIRR < � L �i I I W/8" C-900 LEEVE r N � N Y w 267 15 WATER MAIN I 1675 267 675 Cc g" WATER MAIN CFOR E :1 N) i o w o' � o ~__ I a OR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION ECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. o� oN QSEWER SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALLz � �0,61% SED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. z N (n o 48"4 SSMH 9 I 172.37 LF 8" SEWER 0.80% CD CD 2+24.98 LINE -SWR V a C° Q 2670 RIM 2680.1 t 2670 2670 2670 °' LLJ 8" OUT 2672.5 -E 48"0 SSMH 8 1+76.37 LINE C-SWR z 0+00.00 LINE B-SWR WE IDIAN -RIM 2678.1 t RIM 2679.3tice, Q w w w 8" OUT 2671.58-S �oAHo APPROVED FOR < J 8" IN 2671.17-W 48"0 SSMH 5 o v o L__ o 8" OUT 2671.07-E 5+27.37 LINE A-SWR CONSTRUCTION 0+00.00 LINE C-SWR These plans and/or specifications have been reviewed for NA RIM 2678.2t SRO L F 8" IN 2670.20-E compliance with Meridian City Standards and Specifcations. CO G,ST tic 8" IN 2670.20-N This review does not relieve the owner, engineer, or contractor 8" OUT 2670.10-W of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local 9412 2665 2665 2665 2665 laws, rules, regulations, ordinances, development agreements, 2+25 2+QQ 1 +QQ Q+QQ 0+00 1 +00 1 +76 specifications, orders or approvals, all of which the City retains 12/18/20 the right to enforce. Inconsistencies not noted by City staff shall s 0 r r not be construed as approved unless specifically addressed SOF \0 �P in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. SHEET Name Date C4 . 3 LO 00 LID N � N �J tiLUC K 5 \ 15 O3 E O O BLOCK 4 O O O O O O O O BLOCK S CID z O d o N 15 14 13 12 11 10 aid al Md _ 16 � 1 — Q W R \ 0 50' 100' PI BLOCK 4 W 1 22 23 24 25 26 27 28 29 I 7 SCALE 1" = 50' J _ = W Q _ = s I I _ J e 1 I J O N STREET LIGHT NOTES: U � m Q — — — — — — — TYPE 2 STREET LIGHTS SHALL BE INSTALLED 3 r I� 17 19 M M M M z W AT LOCATIONS SHOWN IN PLAN v Y O O O � — I — — _ — � <. EXISTING — — CD WARRICK PHASE-2 BLOCK 4 (� / - - - CDI I I I I I I LU IY m U 0 EXISTING O = �--: Q WARRICK PHASE-3 BLOCK 7 L Q - — — - BLOCK 7 m 00 BLOCK 7 C-) N Ln O O7 O8 91-0 10 11 s\ Q _ 31 35 23 CD I O I m aid —I Ii cn a Id Id _ _ — — — - — — — —x , �I � m — — — - - — — — — W mN W D z rl a I U m r I � 6 32 34 I BLOCK 7 BLOCK 7 I O 18 17 16 I I I 15 14 13 22 21 20 19 I I 3 ald STREET LIGHT 3 STREET LIGHT TYPE 2 TYPE 2 I I I I 53622C 53622C I M- di - M � x E. SAWTELLE PEAK T. I E. SAWTELLE PEAK STW I _ --I s s m = (,r STREET LIGHT 2 53622C TYPE I I � Q LL-1 ill i N i LLJ O o 10 11 12 13 14 15 16 17 18 19 20 21 Z 12 11 10 O9 BLOCK 6 o BLOCK 8 D I1 m � ,II �I L® - i — — — L - - �- i — - - - - — — — — — • — — — — — ald — — a� - I — — EXISTING SOUTHERN HIGHLANDSUj a 0 0 zw =D N I w W o 00 moo , Y Q W ACV ON Q � J !J Cn CD W WW O= � U Of (nN C IDIAN' APPROVED FOR o �W N IDAHO CONSTRUCTION v m C W These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifcations. = Q J �_ This review does not relieve the owner, engineer, or contractor o U o � o of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local NA laws, rules, regulations, ordinances, development agreements, 55\G,ST F'�c specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must 9412 be submitted for review and compliance with the Meridian City 12/18/20 Standards and Specifications before said revision is constructed. ST �° � ATE OF \0P P Name Date y�IDS. KIN�� SHEET C4 .4 Lo _ I 00 Lo I N 1 2677 N EXISTING 21 BLOC E WARRICK PHASE-1 ap z _ 0 (76.50EG) i I m 76.28SW --- 76.28SW 76.21 FG (76.98EG) BLOCK 4 -/ / / _ _ - - - _ - -- > (76.78EG) EXISTING \ 0 50' 100' 1 BLOCK 4 WARRICK PHASE-3 L1Jz 26 30 18 (79 78EG) AF SCALE 1" = 50' J 76.49SW 76.49FG (77.19EG) 79.81SW 79.81SW �6 BLOCK 7 - (76.81 EG) j I i 76.51 FG 76.51 SW BLOCK 7 0 1.16% �4.66 76,91 FG J BLOCK 6 77.00FG I I (79.35EG) (77.53EG) BLOCK 7 \ J CD Ll 76.42FG I I 1 N o ( O8 1 35 � I O O O O 78.09EC' 77 , 77.51FG KEYNOTES U m Q 1 5 Ii f O K 23 _ _ 77.91FG ( 77.71FG ( 8 EG) k77.48E677.20FG (77.20EG) 91EG) O I �ru (79.50EG) (79.2 78.48FG (78.9 - - _ 78.31 FG �(78.68EG78.11 FG (78.37EG) I N 77.79FG � I 79.28FG v � � V 76.78SW 79.30SW W 76.28FG 76.80FG 76.80SW c, 76.78FG 77.79FG < - - - INSTALL TYPICAL BACKYARD SWALE. (77.28EG) o m 78.65 G 77.45FG 77.40FG Z " 78.41 FG 78.25FG O v�i 1.66% 2.73% �I�I I 79.23FG 78.83FG 79.09FG 78.61 FG 1 78.50FG 77.87FG 1 0 SEE DETAIL THIS SHEET. 2 0.70% D 6 1 261g 00 r- N �8 rn V 77.50FG I i � � N BLOCK 7 O INSTALL NON-TYPICAL BACKYARD SWALE. r n m n 1 o o m N 80.04FG 80.30FG 79.19FG 78.47FG SEE DETAIL THIS SHEET. V_ BLOCK 4 o BLOCK 7 0 0 79.76FG 26go 79.96FG 79.82FG�26�g 12 Q I 34 2679 78.65FG 78.90FG 79.41 FG BLOCK 7 2679 T O77 98FG f O 3 INSTALL AREA DRAIN #1, SEE DRAIN DETAIL ON THIS SHEET. 2677 78.39FG 18 17 16 14 13 O Ll.l m U I 77.08SW 77.08FG 78.75FG 78.75SW 22 21 20 19 (77.39EG) � 76.00FG 77.09FG 77.09SW 5 79.96SW O4 SLOPE ® 3:1 O Q 1.47% t t 2.16% 0.66% 33 } t I N 80.01SW 80.30SW I 79.82SW 79.19SW 78.47SW D 78.39FG ABANDONED OL ALIGNMENT OF BEASLY LATERAL SHALL BE LIJ I 78.69SW I; 78.65SW 78.90SW 79.16SW 79.41SW 79.735= m REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL m 77.00FG _ C7 x O5 FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY N �-� ._�I NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL U ( % ) 4 _ =- - -� PER ISPWC SPECIFICATION AND A COPY OF THE COMPACTION TEST. 77.47FG 77.47SW - - - - - _ - - - - E. SAWTELLE PEA = Z (77.05EG) 75.72FG 78.41SW AWTELLE PEAK ST. - N O m Q 0.93% 77.82FG (A9 80.22SW� i�j11 t 80.03SW 79.40SW 78.77SW W W 77.74SW 79.90SW i 78.14SW BACK OF SIDEWALK 2 P L 78.41SW 78.70SW 78.24SW 78.48SW 78.76SW 79.05SW 79.34SW 79.62SW �I N / = m � 78 07SW C11 III i m 50.0' VARIES-SEE PLAN x „ � 80.22FG 80.03FG 79.40FG 78.77FG 78.14FG (n `14 � �O 79.87FG N N a� O8 10 11 12 14 15 16 18 19 20 � @1 z 1 1 5 __ m ^ 0.00% GRADE 77.00FG 78.34FG 77.89FG 78.07FG 78.70FG 78.24FG 78.48FG 78.76FG 79.05FG 79.34FG 79.59FG \\�� S4Op\V� 2678 �.`I O EAR/E� BLOCK 6 267 o m i o .' . `•,LOCK � S. SEE �N tl� 8 o r� cD 1 rn . o cq N BLOCK 6 o o �002 o N �° 2679 3 77.00FG `� �i �i �i 2 �� \ �\J M �\ 680 N '' N N 2 • • i� --2G8 _ 2677 75.56FG 75.86FG 76.17FG 76.49FG_ 77 76.81FG 77.12FG 77.44FG 77.75FG 78.07FG 78.38FG 78.70FG, o LOT GRADING DETAIL (77.18EG) - _ - 26 9.00FG 80.39FG GIR - - - 2681 -NTS- 76.18FG �\\\ _ (77.44EG) (77.90EG) (77.93EG) (78.60EG) (79.02EG) (78.86EG) (79.40EG) (79.55EG) (79.70EG) 7 (79.70EG) (79.44EG) (79.68EG) 81.93FG , (80.02EG) (80.28EG) �� (81.55EG) (80.75EG) 82.06FG J PAL EXISTING SOUTHERN HIGHLANDS C� AREA DRAIN DETAIL 6 SCALE: NTS SLOPE VARIES SEE PLAN Q 5' BACKYARD SWTALE VOLUMES ARE GIVEN FOR REFERENCE PURPOSES. NO 8" PERFORATED PIPE. INSTALL SOLID CAP AT TYPICAL SEC I ION COMPACTION EXPANSION FACTORS APPLIED, ALL SEE DETAIL 4 THIS SHEET. END OF PERFORATED PIPE VOLUMES SHOWN ARE 1:1. CONTRACTORS SHALL DO NOT TO SCALE THEIR OWN VOLUME CALCULATIONS FOR BIDDING AND BILLING PURPOSES. PLAN VIEW P/L WARRICK SUBDIVISION NO. 4 - ui a x a EG TO FG SITE GRADING 6 CUT 2,646cy 8" PIPE WITH GRATED LID TOP OF TRENCH TO BE A MINIMUM o N FILL 6,190cy o NET 3,544cy FILL OF 2.00 FOOT BELOW FINISHED GROUND, Z w o i TOP OF SIDEWALK AND CURB. (TYP) z �i ASPHALT ROADWAY = 2,521 cy CUT w 0.00% GRADE �a N ¢ a NATIVE BACKFILL TOP OF TRENCH z a SCOPE VARIES >w '�' M CD o SEEPAGE BED -1 - 15'W X 3'D X 181'L = 8,145cuft OR 302cy SEE pLyN `n Z N a Y DRAIN ROCK SLOPE=0.00% MIN. i o o � E SEWER MAIN 1,347F @ 6s ft LF = 8,082cuft OR 300c 04 o Q w cv Q g / y ��MAY BE OVER PIPE � N CD w QQ i ° O O O O O ° ° O O O O ° O O O O ° O O O O W Z U) (Y N p � WATER MAIN 1,569LF ® 6sgft/LF = 9,414cuft OR 349cy ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° Q ,,; o o �, �, PIRR MAIN 80LF @ 6sgft/LF = 480cuft OR 18cy Z F_ NON-TYPICAL o m N BACKYARD SWALE v STORM DRAIN 46LF ® 6sgft/LF = 276cuft OR 10cy 8" 90° ELBOW 3/4"-2" FRACTURED DRAIN ROCK -� o z NOT TO SCALE °' o 0 oz z GIRR MAIN 1,467LF @ 7sgft/LF = 10,269cuft OR 380cy �M Q w J SECTION VIEW DRAINAGE GEOTEXTILE w� � = Q - - o � o � o EG TO FG NEEDS t3,544 cy OF FILL. TYPE 1 (ISPWC SECTION WITH ALL UTILITIES, ROAD SECTION, AND SEEPAGE BED, 2050). OVERLAP MINIMUM WE HAVE OF t3,880cy OF CUT. SEE TRENCH ELEVATION TABLE FOR TOP OF 12" ON TOP AND \p N A L SO WE HAVE AN EXCESS OF t336cy TO SPREAD ACROSS THE SITE. OF BED AND BOTTOM OF ROCK ELEVATIONS SIDES. co Fti c,1ST C 12-18-2020 9412 12/18/20 �yq o IDS. K IN��P SHEET C5 . 0 Lo 00 Lo N v- CV �J tiLUC K 5 — ,:I- \ 15 O3 E O BLOCK 4 O O O O O O O O BLOCK S 00 Loz 0 d o 15 14 13 12 11 10 aid Am —aid _ 16 w Pi BLOCK 4 \ 0 50' 100' W 1 22 23 24 25 26 27 28 29 I I 7 SCALE 1" = 50' J _ = W O U NOTE: _ 3 O 2 17 19 M M M M 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW W EXISTING — I — — YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. z CD WARRICK PHASE-1 BLOCK 4 s s s 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW v YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF U RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL \ I I I I I I I I I \ INSPECTIONS. Q CD t I 14 1 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND 13 30 I 18 i I I OWNED BY NEW YORK IRRIGATION DISTRICT. N m F. LL I O O EXISTING \ 4.) SEE SHEETS C6.2 — C6.6 FOR GRAVITY IRRIGATION. O Q I I WARRICK PHASE-3 BLOCK 7 LL C- f55 LF 6" PIRR — I BLOCK 7 Lu m oc I 14 I I BLOCK 7 C� N �f O O7 O8 9 10 11 s\ Q 13 � I O O O O 6 35 _ m 23 —ald PRESSURE IRRIGATION KEYNOTECD S Q Q = m i cn 13 13 I ld ld — O t134 LF 4" PIRR 12 12 12 12 12 W —I X ±347 LF 6" PIRR � < I — U m N _ 2 12 <\✓� 1 CONNECT TO EXISTING 6" PI MAIN. W D � I t 3 12 12 12 12 O Z I Aal �7 '.Fr' 13 O ±121 LF 4" PIRR I 13 O CONNECT TO EXISTING 4" PI MAIN. BLOCK 7 O _ I 32 34 t41 LF 4" PIRR ±95 LF 4" PIRR BLOCK 7 12 � O I I13 ±125 LF 4" PIRR 4 18 17 16 15 14 13 20 19 I O INSTALL 4" 90° BEND W/THRUST BLOCK 3 4 22 21 rI I 33 ald — t I 3 I g 4 I I I O INSTALL 4" GATE VALVE W/THRUST BLOCK I D 13 13 5 ±15 LF 4" PIRR \ INSTALL 8" C-900 SLEEVE. SEE PLAN FOR LENGTH Z E. SAWTELLE PEAK T. I U) CD I I wI I Ab — — W — _ f48 LF 4" PIRR�` I E. SAWTELLE PEAK ST. 5 Z 6 HOT TAP EXISTING 4" PI MAIN. INSTALL 4" TAPPING SADDLE — _ _ _ = m 6 I I 7O INSTALL 4" 22.50' BEND W/THRUST BLOCK c�;o f198 LF 4" PIRR INSTALL 6" x 4" TEE W/THRUST BLOCK Q N I W co I c> I 9 INSTALL 6" 90° BEND W/THRUST BLOCK I O O O O 8O o 10 12 13 14 15 16 17 18 19 20 21 A 12 11 11 10 g I � I m BLOCK 6 oN ±198 LF 6" PIRR BLOCK 8 10 INSTALL 6" GATE VALVE W/THRUST BLOCK (� t870 LF 6" PIRR I m I 13 13 13 10 I I 1 9 11 INSTALL 12" C-900 SLEEVE. SEE PLAN FOR LENGTH 13 13 13 13 13 13 13 13 13 13 13 13 13 13 9 a d L aid aid aid aid_ aid t7 LF 6" PIRR__ __ __ _ _ _ 81d TYPICAL LOT SERVICES INSTALLED IN PREVIOUS PHASE. L L I f16 LF 6" PIRR 12 CONTRACTOR TO ENSURE SERVICE IS INSTALLED AND — � IN WORKING CONDITION. 10 EXISTING I 11 8 9 13 INSTALL TYPICAL LOT SERVICES PER NEW YORK IRRIGATION SOUTHERN HIGHLANDS t51 LF 6" PIRR O STANDARD DRAWING IRRIG-02. w II a 814> INSTALL 6" 22.50' BEND W/THRUST BLOCK N �j O 3 L o N Y WN � 1 � CT o a W00 cMo �I _ N ocr _ 1 Y O af Qf V Q Li N a 7 () CD W j W` w O mp U O ((D CD 2 x CDcn u V � m m o 1J o z z < = LLJ Q w Cl U Cil L.L- C) S�p N A co F� ,1ST C 9412 12/18/20 SHEET C6 . 0 Lo 00 Lo SEE SHEET C6.2 w N PIR -- PIR I II I I O 1 I I O I I I N I 00 � c� o w w II i i w 0 30' 60' w I z I I i t J SCALE 1" = 30' I II , I J e I J o � m << NOTE: O , V 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW `- z YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. LJ-I I 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW C7 Q I I N YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF Z 2 I I RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL a O- - I S. COLUSA AVE. I C — INSPECTIONS. W U I I = 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND C) A M nl Ill OWNED BY NEW YORK IRRIGATION DISTRICT. U � I m Zx � � Q N 4.) SEE SHEETS C6.1 - C6.2 FOR GRAVITY IRRIGATION. 3 i 2: -j O Q z co 0 KEYNOTES r+1 r H INSTALL GIRR MH-1 AT EXISTING GRAVITY IRRIGATION PIPE. EXISTING 18 PVC INVERT AT 2672.45. 9 1IoOlB I O CONTRACTOR TO FIELD VERIFY INVERT. IF DISCREPANCIES W OCCUR CONTRACTOR TO CONTACT ENGINEER OF RECORD. u� 1 i�Ali 1 - O I 9 �i0018 I I i i� i I I T'vI I — PIR 1 — l � I 170' _ PIR PIR PIR ----------- - - - - - - - - - - - - - - - - - - - � - LL--- EXISTING CD WHITE BARK GRAVITY IRRIGATION PROFILE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 < n' n CD NOTE: 1. ALL GRAVITY IRRIGATION MANHOLES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING SD-611 WITH NO SUMP. 2. ALL GRAVITY IRRIGATION PIPESHOWN SHALL BE ADS N-12 UNLESS OTHERWISE CALLED OUT. ui 2680 2680 CL N � O 3 FINISHED GROUND EXISTING GROUND — — — — — — — — — — — — — — — — — — — — CE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — rn — / cn I � a - - - - - - - - - - - W rn - — o °� cMo �I a w — � o cr U L ON N Q Q 267 J 2675 Z JQ z o " c~n c D w °r �i WW = u N O J 2 � 286.45 LF 12" GIRR ® 0.22% o a N 347.39 LF 12" GIRR ® 0.22% V m 1 51.93 LF 12" GIRR ® 0.24% m w � z o 48" GIRR CYLINDERMH 4 Q w w w T48" GIRR CYLINDERMH 3 RIM 267 0.0' o u o L- o 4+07.32 0.0' RIM 2677.8t 48" GIRR CYLINDERMH 1 EGIRRCYLINDERMH O 2673.99 12" -W OUT 673.99 2 RIM 2677.6t 12" 0+00.00 0.0' 0+55.93 0.0' 12" IN 2673.35-E �p NA 2670 RIM 2677.9t - NO SUMP 2670 55 G�ST Fti 12" IN 2672.45-S 12" IN 2672.57-S NO SUMP G' 18" OUT 2672.45-N 12" OUT 2672.57-N NO SUMP NO SUMP 9412 12/18/20 2665 2665 SHEET 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 C6 . 1 N NOTE: 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW KEYNOTES E YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. INSTALL GIRR MH-8 AT EXISTING GRAVITY IRRIGATION 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW O PIPE. EXISTING 12" PVC INVERT AT 2679.75'. YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF CONTRACTOR TO FIELD VERIFY INVERT. IF DISCREPANCIES S RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL OCCUR CONTRACTOR TO CONTACT ENGINEER OF RECORD. (n INSPECTIONS. Z O_ 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND EXACT ELEVATION OF EXISTING WATER MAIN IS UNKNOWN. cn OWNED BY NEW YORK IRRIGATION DISTRICT. PRIOR TO INSTALLATION OF GRAVITY IRRIGATION, 0 30' 60'WATE MAIN AND W 4.) SEE SHEETS C6.1 - C6.2 FOR GRAVITY IRRIGATION. O VERIFY ELEVATIONCONTRACTOR TOPIN THE FIELD.INCONTACT ENGINEER OF RECORD IF DISCREPANCIES OCCUR. SCALE 1" = 30' BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585 oz /i E. SAWTELLE PEAK ST. o LLI E. SAWTELLE PEAK ST. �� '� „ O O ° \ \ u/ \� 00 Q 12 13 14 15 16 17 18 19 20 O 21 BLOCK 8 U L L BLOCK 6 m \ \ c. LLJ \ \ �\ 180' W -- - --- - - - . + 0 a - - - - - - - - - - - - - - - 0 al , id aid aid id - 80 --v1 4+�3 7_ 4 00 ' \ � i (n x alA! --- w EXISTING 2 �- s- N SOUTHERN HIGHLANDS 1 LLJ \� Q LL_ O i n GRAVITY IRRIGATION PROFILE 6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 Q n' n CD NOTE: 1. ALL GRAVITY IRRIGATION MANHOLES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING SD-611 WITH NO SUMP. 2. ALL GRAVITY IRRIGATION PIPESHOWN SHALL BE ADS N-12 UNLESS OTHERWISE CALLED OUT. EXISTING GROUND ui 2680 - - - - - - - - - 1 2680cn _ _ - - - - - - - - - - - - _ _ - - - - - - - - - OF EXISTING N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8„ WATER MAIN ' o Cc W �_ 2 �' � � La FINISHED GROUND 117.82 LF 12" GIR 0.94% z N o `� �z a 5.9 LF 12" - co o cr " 290.80 LF 12" GIRR 0.22% C-900 @ 0.24% Q Li C 4 N Cr- Q 2675 286.50 LF 12" GIRR ® 0.22% 2675 z N n w 48" GIRR CYLINDERMH 8 Z m cYi N o 14+54.77 0.0' wo N 48" GIRR CYLINDERMH 6 48" GIRR CYLINDERMH 7 RIM 2682.5t CD12" IN 2679.75-E V �2 m Q 13+32.95 0.0' m m 12+83.07 0.0' 12" OUT 2676.50-W o i L4GIRR CYLINDERMH 5 w RIM 2682.7t RIM 2682.6t NO SUMP z � 8" GIRR CYLINDERMH 4 9+88. 7 0.0' 12" IN 2675.29-E 12" IN 2675.40-E v w +97.77 0.0' RIM 2679.1 t 12" OUT 675.29-W < = Q J 12" IN 2674.64-E 12" OUT 2675.40-W RIM 2677.8t NO SUMP NO SUMP o u o Li- o 2" IN 2674.00-E 12" OUT 2674.64-W 2" OUT 2673.99-W NO SUMP � �pNA� tiC 2670 0 SUMP 2670 s 9412 12/18/20 pyq�S.oK IN��P 2665 2665 SHEET 6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 C6 .2 7 E. SAWTELLE PEAK ST. 5 5' LANDSCAPE 9 20' COMMON ol r DRIVEWAY 0 N 20' 8 5' 5' 1 O 51 5' 11 , 5 0 � N N N WARRICK 4 COMMON DRIVEWAY EXH B T ADA COUNTY RECORDER Phil McGrane 2019-037497 BOISE IDAHO Pgs=2 LISA BATT 05/07/2019 10:58 AM NEXTITLE $15.00 WARRANTY DEED FOR VALUE RECEIVED Paul Warrick, Trustee of The Paul Warrick Living Trust dated. April 11, 2001 GRANTOR(s) does(do) hereby GRANT, BARGAIN, SELL and CONVEY unto: Calistoga Partners, 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 3rd day of May,2019 7 Pau ick, rustee of The Paul Warrick Living Trust dated April 11,2001 �/Q-,/� By Paul Warrick,Trustee State of Idaho County Gam. On this_day of , in the year of 2019, before me the undersigned Notary Public in and for said State,personally appeared Paul Warrick,Trustee,known or identified to me as the person whose name(s) is/are subscribed to the within instrument as trustee(s)of Paul Warrick,Trustee of The Paul Warrick Living Trust dated April 11,2001, and acknowledged to me that he/she/they executed the saine as such trustee(s). MELISSA M.BATES Notary Public for COMMISSION#44529 Residing at: ReSidinq in: Eagle. $D NOTARY PUBLIC My Commission Expires: 5xplreS: 05/24/20-93 STATE OF IDAHO W COMMISSION EXPIRES 05/24/2025 Warranty Deed Page 1 of 2 File No:NXID-0298348 EXHIBIT A The Land is described as follows: PARCEL 1 COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER(NE1/4) OF SECTION THIRTY-TWO (32)IN TOWNSHIP THREE(3)NORTH OF RANGE ONE(1)EAST OF THE BOISE MERIDIAN, IN ADA COUNTY, STATE OF IDAHO,THENCE SOUTH AND PARALLEL WITH NORTH AND SOUTH LINE OF SAID SECTION EIGHTY(80)RODS TO A POINT; THENCE EAST PARALLEL WITH NORTH LINE OF SAID SECTION TWENTY (20)RODS TO A POINT; THENCE NORTH PARALLEL WITH EAST LINE OF SAID SECTION EIGHTY (80)RODS TO A POINT,AND THE NORTH LINE OF SAID SECTION; THENCE WEST ON AND PARALLEL WITH NORTH LINE OF SAID SECTICN TWENTY(20)RODS TO A POINT, AND THE PLACE OF BEGINNING; TOGETHER WITH ALL WATER AND WATER RIGHTS,HOWEVER EVIDENCED; PARCEL 2: ALL OF THE LAND WEST OF THE CENTER OF THE DRAIN DITCH IN THE NORTHEAST QUARTER(NE '/4) OF THE NORTHEAST QUARTER(NE '/4)AND ALL OF THE LAND WEST OF THE CENTER OF THE DRAIN DITCH IN THE EAST THIRTY ACRES OF THE NORTHWEST QUARTER(NW '/4) OF THE NORTHEAST QUARTER(NE 1/4) SECTION THIRTY-TWO IN TOWNSHIP THREE NORTH RANGE ONE EAST OF THE BOISE MERIDIAN IN ADA COUNTY, STATE OF IDAHO TOGETHER WITH ALL WATER, WATER RIGHTS, DITCHES,AND LATERALS. APN/Parcel(s): 51132121100