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Application Charlene Way From:clerk@meridiancity.org Sent:Friday, November 20, 2020 4:19 PM To:Charlene Way Subject:Development Application Transmittals - Chukar Ridge FP-2020-0012 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Chukar Ridge FP-2020-0012 Hearing Date: 12-22-2020 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: December 22, 2020 Planner: Alan File No.: H-2020-0012 Project Name: Chukar Ridge Final Plat Request: Final plat consisting of 63 buildable lots and 8 common lots on 15.42 acres of land in the R-8 zoning district, by Kristen McNell with the Land Group Location: The site is located at 4005 N. McDermott Rd., in the NE ¼ of Section 32, Township 4 N., Range 1W. ETT Planning Division IDIA `� �' HEARING APPLICATION D A IFi t3 Type of Review Requested Final Plat File number: FP-2020-0012 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicantname: KRISTEN MCNEILL, THE LAND GROUP, INC. Phone: Applicant address: 462 E SHORE DR SUITE 100, EAGLE, ID 83616 Email: kmcneill@thelandgroupinc.com Owner name: Phone: Fax: Owner address: Email: Agent name(e.g.architect,engineer,developer,representative): KRISTEN MCNEILL Firmname. THE LAND GROUP, INC. Phone: Fax: Address: 462 E SHORE DR SUITE 100 Email: kmcneill@thelandgroupinc.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): SO432141900 Township,range,section: 4N 1 W32 Project Description Project/Application Name: Chukar Ridge Final Plat and CD review Description of Work: See Narrative 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-2020-0681 TYPE OF USE PROPOSED Residential: CHECKED Office: UNCHECKED Commercial: UNCHECKED Employment: UNCHECKED Industrial: UNCHECKED Single-Family Detached: UNCHECKED Single-Family Attached: UNCHECKED Townhouse: UNCHECKED Duplex: UNCHECKED Multi-Family: UNCHECKED Vertically Integrated: UNCHECKED PROPERTY INFORMATION General Location: generally located on the west of McDermott Road, south of the McFadden Drain near the mid-mile between Ustick Road and McMillan Roads in Meridian, Idaho Current Land Use: Ag Total Acreage: 15.42 Prior Approvals(File Numbers): PP (H-2020-0025); H-2018-0075; DA#2019- 005925 ZONING DISTRICT(S) R-2: UNCHECKED R-4: UNCHECKED R-8: CHECKED 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 33 E Broadway Avenue,Suite 102 Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 County: UNCHECKED PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 11/03/2020 Percentage of Site Devoted to Paving: 1 1.3% Who will own and Maintain the Pressurized Irrigation System in this Development: Subdivision HOA Irrigation District: Nampa & Meridian Irrigation District (NMID) Primary Irrigation Source: NMI D Secondary Irrigation Source: City Connection to Domestic Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 68,974 sf Hours of Operation(Days and Hours): 24 hours a day, 7 days a week Number of Residential Units: 63 units Minimum Square Footage of Living Area(Excluding Garage): n/a Gross Density: n/a Net Density: n/a In Reclaimed Water Buffer: No PLATS ONLY Number of Building Lots: 63 Number of Common Lots: 13 Total Number of Lots: 76 I understand a secondary access is required and a separate easement application has CHECKED been applied for: Minimum Lot Size: 4000sf Average Lot Size: 4000sf Area of Plat: 15.42 acres Plat Date(MM/DD/YYYY): 11/05/2020 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Community Garden: UNCHECKED Ponds or Water Features: UNCHECKED Plaza(s): UNCHECKED Additions to Public Park: UNCHECKED Collector Street Buffer(s): UNCHECKED Arterial Street Buffer(s): CHECKED Parkways: UNCHECKED 10'Parkway Along Arterials: UNCHECKED Stormwater Detention Facilities: UNCHECKED Open Water Ponds: UNCHECKED Acres of Qualified Open Space: 67,648 sf Percentage of Qualified Open Space: 10.1% QUALIFYING SITE AMENITIES Clubhouse: UNCHECKED 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 Fitness Facilities: UNCHECKED Enclosed Bike Storage: UNCHECKED Public Art: UNCHECKED Picnic Area: UNCHECKED Additional5%Open Space: UNCHECKED Communication Infrastructure: UNCHECKED Dog Owner Facilities: UNCHECKED Neighborhood Business Center: UNCHECKED Swimming Pool: UNCHECKED Children's Play Structure: CHECKED Sports Courts: UNCHECKED Pedestrian or Bicycle Circulation System: UNCHECKED Transit Stop: UNCHECKED Park and Ride Lot: UNCHECKED Walking Trails: UNCHECKED Open Grassy Area(min.50'x 100')-Multi-Family: UNCHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Kristen McNeill 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 T H E tell W_ 00 LAND MM GROUP November 4, 2020 City of Meridian Attn: Bill Parsons 33 E Broadway Ave. Suite 102 Meridian, ID 83642 RE: Chukar Ridge- Final Plat Application PN 119192 Dear Bill, We are pleased to submit the enclosed final plat application for the Chukar Ridge Subdivision. The Project site is generally located on the west of McDermott Road, south of the McFadden Drain near the mid-mile between Ustick Road and McMillan Roads in Meridian, Idaho. The Land Group, Inc. is pleased to represent the applicant/developer, Investment Analytics Group, LLC for this application. The final plat, as submitted, complies with the conditions of approval of the preliminary plat, approved on August 4, 2020 at application PP-H-2020-0025.The proposed development is in conformance with all required provisions of the UDC and is acceptable with the engineering, architectural and survey practices and local standards. As approved, the Chukar Ridge Subdivision includes 15.42-acres with 76 total lots, including 63 single-family residential lots, 8 common open space lots, 3 common driveway lots, and two non-buildable lots. As you complete your review, please don't hesitate to let me know if we can provide any additional information to clarify the project's vision. I can be reached via email to kristen@thelandgroupinc.com or at 208.939.4041. Sincerely, OOW"Wjo�A Kristen McNeill Project Planning Coordinator The Land Group, Inc. Enclosures- Final Plat Application and with specified supporting attachments 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA ) Q��DcN LDS H-C(Z- S9 E Cb/fy440A/, GT (name) �� (address) - ,_. .. (city) (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: Tic LXND G7RoUp �{ c SyceC D[Z.. srE Jod (name) (address) 61 — r-TO g3�16 to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). tl� Dated this 7—� day of 0C � .20 ZG (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. G E NSe -°'�G a�Expirp8 •G �i m y pYAR�° �' (No Public for Idaho) F N';rn rJ Residing at: w 6-6 n V-L TD co B 0 •�•r.�� My Commission Expires: Q 2 "'11111rG`100%. 33 E.Broadway Avenue,Suite 102 . Meridian,Idaho 83642 Phone: (208)887-2211 • Facsimile. (208)887-1297 • Website:www.meridiancity.org Scanned with CamScanner TH E LAND GROUP November 6, 2020 Mr. Warren Stewart, PE City of Meridian 33 E. Broadway Ave. Meridian, ID 83642 RE: Chukar Ridge Subdivision Street Centerline Elevation Certification PN 119192 Dear Mr. Stewart: As required by the City's final plat application requirements, please accept this statement certifying that all street finish centerline elevations are set a minimum of three (3)feet above the highest established normal groundwater elevation. According to the initial test pit investigations and recent construction activities,the groundwater within this project was not encountered within a depth of three (3)feet of the existing ground. Based on the above information, I certify that groundwater would be greater than three (3)feet below the designed finished street centerline elevations throughout the project. Sincerely, ��$ZONAL 0\ST 109 1 Jason Densmer, PE, Principal qT f 0 F The Land Group, Inc. ��soNDE4 11/06/2020 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com ADA COUNTY RECORDER Phil McGrane 2020-116617 BOISE IDAHO Pgs=5 ANGIE STEELE 09/08/2020 03:38 PM PIONEER TITLE COMPANY OF ADA COUNTY $15.00 RECORDED AT THE REQUEST OF: A H Development, LLC AFTER RECORDING RETURN TO; AMH Development, LLC 30601 Agoura Road, Suite 200 Agoura Hills, CA 91301 WARRANTY DEED FOR VALUE RECEIVED, 1AG MCDE MOTT ROAD, LLC, an Idaho limited liability company, Granter, does hereby convey to AI H DEVELOPMENT,ENT, LLC, a Delaware limited liability company, Grantee, whose complete mailing address is 3 601 Agoura Road, Suite 200., Agoura Hills, CA 9131 , the following described property situated in A.da. County, Idaho: SEE EXHIBIT "A"' ATTACHED HED HERETO AND INCORPORATED REI BY REFERENCE. TOGETHER WITH all and singular the tenements, hereditatnents, and appurtenances thereunto belonging, or otherwise appertaining, including water rights, and all estate, right, title and interest in and to the said property and all of Grantor's tight, title and interest in and to all streets, alleys and rights-of-way adjacent thereto. TO HAVE AND TO HOLD] said property unto Grantee, its successors and assigns forever. ABJECT TO: the nutters set forth on Exhibit "B" attached hereto and incorporated herein by reference. Grantor does hereby warrant that Grantor is the sale owner in fee simple absolute of said property and that, subject to the matters above set forth, said property is free from all liens and encumbrances. Further, subject to the matters above set forth, Grantor covenants to defend the title to the said property from all lawful claims whatsoever. WARRANTY DEED - 1 107806657,1 0 65957-00014 IN WITLESS WHEREOF, Grantor has executed this warranty Deed this �� ' day o 7. 2020. GRANTOR: 1AG MCDERMOTT ROAD, ELC B R Minert, Manager State of Idaho County of � This record was acknowledged before me on ql�i ` , � 020, by Ryan Minert. a Manager of 1AG MCDERMOTT ROAD, L .C. �OM St �1• - I((- - My Commission Expires: } WARRANT DEED - 2 107806657.1 0065957-00014 Exhibit "'A"' to Warranty Deed The Real Property A portion of the Southeast quarter of the Northeast quarter of Section 32, Township 4 ]North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Northeast corner of Section 32, Township 4 North, Mange l West, Boise Meridian, Ada County, Idaho; Thence and running South 0'14'00" East a distance of 2,291 .90 feet (formerly described as South 4°14' East 2,291 .9 feet), along the Easterly boundary of said Section 32, to the TRUE POINT OF BEGINNING; Thence continuing South 0"14'00" East a distance of 341 .82 feet, along the Easterly boundary of Section. 32, to the Southeast corner of the Northeast quarter of Section 32; 'Whence South 89°53'40" West a distance of 1 ,322.91 feet, along the Southerly boundary of the said Northeast quarter of Section 32, to the Southwest corner of the Southeast quarter of the Northeast quarter of said Section 32; Thence North 0°l 2'02" West a distance of 629.55 feet, along the Westerly boundary of the said Southeast quarter of the Northeast quarter of Section 32, to a point; Thence North 65°39'55" East (formerly described as North 65°48' East) 73.26 feet to a point; Thence South 75°54'35" East a distance of 1 ,295.96 feet (formerly described as South 75153' East a distance of 1,295.00 feet). WARRANTY DEED - 3 107806657.1 OD 595"7-00014 Exhibit "B" to Warranty Deed The Permitted Exceptions 1. Ad valorem real property taxes not yet due and payable for the year 2020 and subsequent years. 2. Reservations in United States Patent or State Deeds. For: A right-of-way thereon for ditches or canals constructed by authority of the United States Recorded: May 1 6, 1894 Instrument o.: 254 3, Terms, conditions, and provisions of Agreement: Between: United States of America, Nampa & Meridian Irrigation District, Ann A. Noble, Nellie .McDonald, Ernest Noble, May Noble Banbury, Rosella Noble, Robert Noble and Prank Fable, heirs of the estate of Robert Noble Recorded: ,August 13, 1917 Instrument o.: 70321 Filed In: Book 7 of Agreements, Page 326 Affects: North 1/2 of Section 32, Township 4 North, Range 1 '"west 4. An casement containing certain terms, conditions and provisions affecting a portion of said premises and for the purposes stated therein 1n Favor of•. Idaho Power Company Recorded-, August 23, 17 Instrument No.: 7946729 Affects: The South 20 feet of the Southeast quarter of the Northeast quarter of said Section 32 . Matters disclosed by Record of Survey Survey No.: 8989 Recorded: June 30, 2011 Instrument No.: 11105 035 6. Terms, conditions, and provisions of Development Agreement: Between: City of Meridian and Robert G. Spriggel Dated: January 14, 2019 Recorded: January 24, 2019 Instrument o.: 2019-00 925 7. Ordinance No. 19-1807 by City of Meridian, upon the terms and provisions set forth therein, Dated: January 22, 2019 Recorded: January 24, 2019 Instrument o.: 2019-005929 WARRANTY DEED - 4 107806657.1 006595 7-00014 A Sanitary Sewer and Water Main Easement containing certain tens, conditions and provisions affecting a portion of said premises and for the purposes stated therein In Favor of City of Meridian, an Idaho Municipal Corporation Recorded: February 19, 2020 Instrument o.: 2020-020189 9. Matters that would be shown on are accurate survey of the property. WARRANTY DEED - 107806657,1 0065957-00014 "` Chukar Ridge Subdivision -%-; THE Ma � � LAND Vicinity Y p - GROUP West Tap . . r ���l11111�1 air. - i V., lips r 43'38'15.01" N 116'27'52.56" W Nov 04, 2020 IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 600 feet purposes only and do not constitute a legal document. CLM Legend: Vicinity Map: 0 = PROPERTY BOUNDARY W Z O TNORTHEAST CORNER � - - / �� SECTION 32 LOT LINE (� T.4N., RAW., B.M. S 29 S.28 W. McMILLAN RD S.32 S.33 R/W RIGHT-OF-WAY LINE PARCEL N0. SO432142000 � 7I� HEARTLAND TOWNHOMES q _ PROPERTY MANAGEMENT, LLC - - - - - - - - - - - - EASEMENT LINE do w _ o PROJECT SITE w M PARCEL N0. 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I � � \\ 4,000-SF I � � w w I I ■O O O EXISTING 16Y OTHERS 2-IN WATERx + W 11 9`-SF .� �'� o I B3 L3 I o I B3 L16 1 �'S '----------------- - ----- --- -------�- ----- ------- -------------- --- ------ -_1 w v v .v x y ( ) I R/*- R/W' ; I 4,000-SF I I 4,000-SF I 40' 40' 40' 40' 52' 40' ` i - - _ - _ - J R/WQ R/W R/W y y 40 40 33, y y y L _ J L - - - - - - - - J of CZ B2'L35 I x ■ 2'Vlr - -100,- - - - - - -100'- - - r - - - � r - - - � f - - - , r - - - � .� v r -- ° - � f- - � v v I i I ° oSF r - r - I I I I I I I I I a I I I I r .� --------- B3 L2 I I B3 L17 I B3 L19 I I I I I I I I "' - 1Cn W Achievement St I I 4,000 SF I 3,328-SF _I 1 I B3 L22 B3 L23 W 24 W I I I I I W �° i i r - W W M x --------8 -aSS - I 4,000-SF I I G I I r I I I s a w _ CD �, B3 L20 63 L21 o I o -63,L28 ` ° EG ; I ° - - __ __________ o o - c� cal 63 L25 3 L26 L _ - - - - - - - - I I 1 4, 60SF i I 4,060SF r w2,199 iF w w w w x I _ T m I I I I I I I "�' F I - - - - - - - - - - - - - - - - 41 R/W 9o,. IQ/W r -100 r - - - - - - - - ,� I v W v FUTUR E GRAVITY IRRIGATION °C I x cc SD CD DELIVERY DITCH (SHOWN FOR INFORMATION ONLY)SID63 Li B3 L18 RRB1 W1 009SF I L � GI3,673 SF 4 , EXISTING 8-SEWER + GIRR GIRR GIRR - - - - - - 1 L - - - JL - - - J L - L - - - J1Block 3 L_ - _J _J ,5 EG - EG - EG - EG EG EG EG GIRR EGEG(BY OTHERS) •110' J O O X- x 100'- 30 OH OH log 2 4 40' �18 EG 151' 30 I o CE 1/16 CORNER SECTION 32 ■� = 0 Q T.4N., RAW., B.M. OHp F UHF � � O PARCEL NO. SO432427900 EAST QUARTER CORNER T pt� 0 S2 C) JOINT SCHOOL DISTRICT#2 ' T.4NECTION R.1 W.36.M Cc cr-2 = y wo o - O = PARCEL NO. SO432417350 w w Q z CD ACCLIMA, INC o _ o r = I I = I I IW Revisions 10 N = z I SE CORNER PreliminaryPlat-Overview 40' 80' SECTION 32 T.4N., RAW., B.M. Horizontal Scale: 1" = 40' Notes: Zoning Requirements: Project Summary: Property Owner: 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2 PROJECT LOCATION: LOCATED IN THE NORTHEAST QUARTER OF SECTION 32 TOWNSHIP 4 INVESTMENT ANALYTICS GROUP, LLC CONCERNING IRRIGATION USE.ALL LOTS WILL BE PROVIDED PRESSURE IRRIGATION VIA THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. DIMENSIONAL STANDARDS: R-8 ZONING DISTRICT NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN,ADA COUNTY, IDAHO THE EXISTING SYSTEM OPERATED BY THE SOUTHRIDGE OWNERS ASSOCIATION AND 800 W. MAIN ST, STE 1460 SUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC MINIMUM PROPERTY SIZE/ 4,000-SF BOISE, ID. 83702 �$�0 L EN WATER SERVICE FROM THE CITY OF MERIDIAN. DWELLING UNIT(IN SQUARE FEET) TOTAL PROJECT AREA: 15.42-AC ± G�� T r,,�, 2. EASEMENTS: EXISTING ZONING: R-8, (CITY OF MERIDIAN) o �n 2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY MINIMUM STREET FRONTAGE 40-FT Engineer, Landscape Architect, Planner: DRAINAGE AND IRRIGATION EASEMENT OVER THE TEN (10) FEET CONTIGUOUS TO SEWER SERVICE BY THE CITY OF MERIDIAN. PROPOSED ZONING: R-8 OF ±15.42-AC 09 1 AND PARALLEL WITH ROAD RIGHTS-OF-WAY. HOWEVER,THIS SHALL NOT STREET SETBACK TO GARAGE 20-FT (LOCAL) THE LAND GROUP, INC. s o PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FOR 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH TOTAL LOTS: 78 (INCLUDING 8 COMMON LOTS,3 COMMON DRIVEWAY T .Z. ACCESS TO EACH INDIVIDUAL LOT. PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THE LOTS, 2 NON-BUILDABLE LOTS, 2 RIGHT-OF WAY LOTS) CONTACT: TAMARA THOMPSON (PLANNER) ATE OF 0 STREET SETBACK TO LIVING AREA 10-FT(LOCAL) 9S• 2.2. AN FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION HOMEOWNER'S ASSOCIATION. CONTACT: JASON DENSMER, PE (ENGINEER) �NDEN EASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL INTERIOR TOTAL UNITS: 63 SINGLE FAMILY LOTS REAR YARD LOT LINES. 8. ALL INTERNAL SUBDIVISION STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO SIDE SETBACK 5-FT CONTACT: PHIL HULL, RLA (LANDSCAPE ARCHITECT) 07/02/2020 192 2.3. AN TEN (1 I REAR SETBACK 12 FT CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Date of Issuance:0) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION THE ADA COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN FLOODPLAIN: THE PROPERTY DOES NOT LIE WITHIN AN ESTABLISHED Project ssu ance: 07.02.2020 112 EASEMENT SHALL BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES OF THE ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND FLOOD HAZARD AREA. 20 SUBDIVISION, EXCEPT WHERE NOTED OTHERWISE. REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 462 E. SHORE DR., SUITE 100 Project Milestone: AGENCY SUBMITTAL 2.4. LOTS 9&31, BLOCK 2 AND LOT 19, BLOCK 3 ARE PROPOSED TO PROVIDE A STREET LANDSCAPE BUFFER 20-FT(COLLECTOR) RESIDENTIAL GROSS DENSITY: 4.08 (SINGLE FAMILY LOTS/TOTAL ACRES) EAGLE, ID 83616 BLANKET SHARED DRIVEWAY EASEMENT. IN ADDITION,THESE LOTS WILL PROVIDE 9. THE FOLLOWING LOTS ARE IDENTIFIED TO BE COMMON AREAS AND SHALL BE OWNED Preliminary Plat E o A BLANKET UTILITY EASEMENT. AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. MAXIMUM BUILDING HEIGHT 35-FT NET DENSITY: 10.54 (SINGLE FAMILY LOTS/DEVELOPED ACRES) PH: 208.939.4041 Overview g o 2.5. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. 9.1. IN BLOCK 1: LOT 1 E a 9.2. IN BLOCK 2: LOTS 1, 24, 37&38 OPEN SPACE: ±67,648 S.F./1.55 AC/12.8% T 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING 9.3. IN BLOCK 3: LOTS 10, 24&28 E REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. 9.4. IN BLOCK 4: LOT 4 PP=01 Sheet Notes: Q CLM i 0 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. 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RAW., B.M. \ V \v 1 \ EAST QUARTER CORNER - -- - - / \ SECTION 32 mime TAN., RAW., B.M. I � � � Q CD \ la ~o Concept Improvements-Project Overview 40 80 � Q yw Horizontal Scale: 1" = 40' z Q z o LO LU o w Revisions 1. J _ U J J 30' 47'R.0 W. 30'SHARED DRIVEWAY/COMMON LOT V FLAT 2' 21.5' 23.5' 23.5' 10, 115 JOINT TRENCH 2' 5' 16.5' 16.5' 5' 2' UTILITY 10, 10' EASEMENT 12' EXISTING (TYP. BOTH SIDES) 12"RIBBON SHOULDER EXISTING PAVEMENT 1.75%±0.25% CURB 3 2 SAWCUT LINE 2% 2% 1.75%±0.25% VARIES VARIES 1 - - - - - - - - - - - - - - - - 5"THICK CONCRETE 5"THICK CONCRETE SIDEWALK SIDEWALK STANDARD 3"ROLL CURB AND ANAL 2.5-IN ASPHALT CONCRETE GUTTER 2.5-IN ASPHALT CONCRETE g$Z EN STANDARD 3"ROLL CURB AND 0\ST 4-IN OF 3/4"MINUS CRUSHED 4-IN OF 3/4"MINUS CRUSHED GUTTER AGGREGATE BASE,TYPE 1 AGGREGATE BASE,TYPE 1 12-IN OF 6"MINUS UNCRUSHED 12-IN OF 6"MINUS UNCRUSHED 09 1 AGGREGATE BASE AGGREGATE BASE COMPACTED SUBGRADE COMPACTED SUBGRADE J'>qT Pao J EOF \0 "SON DES 3 Local Road Typical Section Shared Drivewa2y Typical Section N McDermott Rd T3ypical Section o7/o2/Zo2o 5 Project No.: 119192 E Scale: NTS Scale: NTS Scale: NTS Date of Issuance: 07.02.2020 Project Milestone: AGENCY SUBMITTAL Concept Improvements E o Project Overview g - �E �E� PP=02 0 Sheet Notes: Q = 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. mmi PP-04 Ir - - - - - - - - - - - - - - - - - � op I EG EG 1 1 EP - CEP �� I I I cf)> EQ FG C\, I I � 00 I B3 L4 �co T I B2 L2 o C,)t L —� ——— — — — — — — — — — — — J M 00 I , 100' r — — — — — — — — — — I _ / B2 LPL co i r I I B3 L3 I � I ,RIB RA/V R* `I' R/W y R/W R/W R/W R I III � I I I L - - - - - - - - - - - -- -- --- ------- ------------------------- 12"W _ _ - - - 12"W I III 8"W 811W 811W - - - - - - - - - - - II I L _ W Achievement St 14+00 �n STA: 14+12.83 (W ACHIEVEMENT ST) — -43+00- m c_n STA: 20+62.75 STREET A SSMH 13 III I c° �r M t 589'22'59"E 134.68 — V I I B3 L2 8"SS 8"SS �a I EX COI 8"SS 8"SS 8"SS 119 LF OF 8-IN PVC AT 0.40% IIII _ -SSMH-022 I - - - - - - - - - - - - - - - - - - - -_=—=----- -------- -- - - - L - - - - - - - - - - - 0 R R R CD III R/W R/W R/W R/W r - - - - - - - - - - - - — — — —ICI �' °D D S III I ,.., 1� I O II II I i>< 14/B1 L1 U- I I B3 L1 cc LO GIRR_ _ _ _GIRR_ GIRR GIRR GI Im SSMH GI R I -01 o L - - - - - - - - - - - � PP-04 'IRR _ I � Concept ImprovementsmW Achievement St ° 20' 40 Horizontal Scale: 1" = 20' 2530 W. AchievICALE: ent St: St . 12+60 - 14+60 HORIZONTSCALE' 1" 20' VERTICAL 1" _ 2528 0 0 M ■lilililililililil■ co01� N 1p co '1 M ■ CZ co + N 2526 00 co Q N N N Q CV CO N ■- M 00 CJ N C`3 LU [0 J ■ U3 N EXISTING GROUND AT CENTERLINE CD w m J 2524 PROPOSED GRADE AT CENTERLINE a 2522 Q 0 2520 ~o cc 2io � CO) w ¢ o � 10 � Q 2518 = z o _ CD LU o w COD 5- 2E Revisions 2516 1. 2514 2512 2510 EXISTING 23-LF OF 8-IN PVC AT 0.40%] ---------- $ZONAL EN 119-LF OF 8-IN PVC AT 0.40% O�� 0\ST L2—f L 2508 1 09 1 SSMH-02 48-IN MH PER ISPWC SD-501 �T9TE�F \pP�� EX CO STA: 14+16.83, 6.661R f�S 4-IN CO PER ISPWC SD-506A RIM:2524.31-t �N Db'S STA: 12+97.84, 6.74113 SUMP:2508.78 07/02/2020 2506 RIM: 2523.43± IE IN: 2508.88, 8-IN PVC (N) Project No.: 119192 IE IN: 2508.30, 8-IN PVC (E) IE IN: 2508.88, 8-IN PVC (S) Date of Issuance: 07.02.2020 E IE OUT: 2508.78, 8-IN PVC (W) Project Milestone: AGENCY SUBMITTAL EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Concept Improvements o AT CENTERLINE AT CENTERLINE E 2504 W Achievement St go o � Cry O � r � � � � o � o N C7 N M N 11 N CM Nco co co co 11 N V N V N N N N N N N d T N N N N N N N N N N N N N N �E� 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 1 PP=03 if-o CLM Sheet Notes: Q = 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. 7I� PP-03 AT RIGHT 2 / 1 1 \ 60'R/w 05 I I I I I I I I \\ I x �1� � � � � I �� I I I I I I I I I I V I I 12 / I I I I ;,fo, F #To C`J 5' 36' BC-BC 5' B2 L1 I I I I I I I I I I I \\ I I N _ I II I I I I I I I F F I I I I I I I I I I I \ I I + I III B1 L1 o I v I I I I I I I I I V I I II I C:) VI I I I I o o I B2 L2 I� I B2 L3 I I B2 L4 I I B2 L5 I I B2 L6 I I 6 7 I I B2 L8 I I' - I I I I I I I I I I I Cn z� �� co a� I I I I I \ I I I I .t, I I � + J F F LL J I TN .' I I II Q � I - - - - - - - - 9 - SAN I II mo' .� F 70 it v - - - - - - J - - --� — J - - - - - - J L- - - - - - - J L-- - - - - - - J L-- - - -- -' R/W ROM \ II •� .� C� 4-1 V �� .� ------------- r B R� Street+05 C� �� /W R/W R/W R/W R/W R/W R/W R/W R/W�R/W � � 1+24.52 1+00 r L Driveway A o9� 8 -- ------ - _ �. .� 56 LF OF 8-IN PVC AT 0.60% -------------------- --- Y B2 L9 LO SSMH- SSMH-02' ----------------- I � I ���, '�/!-y I I I � oo ss a �', SSMH-05 2 + 0 �, 55 I 8"SS 21+00'S 8"SS S 22+00 o'SS 0 8"SS 8"SS—23+00 8"SS I 8"SS �o — I + —�_ I — i _ — 336-LF OF 8-IN P_V�C AT 0.87°�° Street A , \ �,_ _— N00 3442E 326.95 p — I m + I— — �— — �— — I � - - - - - - - - - - - - - - - - �x0 STA: 14+12.83 W ACHIEVEMENT ST) \ , —f SSMH-04 �, r— — 0 coII I STA: 20+62.75 (STREET A) O I \ � SSMH- 4 8 W 8�� 8"W 8"W 811W &W 8 W 8 W 8 W I 7� _ U- I �� 29-LF OF 8-IN PVC AT 0.87% x -- ------------------------ 29-LF OF 8-IN PVC AT 0.87% ----------------- ------- -- SSMH-05 `� I I B2 L8 s' R/W R/W \R/W R/ R/W W R/W R/W R/W R/W �� W R/W R/W R/W R/W Cn i :. - I � - - - - - - - - - - - - - - - - - � \ 1 Or - - - - - - � r- - -- - - - � - - - - - - � r- - - - - - - � r- - - - - - - - - \ II - - - - - - - - - - - - - - - - - - — I \ I I I I I I I I 1 I I I I I I I EaL7- I / W W 0 L - - - - - - - I I I \ I I I I I I I I I I I I I I B3L1 I I B3L2 \ I I B3L3 I I B3L4 — - - - - - - - - - - - - - - � � B3 L5 I I B3L6 I I B3 L7 I I B3 L8 I I B3 L9 00 coo r - - - - - - - 1 I , J11 � PP-05 AT LEFT Concept I m prove me nts-Street A 0 20' 40' Concept Improvements-Driveway A 0 20' 40' Horizontal Scale: 1" = 20' \ Horizontal Scale: 1" = 20' 2530 2530 2532 2532 CJ Street A: Sta. 19+80 - 24+40 Driveway A: Sta. -0+20 - 1 +60 J HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" := 20' J VERTICAL SCALE: 1' = 2' w VERTICAL SCALE: 1" = 2' II LU 2528 ¢ w 2528 2530 2530 = �• LU = p � U + � Q O N � O U) N co N N OD J O+ + N 2526 `� w a Q -i � 2526 2528 2528 ■ � � m La Cn C/) CD N lJ W + PROPOSED GRADE AT CENTERLINE N o -0.70% C ■ _ W N m J 2524 _—_— ———— — -0.46% CD w 2524 2526 2526 cc--- ---- ---- ----- ------- -0.55% 2522 EXISTING GROUND AT CENTERLINE ———— — ____ ____ _ 2522 2524 2524 � Q GRADE AT CENTERLINE O 2520 2520 2522 ——————_———_ 2522 � °C __-- — o C:) y w E ISTING GROUND AT CENTERLINE p � 2518 2518 2520 2520 � Q :01z o CD LU o w l 2516 2516 2518 2518 Revisions 0 1. 2514 2514 2516 2516 2512 29-LF OF 8-IN PVC AT 0.87% 2512 2514 2514 336-LF OF 8-IN PVC AT 0.87% SSMH-05 SSMH-04 48-IN MH PER ISPWC SD-501 2510 48 I SMA: 23R 78.51ISPWC 27D-501.0'L STA: 23+99.99, 25.801E 2510 2512 2512 RIM: 2522.47± RIM: 2522.56± IE IN: 2512.26, 8-IN PVC (E) 56-LF OF 8 IN PVC AT 0.60% O SUMP: 2511.81 IE OUT: 2512.16, 8-IN PVC (SW) $�pNAL E IE IN: 2511.91, 8-IN PVC (NE) A �O\ST NG'r,,�, IE OUT: 2511.81, 8-IN PVC (S) o �n 2508 SSMH-01 2508 2510 2510 48-IN MH PER ISPWC SD-501 SSMH-02 9 1 STA: 20+00.01,4.50'L 48-IN MH PER ISPWC SD-501 sT �o RIM: 2524.76± STA: 20+56.08,4.501E J ATE OF 0 IE OUT: 2509.22, 8-IN PVC (N) RIM: 2524.31± �`soN DEN 5 IE IN: 2508.88, 8-IN PVC (N) 2506 2508 2508 07/02/2020 IE IN: 2508.88, 8-IN PVC (S) a IE OUT: 2508.78, 8-IN PVC (W) Project No.: 119192 E Date of Issuance: 07.02.2020 Project Milestone: AGENCY SUBMITTAL EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUNDELEVATION PROPOSED GRADE ELEVATION 2504 AT CENTERLINE FAT CENTERLINE 2504 2506 AT CENTERLINE FAT CENTERLINE 2506 Concept Improvements E 00 L0 CO N ~ OO M CO co LO T LO M LO N O O 00 CS) 00 OR O CO O M N r O N 6) OR O W O W 00 O ~ co O co N LC� co Lf� CO O CO O Street A I CD co N O O 00 T ti CO LO M N O CS) OO CO UC I` U') N O . co LI7 s V co co co co co co CO co N N N N N N N � � � � � � � M M M M M M M M M M M N N N N N M M M M N N N >1 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N `V UD LO Lf) LC) LC> Ln Lf) Ln Lf� Ln Lf) Ln Lf) Lf") LO Lf") LO LO LO LO LO Ln LC) Ln LC) Ln Lf) Ln LC) L, LC) L, LO LO LO LO LO LO LO LO LC� Ln LO Ln LO Ln Lf) LO Lf) U') Lf> Ln Lf> LC) LO LO LO LO LO L, E N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CV N N N N N N N N N N m E 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 -- PP=04 CLM Sheet Notes: Q = 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. / � bUIV CD I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � , _V I I I I I I J I I ;� , #To w 20'EMERGENCY I I I I I I I I I ACCESS PAVED V CD -IV I I I I I I I I B2 L14 I I B2 L15 I I B2 L16 I I B2 L17 I B2 L18 I I B2 L19 I I B2 L20 I I B2 L21 I I B2 L22 I I B2 L23 I B2 L24 CL I B2 L25 I I B2 1_26� I I B2 L27 I I B2 L28 I I B2 L I I I I I I I I I ' I I I I I I I I I I I I w IV I I I I _V CONNECT T EX STING Z � �, I WATER ST B (B JET ERs> I I I I I IV y I I JR/-W � � IVL- - - - - - - J L- - - - - - - J L_ � --- - � L - - - - - - J L- - - - - - - J L- - - - - - - J L- - - - - - - J L- - - - - - - J L - --- - - J L_ - - - - - - �.v L_ - - � - - J L- - - - - - - J L- - - - - - - J L- - -- - - - - w w y� �/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ R/W R/W R/W R/W R R/W R/W R/W R/W R/W R/W R/W i i HHHHHW -------------------------- ----- -------------------------- ---------------------- -------------------------------------------- ------- ---------- ---------- ----- ------------------------------ ---- ------ ---- ------------------------------------------------------------------------------------- o i STA: 26+22.04 (STEET B) i -- 8"W &W 8"W 8"W 8"W 8"W R"tN 8" 8"W 8"W 8"W 8"W 8"W 8„W 8„W ''// i STA:40+00 (STREET C) � I 0*c�0 125+00 26+00 g Street 8 m 28+00 0 29+00 SSMH-07 h � _ o S75 07 44 E 553.74 ti p p � p p (�J� � p �+ p p 8"SS Oii[+C ° 4iiC(� 811SS U"SS U"SS / U"SS M U"SS 8"SS U"SS I 8'SS U"SJ O"SS U"SS 1 U J 231U-LFJOF 8-IN PVC AT 0.87% U JJ SSMH-06 / 1 14^ S / � 6F � SSMH-08 �I / --------- ---------------------------------------------------- ------ 7 O° / c� �� Q8 rt o / R/W R/W�- R/W R/W R/W R/W /W R/W R/W R/W R/W R/W R/W R/W R R R IL /W /W a ' R J/ `� � � � J/IV Iv -IV V J/ � 1y \ _V R�S� / IV y y FUTURE GRAVITY NV � ,V d \ _V � // y NV � IRRIGATION y y IV __ y _V , WASTE DITCH H \ y (SHOWN FOR \ y ci V �B3 L10�S� _V /� IV � .� y INFORMATION \ J, 80 -IV IV ONLY) IV 00 IV \\ IV \ \ \ y 08-09� � � \ \ \ 5 63L9 A \ A / \\ c� � � � � �� �\ \ \ \ \ _V \ IV \ A cn �V IV A \ \ \ �� o Z0 IVIV I ' \ B3L11 \ � � � 1 d \ � ' � � � / \ \ \ \ \_-- - � \ y IV B4 L4 / \ \ \ \ \ \ \ \ I G \ IV IV CA IV PP-07 PP-06 Concept I m prove me nts-Street V 0 20' 40' Horizontal Scale: 1" = 20' CJ MIJ 2530 Street B: Sta. 24+40 - 30+40 2530 HORIZONTAL SCALE: 1" = 20' �+ VERTICAL SCALE: 111 = 2' _ C• 2528 2528 II y M � ■� 2526 Q N 2526LO ■ O O m N ■� o + + ° w 0.86% U') O O N N LC� ———— Ln r ¢ J ——————————————————————— — 2524 "' T � Cn w PROPOSED GRADE ATCENTERLINE —— 2524 y N —— cc (j N _ 0o -i 0.55% c3LL -------- ———— — 0.55/° 2522 ——— ———— --- ----- 2522 Q 0 2520 2520 � � o �■■r 2 Q y wCD o — :�Ei = -) < 27-LF OF B-IN PVC AT 0.82% z 2518 1518 _ zl- 93-LF OF 8-IN PVC AT 0.83% SSMH-07 Revisions 2516 3 48-IN MH PER ISPWC SD-501 2516 1' STA: 30+11.52, 6.00'R 4 RIM: 2525.17± SUMP: 2517.64 IE IN: 2517.74, 8-IN PVC (SE) IE OUT: 2517.64, 8-IN PVC (W) 2514 2514 231-LF OF 8-IN PVC AT 0.87% SSMH-06 48-IN MH PER ISPWC SD-501 STA: 26+18.92, 6.00'R 2512 RIM: 2522.61± 2512 IE IN: 2514.37, 8-IN PVC (E) IE IN: 2514.79, 8-IN PVC (S) IE OUT: 2514.27, 8-IN PVC (W) 2510 2510 ZONAL EN o� t;\ST 09 1 2508 2508 OF J�SoN DhTS 07/02/2020 2506 2506 Project No.: 119192 E Date of Issuance: 07.02.2020 Project Milestone: AGENCY SUBMITTAL Concept Improvements 71 M EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Street B AT CENTERLINE AT CENTERLINE 2504 --------------- s 2504 E> O O O Ln N N O Cl? O CV M tD O Ln (0 M (0 O I� O 00 O O O N CV M O Ln N CO M M 00 Ln CV O O) co co M co Nco LO GO I— 00 O O N M LC) tD 00 O O coGD 00 O M LO ` - N N N T N T N N N N N N N N N rco CO co r r N N N N N N N N N N N N M M M M M M M M M V LC) LC) L6 LC) ' N N GV N N N N N N N N N N N N N N N N N N N N N N N N N N N N t lf) N N N N N N N N N N N N N N N N N N N N N lf) N N N N N N N N N N o,E N � N L N � N N � N � N N � N CQ N CQ N CQ N � N � N � N � N � N � N � N CQ N N C N CQ N � N � LO N � CV � N � N � N � N � N � PP=05 N NN N N N N N N N N N N N N N N N N N N N N N N N N N N LL o 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 0 Sheet Notes: Q = 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. PP-08 PP-01; B2 L27 o co I B4 L7 / / / / / / B2 L28 LO --- = / / / B2 L29 / ANE � -o — _ — _ � B2L25 � � � / / / B2L30 / --- - �— — — �° � - (— / / J / - � -- -- - - -- - -- - - R/W o I \ \ 0 4L8 / \� �� � / \R/W l l l C o I l � � J Lo str 8"PV � � J l SMH-13 i i I / \ Street g R/W l —— — —— — — — J / i — \ - - -7 - - - — — —— — — — — — / 8„SS y\ \\ v og / �2 L26 / / o., o (s \ \ % SSMH 07 rri B3L 8 \ � ; � � / / Street 8ss OKO -- - R , .� , �' , \ �R11 ,� Driveway C 5 / R/W A� B2 L3Y x SSMH-09� - - --- \ ` QtiZ �� i + i l q� SSMH-08 +03-05 STA:31+67.24 (STREET E) \\ `� SSMH-07 i / = 8S I STA:45+99.84 (STREET D) \ I R/W� ; off' i / B2 L27 / / , r — — — — — — — 1 LU i r m g„ss I �s �P� I I / I I I .l, a� I / 244-LF 0 / I \\ O � CO��k _ — G' 8"SS -IN PVC AT 0.89% I --------- ------------ �QJ CID — Street E co N ----o��� II / I I I y 8"ss / I I I I g i - -2528- - -- - - - /� I 1 S05°53'03" , � � � / I I I � , I rn -- ------ -__ _ 8"W c� o I W 242.20' 1 — -cr m CIO I � m L0 -------_ / 131+00 R -- ------ - ---11------ --------'w /� 8„W / CO SSMH-08/ / \\ �� I I 09 08 ££ i I B2 L32 I i I I R/W R/W - -___ 8„W / / I I B4 L8 I �1r - i �r25 I i I / / 1 �o I �— — ��R/W ----- -------_ o' / B2 L28 oRAW -------- 9�0 i _+ ��R/W� W / I IRR I _ - - - - - - _ — _ I M O I \ � R/W � / I GIRR ,GiRF�� i — — — � - - - - - J M' q EG f� I I — _ I I p /� / / / I � � `�' `�' �/R M/8,Lb r - - _ _ — _ — � Il � I�� AT LEFT AT RIGHT Concept I m prove me nts-Street E 0 20' 40' Concept Improvements=Driveway C 0 20' 40' Horizontal Scale: 1" = 20' Horizontal Scale: 1" = 20' Q 2534 2534 2532 2532 Street E: Sta. 30+00 - 33+00 Driveway C: Sta. -0+20 - 1 +40 J HORIZONTA SCALE: 1" := 20' HORIZONTAL SCALE: 1" := 20' VERTICAL GALE: 1' = 2' VERTICAL SCALE: 1" = 2' C. 2532 2532 2530 2530 = ■� 0 y M ll ■� wo LU 2530 N N cc LU 2530 2528 2528 ■� co ti Cn W N N N PROPOSED GRADE AT CENTERLINE ■ rw cflo � + + LO /___ M v N 2528 _ —— ——————— —' J 2528 2526 2526 -0.88% _----- ___ ____ -_-- a 2526 -0 88% 2526 2524 2524 IIIIII� EXISTI G GROUND AT CENTERLINE ■— Q PROPOSED GRADE AT CENTERLIN \ \— ——,— — — — 0 2524 2524 2522 2522 cc c o 0 EXISTING GROUND AT CENTE LINE 2i = y w ¢ o � � Q 2522 2522 2520 2520 = ' z CD = _ CD LU o w COD 5- 2E Revisions 2520 2520 2518 2518 1. 244-LF OF 8-IN PVC AT 0.89% SSMH-09 48-IN MH PER ISPWC SD-501 STA: 32+92.49,6.00'R 27-LF OF 8-IN PVC AT 0.82% 2518 2516 2516 2518 RIM: 2527.66± IE OUT:2520.22,8-IN PVC (N) SSMH-08 48-IN MH PER ISPWC SD-501 SSMH-07 2516 STA: 30+47.54, 5.51'R 48-IN MH PER ISPWC SD-501 2516 2514 2514 RIM: 2525.49± STA: 30+11.52, 6.00'R SUMP: 2517.96 RIM: 2525.17± IE IN: 2518.06, 8-IN PVC SUMP: 2517.64 IE OUT: 2517.96, 8-IN PVC (NW) IE IN: 2517.74, 8-IN PVC (SE) IE OUT: 2517.64, 8-IN PVC (W) 2514 2512 2512 2514 $ZONAL G' 0\ST 1,,�, 2512 2512 2510 2510 09 1 sT o fgTEOF0D �S�N DEN 07/02/2020 2510 2510 2508 2508 Project No.: 119192 Date of Issuance: 07.02.2020 E Project Milestone: AGENCY SUBMITTAL EXISTING GROUNDELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Concept Improvements AT CENTERLINE FAT CENTERLINE Street E AT CENTERLINE AT CENTERLINE 2508 2506 2506 E - 2508 g _ CT ti O co co M N Lf') I� O M CO C}� LO LO LO CSC co O r N co CSC I� ti M C0 00 r- Cc CXJ co M O r r E a LO N O M I� Ln M N O 00 f� LO M r Z � M r � M LS7 ti 00 00 C10 00 00 ti ti CD LCJ LCJ LO LO f ti ti C9 C9 CD C9 C9 C9 Li7 L6 L6 Lf) LiJ LC� LS7 LS7 CO CO CO N N N N N N N N N N N N N N N N N N N N N ,O N ,O N ,O N LO N ,O N ,O N ,n N ,n N ,n N ,n N LO N LC) N LC) N LO N LO N ,O N ,n N ,n N ,n N LfJ N LfJ N .E€ N '� N N '\ N LO N '"n N '"n N LfJ N CIQ N C\J N C\J N C\J N C\J N C\J N LfJ N '"n N 11 N 'Q N '� N 11 N C"i N C"i -- N N N N N N N N N N N N N N N N N N N N N PP=06 -o 33+00 32+80 32+60 32+40 32+20 32+00 31+80 31+60 31+40 31+20 31+00 30+80 30+60 30+40 30+20 30+00 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 CLM Sheet Notes: Q = 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. 7I� PP-05 li � I I I I � I I I I I I I I � I I � •� � �� f � � \ I I ° \ \ ;,f ,#To I I I I I I I II I I I I I I I I I I I I I \ I I I I I I I I \ I � J I I I I I I I I I A I I 1/ I I I I I1 II II II II II I �3 L18 B3 L17� I I \12 B3 L16 B3 L15 B3 L14 B3 L13 B3 L12 B3 L11 I 1 \ /I I I I I I I I 11 I I I I I \ I I I I I I I I I \I I / C �3 L18 I I B3 L17 I I � 3 L1612 I I B3 L15 I I B3 L14 I I I I I I A I I I I I I I I I I I I I I I I I I I L--I-- - - - - _J i r I � � I I I I v v I I I I I 2 / / I L - - - � - - - J L - - - - - - - J L — — — — — — — L - - - - - - - J L - - - - - - - �°J \ R/W R R/W /W R/W R/W R/W R/W; R/W o \ x N \ a I 62 \ , 1Driveway B ,--- --------------------- N \ 0+72.64 B3 L19 a \ ,-SSMH-11 I --- -- - - � 0+00 SSMH-06 208-LF OF 8-IN PVC AT 0.83% I \ ��' I 8 SS m 8 SS �+} 8"SS o 8"SS 8"SS / STA: 26+22.04 (STEET B) T R/W R/ R/W /1 — —oc—� _m �— Street f► — S00 3442 W 191.44 , I � � �� ` x ,; A o\o 66��i— — —1 4- I + STA: 40+00 (STREET C) A 1 1 Driveway B ------ --- P, - / -- --- -- --- -- II �p�/ 42+00 M 41+00 I i 40+00 \ SSMH-11 0+72.64 B3L19 � 0+00 - - - - - - - - - - - - - - - - - � �c,Q�G 8W 8W �� ..per 8"W 8„W o I °SSMH-11A p , � �--------------- 81 B2 L18{ y I pip\o 42+00 I B3 L20 I \ R/W R/W R/W R RAN R�77 \ bhp ---- ------- I/ -- - --- - --- - - - - - - - � SSMH-11 A �' x � � \\� / B3 L20 I / R/W I r- - - - - - - - r-- - - - - - - - � - - - - - - � \ i oo I I I I I I \ / �' / 8� - - - - - - - - - - - - - - - - � 00 I I I I I I \ Cr r- - i / I \\ B2 L19 _ I / x - I j � - - - - - - - I B3L21Cn I CA r- - -- - - - - - - - - - - - I I I I I i I B4 L1 I I B4 L2 I I B4 L3 I \ o Ico � F I I I F 00 — _ I I I I I I N B3 L21 IANN I t co do I I I I I 47, y - - - - - - - - - - - - - - i I I B4 L1 PP-08 I � I I I � co B2 L20 I � I , PP-08 PP-05 \ \ Concept Improvements-Driveway B 0 20' 40' Concept I m prove me nts-Street C 0 20' 40' \ \ Horizontal Scale: 1" = 20' \ Horizontal Scale: 1" = 20' CJ 2532 2532 2532 2532 J Driveway B: Sta. -0+20 - 1 +00 Street C: S a. 40+00 - 42+60 MIJ HORIZONTAL SCALE: 1" = 20' HORIZONTA SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL CALE: 1" = 2 06ON 2530 2530 2530 2530 = 0 y ANN ■— ca 2528 2528 2528 2528 EXISTING GROUND AT CENTERLINE 0 2526 2526 2526 2526 O y !c M M O+ ti r M —— EXISTING GROUND AT CENTERLINE � i N N =CD a J 2524 — 2524 2524 ——__ — N w2524 ---------- 0.60°r° -- --__ CDw �■■� PROPOSED GRADE AT CENTERLINE PROPOSED GRADE AT CENTERLINE -1.50°/ rr rr 2522 2522 2522 2522 o 2 Q ,C y w o — 2520 2520 2520 2520 = : z o _ LOLU o w l- Revisions 2518 2518 2518 2518 1. O41-LF ON V- PC AT 0.8 ° 3/ 2516 2516 2516 208-LF OF 8-IN PVC AT 0.83% 2516 SSMH-11A 48-IN MH PER ISPWC SD-501 SSMH-11 STA:42+44.61, 10.091R 48-IN MH PER ISPWC SD-501 RIM: 2523.82± STA:42+09.78, 8.921R O 2514 2514 2514 IEIN: 2517.05, 8-IN PVC (E) RIM: 2523.63± 2514 IE OUT: 2516.95, 8-IN PVC (NW) IE IN: 2516.61, 8-IN PVC (SE) IE OUT: 2516.51, 8-IN PVC (N) SSMH-06 48-IN MH PER ISPWC SD-501 STA:40+05.05, 4.50111 2512 2512 2512 2522.61 2512 SUMP: 2514.27 IE IN: 2514.37, 8-IN PVC (E) $ZONAL ENG IE IN: 2514.79, 8-IN PVC (S) IE OUT: 2514.27, 8-IN PVC (W) 2510 2510 2510 2510 09 1 J�TEOF �OP �SoN DE14 07/02/2020 2508 2508 2508 2508 3 Project No.: 119192 E Date of Issuance: 07.02.2020 Project Milestone: AGENCY SUBMITTAL EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Concept Improvements m a AT CENTERLINE ATCENTERLINE AT CENTERLINE AT CENTERLINE 2506 Street C E o 2506 F2506 2506 CD N O co ti I R � M N O O ti co O) coLO co r T c0 T O O o0 ti � M N T r O W (.4 00 � co M M co M M M co M N N N N m E N N N N M N N M N M N M N M N M N M N M N M N N N N N N N N N N n N n N ,n N LO N N n N n N �n N N �n N �n N �n N N ,� N N N n N N LO N 11") N N NLO N N N 11") N LS") N 11") N N 11") N 11") N LS") N 11") N 11") N N N N N N CV N N N N N N N N N N N E r 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 42+60 42+40 42+20 42+00 41+80 41+60 41+40 41+20 41+00 40+80 40+60 40+40 40+20 40+00 PP O CLM Sheet Notes: Q = 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. MMJ rof4 PP-07 PP-06 64 L2 I I I I I I I I I I I v I 93 L13 I I rl) I - I _a" I I I I I I I I i ;,fo, L - - - - - - - - - - - - - - --- y� I 5C.0 I i�: d EG O8-D8 £E O° 5 `!r — — - EG E -t-`1�G I I I I 80 I — f — — — — — — — — /`1' `V `/ I B4 L5 I I B L6 I B4 L7— —I I B4 L8 1' —� �5 I M/�I Lti I I w cD 00 o I B4 Li / cn I I o I I o I m I _+ � I IR GIRR I IRR GIRR I �— — — — — M 3 L14 cc i cn � I — / I —t— I I � GIRR— / " I 00 0 / W•lr I , , Lb L - - - - - - -- - - - - - - - - - / J — I J, I U) I c� EG EG ----------I I 00 m - - - - - - - - � ---- it] - -J L - - -�— ° - - --- - L i — o / - - - - - c CD 70, N i o LL - - - - - - / rn I R/W \Jlf "r, a' R/W R/W R/W R/W --RW- R/VU CJ 3 L15 I SSMH-11 �� rAl /---- rn -------------------------- d. 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CD ANN ■� 2530 2530 ■y CM CIR CIR ■ 00 + D �r � co + N iQ GV Cn N 2528 6 = N 2528 = J CDw y cc 2.00°�° 2526 — --__ --- ----- ---- 2526 Q PROPOSED GRADE AT CENTERLINE � — — 0.60% O 2524 �--` �------- 2524 °C EXISTING GROUND AT CENTERLINE 0 CD LU 2522 2522 Q z o CD LU O w CD CJ 2520 2520 Revisions Q 1. 302-LF OF 8-IN PVC AT 0.83% SSMH-13 2518 48-IN MH PER ISPWC SD-501 2518 STA:45+43.16, 6.001R RIM: 2525.65± IE OUT: 2519.55, 8-IN PVC (W) 2516 2516 SSMH-11 A 48-IN MH PER ISPWC SD-501 STA:42+44.61, 10.091R RIM: 2523.82± 2514 IE IN: 2517.05, 8-IN PVC (E) 2514 IE OUT: 2516.95, 8-IN PVC (NW) �oNAL o� o\ST 2512 2512 09 1 J ATE OF 0P 2510 2510 �SoN DEN o7io2/2o2o 3 Project No.: 119192 Date of Issuance: 07.02.2020 E EXISTING GROUND ELEVATION FPROPOSED GRADE ELEVATION Project Milestone: AGENCY SUBMITTAL AT CENTERLINE AT CENTERLINE 2508 Concept Improvements 2508 LO M M Ln M M Ln M M � I- M Street D E CT m O CV M C'7 Lq LC) r` CD Cp � aT (7� C7 O M N co L-q "T; � co I- CT OO C7 M co T LC) L!7 T LC) LC) LC) U-) LC) LC) CD M LC) LC) LC) LC) L!7 LC) LC) LC) LC) g o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N LC) ll") LC) Lf") LC) Lf") LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N �E .E 42+40 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 45+40 45+60 45+80 46+00 46+20 o PP=08 if- Oil Sheet Notes: Q = 1. CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OF O PROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THE PROPOSED IMPROVEMENTS SHOULD BE EXPECTED. 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TREES BOTANICAL/COMMON NAME SIZE CONTAINER 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR AA ACER FREEMANII 'AUTUMN BLAZE' /AUTUMN BLAZE MAPLE 2"CAL. B&B PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. AE ACER PLATANOIDES 'EMERALD QUEEN' /EMERALD QUEEN MAPLE 2"CAL. B&B 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-01. CONTRACTOR SHALL STAKE ALL TREES DEEMED ,�`, GS GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. /���� MS2 MALUS X 'SPRING SNOW /SPRING SNOW CRAB APPLE 2"CAL. B&B CONTRACTOR'S OPTION. To PB PLATANUS X ACERIFOLIA 'BLOODGOOD' /LONDON PLANE TREE 3"CAL. B&B 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. PC PICEA PUNGENS/COLORADO SPRUCE 8' HT. B&B 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL(1"MINUS) BARK CHIPS. PF PICEA PUNGENS 'FAT ALBERT' /COLORADO SPRUCE 8' HT. B&B 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE PO PINUS NIGRA 'OREGON GREEN' /OREGON GREEN PINE 8' HT. B&B OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 3"CAL. B&B 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. Legend. 8. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN TURF SOD — o o — 6'OPEN STYLE METAL FENCE PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY &TAN VINYL FENCE, MATCH EXISTING VOLUME. CLOSED VISION FENCING. 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. ASPHALT PATHWAY &HIGH NOISE ATTENUATION FENCE. 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF SEE DETAIL 4/LP-2 TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS,AND 1/2" IN LAWN AREAS. 11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A RETAIN AND PROTECT REMOVE AND DISPOSE OF LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED EXISTING TREE, INSTALL EXISTING TREE, GRIND SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL PROTECTIVE FENCE AROUND x STUMP 18"BELOW EXISTING DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER:A) TREE. GRADE MIN. PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES Keynotes. CALLOUT NUMBERS COORDINATED ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER TO NUMBERED NOTES BELOW. EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS 2. END FENCING, SEE LEGEND FOR FENCING TYPE. FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 5/LP-2. BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. 13. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS Project Calculations TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES / ✓ // _ A. RESIDENTIAL SUBDIVISION TREES: 29 TREES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. WEST ACHIEVEMENT ST: LF 105,TREES PROVIDED-6 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE FUTURE: N. GLASSFORD WAY: LF 443,TREE PROVIDED-13 OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH B. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 1.55 ACRES. (67,648 SQ FT) ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. C. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 11% (MINIMUM 10%) D. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 65 PROVIDED (10 REQUIRED) \ \ \ \ - - _ (1 PER 1,147 SQ. FT.) (MINIMUM 1 PER 8,000 SQ.FT.) ACHD Landscape Plan Notes. _ E. MCFADDEN DRAIN UNIMPROVED IRRIGATION EASEMENT OPEN SPACE: 1.90 ACRES. (83,018 SQ FT) 10 F. MITIGATION FOR REMOVAL OF EXISTING TREES: 215 CALIPER INCHES 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, G. EASTERN FUTURE ROADWAY LANDSCAPE BUFFER TREES: 12 REQUIRED, 19 PROVIDED.� i / / ' �•1V�// /_--\ \ � �FlQ/ � �\ \� � � �\ \ \ � \ \ � \ \ STRUCTURES,OR FACILITIES. / Tree 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE MitigationCalculations INSTALLED, SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE 000 -/ _ <_\ �� / _ \ \ \ \ \ \ \ \ r.nnicTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 1 MITIGATION FOR REMOVAL OF EXISTING TREE 215 CALIPER INCHES - TREE 10 TOTAL CALIPER INCHES) 2. ADDITIONAL TREES PROVIDED: 55, 2 INCH CALIPER S (1 S) ADDITIONAL TIONAL UP-SIZING OF REQUIRED LANDSCAPE: .1. EVERGREEN TREES: 6-FT MINIMUM HEIGHT REQUIRED, 19 TREES UP-SIZED TO 8-FT HEIGHT / \ \ \ \\\ \\\ \ \ \ E < \ \ \ \ \ \ \\ 3.1.• COLORADO SPRUCE E 3.1.• COLORADO SPRUCE FAT ALBERT' 2520 EG C___ 3.1.• OREGON GREEN PINE \ \ \ \ \\ \ \ \ \ \ \ \ EG \ \ \ , \\ \\\ \��\ \ \ \_ \ 3.2. DECIDUOUS TREES: 2-INCH CALIPER REQUIRED, 10 TREES UP-SIZED TO 3-INCH CALIPERS /�'/// / / / I / ♦ ♦ 2 I EG 3.2.• LONDON PLANE TREE 3.2.• GREENSPIRE LITTLELEAF LINDEN . 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I II � I ♦ / III ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ I `252 I I I I • ♦ ♦ X ; ♦ ♦ ♦ ♦ III_, ♦ ♦ ♦ ♦�. ♦ ♦�♦�.�. ♦ ♦ ♦�. I I I (3)AA I .`. ` - GIRR - - - - - - - "' R - GIR�i GIR / / RR \ "o< x ANDSCAY�' ♦ � I '♦ ♦ ♦ ��`.'.'.`.'.`.'♦`.'.'.`♦'. ' I � � ♦�♦.` ♦.:♦` I I j ♦ 1 `,` - - - - — — — - i GI — — � — —��� � � I� � ► I I 07.02 aoao - - ♦ ♦ .3 I Project No.: 119192 x - • � a Date of Issuance: 07.02.2020 2 2 1 a Iw 2 5 AE `'' Project Milestone: AGENCY SUBMITTAL O I I `\ w L T w Preliminary Plat - o T E W ❑III Landscape Plan - I II I � � � / III � � I s PreliminaryPlatmLandscape Plan 40 80 Horizontal Scale: 1" = 40' LP=01 W Z O = ate � ==J � NOTES: NOTES: )I 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS of4 RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO l STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO " INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO GALVANIZED NAILS TO PREVENT SLIPPAGE. PREVENT SLIPPAGE. a 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. RUBBER CINCH TIE oa 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE C� ARCHITECT IMMEDIATELY. ARCHITECT IMMEDIATELY. d 2"x 2"x 8'CEDAR STAKE-DO NOT PENETRATE ROOTBALL. 2"x 2"x 8'CEDAR STAKE DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. SOIL LINE � SOIL LINE � MULCH LAYER, KEEP MULCH 3"AWAY FROM MULCH LAYER, KEEP MULCH 3"AWAY FROM TRUNK \ I TRUNK UTILIZE SOIL/ROOT PROBE AROUND TRUNK T \ BACKFILL WITH SOIL PLANTING MIX. SEE UTILIZE SOIL/ROOT PROBE AROUND TRUNK T' BACKFILL WITH SOIL PLANTING MIX. SEE (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP REMOVE BURLAP, TWINE,AND WIRE BASKET FROM TOP OF ROOTBALL, REMOVE ALL NAILS,TIES, AND PLASTIC \ \ \/ / %OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC \ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \ \ \ / /\/ COMMERCIAL SLOW RELEASE FERTILIZER TABLETS COMMERCIAL SLOW RELEASE FERTILIZER TABLETS VA/AA 'Y> �/AA FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY V/VA X V/VA/ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE \V/ REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE VA/ A/AA/AA/AA/AA/AA/AA/AA/A A / /VA/� VA/VA/VA/VA/VA/VA/VA V� A V/VA/ LEFT ON THE BOTTOM OF THE ROOTBALL. \/ \\//\\//\\//\\//\\//\\//\\//\\//\\//\\/\\ / LEFT ON THE BOTTOM OF THE ROOTBALL. \�/j /j�/j�/j�/jam/jam/jam/jam/jam/jam//\ \ SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 2x ROOTBALL DIAMETER 2x ROOTBALL DIAMETER Deciduous Tree Planting 3x ROOTBALL DIAMETER Coniferous Tree Planting 3x ROOTBALL DIAMETER 1 Scale: NTS Scale: NTS w z J O LOT OWNER_ USE EASEMENT - 6-FT HIGH NOISE ATTENUATION FENCE ON TOP OF BERM Fall 8-FT A H LT PATH 1 CV LOT BOUNDARY FENCE 1 ■1 RESIDENTIAL LOTS 6' HT BERM McDERMOTT ROAD (HWY 16) EASEMENT O O 50'LANDSCAPE BUFFER y ■� Cz ■ McDermott Rd (HWY 16) Landscape Buffer ■� 3 Scale: NTS Nome W !c r � a s -k ■— Q CD — a 4 f _ _ P - - -_— C CD Cc LU Q CODw Revisions �=t P1 . IRS � �•", 1• � ! � , I t � � Y L f , I ,� _ ..ar;'�• ' - :Mh• ..' ��i '} -- t b'PR .+1 �r .� � r .�.. - •~ - - � it OF + u �YiEW T•Ad i 1 , .gyp. - - - � �� - ..rt - _ 'i�y3"-; .. � �✓� /� � NDSCP, \\\\ 07-02.2020 Project No.: 119192 Date of Issuance: 07.02.2020 Project Milestone: AGENCY SUBMITTAL 6' High Noise Attenuation Fence Open Play Supporting Imagery Preliminary Plat 4 E o Scale: NTS 5 Scale: NTS Landscape Details 9 m E �E r --_ LP=02 Final Plat for Chukar RmidgeSubdivision Legend Notes FOUND BRASS OR ALUMINUM CAP MONUMENT,AS SHOWN pr. LOCATED IN THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. O FOUND 5/8"REBAR PLS 14216 OR AS SHOWN NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO SAID DRAINAGE ASSOCIATION, INC AND IRRIGATION EASEMENTS ARE RESERVED FOR THE CHUKAR RIDGE HOMEOWNERS O SET 5/8"X24"REBAR WITH PLASTIC CAP, PLS 7880 2021 2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION o SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 r� EASEMENTS ARE RESERVED FOR THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. 0 CALCULATED POINT, (NOTHING SET) J 3. LOT LINES ALONG THE REAR OF THE LOT AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION RM REFERENCE MONUMENT EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. — — — SECTION LINE 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION BOUNDARY LINE SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY 0 100, 200' APPROVED AND/OR REQUIRED. RIGHT-OF-WAY LINE 5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE INTERIOR LOT LINE SCALE: 1" — 100' TIME OF RESUBDIVISION. CENTERLINE 6. LOT 9 & LOT 31, BLOCK 2 & LOT 19, BLOCK 3 ARE DESIGNATED AS COMMON LOTS AND ARE ENCUMBERED BY A BLANKET PUBLIC UTILITIES AND CITY OF MERIDIAN PUBLIC WORKS EASEMENT AND TO PROVIDE - - - - ADJACENT LOT LINE SHARED ACCESS FOR LOTS 10, 11 AND LOTS 29, 30, BLOCK 2 AND LOTS 16,17&18, BLOCK 3. SAID LOTS 9 — — — — — — — — — EASEMENT LINE &31, BLOCK 2 & LOT 19, BLOCK 3 SHALL BE OWNED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC., OR ASSIGNS.THE OWNERS OF LOTS 10, 11, 29, &30, BLOCK 2 AND LOTS 16, 17& 18, BLOCK 3 WHICH TIE LINE WILL BENEFIT FROM USE OF THE COMMON DRIVEWAY SHALL AT THEIR OWN EXPENSE, MAINTAIN, REPAIR AND/OR REPLACE THE COMMON DRIVEWAY AS NEEDED. LOTS 9 & 31, BLOCK 2 AND LOT 19, BLOCK 3 IS O LOT NUMBER z NORTHEAST CORNER ALSO ENCUMBERED BY A BLANKET PUBLIC UTILITIES AND CITY OF MERIDIAN PUBLIC WORKS EASEMENT. SECTION 32 NMID NAMPA MERIDIAN IRRIGATION DISTRICT �o T.4N., RAW., B.M. 7. LOT 1, BLOCK 1, LOTS 1, 24&37 BLOCK 2, LOT 4 BLOCK 4 ARE DESIGNATED AS A COMMON LOT AND SHALL CP&F INSTR. NO. 2020-020779 BE OWNED AND MAINTAINED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. N S.29 S•28 8. LOT 38, BLOCK 2 IS DESIGNATED AS A COMMON LOT AND IS ENCUMBERED BY AN EASEMENT FOR THE ��3° MQ z W. McMILLIAN ROAD MCFADDEN DRAIN, INSTRUMENT No. 70321, AND WATER AND SEWER EASEMENT INSTRUMENT NO. N6°2'N 1 UNPLATTED S.32� '1S.33 2020-020189, RECORDS OF ADA COUNTY, IDAHO, AND SHALL BE OWNED AND MAINTAINED BY THE �N00034'42"E �I� W AND/OR ASSIGNS. N I 109.344' �� \�„ a N 9. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b),THE OWNER OF THIS SUBDIVISION HAS PROVIDED /�0a3p�1`1 �u AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR S65�OD�pCIO z \ N ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. �� Cl) S 4 07, „ �? z 10. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION \ q E 936.94 \$�� i I SERVICE WHICH WILL BE OWNED AND OPERATED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. 10 11 NHS°0�, , 38 r19 I I ALL PRESSURIZED IRRIGATION SYSTEMS IN COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED AND i 12 13 44 W 9p4 B100,2 �__ __ � I I MAINTAINED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. O14 15 69 c \ \ EXISTING SEWER \ \ z I 11. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH 16 17 B/ppk? � � EASEMENT TO BE VACATED _ I STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR 18 19 o I I BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 9 20 21 _ _ I I NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN O 22 o \� I I I THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS 23 v S�5°0�, „* CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS UNPLATTED � O 24 P5 9q E 333 3r \� + — — — — — — FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL C\jCD I 7 O 10 O 26 27 S75,07,4411E I FACILITY OR EXPANSION THEREOF. N I O O W.Spr q O 28 29 25.80' o � ' get Str O 30 I 12. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT N O Og 11 a vet \ I25' CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR ov as a \ � \ � - - - z c H z — — CHUKAR RIDGE SUBDIVISION FILED AS INSTRUMENT RECORDS OF ADA COUNTY, IDAHO O O Block 4 � I I o AS AMENDED FROM TIME TO TIME. m 5 `; (D 12 ti a 31 30.00' co z OO z NMID EASEMENT CO a 13. LOT 39, BLOCK 2 IS PROPOSED FOR AN IDAHO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PARCEL,6 Y 13 0 o �, N � m TO BE DEEDED IN THE FUTURE. I z O O O O O 32 co,3 ICI coMo O pp 14 1 p z I Cl) I ��, cN � 14. THIS SUBDIVISION IS SUBJECT TO AN EXISTING ADA COUNTY HIGHWAY DISTRICT (ACHD) EASEMENT AS O -� 33 37 N Q CO39 I o m RECORDED IN INSTRUMENT No. RECORDS OF ADA COUNTY, IDAHO. as UCC C:) OO 15 W.Achievement Street SEE NOTE 13 I � I co 15. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD AS RECORDED IN INSTRUMENT No. 34 CD m I N I o a RECORDS OF ADA COUNTY, IDAHO. 1 I ( 16 R I I I� — — — ( W Achievement St a 35 i i c 16. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE HIGHEST O 17 KNOWN NORMAL GROUND WATER ELEVATION. 19 20 21 22 23 24 25 26 27 P8 2 36 N89°19'38"W 25 W AL LA S Block 1 O O 18 Bloc 3 O 25.00' i 0 ER o L N89°19'38"W 363.11' � � 5 , N89119'3811W 1323.00' — — — — a '7880 0 SE 1/16 CORNER UNPLATTED I I EAST QUARTER CORNER 0)11-3-20200 SECTION 32 I SECTION 32 qT P� T.4N., RAW., B.M. I I T.4N., RAW., B.M. OF \� CP&F INSTR. NO.2016-120634 R.WA I , Ito MTH E CV SE CORNER I� Curve Table LAND .SECTION 32 C'' N GROUP T.4N., RAW., B.M. Cl) CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH CP&F INSTR. N0. C) C26 343.24' 12875.00' 1031139" N06°04'52"E 343.23' 2019-017187 S.32 S 33 _ _ _T_4 N, R_1 W. S.5 S.4 W. USTICK ROAD T. 3 N, R. 1 W. Eagle, East Shore Drive, Suite 100 E C30 88.27, 12875.00' 0°23'34" N05,07,1511E 88.27' I Eagle, ID 83616 PN 119192 SHEET 1 OF 4 Final Plat for Rmidge Curve Table Chukar Subdivision CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C9 31.40' 20.00' 89°57'41" S44°24'09"E 28.27' Legend 2021 C10 136.52' 75.00' 104'17'35" S52043'29"W 118.44' - - - SECTION LINE O LOT NUMBER FOUND BRASS OR ALUMINUM CAP MONUMENT,AS SHOWN C11 35.35' 25.00' 81°00'47" N34°37'20"W 32.48'5 OO FOUND 5/8"REBAR PLS 14216 OR AS SHOWN - - SUBDIVISION BOUNDARY LINE NMID NAMPA MERIDIAN IRRIGATION DISTRICT C12 70.61' 45.00' 89°54'21" S44022'29"E 63.59' Oo SET 5/8"X24" REBAR WITH PLASTIC CAP, PLS 7880 RIGHT-OF-WAY LINE C13 31.43' 20.00' 90002'19" S45°35'51"W 28.29' INTERIOR LOT LINE C14 27.10, 67.00' 23°10'37" S12°10'00"W 26.92' �326 /jam \ o SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 - G C15 31.52' 67.00' 26057'02" S37013'49"W 31.23' °26Q6i/i \ CENTERLINE N66 Qo CALCULATED POINT, (NOTHING SET) C \ \ - - - - ADJACENT LOT LINE C16 40.35' 67.00' 34°30'35" S67°57'38"W 39.75' RM REFERENCE MONUMENT\ - - - - - - - - - EASEMENT LINE C17 22.98' 67.00' 19°39'21" N84°57'24"W 22.87' ` \ - - TIE LINE C18 43.40' 51.50' 48'1719" S24°43'21"W 42.13' \ 0 50, 100, C19 26.43 20.00 75 42 25 N37 16 31 W 24.55 C20 50.34' 51.50' 56'00'16" S76°52'08"W 48.36' \ \ \ SCALE: 111 = 50' C21 36.41' 20.00' 104°17'35" S52043'29"W 31.58' 40,12' \ ft..42 OT \ See Sheet 1 for Notes C22 28.28' 20.00' 81 000'47" N34037'20"W 25.98' / °0$g0 \ 66.56, \ C23 29.60' 20.00' 84°47'17" N48°16'42"E 26.97' 63 / o � co - 40.00 \ \ C24 33.74' 21.50' 89°54'21" S44°22'29"E 30.38' of � co ` I r r N o 6 40.00, �.; \ \ S�q"F 1 C C25 33.24' 20.00' 95°12'43" N41°43'18"W 29.54' N 10 N 11 w 12 w o 40 p0, \ \ \296.06, O M 13 40.pp, \ ` C26 343.24' 12875.00' 1031'39" N06004'52"E 343.23' M M _ EXISTING SEWER 0 0 o M 14 40 00, �EE1' �� \ \ \ EASEMENT TO BE VACATED \ \ C30 88.27' 12875.00' 0°23'34" N05°07'15"E 88.27' CD CD O z z z _ 15 "' 40.pp, s o 4000, \ \ �` �EESHEETI \ \ 0 16 o 4p N75°0�'q4„ FOIlO'T 9a _ \ I 6 C17 rJq co 0 0 17 o' 0 8�0 pp, 4p W 9p4.6g, DIMENSIONS \ \ co 20.00' 40.00' 40.00' O 39. o 18 "? Ck 2 0p' S00°34'42"W S89°23'36"E 100.00' 7g 4Q p p o 19 co 0 4000, 38 \ \ \ \ \ o 30.03' O h S38°49'00"E 6.38' 400 ,0 , s o 0 o L \ 50 p0, 33 , \ 0 ° 20 3 .32\ co 20.00 85.41 �6� 9� 0 4p 0 , co s 21 `j 40.00, S89025'18"E 105.41' 0� so N ° 40 p p N 22 4QOp' \ o v �� N O o qp v 39 o O z,�0 C20 15 cv 4000, N 23 o 0 0p 4 p ` o �, 40. CO o, 24 o Op ` S89°25'18"E 100.00' ; / N85022'24"W 82.97' r24.58 \ °° qp°0 c; o' 400 ,CO 4000, co26 s o. 0 4Q 12 . v 7 C O o 10 cj9 M I575°O�q4„ 636 y3, 40'0p' cq o 27 o 65.82, ° o; O o 7.41 + v 7.18' ``' rl! E 554. 5Q 28 0 \ CO N S89°25'18"E 100.00' 23.5' 23.5' O N89°25'18"W 100.00' N89°25'18"W 100.00' 23.5 I ��� SPR10C f,SrgEET ', °0 4p pp `' a"' 29 M I oo O o � O o 11 0 23.5' 15.46' \ 40 00 30 ° � o v S89°25'18"E 100.00' 395.78, 3 .86 CO er o N o 324 0y, \ 4014 o v z S89°25'18"E 100.00' � u+ M 0 o cv 8.941 30 g3 ,� c..; N89°25'18"W 100.00' N89025'18"W 100.00' a o � co N o W o o Block 4 coo he oo O o0 12 o LU I � O ° ^ ° 4Q00, SEE SHEET 1 o c' 5 0 6' 0 4j M 5 07' 20. FOR LOT 39 o o O "T _ o• r S89 2518E 100.00 0 - N89°19'40"W 160.00' M o N7 44'�W 0°' 00 r cv C� M 9p93' DIMENSIONS I m S89°25'18"E 100.00' W N H N o 40.00' 40.00' 40.00' 40.00' >> 31 S14°56'57"W a M N89°25'18"W 100.00' ao N891251181W 100.00' o o O o o0 0 o O M ti O o �� ° N7 ° 86.14 30.00 z o o rn o 0 0 00 °° o v `J 23.5' S 07'44'�y 15.10 cn o O oo u�+ l ti v O oo M 13 T z o ui M b o 0 0 23.5' 10y 1- 39 4 o ac N v w o c" r S89°25'18"E 100.00' o0 0 "' 'n "' ° 24' M N N C' o o o L, 00 O 32 W S89°25'18"E 100.00' z N89°25'18"W 100.00' M N89°25'18"W 100.00' o o O5 6 O7 O W N CD I C0 M O C0 O N O N T N r M 0 o z O o o - o 0 0 O a r y I oo O o o ca o 14 0 N 0 o Y o U _o o S89°25'18"E 100.00' o 0 0 0 '�+ N84°06'57" 37 0° 23.5' ° 23.5' o c" U Cn N o W 100.00' W S89°25'18"E 100.00' ° ° C' c" a ' 33 0 0 N89 2518 W 100.00 N89 2518 W 100.00 �'s� 0 133.96' 40.00' 40.00' 40.00' 40.00' 13.18' V� g C6 o W L LAIVD o 0 2 0 0 4 00 15 Cj� 307.14' N Cn \S RF �fQ Ov O v v O "T O �, N N a L' M N84°06'57"W 100.00, N � W G SA° _ _ _ S89°19'40"E 346.86' z o L" o 23.5' 23.5' 3S�25,, o W.ACHIEVEMENT STREET °° � `r 34 o N o a '7880 0 O S89°25'18"E 100.00' o N89°25'18"W 100.00' N89°25'18"W 100.00' q F 10 o w m T1-3-2020 1 C>'` O o o N 332.17' N z o s o o r' Jya�TE OF �oP � N89°22,59"W 89 99 16 40.00' 40.00' 40.00' 40.00' 52.17' 40.00' 40.00' 40.00' C o N84°06'57"W 100.00' �� O o R.WAIL'' M W ACHIEVEMENT ST �, N89°25'18"W 100.00' N89°25'18"W 100.00, N o 0 0 0 5.43, 23.5' 23.5' 35 o z o _O O� LO O N VO coo° N89°22'59"W 133.50' - o 0 2 0 17 o -\rJ o _o _o 0 0 0 0 0 28 O ° THE o M 19 N 20 21 23 T r N84 06'57"W 100.00' r� / Cn 1�►i D90.0o 22 24 N 25 N 26 27 N o T LAN 1, N . N89025'18"W 100.00' N89°25'18"W 100.00' z D 0 M 0 M o o o v o 36 0 80 O Cg 6 v o 0 00 00 00 0 0 o S89 19 39 E 100.42' o G R O U P Block 1 1 23.5' 23.5' O o 18 M cr' cn cn cn � Cn C ° `* M Block 3 N 18.07 110_00' 14.24' / o 100.00' _ _ _100.00' 30.00' 40.00' 40.00' 40.00' 40.00' _ 52.00' _40.00' 40.00' 40.00' _ 47 0' N_ _ 150.62' 363.11' 462 East Shore Drive, Suite 100 o - - - - - _ _ SE 1/16 CORNER SECTION 32 N89°19'38"W 1323.00, ° - - ° Eagle, ID 83616 T.4N., RAW., B.M. UNPLATTED PN 119192 SHEET 2 OF 4 Final Plat for Chukar i e Subdivision Certificate of Owners 2021Certificate of Surveyor KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT DESCRIBED AS FOLLOWS: THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO A PARCEL OF LAND LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32,TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE CODE RELATING TO PLATS AND SURVEYS. MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 32 OF SAID TOWNSHIP 4 NORTH, RANGE 1 WEST; THENCE SOUTH 00°32'39"WEST,A DISTANCE OF 2633.70 FEET ON THE EAST LINE OF SAID SECTION 32 TO THE EAST ONE QUARTER CORNER OF SAID SECTION 32, SAID POINT BEING THE POINT OF BEGINNING; L LAND 1 S EF �� THENCE NORTH 89'19'38"WEST,A DISTANCE OF 1323.00 FEET(FORMERLY DESCRIBED AS 1322.91 FEET) ON THE EAST-WEST MID-SECTION LINE OF SAID cy G SECTION 32; THENCE NORTH 00'34'42"EAST, A DISTANCE OF 629.46 FEET (FORMERLY DESCRIBED AS 629.58 FEET) ON THE NORTH-SOUTH 1/16TH SECTION LINE OF THE w 7880 NORTHEAST QUARTER OF SAID SECTION 32; 11-5-2020 THENCE NORTH 66'26'46"EAST, A DISTANCE OF 73.26 FEET; `s� THENCE SOUTH 75'07'44"EAST, A DISTANCE OF 1296.06 FEET (FORMERLY DESCRIBED AS 1295.96 FEET)TO A POINT ON THE EAST LINE OF SAID SECTION 32; �`� ,5 E OF THENCE SOUTH 0012'39"WEST,A DISTANCE OF 341.62 FEET (FORMERLY DESCRIBED AS 341.82 FEET) ON THE EAST LINE OF SAID SECTION 32 TO THE POINT R.WA OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 15.42 ACRES MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION. AMH DEVELOPMENT, LLC,A NEVADA LIMITED LIABILITY CORPORATION JEREMY FRITZ,VICE PRESIDENT- LAND DEVELOPMENT Acknowledgment STATE OF ) ) S.S. COUNTY OF) ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED JEREMY FRIZ, KNOWN OR IDENTIFIED TO ME TO BE THE VICE PRESIDENT- LAND DEVELOPMENT OF AMH DEVELOPMENT, LLC, AN NEVADA LIMITED LIABILITY CORPORATION AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. NOTARY PUBLIC FOR IDAHO _ RESIDING IN T H E LAND MY COMMISSION EXPIRES • - G R O U P 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 119192 SHEET 3 OF 4 Final Plat for Chukar i e Subdivision Approval of Central District Health 2021Certificate of County Surveyor SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE,TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE I,THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. COUNTY SURVEYOR CENTRAL DISTRICT HEALTH PLS DATE Approval of Ada County Highway District Certificate of the County Treasurer THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS I,THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308 DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY ON THE DAY OF INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY. PRESIDENT DATE COUNTY TREASURER Approval of City Engineer County Recorder's Certificate I,THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. STATE OF IDAHO) ) S.S. COUNTY OF ADA) I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. AT MINUTES PAST O'CLOCK M., ON THIS DAY OF IN CITY ENGINEER BOOK OF PLATS AT PAGES THROUGH INSTRUMENT NO. DEPUTY EX-OFFICIO RECORDER FEE: Approval of City Council I,THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK, MERIDIAN, IDAHO p,t LA STE, r� r� �'�� T H E LAND a 7880 11-3-2020 - G R O U P �� TE OF �pP � P.WA 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 119192 SHEET 4 OF 4 PLANT SCHEDULE THE / 1 TREES BOTANICAL/COMMON NAME SIZE CONTAINER ' I AA ACER FREEMANII AUTUMN BLAZE /AUTUMN BLAZE MAPLE 2"CAL. B&B LAND 1 • / AE ACER PLATANOIDES 'EMERALD QUEEN' /EMERALD QUEEN MAPLE 2"CAL. B&B GROUP GS GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B MS2 MALUS X 'SPRING SNOW SPRING SNOW CRAB APPLE 2 CAL. B&B PB PLATANUS X ACERIFOLIA 'BLOODGOOD' /LONDON PLANE TREE 3"CAL. B&B / PC PICEA PUNGENS/COLORADO SPRUCE 8' HT. B&B - �I� �\ - - - - _ I PF PICEA PUNGENS 'FAT ALBERT' /COLORADO SPRUCE 8' HT. B&B PO PINUS NIGRA 'OREGON GREEN /OREGON GREEN PINE 8' HT. B&B TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 3"CAL. B&B TURF SOD — o o — &O N STYLE METAL FENCE 000I �_ CLOSED VISION FENCING MATCH EXISTING AN VINYL FENCE, \� \ ASPHALT PATHWAY 6' HIGH NOISE ATTENUATION FENCE. / G \EG SEE DETAIL 4/L1.50 ! 2 5 2 0 \\ 2 I I I v v EG v v v 4, �� v� _ _ _ RETAIN AND PROTECTREMOVE AND \ \� \��� _ EXISTING TREE, INSTALL EXISTING TREE, GRIND OF PROTECTIVE FENCE AROUND X STUMP 18 BELOW EXISTING �� / / .• ... I I I I I I I / � \ \\ 'l � _ z \; ?\\� �� _ ___ \ \ TREE. 25 GRADE MIN. 41 I I I I 1 I III _ / / � � , � PiR \ EG \ \ \ \ \ �� `� \� � �� EW CALLOUT NUMBERS COORDINATED (2)AA 11 I III I ' 1 1 1 l Pi • •. . I R G Keynotes # TO NUMBERED NOTES BELOW. I ' `.`.`. . . I / � �\\ `ice ���� EG C\j , ,•,•,•,•,• I I I III III / / PIRR EG \ \ 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 1 ,•,',`,•, I I I I I / / / / / / / /' 2. END FENCING, SEE LEGEND FOR FENCING TYPE. \ \ \ \ 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 5/L1.50. PIRR EG � \�� EG \\\ \� _ \ 4. SITTING BENCH, BY DEVELOPER. / / / , ' \ \ EG Project Calculations Z J . . . . . L L - - � I L// ' J L \ l l l i l l l � l l // l r R \EG - I J , / / / l l / / / / / \\ R \ �- \\\ xx A. RESIDENTIAL SUBDIVISION TREES: 29 TREES O • - - I l / / / / 21 WEST ACHIEVEMENT ST: LF 105,TREES PROVIDED-6 / / / � / / / CL P/ FUTURE' N. GLASSFORD WAY' LF 443 TREES PROVIDED-1 3 1 B. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 1.55 ACRES. (67,648 SQ FT) L 1 ' Driveway A R R l \ \ \ J/ \ \ l l / j l l / l l l l l l l l l / �I \l C. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 11% (MINIMUM 10%) O Y , \ J /�\ / / / / / / / / I / / // I / �'?. D. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 65 PROVIDED (10 REQUIRED) 0 I - / / / i / / / 3 GS,•+ (1 PER 1,147 SQ. FT.) (MINIMUM 1 PER 8,000 SQ.FT.) '' / '� / / III, 1 /' E. MCFADDEN DRAIN UNIMPROVED IRRIGATION EASEMENT OPEN SPACE: 1.90 ACRES. (83,018 SQ FT) 10 r- - - - - - - - - / / � 2 � / ______-\ \ / J /� / / / / / / 1 / F. MITIGATION FOR REMOVAL OF EXISTING TREES: 215 CALIPER INCHES Q I . I - / / / / / / ,• / G. EASTERN FUTURE ROADWAY LANDSCAPE BUFFER TREES: 12 REQUIRED, 19 PROVIDED. � R w J l i = I I R v _j l i i Landscape Notes: ■ . . . . . . . . . . . . . . . . . . . . . . . . mime — - - 3 GS \ ILL .'oc - -- -- -- / - - `. ) R / J L / 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2522 / i �,`,�,��. `,•,• , ,•,• • •, � � W\/ ,•, •,•,• 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. / I S R 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-01. CONTRACTOR SHALL STAKE ALL TREES DEEMED W I nr _ N NECESSARY I.E..... FROM BEING BLOWN OVER PLANTED WITH LOOSE ROOT BALL ETC. �+ I I I - - - - - - / M w .� L - - - - - - - - - __ L __ __ J_ .P1R 6 MS2 e Stye �.` CONTRACTOR'S OPTION. - - - - - - - r - - - - - - - RR - - �) (5) G et 2 2 24 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND a 2 ,',` ' , , SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. O 1 I I I I I cc I I 3 •,•,• •,•, • ,•,•, , L 2 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL (1"MINUS) BARK CHIPS. '.'.'.`.'. . . 1 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE = p 1 .. . y L — — — — — — — — - ' L - - J \ OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY Q - - - -- - - - '.`.'. CD L - - -__- -- -- -- -- -- -- -- -- ' '.'. 4 �' CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. i 1 -- _ -- r- - - - - - - - - - r- - - - - - - - - , I I •'•`• •`•% 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE 419 i'INCZ i 1 I 1 I I � I I WITH SITE GRADING PLAN. E ~O �Z c�1 I I I I I _ I 1 O �'.'.' .'. '.:.'. 8. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A Oow = w I Q I I ILr I I -_ L - __ - __ - - �- _ •`•`•` `- RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL w Q 1 1 '�' �' `� ' �'�' �' ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN p 0 - - - - - - - - � .� -- -- -- -- -- r- - - - - - - - - - P PI - - - - - - r - - __ - __ - � __— i � i I I `.-.� ������� � r - - - ; I - , I � PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY = � U z �+ _ VOLUME. Q_ .o� r I I I 1 �_ I I ` 4 I I ' I ' I I 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER = z 0 c�1 I I I I I I I '� I 1 •'• I 1 I I I I I LO MANUFACTURER'S RECOMMENDATIONS. = O w I 4I I '� I I y L — — — — — — — — J .```.````•♦` I I I 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF COD � j _CCL — — — — — — — — J �L — — J __ -_ -_ __ '.' ,''-''''` I I i I I SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" — — — — — — _L— — -_ �� -- -- -- -- -- •,-, , BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS,AND 1/2"IN LAWN AREAS. _ _ _ _ _ _ _ _ , I m I I -------I 11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO Revisions I 1 i �C I 1 I :•A- PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A _ - - - -I- - I • I I I I I Z I I ,•,�■+ , I ' I I I I LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED 1' 1 * I I L — — — — — — SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL 1 1 I L — — — — — — — —m-0, L — — — — — — — — J - - - '�PIR� L - - - _J I - L - - - -� DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER:A) 1 L - -- -- -- -- -- - . ,`.`.`. .`.� I 1 PROVIDE APPROVED IMPORTED TOPSOIL, OR B. IMPROVE ON-SITE TOPSOIL WITH METHODS R I 1 APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES • I I _ ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER ___ _____ __ EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. -------------------------- �� (13)TG i �� \ GS (5 2524 1 1 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS L - - - - - - - - J L - - - - - - - - - _ _ X FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, _ _ _ _ _ - 0 I BRUSH WEEDS AND OTHER LITTER AND FREE OF ROOTS STUMPS STONES LARGER THAN 2 INC ' `. .`. . . .`.'. . . r — — — — — — — — — — — W Achievement St IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. v, -- -- ----------- ------ -- - ------------------- 13.1 OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS I f3/�]I•. '�• .R� 1 I I I I I \ _� TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL DRAINED SITES R/W R�/ �•,•,•,•,•, �•,•,•,•,•, I I I Q I 1 WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. - - - - - - - - I L - - - - - - - - J LL L - - - - - - - - J � � � 14. BRIS ON THE SITE CREATED FROM LANDSCAPE __ _ _ _ _ _ _ _ _ _ ��. I (2) GS IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DE --------------------- _ _ _ —X (6)TG I i - — - - I� r - - - _ - _ _ - i I I I I I I I I I I 2525 I ; r - I OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. - - 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH 1 ' .•.`.'.� . ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. EG o W Achievement St � �; 2524 ' I ' ; I , � I C I 1 , I I , I 1 �•: II 1 I zF_ 0 ID y - - - - - - - - - - - I L - - - - - - - _ 1 1 1 11 1 1 I II I I r ACHD Landscape Plan Notes: PF,LR.T� 1 4 �� o r I -- — — — — — — — — — — — - - - - I , 00-_ r , � I I I I I I I I I I � II 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, -Sp . � . i I I (3)AA STRUCTURES,OR FACILITIES. 2525 ' I I ' 1 I I I I I I I I I �.t��(�' • • 11 1 1 IV 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE , -16888 •` (-1 *`• •`• • •`• •`• L _ J L - _ I L ' L I I I ' � INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE i •Plfifi• _ iF� PTRf Rl� - - - �fRF� PIRR PI16 '• . --1 - E 2 GIRR NDSCA4�' ��� _ � . PI -� _. L _ PIRR J CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. // � R \\11/03/2020 2 2 I Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 _ I 1 Construction Project Milestone: AGENCY SUBMITTAL 1 By stamping and signing the improvement plans,the Registered Engineer ensures the Landscape Plan li District that the plans conform to all District policies and standards. Variances or Landscape Plan - Area I waivers must be specifically and previously approved by the District in writing. p Acceptance of the improvement plans by the District does not relieve the Registered 1 ENE Landscape Plan=Landscape Plan - Area 1 0 40' 80' Engineer of these responsibilities. .E BY: DATE: ■O 0 Horizontal Scale: 1" = 40' ADA COUNTY HIGHWAY DISTRICT w PLANT SCHEDULE �� �i THE 1 w C rn TREES BOTANICAL/COMMON NAME SIZE CONTAINER AA ACER FREEMANII 'AUTUMN BLAZE /AUTUMN BLAZE MAPLE 2"CAL. B&B LAND 1 `-1 AE ACER PLATANOIDES 'EMERALD QUEEN' /EMERALD QUEEN MAPLE 2"CAL. B&B • 1 W — - GROUP 1 GS GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B a 1 "' MS2 MALUS X 'SPRING SNOW' /SPRING SNOW CRAB APPLE 2"CAL. B&B CD PB PLATANUS X ACERIFOLIA 'BLOODGOOD' /LONDON PLANE TREE 3"CAL. B&B 1 z PC PICEA PUNGENS/COLORADO SPRUCE 8• HT. B&B W 1 w m PF PICEA PUNGENS 'FAT ALBERT' /COLORADO SPRUCE 8• HT. B&B 1 o PO PINUS NIGRA 'OREGON GREEN /OREGON GREEN PINE 8• HT. B&B Cn 1 W a TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 3"CAL. B&B CD a w Legend: 1 I I TURF SOD — o o — &OPEN STYLE METAL FENCE 1 1 I I W &TAN VINYL FENCE, MATCH EXISTING 1 I I ,¢ CLOSED VISION FENCING. I ASPHALT PATHWAY & HIGH NOISE ATTENUATION FENCE. 1 I I w SEE DETAIL 4/L1.50 o RETAIN AND PROTECT REMOVE AND DISPOSE OF EXISTING TREE, INSTALL EXISTING TREE, GRIND PROTECTIVE FENCE AROUND X STUMP 18" BELOW EXISTING C~ TREE. GRADE MIN. EW w Keynotes: CALLOUT NUMBERS COORDINATED f �J TO NUMBERED NOTES BELOW. WEST LAZY DIAMOND C LANE I I 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 2. END FENCING, SEE LEGEND FOR FENCING TYPE. LU 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 5/L1.50. � W 4. SITTING BENCH, BY DEVELOPER. Project Calculations `� �����\ `� A. RESIDENTIAL SUBDIVISION TREES: 29 TREES .1 21 \\ \�� E ���� �� •�a `- I WEST ACHIEVEMENT ST: LF 105,TREES PROVIDED-6 I o�- FUTURE: N. GLASSFORD WAY: LF 443,TREES PROVIDED-13 I�� G1 III N B. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 1.55 ACRES. (67,648 SQ FT) �a� I I C. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 11% (MINIMUM 10%) �2"DD\ � D. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 65 PROVIDED (10 REQUIRED) R \� � ��� ��� \ 3 GS,• � l \�� (1 PER 1,147 SQ. FT.) (MINIMUM 1 PER 8,000 SQ.FT.) / / / / l 1 • • r PlR \EG ����� ��� ��\�\ m I E. MCFADDEN DRAIN UNIMPROVED IRRIGATION EASEMENT OPEN SPACE: 1.90 ACRES. (83,018 SQ FT) I I F. MITIGATION FOR REMOVAL OF EXISTING TREES: 215 CALIPER INCHES Q I / l 1 - -,•,- / / PIRR ��� \�� \� �� I I G. EASTERN FUTURE ROADWAY LANDSCAPE BUFFER TREES: 12 REQUIRED, 19 PROVIDED. I AEG Landscape Notes: r \ I \ � I 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR / ,• • • l l l l �/ / / PIRR COD G 2 \� � i ������ I "' r PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. aIRR 2 EG = _ - - 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. 65.83, `Eun _��\� �` - / _ - 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-01. CONTRACTOR SHALL STAKE ALL TREES DEEMED W - -�' // / / / / / / / / / / :, ;• ! —_� ``= �� I I e / NECESSARY, LE..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. freet 2 R:. l l / �.�.�. EG\E I 'l 's CONTRACTOR'S OPTION. 2 J / / / 3 PO \ G _ I 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. / \ J / / / l l •.cam `. .'.` '.I (20)AA �`EG U-1 L 2 -- / ` / / / / ,•••,•'4 ,`, • ', �\EG \ I I I O 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3 OF SMALL (1 MINUS) BARK CHIPS. \ - 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE = p ••• • • - ! / J// / / • •• EG\ OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY ¢o - / •I - - CD CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. R, (7) PC \� �G - -OI — - - - - 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE F_ O (6) PF t3l'_3 ��E� I I w WITH SITE GRADING PLAN. E CD O 7 A\ ` •` ` ` `�' ` •`•' •`•`�' ` (4) PB \\ 8 F COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET ROTO TILL _ ' . .'• . . . . . �'.�`.� '.`.` �� - W IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A • � • � , Y •� �` •�•• 25 PRESCRIPTIVEROW � RATIO OF 3 CUBIC YARDS 0 - � Q DI'IVeWa C I I ' ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN �p _ \ I -_ • I IW I PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY = � z P PI I Q • r - - - � I - - - � I r - - - � I - - - •• � I w VOLUME. .• ' I 1 r \ t �'I 6 I I I I w 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM' PLANTING TABLETS. QUANTITY PER = z 0 I •` 252 I II / I I, I r MANUFACTURER'S RECOMMENDATIONS. = LO O w IICD '�' I I I I I I I I I I n,', •' ' I 51.81"• I I 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OFCOD r I I II TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" II III III I • I I I ' I II I w I D • ,• ,- •• • • •r I BELOW SURFACE OF WALKS AND CURBS N PLANTING BED AREAS,AND 1/2 IN LAWN AREAS • ��••�, 2525 I ` I C3 III II- I- I . . _ • I I I I I w J 11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO Revisions L - - _ _ _ { • -.• •.+ • •• PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A f 30'NMID EASEMENT • • I I I I I I I I I •" `• i -—_ - _ - . I I I' I ' LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED 1' •'. I I I I I I I ` r - - 2 I II I 3 SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL •� .�.• • L - - _J - - J L - - - � L - - - J { 1 • �6 S.F. CD DOES NOT MEET THESE MINIMUM STANDARDS CONTRACTORS ARE RESPONSIBLE TO EITHER A) b C W PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS 1 4.1 I + APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ` •• `. R R �_ R .�.••�.`� �� L - .•. �'• - - - _ - -2526- - - - - - I I I I �ti . .. R W = i , ,`, I s ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER �� ___ - - - _ _ _ . . I ,� --_ _ _ -__ _ - __ �• W EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. _N , •I I I I `� i w 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS 1 X m Q ` I I I FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, St / 1 ,CCD I v I '•' BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES 1 -- ------ -- -- -- -- -- -- - --� i I X � L - �_ I � •, -,•• ,•I I I' I I �I I IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. ---- 13. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS V m - J I I I W I J TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES 51.21' /.� I WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. 1 I 1 I i l 1 :` I I I s�'� w I I 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE 2 GS 1 � � 3 5- �•� •� O ••• •• � C1 i I I �• •�• •�••• � - - - N � I I OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. I 1 - I I Ij 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH • • • • - I� ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. N i _ - ��____ _J 2527 I WCD \ .' I I' OF ACHD Landscape Plan Notes: I I I I I p �° � `�' `�'•T ` II I I I I I I I '•' t �I I • •,•• ••,I (3) PO I I I i II 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, = ' ••` l•' "' STRUCTURE R FACILITIES - - { - (3) AA i i � - I - STRUCTURES, ` ' 'S0.24' ` - - - - - - R: I "o' 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE LA-16 88 \ . - - .. `.` LI- - - J I L - - - J I L - - - J I - - - - - _ �� I I I 1 „ ' ' �� 12"GIRR __ } °C I� I � INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE 2 GIRR 12"GIRR •• ` ` 12"GIR •' I • 12"GIRR R 12 GIRR I I ' CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ��/L`�NDSCA4�' \�\ `P R PIRR PIRR ` P •`p •`• 2"PIRR 2"PIRR 2"PIRR 2"PIRR - 11/03/2020 2 1 2 I - Project No.: 119192 (5)AE 1 I I Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 1 - W 1 i I Construction N w Project Milestone: AGENCY SUBMITTAL 1 I ��T T Landscape Plan 1 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 Landscape Plan - Area CL I c� waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered 2 ENE Landscape Plan-Landsca a Plan - Area 20 40' 80' Engineer of these responsibilities. ELl .01 " = 40' BY: DATE: Horizontal Scale: 1 ADA COUNTY HIGHWAY DISTRICT NOTES: NOTES: 1 �1 T H E 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS W.- RAND RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; . YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE GROUP 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO GALVANIZED NAILS TO PREVENT SLIPPAGE. PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. " RUBBER CINCH TIE 0 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE C� ARCHITECT IMMEDIATELY. ARCHITECT IMMEDIATELY. a poe 2 x 2 x 8 CEDAR STAKE- DO NOT PENETRATE ROOTBALL. o 0 2 x 2 x 8 CEDAR STAKE- DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. SOIL LINE MULCH LAYER, KEEP MULCH 3"AWAY FROM SOIL LINE MULCH LAYER, KEEP MULCH 3"AWAY FROM _ TRUNK _ �M I TRUNK 11-7 AA UTILIZE SOIL/ROOT PROBE AROUND TRUNK \ BACKFILL WITH SOIL PLANTING MIX. SEE UTILIZE SOIL/ROOT PROBE AROUND TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE . (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE � 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE � � 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. ',�.-� FINISH GRADE REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP /VA/VA V �� �� /V� \ A/ � � _" � � A REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS %OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ �� / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \ \\ \ \\/\\ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \/ / � WRAP THE ROOTBALL, IT SHALL BE COMPLETELY \/\\ \/\\/ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE VA/ /AA/AA/AA/AA/AA/AA/AA/A A / /VA/\ VA/VA/VA/VA/VA/VA/VA VA V A V/VA/ LEFT ON THE BOTTOM OF THE ROOTBALL. LEFT ON THE BOTTOM OF THE ROOTBALL. \�/j \/j�/j�/j�/j�/j�/j�/j�/j�/j\//\ \\ SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 2 2x ROOTBALL DIAMETER x ROOTBALL DIAMETER Deciduous Tree Planting 3x ROOTBALL DIAMETER Coniferous Tree Planting 3x ROOTBALL DIAMETER Q IScale: NTS 2 Scale: NITS MIJ O ■1 y LU o LOT OWNER USE EASEMENT - �` �f ■ W Cc 6-FT HIGH NOISE ATTENUATION FENCE ON TOP OF BERM a o 8-FT ASPHALT PATH CD oC �1 TEM 0 CD LOT BOUNDARY FENCE 2� =: y w Q o � 1 = � C-) z Q z o L-0 LU o w RESIDENTIAL LOTS 6' HT BERM McDERMOTT ROAD (HWY 16) EASEMENT Revisions 1. 50' LANDSCAPE BUFFER McDermott Rd (HWY 16) Landscape Buffer 3 Scale: NTS IDq,Y, R. Ah � .., 11/03/2020 4# ' Project No.: 119192 Plans Are Accepted For Public Street Date of issuance: 11.03.2020 x< Construction Project Milestone: AGENCY SUBMITTAL By stamping and signing the improvement plans,the Registered Engineer ensures the Landscape Plan District that the plans conform to all District policies and standards. Variances or Landscape Detail m waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered a,�= 6' High Noise Attenuation Fence Open Play Supporting Imagery Engineer of these responsibilities. 4E� 5 BY: DATE: ■ 0 Scale: NTS Scale: NTSL1ADA COUNTY HIGHWAY DISTRICT WW W W W W W W I I I I I I I W O IW W W W W W I I I W W W W W W I I I I I I I J CD W W W W W W W I W W W W W W W I I I I ''/• W W W W W W I I I W ,W W W W W W W I I I// 001 0, . W W W W W L — — — — — — — J I L — — — — — — — J I V w I W W W W W W I I I cc FL W� I I J DrivewayA / i N J Z C LU U") 11 771 sAN CA CZ 10' W ' CJ BUFFER W4 - - -- - - - - - - - - - - - - IW -7 ; FENCING REFER TO H I W LANDSCAPE SHEETS. Q m 12'TYPICAL= `< COD ' I W BUILDING ENVELOPE I 5 W a ` CS 68'VARIES — — 20'SETBACK CO) W a W W - - - - - - - - - - - - - TYPICAL vOG � W -- -- -- -- -- -- Z cn W 1 r — — — — — — — — — — — — — — — — — - - W 0 20 40 �EE Z m� i Common Drive Exhibit aC. _ Horizontal Scale: 1" = 20' Project No.:119192 EX 02 Date of Issuance:11.03.2020 vo CLM Legend: Vicinity Map: 0 = PROPERTY BOUNDARY W Z O TNORTHEAST CORNER - - / �� SECTION 32 GANDER CREEK PHASE 2 STUB STREET LOT LINE (� TAN., RAW., B.M. S\29 S.28 W. McMILLAN RD - - - PARC NC SECONDARY ACCESS FEM �� S.32 S.33 R/W RIGHT-OF-WAY LINE HEART NI PROPER AINAULIVILIN 1, LLL \ I z - - - - - - - - - - - - EASEMENT LINE PROJECT SITE 0-� w PARCEL NO. SO432141800 LU M m HEARTLAND TOWNHOMES PROPERTY o •�, -EW �� EG EG MANAGEMENT, LLC a cc: sn EW EW X \EG EG Q - - - - - - SETBACK LINE I SEW �E X�EW X G EG X - - EW � EGEGBLOCK NUMBER Eby E EG\ \ \EG_ �X 1 L03 BLOCK AND LOT NUMBER z /� #To \EW j z r \E \OX� EW ti X G , \ Era HP X �LCGEW m �` Era X LOT NUMBER M _ AFWD EW \X�X\EG \EG o\X�X T W. USTICK RD M 40, SS "� �C W EG \ pX�X c� E � E - , SS EW EG � � , \X RO E�lo E \� 42' - EW X OHp X I I X r - -,8 SS D z EW EW 9 EG EG�� - 55 67, -- ��Q _EW \\ham EG \E P X 40 EGLLI AEG �F o � 40, EW .v .v I I I I l 4p- sD4 \E W\ x _ , , EG �,, I I N / - w g W EW �EGB2L10 0 I B2 L11 I I / / 4p, --M _ 1 \\_ \ \ 06 SF EW EWEG E coy y y 5,174-SF T I 5,383 SF I o B2 L12 a, B2 L13 / / / SS E G \ J oN I I I T 4,896-SF o I 5,487-SF / / / l l / , 40' 8 W, *\ _ \ \ \EG J y y I I I I I I o / / - XISTING 8-IN WATER1t'C EG ' M / B2 L14 / / / 401 �q D CO / 1 --- OTHERS) D� �\ EG �0/ , Q ; z FUTURE ROADWAY I I I I / / - 8^SS �� EG\ M CD o EXTENSION (BY OTHERS) W W W I I I I I / 4,o4s sF % / 62 L15 / / l / � , 40 - \ \ \ •4� qC ORA X�X H/.`�a2 EG\X_ C _06o SF o B2 L16 / l l l 4p - CC , V y Dia EG = oLU 4 06016E / / / / / 1 I4 O z z - - - � - - - � L L / B2L17 / / 4 _ �/ / / / / / / / / \ 0 -\-' x� `'- 20'E ER X ft - X�X o < o HP EG U 23' / 4,o6o-SF o / / � EXISTING 12-IN WATER EW u e � � P L / / B2 L18 / / / 40 ACCES �y ■ \EG a w W W W 20'+ 40' 40' Nq r� J l l l l l l 1 - - �1 (BY OTHERS) \EW EW � \ EG \\\ _----- 40' \ \ / / / / 4,o6o-SF o / B2 L19 / / / / � , 4p - \EW �EW EG EG\� \ D O PARCEL N0. SO4321131750 w W 100, 6 J / j r JOINT SCHOOL DISTRICT#2 40' / / 4,06o SF o / / 8"S \ \ ,EG X 0HP M Driveway A 62 L9 �� --\\ \J / % / B2 L20 / / / �� \ / / - / / / 1 EXISTING 8 SEWER EW EW EG X 2,840 SF ' - 4 / 4,060-SF o THERS HP 0' / / / % / B2 L21 / / / / / y 4p, - ,8" S ) EW EW fc� \ T0' 85 r \-- 40, J / / 4,060-SF / / S E E X oHp\ - - - - - - / B2 L22 / w W -105' - � � l / � - 40 � W EG X -,-w J / / / 4,060-SF o � ,� � � � •v � � l� � � 40 8 � \EW � ONP I I I EXISTING GRAVEL ACCESS 10 N i - '--- _ - ---'SS \CC) EW _ B2 L8 ' --- --, R (BY OTHERS) I 4,047-SF I .� 59• - 40' J L , l l ' l l 4 EW 328� H --- E L - - - -100 - J 83' _ o y5 ` J l / / / / 4p ,,,8"SS � � \ - - - - - - �- - _ 62 L25 / / -- _ . 4 2 - ,- - SECON E EXISTING 12-IN WATER - - - - - - - - / B L \ 4,06o SF o / / //\ \ � , 40 \ E \ w ,- 62 L26 / / Dq I BY OTHERS 3 9 �, ,� ,� �y ( ) _ I B2 L7 I - �� \ � _ tre -�--�-- � � � / 4,060-SF / B2 L27 / / , , '?Y /t b i / 4,140-SF 44,4 5- F W •Y o / / 6 \-- nSS �'`I \ / I 4,000-SF I 1 I � v, v, i -� M ,\ � / / 4,053-SF B2 L28 CCESS 31 -100'- - J " w .I. v .v -- / / / / 4,067-SF N B2 L29 / l \ - - - - - / - - - -100,- - - - 100' �� W W - - � �/ / / / 3SF - / v W .v \ ---8;SS \ \ r - - - - - - - --- 00 F - - - - - - - - -� �.�� W\ � \ / 405 / B2L30 w v v W y - B2 L6 o I EW B3 L8 I o I B3 L11 I I. I I - '--- 4p, `� / / / / 4,066-SF ' \ I �+ 4,000-SF I I 4,000 SF I -- - \--- \ �/ / / / / y62 L3a y \'8"SS 4,000-SF I o ° R 40' W E - / / / t .t 22�1'L2 SF v� i EXISTING 8-SEWER L - J i L - - - - - - - - J L - - - - � r - - -100,- - - - -� 3 � J L l \ „S as _ x - - - - 100- - - J FUTURE GRAVITY y -- --- 4p, y ,� ,� ,� y (BY OTHERS) - 100- - N_ - - -100- - - - - - - - - 4 IRRIGATION y �4 �� - -- --- 9' , .� .� z m v --g S I �I - - - - - r r - - � R/ W - - � I�i 1 � B4 L3 0 � WASTE DITCH y w w w w w \-- � 31 0 mac~ � \----- I O x .heo I B3 L7 I _ I B3 L12 I 4,00o sF ( - �� PHASE LINE w w/ I I SHOWN FOR I..I� v B2 L5 I I � � o i i �' �' �' �' �' �' �' � 4p W W W W FUTURE STATE HWY 16 RIGHT-OF-WAY o I I 4,000-SF � O I I 4,000 SF I L - J INFORMATION \ M 91' o LL x ;m 4,000 SF I w w w w w w -- \ 20 w w cV w I Z - -100'- - - - � '� '- \ B2L31 I J ONLY) - Driveway c W W W- - - - - - - 40' 40' 40' 40' 2,656-SF y 0 - - - - -100'- - - J ii O i _ I V I r � .v B Lek •v '' w \ o r - - - - - - - - I - - -100- - i � i � I B4L2 I o W 19, 25-SFw .� � - - � I- - - � � - - � I- - - � w w �� i II r \\ gs, m .�• W .v W I � x 63 L6 I I B3 L13 I I 4,000-SF I W W I I I I I I I I N B2 L4 I o I i 1 "' .l w .v .v .v .v i r5 •v .v .v r I N x �r l 4,000 SF I 4,000 SF I I 4,000-SF I fr L - - - J I I I I I I I I 4 I N c� 1 IIy 100- - - - % } - - EG -I I- m - T - - I - SIC I I I M I I I I I I R I B2 L32 l v9" I M EXISTING ROADWAY L BC BC - - - - - - - J L _ _ _ _ _ _ J r - W W W B4 L5 B4 L6 I B4 L7 I B4 L8 I - ,� 33 ) 5,057-SF � coQ h 30'i x 100 M - - -100- - - I P I o I o N BY OTHERS - -100- - 47' L r I o I B4 L1 I O �,. 4,060-SF 4,060-SF 4,060-SF I 4,060-SF I ��, W 0 BC- T T � _ _ R/ - I 63 L5 v o I B3 L14 I I 4,00o sF I �m o 1 I I I I I I I �" L �' �' " o B2 L3 0 I 4,000-SF O I 4,000-SF I v L - rn 1 _ - I z o f 4,000-SF I _ - -100'- - - - � �` I I I I I I I W W i �O � - - _ - - Y �M M J CJ v L - m L - W W JEW I y W W w B2L39 N Q - - - - - - - - - - - - - - 1 L- - L- - I- - - J L- - _ i B2L33 i `r .v c 132,4596E e�� 2 x co MIJ / - - - -100'- - - J 3 F .v o � r - - -100'- - - - r - - - -100'- - - \ U'Sr v v v v .v .v o v \ y - `r' � / i 34' 40' 40' 40' �40' 18' ,v� r� i 4,000 SF o N x o z / EP o o I B3L4 I - I B3L15 I - '.-R/W vV vv h n L _ _ _ "' � z CC B2 L2 I o 0 -------- ------ ° I - --- ------- - x Q LU ------- ------------------------ ' o I I I 4,000-SF I � I 4,000-SF I v \\ ------- --- I � � Q I 4,000-SF I � 1 1 L - - - � I - - - - - J L - - - - - - - - J _I B2 L34 x 1CL I o W y O -100'- r - \ cL \ 4,000-SF ,V w w O 1 1 I - - - I - - -100'- - Ll EXISTING 12-IN WATER W W1 62SF� W y W y �'` I o II I B3 L16 3S -------------- B3 --- - --- ------- - ------- ------- - 1�,- _ _ _ o _ `Y `Y `Y I x ■ (BY OTHERS) I O° R/W� -�� �'� R/W ; i � I 4,000-sF � � � __ R/W Q R/W R/W / I I - - 4,o00-SF I 40 40' 40' 40' �0' _ CZ y52' y 40' 40' 40' 33L \ - - .y' \ i � � ° B2'L35 1 y y y I x ------- - o - -100,- - - - - - -100'- - - r - - - � r - - - � F - - - , r - - - � .� r -- - W .� ■� ------------ r- - - -I v v 0-SF o = - r - r - I I I I I I I I � I 1 I I V r .� - - I B3 L2 I I 63 L17 I v B3 L19 I I I I I I I I G "' I'' 1 I I I W s a i -1t6_ _ - - J .� v x .oftanft� nt Sty" I 4,00o sF I I 4,000-SF I 3,328-sF N B3 L20 I 63 L21 I I B3 L23 I I I I, , 3 I I I W i r- W W W M - _ L _ J L - o 0 o I �o I o f o 24 o I 63 L25 0 26 o I 63 L27 - -63LL28 I i o W W W - --------------------- L � 4,060 SF *- 4,060 SF T 4,060-SF T 4,060-SF - x r r y �y5,28 S� W 4,060-SF r 4 60 SF *- 4,060 SF r �2,199 SF m I I I I I I I I I I I I I FUTURE GRAVITY IRRIGATION I y PRIMARY S 9o'y R/w W W � _ _100_ _ _ _ _ � _ - _ - _ _ , I I I I I I I I w' I 00 cc SD Su W r I I I I 3 I I I I I I I I y' W W W Q o i I ° ( `* W DELIVERY DITCH (SHOWN FOR INFORMATION ONLY) B1 L1 0 63 Li B3 L18 oCIO I I Ip� RR TOTP Y H E E S-rOR"1`/IED W W W I I I I ; I I I I I I I I ' �" ``� W L IM'- - - W W GIRR IRR 6 I I 4,009-SF 4,026-SF I I /C GIRR 1 I 0 Block 3 J __ EG - EG - EG - GIRR SE E •v _ I I I i L - - - J L - - - J L - - - J L - - - J W'50 W W GIRR EG EG EG GIRR _ u �r---v-- _ - w o EG EG EG EG (BY OTHERS) 11 m - - X 00'- - - - -100'- J 30' 40' 40' 40' 40' ,�o 52' 4 40' Q 40'- OH 18' ) OH ��� x . U � H�15X 139 OHP - ,up ^I 358' G 30 I o CE 1/16 CORNER SECTION 32 r�C X - ■ o TAN., RAW., B.M. OHp F UHF QO �'� I w PARCEL NO. SO432427900 EAST QUARTER CORNER T pt� 0 C) JOINT SCHOOL DISTRICT#2 FUTURE ACCESS FUTURE ACCESS ' T.4NECR.iW.TION 3 �■■+ 2 = B.M. y wo o - O = PARCEL NO. SO432417350 w w Q z ACCLIMA, INC = 0 o _ o r = I I = I I IW Revisions 10 N = z I SE CORNER PreliminaryPlat-Overview SECONDARY ACCESS CONSIDERATIONS : 40' 80' SETIION32 TAN., RAW., B.M. Horizontal Scale: 1" = 40' Applicant will construct no more than 30 homes with current secondary fire access from McDermott Road . Prior to constructing home number 31 through 63, the applicant will provide one of the following additional Property Owner: solutions to mitigate the future construction of Hwy 16 Expressway. INVESTMENT ANALYTICS GROUP, LLC 800 W. MAIN ST, STE 1460 BOISE, ID. 83702 �$�p'SAL ENG �•�' G�STERFO r� The sequence and timingof development north and south of this project is unknown and we need to have the noted options available. Engineer, Landscape Architect, Planner: a 10961 THE LAND GROUP, INC. s o CONTACT: TAMARA THOMPSON (PLANNER) fps E OF 01 Option A: Construct roadwaycrossing of the McFadden Drain to connect to Gander Creek South . Graphic Exhibit will be prepared for council CONTACT: JASON DENSMER, PE (ENGINEER) ND g CONTACT. PHIL HULL, RLA (LANDSCAPE ARCHITECT) Project No.: 119192 CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Date of Issuance: 07.02.2020 a presentation . 462 E. SHORE DR., SUITE 100 Project Milestone: AGENCY SUBMITTAL EAGLE, ID 83616 Preliminary Plat E Option B : Construct connection south to Ustick Road . PH: 208.939.4041 Overview g ma Option C : Fire Sprinkle all structures in excess of 30 units units 31 through unit 63 PP=01 W Z O W W W W x ` -J CD W 1 W W W W W W W W W W W W W W W . W . . . . W Y W J W ``` W OPEN PLAY AREA W Y W W W W W W W W W W W W W •� W W W } W W W W W W W W W . W F W W W W F CM W W W W V W - . V) C5 - C. �W W tI W W W W W Supporting Imagery Q = J - - - J W COD Q W W W Wi�W W W W P L — W a CZ o y W - CJ c% W = LU LU C'3 _ Amenity Detail 0 30' 60' Q Z Horizontal Scale: 1" = 30' Project No.:119192 EX 03 Date of Issuance:11.03.2020 ��o Final Plat for Chukar i e Subdivision Certificate of Owners 2021Certificate of Surveyor KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT DESCRIBED AS FOLLOWS: THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO A PARCEL OF LAND LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32,TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE CODE RELATING TO PLATS AND SURVEYS. MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 32 OF SAID TOWNSHIP 4 NORTH, RANGE 1 WEST; THENCE SOUTH 00°32'39"WEST,A DISTANCE OF 2633.70 FEET ON THE EAST LINE OF SAID SECTION 32 TO THE EAST ONE QUARTER CORNER OF SAID SECTION 32, SAID POINT BEING THE POINT OF BEGINNING; L LAND 1 S EF �� THENCE NORTH 89'19'38"WEST,A DISTANCE OF 1323.00 FEET(FORMERLY DESCRIBED AS 1322.91 FEET) ON THE EAST-WEST MID-SECTION LINE OF SAID cy G SECTION 32; THENCE NORTH 00'34'42"EAST, A DISTANCE OF 629.46 FEET (FORMERLY DESCRIBED AS 629.58 FEET) ON THE NORTH-SOUTH 1/16TH SECTION LINE OF THE w 7880 NORTHEAST QUARTER OF SAID SECTION 32; 11-5-2020 THENCE NORTH 66'26'46"EAST, A DISTANCE OF 73.26 FEET; `s� THENCE SOUTH 75'07'44"EAST, A DISTANCE OF 1296.06 FEET (FORMERLY DESCRIBED AS 1295.96 FEET)TO A POINT ON THE EAST LINE OF SAID SECTION 32; �`� ,5 E OF THENCE SOUTH 0012'39"WEST,A DISTANCE OF 341.62 FEET (FORMERLY DESCRIBED AS 341.82 FEET) ON THE EAST LINE OF SAID SECTION 32 TO THE POINT R.WA OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 15.42 ACRES MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION. AMH DEVELOPMENT, LLC,A NEVADA LIMITED LIABILITY CORPORATION JEREMY FRITZ,VICE PRESIDENT- LAND DEVELOPMENT Acknowledgment STATE OF ) ) S.S. COUNTY OF) ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED JEREMY FRIZ, KNOWN OR IDENTIFIED TO ME TO BE THE VICE PRESIDENT- LAND DEVELOPMENT OF AMH DEVELOPMENT, LLC, AN NEVADA LIMITED LIABILITY CORPORATION AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. NOTARY PUBLIC FOR IDAHO _ RESIDING IN T H E LAND MY COMMISSION EXPIRES • - G R O U P 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 119192 SHEET 3 OF 4 Final Plat for Chukar i e Subdivision Approval of Central District Health 2021Certificate of County Surveyor SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE,TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE I,THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. COUNTY SURVEYOR CENTRAL DISTRICT HEALTH PLS DATE Approval of Ada County Highway District Certificate of the County Treasurer THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS I,THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308 DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY ON THE DAY OF INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY. PRESIDENT DATE COUNTY TREASURER Approval of City Engineer County Recorder's Certificate I,THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. STATE OF IDAHO) ) S.S. COUNTY OF ADA) I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. AT MINUTES PAST O'CLOCK M., ON THIS DAY OF IN CITY ENGINEER BOOK OF PLATS AT PAGES THROUGH INSTRUMENT NO. DEPUTY EX-OFFICIO RECORDER FEE: Approval of City Council I,THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK, MERIDIAN, IDAHO p,t LA STE, r� r� �'�� T H E LAND a 7880 11-3-2020 - G R O U P �� TE OF �pP � P.WA 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 119192 SHEET 4 OF 4 'Chuk r Ridge Subdivision L-OA' .. T H E L A N D o GROUP Investment Group , Constructmion Drawings Engineer's Standard Notes: City of Meridian - Standard Notes: Benchmark Notes: Vicinity Map: 1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL SEE TOPOGRAPHIC SURVEY(SHEET C1.01) FOR BENCHMARK LOCATIONS CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR REV. MARCH 2O18 THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. TBM: CENTER 1/16 CORNER SECTION 32. GENERAL CONSTRUCTION ELEV=2523.67 T 12M 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHOe, EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS HORIZONTAL&VERTICAL DATUM: W. McMILLAN ROM WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83) RD MKKEE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR 2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ® ®®® FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. HIGHWAY DISTRICT (ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE ® �UJJy MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS ANDrMTr CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS o PROJECT SI TE FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH a' „ MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON N J LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. SITE AT ALL TIMES. BENCHMARK o a::4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE CONFERENCE PRIOR TO START OF WORK. AND Standard Notes: Z NOT TO SCALE O ■1 GOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER. 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 PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. ACHD STANDARD CONDITIONS: 5. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. CA PROTECTED. CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. O 6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR W. USTICK ::0 � 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE RIGHT-OF-WAY. RD CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS CONSTRUCTION. SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE 7. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. Sheet Index Sheet Index EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT WRITING BY THE GOVERNING AGENCY. AT THE TIME THE PROJECT WAS DESIGNED,THE 2013 EDITION OF THE ISPWC PAVING. 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL PLAN SHEET SHEET WAS THE MOST-RECENTLY ADOPTED. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE NUMBER NUMBER SHEET TITLE SHEET TITLE CA8. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE GENERAL WATER PLAN UJ CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. C1.00 COVER SHEET&GENERAL NOTES C5.01 POTABLE WATER PLAN 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. C1.10 EXISTING CONDITIONS PRESSURE IRRIGATION 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING OTHERWISE NOTED.THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. C1.20 PROJECT OVERVIEW C6.01 PRESSURE IRRIGATION PLAN Q 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR APPROVAL IN WRITING PRIOR TO CONSTRUCTION. DETAILS. C1.21 STREET LIGHTING &SIGNAGE C6.02 PRESSURE IRRIGATION DETAILS 10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. C1.22 MASS GRADING PLAN C6.03 PUMP STATION 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN 04 PUMP STATION SECTION .SWPPP PLANS C6 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE Q 11. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION C150 SITE PLAN GRAVITY IRRIGATION.REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. Q INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY C1.55 DETAILS C7.01 WASTE DITCH PLAN & PROFILE � � O RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES ENGINEER. 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE C1.56 WATERS OF U.S. C7.02 SUPPLY DITCH PLAN &PROFILE BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE WATER OR FILLED)ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. DETAILS C7.03 SUPPLY DITCH PLAN &PROFILE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S C2.01 TYPICAL SECTIONS LANDSCAPE PLAN CD p REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC C2.02 INTERSECTION DETAILS L1.00 LANDSCAPE AREA 1 2i _ RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN C2.03 COMMON DRIVEWAYS L1.01 LANDSCAPE AREA 2 y COST TO THE OWNER. GENERAL CONSTRUCTION NOTE N0. 1. Q ACHD ROADWAY NOTES: _ 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND C2.50 DRAINAGE DETAILS L1.50 LANDSCAPE DETAIL CU 12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ERECTING AND MAINTAINING THE REQUIRED MATERIALS 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ROADWAY PLAN &PROFILE FINAL PLAT Q EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. C3.01 W ACHIEVEMENT STREET - SHEET 1 = ' z CM 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE C3.02 N. KEKLIK AVENUE - SHEET 2 LO pC TRAFFIC,WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL o w LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD C3.03 W. SPRIGGEL STREET - SHEET 3 0 SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO POLICY MANUAL: C3.04 W. SPRIGGEL STREET - SHEET 4 13. CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE C3.05 N. ALAMEDA CREEK AVENUE FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN RULES (IDAPA 58.01.16). STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. C3.06 N. BOLD STRIPE AVENUE STANDARDS AT THE WORK SITE AT ALL TIMES. Revisions 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, C3.07 W.ACHIEVEMENT STREET MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C3.08 MCDERMOTT ROAD 1' 14. CONTRACTOR SHALL KEEP U APPROVED SET OF PLANS ON-SITE IO ALL TIMES AND RECORD AACTORSBUILT NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION,THE 1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL SEWER PLAN &PROFILE INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR ( ) MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC WITHIN THE WHEEL PATH OF A LANE. C4.01 SEWER LINE A OF RECORD DRAWINGS. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). TRAVEL LANE. C4.02 SEWER LINE Al 1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS C4.03 SEWER LINE Al 15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A C4.04 SEWER LINE Al OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT(ACHD) INFRASTRUCTURE. STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). CRITICAL FACTOR. C4.05 SEWER LINE Al THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE C4.06 SEWER LINE B REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS, USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL CONSTRUCTION BEGINS. C4.07 SEWER LINE B SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE Dig Line, Inc. SEWER SECTION NOTED ON THE ASPHALT PAVING SECTION DETAIL 1, SHEET C2.20. USE WHICHEVER SECTION IS //City of Meridian - Standard Notes: 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA GREATER. ll���/+ Call Before You Dig I CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL 58.01.16)AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2TRENCH SHALL CONFORM TO THE LATEST EDITION REV. MARCH 2O18 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, BAC FIILLSHALL BECO STRUCT D ER SECTIONS 305 ANND 306 OFT E I.S P.W. ON 300 AND SD 301. BEDDING AND 811 PRESSURIZED IRRIGATION STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION Client Owner / Developer: Project En 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES DIVISION. CONTACT INSPECTION SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. p Engineer: SZ ANAL �'INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. rjr IT IS BEING CONSTRUCTED. FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA ��\ST 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER 58.01.16). INVESTMENT ANALYTICS GROUP, LLC THE LAND GROUP, INC. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION 800 W. MAIN ST, STE 1460 CONTACT: JASON DENSMER, P.E. 109 1 ENVIRONMENTAL QUALITY(DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. BOISE, ID. 83702 462 E. SHORE DR., SUITE 100 NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE s o CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL EAGLE, ID 83616 1q OF \oP� �'' E IDIAN -- DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. APPROVED FOR PH: 208.939.4041 �9SDND19S Public CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR IDAHO Vr­ , 4. PLACE SEWER SERVICE LINES IN A SIX(6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. CONSTRUCTION 11/03/2020 °'"r 9€4 `�k s„pl&+^+'�w 5V*:fa4o-,► CROSSES A STORM WATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). Project No.: 119192 * ROADWAY These plans and/or wi specifications have been reviewed Plans Are Accepted For Public Street i:Nl ■ for compliance with Meridian City Standards and Date of Issuance: 11.03.2020 Certification of Compliance with Design Standards: Specifications. This review does not relieve the owner, 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A engineer, or contractor of the responsibility to design Construction Project Milestone: AGENCY SUBMITTAL RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR 24 HOURS PRIOR TO ANY and/or construct those facilities in compliance with all ( ) 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITHcurrent applicable federal, state and local laws, rules, CONSTRUCTION. THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGESregulations, ordinances, development agreements, By stamping and signing the improvement plans,the Registered Engineer ensures the specifications, orders orapprovals, all of which the City District that the plans conform to all District policies and standards. Variances orCover Sheet & General 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS OF WAY TO INCLUDE UTILITY TRENCHES ABOVE THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM retains the right to enforce. inconsistencies not noted Waivers must be specifically and previously approved by the District in writing. ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT by City staff shall not be construed as approved unless Acceptance of the improvement plans by the District does not relieve the Registered Notes THE PIPE ZONE. specifically addressed in writing by the City. Any■ DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE proposed revision to these plans musf be submitted for Engineer of these responsibilities. review and compliance with the Meridian City Standards and Specifications before said revision is constructed. BY: DATE: C1 ■0 0 Name Date ADA COUNTY HIGHWAY DISTRICT � I Legend: ..� �.►.— I THEFOUND BRASS CAP MONUMENT / I I FOUND ALUMINUM CAP MONUMENT . LAND CUD FOUND 5/8"MONUMENT i / I I CALCULATED POINT, NOTHING FOUND FROST FREE HYDRANT PIPE / I I IRR IRRIGATION BOX IE(NE)12"CMP:2516.57' i / \ PIPE " POWER POLE IE(SW)12 CMP:2517.10 I o �N�S N66°26'46"E 73.26' / I I v M G i I � GUY WIRE I o � LIGHT cli N N TELEPHONE RISER IPCo BLANKET EASEMENT D SIGN NMID BLANKET EASEMENT o SOUTH OF SIXTEENTH LINE NORTH HALF OF SECTION 32 PARCEL BOUNDARY LINE EXCEPTION 19 _ - EXCEPTION 18 — — — I SECTION LINE — — — — — — — — I I I I R/W SECTION LINE IS S 15"CMP:2517.57' \\� �' Cn -- -- -- - -- -- - EASEMENT LINE !796- "EART � � _ \_'�_ P,oPER�y NON p s „ \...�� \ \\ \ \ \ \\ \ \ \ \ i \ wNNp �� I —X—X—X—X—X— FENCE LINE 25?0� I ����� �? \\�� �_� R 0 LA AG EN PIPE ���� `� �\ 6 w zy M �0 EG EG EDGE OF GRAVEL IE(N)15"CMP:2518.93' �� ��\� \\ \ �4321g1g p p LN I I I �, I EP EP EDGE OF PAVEMENT i ^ \ APN S ONp h S / ` \_ ��. `�� � `���._- \ �� \ WEST LAZY DIAMOND C LANE I a EW EW EDGE OF WATER LINE PIPE \ \ _ � � '� �\©�,\__�� \ \_ \_ \ I W � I / I I IE(N)12 CMP:2517.34' / \ z w \ I I I o I A GIRR GRAVITY IRRIGATION LINE ` \ 75,0 o 4/ / \ \\ PIPE \�\\\\ �\ \ �5 0�'44 7296 I I I OHP OVERHEAD POWER LINE / \ IE(S)15CMP:2519.09 \ �� ��\\\\ �\ \F 296p CONCRETE AREA 1 / \ DIRT IRRIGATION ACCESS ROAD z �` �� I 0 �\�\\ \ \ \ ILL co Cn o EXISTING BUILDING \ EXISTING GROUND CONTOUR S ,� c� o \ �\ PIPE =�\ \� \�\��_- \ co I I \ 2525 — J i � o \ S IE(S)15"CMP:2520.80' — — \ —2522_ N \ 27.7 \ ����\ �� �\ NP PIPE I I I� \ CD lye \N N ��� -._� \ \ \ z z co 27.7 J '` PIPE \\ \\ —z\�,� ONP IE(S)24"CMP:52315 ) �I \ IEN15 � _ _ PIPE \ � \ �\ z \ O PIPE IE S 12 CMP:2519.76 I O CMP:2521.90 o\ \`� \\ ��� \ IE(S)12"CMP:2522.24' I PIPE �1 — — I a SHOP IE(S)12 CMP:2522.15 � PIPE PIP G _ I � — -\ \ IE(N)12"CMP:2521.49' ��� � � �, � �\���� r CA N IE(N)12"CMP:2520.13' -- , /� PIPE IE(N)12"CMP:2518.63' cz 252 \ JOINT SCHOOL .M I CULTIVATED FIELD 3 \ \I\ / C ���� PIPE __ it I PIPE DISTRICT NO 2 l0 252 \ IE(W)24"CMP.2514.95' W USTICK RD z I SPRIGGEL ROBERT G LIFE ESTATE I _, , , L I �' IE(E)24 CMP:2513.02 \�"`r APN:SO432131750 Ij / 4005 N MCDERMOTT RD I �/ \ \ �, ��,,� — _ _ _ _ _ _ ■� / APN:SO432141900 _ _ \ � , 15.43 ACRES r I \ \ 25'PRESCRIPTIVE ROW I III y / I EXCEPTION 15 L I I 1I II I I I LU Cc IPCo BLANKET EASEMENT __ J EG EI(E)12":2524.74' / 2526 I III I X EXCEPTION 19 2525 / CULTIVATED FIELD I III ��� T �� I II 1X I / L7=, � � GIRR I 30'NMID EASEMENT I Q Il�j o x �� 300' FUTURE ACQUISITION MAP FOR ITD I I — Q II / 1� � 0 i � _— _ — <s EXCEPTION 24 I �1 "' I O SHED m 0' tih� ABOVE GROUND PERFORATED PIPE ,_ ,2526. i I I VI PIPE j PIPE F- / WATER BLOW OFF VALVE/STUB �34.1 I I 1 / DOES NOT FALL INSIDE OF EASEMENT /// 252$ //" I IE(E)12"CMP:2526.84'I IX IE(W)12"CMP:2525.89' O O 30.3 o 5.8 N� ° I / I / I �� Z SEWER AND WATER EASEMENT / , co w HOUSE IBX I/ �� I I +� �/� w 0 — — — — EXCEPTION 27 w o��� / 4.2 �� I IE(N)18"CONC:2524.8T I I �/I O — PROPOSED PER INST No.#2020-020189 "w m i2525 CD I I IE(W)12 CMP:2528.32 I - z cc U Co a�,s PIPE / �II PIPE Q ACHD ROW' C0 25?- � Q SHOP 1630� �' `N O I IE S 18"CONC:2527.39' ' IE(S)12"CONC:2527.75' S _ - w CL I EG � � IE E 12 IRON:2526.34 _ —_ —2527 O I z 0 �� _-- - - - - - C-, '-'-' PIPE a? = o� GRAVEL � �— � � I Ln 16.5`� I 23.9 m ° I IBX I / — — — — — PIPE o w IE(W)12"PVC:2525.60' T r I ��A ABOVE GROUND PERFORATED PIPE IE(E)12"CONC:2528.24' I Ix EI(S)18"CONC:2526.96' CD IE E 12"PVC:2524.93' �" IE(NE)12"CONC:2524.73' SHED o — IE W 12"IRON:2528.41' ( ) �JOINTSCHOOL -,I COD LL - - - - - - - - - - - - - - - - - - - - - - - -- - _2525- - - - - - - - - - - - — — ) P� — — GIRR tRl ° ,' GIRR `_It ( ) I I �I ) s� PIPE DISTRICT NO 2 — — — R GIRR GIRR GIRR GIRR GIRR — _ E — /- --- — T— — — ——— l , S I (N)18"CONC:2527.49' 7036 W USTICK RD GIRR / j I EG Revisions GRAVEL APN: 0432427900- 1 'N89019'38"W 1323.00' EG OHP CE 1/16th SECTION 32 1��� ' BENCFIMARK ELEV: 2523.67 \\ PIPE \\ \ I ACCLIMA INC NPI 1 IE(N)15 CMP:2521.40 \ I 3235 N MCDERMOTT RD PIPE I PIPE APN:SO432417350 IE(N)1 2"CMP:2528.69' 1 1 I I oU IE(N)12"CMP:2528.18' \\ \\ \ 1/4 SECTION 32 r I Sheet Notes: I II o I � N I I I lIl �11w 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. I I III I THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND I I I�I I �I I EVIDENCE AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF I I I it UNDERGROUND UTILITIES. I I J j I I 2. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON RECORDS I I I I AVAILABLE TO THE SURVEYOR AT THE TIME OF SURVEY AND FOUND ZDNAL I I MONUMENTS ON THE GROUND. EASEMENTS, ENCROACHMENTS AND �5s NG "' I I I I II I I OTHER ENCUMBRANCES WHICH MAY BE APPARENT BY CONDUCTING A cz T r� FULL TITLE SEARCH,ARE NOT NECESSARILY DEPICTED ON THIS SURVEY. nines PIPE IA 3. THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO 10 9 1 70 I IE(W)12"CMP:2530.02'_ I STATE PLANE COORDINATES SYSTEM (NAD 83).WEST ZONE,AS DETERMINED BY GLOBAL POSITIONING SYSTEMS METHODS.ANY J 9Tf OF SO,P�4 M I i IE(E)12 CMP.2529.88 1.70' I I DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. gNDEN� I I I I SURVEY FEET. 11/03/2020 N I I I I I Project No.: 119192 Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL r I I I I I I a I I I Existing Conditions I E= ExistingConditions 60' 120' Horizontal Scale: 1" = 60' C1010 THE LAND _ - GROUP j IN w I .a \Ew \ \� \ \\` X�X\ W LIJ 55 Q �\ \` \—\\ \ \ W. \X\X WEST LAZY DIAMOND C LA y�„�\ 38 0 LU 16 X\ 17 \ ��`+ \ ��\CVV i, \X LJ o l O 18 k 2 \, \ w Fw\ \X 1g F VV \ \ Driveway O 20 CL w i `� `� \ \FW \ \ X // 8'SS `8"fib\ 21 22 \ 8 \ ��IAI \ \ X I I 24 — \ ElN \ 1ZO � I S` r et 2s �`, ` \15 \ Ca 6 O 11 I ( PARR - S a \\ — AWE LU Ei l N 5 O 12 OCLLU v WO - 31 I I W I I I x o '� ,� Driveway C I I I I ■� "'I m 13 a coo (D bo I i 'x �I I — I � � J � x v n W I I N x y Z pip O 5 �7 �J i 32 Cl- APPROXIMATE _ _ 5 O O � �-/ i LOCATION FUTUREcc M 14 Z m / IRR GI CI, ; 37 39 I I I W / wl O i �„ STATE HWY 16 Lit 00 / I 33 N w x _ I I a /� -Fa l l 2 0 pp 15 - -;----------- Y �c I I W I I VI / �Q �l � I � � _ $W 3' 8 �,� �..� I I I x IIIIIIIIIIIIIIIIIIIIIIII� l W. Achievement Street / W I -- ----- u-aa--- ---- `�------- , --- C� 34 m I i a R/W i N O 16 --- LU I I 13 O R/W R/�V � I ''' I N x = a00 19, I � 35 I I = 1 CD�c — I I x 2i CD_ I W Achievement St = s SS O 17 19 I CD W I I I y w = I 00 20 21 22 � 23 24 25 26 27 28 Z � 36 F - �� ------- I` I I x = C C SD �--• (� 1O O _18 CO 3 Block 3 �G�� GIRR — GIRR GIRR GIRRIRRI IIRR I I ' z Q GIR GIRR GIR GI 03 — 12 ' GI 11R 12' Fi — `n oC 11 X �P 2'PI Jg'G I v 2"pIXR I ILU \ / I TI I I Revisions i I I I a � W I W I � I 1. _ w CE 1/16 CORNER SECTION 32 / o i r LU I I EAST QUARTER CORNER T.4N., R.1W., B.M. w CZI I SECTION 32 c14 I I I I Iw T.4N., RAW., B.M. CZ I I a I� I M III z �sZONAL ENG 109 1 s� �o 1114�T£OF \�P SoN DEN 11/03/2020 Project No.: 119192 3 Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL Project Overview E= Project Overview 6 12 zE Horizontal Scale: 1" = 60' PIE C1 ��o Sheet Notes: ��= T H E 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, iak LAND CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION . AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. . GROUP 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Legend: � E x�x ElN x I ;O� EXISTING STREET LIGHT EG ��� EW TYPE II CITY OF MERIDIAN STREET LIGHT. EG EG EG EW x�x I O 25'SQUARE STEEL ANCHOR BASE POLE WITH 100 WATT EG EG E'EW �x �X�x I HIGH PRESSURE SODIUM SHOEBOX LIGHT FIXTURE r ��_ EG EW EG �\EGA\\\ x� �j��x�x x WEST LAZY DIAMOND C LANE �0 TYPE I CITY OF MERIDIAN STREET LIGHT. PER MERIDIAN EG EW` �� ` 1/�/ �a21' x ,x I STANDARD Ti �\ ��EG EW J D�amo \xIL 1 I EG �� _ �,_ � � hd x� Z� w W wl I EG EG X � C all@ EG cad ,�x I w / EG en x I m M l l � � brainEW\x X\x� I o F / l �� \" EG \EW Eby \X x I M IJ J w cal 4 / / / �'�c ? �� EG \EG ��EW x� x / l l �� EG EW \\ X Driveway A / EP \ \\ \\ x\ \x I l �, EG �, \\ �, ' l J E EW E X 0 G o — 25� ,,_L, l � � � , � w Si na a Keynotes: 66 l \E �� x�x g g Y - G � W w i - rT\`\ i J l / �� �\EG �\Eby X x I 1. INSTALL 30"X 30"STOP SIGN PER MUTCD R1-1. a 2 3 Z 2. INSTALL NO PARKING FIRE LANE TYPE A 00 IRR 3. INSTALL"NO PARKING FIRE LANE" TYPE C O n �, , — — — — —STA: 26+07 ' Sr, p �9►e� 28f00 � l EG 4. INSTALL"NO PARKING FIRE LANE"TYPE D CA o - �, E ® s re t , G I I I - I ,MC\J I �) �� '��'0� / ��EG �� I I I I n103.6 Signs.X%lwirt 1tc�11ued 11!{�tlrc.',''r'x»�7�r'��';ic'�rr��- [I!C / L 11 7.At311r� a�Ci'�•ruad4 shall hC 117:n},Cil %11111 h�`lilhldli 111 No Q, — — I \ �\EG \ I i�ARKIN(r i IRY L.k.NE Ntun• :u:nl:.tl1y .tir II }IWr:3e w w — — — — — — �� 3p ��� — — W. —— Dltl;r, �1�i;.,}wll hat'c a wtuu.r,ail,.lrlr,cn.g�,u,A I- r1�•hO = o ® +OQ I EG I ;��u,rru t�rck b} ff3 rncLr,;:�-1su1r hr_h:ru i 81.+rc rrJ Ic1- Q N + �� x �c.�;u a Mule retleitr e hack�r.m:r.t til 2r1, �t:r11 tr pa�snf D pr tttoo i6.6 S.fa ko,s Up!l ftl37c.6t A[.rive � 4C X c :1};�t.;n:,ra:rrl:s,rc+.�wrc�U}• ■�Ififi■fif■if�i■ I SIGN TYRE'A' SOGN TYPE-C' .Q'I i I STA: 30+53 I x No 1 Ha too �+ — — 3 I I PARKING PARKING PARKING a� - - - - y 0 1 1 1 I I 2 I I I ,'� CAI FIRE LANE: FIRE LANE FIRE LANE - - -I W—w z Cc CV) W CC 12* CD I CMI I I , x PAA CD --� — I I FIGURE 0103.6FP � I STA: 13+98 — FIRE LAM WOMB 43+00 44+00 45+00 Q 1 X W CD Achievement Street - -- R R/W i+ ------ OI CD -- -- --� amo I I I w� STA: 42+39 V Y� MF " _ _ _ _ +' I X Street Light Numbers: II ■ FG 19�F i R+nn 14+00 I m I —7 STA: 45+70 ' 1 1 I EO CD W Achievement St �— 1 3 I i I I 1 1 x � LOCATION NUMBER TYPE LU - - - - - I I I I I I I I 1 1 I STA. 13+98 52016 TYPE 2 C ------- p - -- ------ 52017 TYPE 2 C-) 1 1 X STA 30+5037 52018 TYPE 2 Q 2 Block 3 — — IRR I IRR ` I I STA.42+39 52019 TYPE 2 Block 1 Z I �1 I I STA 45+70 52020 TYPE 2 = LO =1 pC .. .. CD N X� X .. _X X CID —X�� 2 PI R �X_ X " IRR X 2"PIX F 7�1 City of Meridian Standard Notes: STREET LIGHTING Revisions 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 1 to CURRENT VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.0RG/CITIZENACCESS/TO OPEN A PERMIT a AND REQUEST INSPECTIONS. 0 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, co BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND T MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. SjONAL L,N 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 T FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 109 1 s� �o 9Tf�F �pP Jq N DE14 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL y By stamping and signing the improvement plans,the Registered Engineer ensures the General District that the plans conform to all District policies and standards. Variances or Street Lighting & waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Signage Street Lighting & Signag e 0 60' 120' Engineer of these responsibilities. Horizontal Scale: 1" = 60' BY: DATE: C1 ■ ADA CDUNTY HIGHWAY DISTRICT ��o Sheet Notes: �" �,�_„ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE n T W_ HE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND w MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • C - - GROUP co 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN w APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO LL CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF w N66� EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE _ OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 3. COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF THE PROJECT E TE HNI AL REPORT 1.76 3.55 2.88 0.62 d: \ , PAD: 2523.42 `\ `� �� I w CALCULATED DEPTH OF OF CUT FROM EXISTING _ h PAD: 2524.33 - - � ��` � �����`� 0.5 \ \ \ \\ o CALCULATED DEPTH OF FILL ABOVE EXISTING GROUND GROUND ELEVATION ILL 0.83 3.6. 2.63 1.93 1.39 0.05 `\ ���2 2g� 25 5'25 \25 III s 2 20_ r5„ , 5 5 , �� cl" IIII PAD: 2522.89 I I ELEVATION I PAD: 2523.82 PAD: 2523.29 PAD: 2523.18 �',� � � ����� � �� � �\��� � �_ �\ � �� I I a PAD: 25##.# PAD ELEVATION OF FUTURE STRUCTURE (APPROX) - 0.73 3.26 2.97 PAD: 2523.12 ,� \ ����� � ��� � �\����� �_ \�\ � � I I M \ ` \ _�� \� _ � \ I CONTRACTOR SHALL COORDINATE WITH OWNER RE; DESIRED LI PAD: 2522.85 PAD: 2523.42 \ W _ \ 2523.90 �� �\\ �� �\ �� � �\ � _ I \ PAD ELEVATIONS IN FUTURE BUILDING AREAS IIII 1.84 3.61 -�� 94 1.17 1.30 0.62 � PAD: 2524.13 IIII . PAD: 2523.66 PAD: 2524.60 J _ _ _ , N FG 1.2 2.04 2.02 i �..11 1 57� 1.50 1.28 �. �, �_ � 1.38 .56 PAD: 2523.70 � t PAD: 2524.37 �,.. ,.,,,� '� a PAD: 2525.10 rr �u PAD: 2526.13 � 1.15 1.91 -1.95 2.74 1.98 1.22 1.38 1.57 1., 1.38 �. 0.00 _ �\��__ \ ���77 I PAD: PAD: 2525.66 PAD: 2526.60 PAD: 2524.04 PAD: 2523.77 I1.20 1.P 1.94 1.85 1.29 U.yti 0.91 1.29 1 nn •1.75 1.56 1.64 2.63 PAD: 2524.09 -0� `\ !i I � � PAD: 2523.58 � �, ,, � �� v v � ��v` _ � CA � - - -- I i PAD: 2524.22 PAD: \ N \ _ C 1.20 / 0.84 0.71 V ��� A _1.82_ 3.91 � PAD: 2524.22] `� �� N \ I11I N III 0 l I PAD. 2524.38 =" PAD: 2524.09 ii ii PAD. 2523.86 � i � I I �Ef0 - , �� 4.34 - - I 1.32 1.78 - 0.73 0.61 0.26 1.39 \2.44 N �I PAD: 2524.38 - PAD: 2525.48 PAD: 2525.80 ' i ry / / i i PAD: 2525.91 � / I I I I I N it 1 I PAD: 2524.54 PAD: 2524.25 PAD: 2524.12 PAD: 2525.32 PAD: 2525.66 --- ---- I� "' 1.32 1.74 1.76 0.68 0.37 0.25 0.18 0.41 0.54 0.50 ao 4.19 I 1 I I I _ - Il UJ � PAD: 2524.54 1 / ++ i ��, 6.09 N co co/ � I I I I III / - - PAD: - - - - - - PAD: 2524.70 PAD: 2524.37 s� a �„ N _ �,`��' / CIOIII 1.24 1.� - -- ____ 1.59 0.97�0.84 777-7----_-- -- -----0�04 0.30 0.42 0.0 � 3054 I I II PAD: - - - 6 2524.70 2.I 1.03 _ 52 \ ti� 4 N II _ 2 h LL i PAD: 2524.82 PAD: 2524.77 PAD 5 ------------ LU 0.86 1.29 1.68 2.25 0.85 / / 0.70 - 1.31 _ - ---- 0.76 ' 1.10 1.06 N I I I 1\1 I R 4 ------- - � PAD: 2524.60 � � / � 2526.43 � - - _ - � I � I I I� � � - PAD: PAD: PAD: 2525.64 i PAD: I � PAD: � _ 0.34 0.64 1.4 L.uo 1.u� 0.44 0.55 0.62 0.44 1.40 1.17 0.60 1.37 0.17 ( 1.49 - - - - - - - --- i PAD: 2525.80 R/w I I I I II�III Q PAD: 2524.80 PAD: 2525.12 PAD: 2525.50 0.76 0.15 0.66 1.47 0.51 PAD: 2525.16 UPAD: 2525.6870 0.30 0.06 0.13 0.42 0.69 I I w _ - _ CD III 0.75 0.96 1.70 \0.45 ' 0.64 1.46 0.44 0.57 - / / I r �L r - x IX c� z -/ILL' ` 2"PIRR 2"PIRR 2"PIRR - III z 0 �� ° ,9'38"W 1323.00�V o pC N89 1 - w - � � � / CLIJ I I Revisions C7 \, Cm �I / X 1. a IIII III IIII I I� II I 55 I aLn I I o �0 I SSZONAL Lti'1V QC,\ST I I I N I 109 1 o � i �gsoe of `O�� r N DEN 11/03/2020 ciz Project No.: 119192 Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL E I I I I General � o I Mass Grading Plan 0 Mass GradingPlan 0 60' 120' �zd Horizontal Scale: 1" = 60' C1 2 2 ��o ESC/SWPPP Legend Contact Information ,,.,_.. OWNER: ROBERT G. SPRIGGEL LIFE ESTATE j � THE APPROXIMATE LIMIT OF DISTURBANCE 4005 N McDERMOTT ROAD LAN D MERIDIAN, ID. 83646-5313 . -2698 PROPOSED GROUND CONTOUR (ONE FOOT INTERVAL) CONTACT: ROBERT SPRIGGELPH: 208.631.1978 GROUP DEVELOPER: INVESTMENT ANALYTICS GROUP, LLC Cc - - EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) 800 W. MAIN ST, STE 1460 \ p/ 1.8'TO 3' EXISTING BERM �r PRECLUDES STORMWATER FROM BOISE, ID. 83702 / �+ =THE SITE REACHING THE DRAIN yr CONTACT: RYAN SF SF SILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BEST PH: 208.639.3262 MANAGEMENT PRACTICES BMP#65. SEE DETAIL ON SHEET C1.55. CONTRACTOR: TO BE DETERMINED Col- ANN SILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP#64. SEE DETAIL ON SHEET C1.55. //W J \ �Fqp 2520: r ONSITE SWPPP COORDINATOR: TO BE DETERMINED 74% 19 o �11.1/° \ \ \ 22 ��� � ��� ���� ❑ TER CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WA BEST MANAGEMENT PRACTICES BMP#49 AND DETAIL ON SHEET C1.55. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM PLAN PREPARER: THE LAND GROUP \�\ \\\\ \\ WATER BEST MANAGEMENT PRACTICES BMP#50. SUITE 100 -2521� � �I "�• � o. _ R 462E SHORE DR. NOT \ CD -- 24 0 EAGLE ID 83616 ROGER COLLINS / - MATERIALS STORAGE AND PARKING AREAS PER THE PHONE: 208.939.4041 LIMIT OF DISTURBANCE - A STATE OF IDAHO CATALOG OF STORM WATER BEST r helan g p &FIBER ROLLS 5ti� - MANAGEMENT PRACTICES BMP#37. g @ o e r t d r o nc.com u i PART I - - - LICENSE NO: CON09 00260 EXPIRES: 08.29.2021 o \ I ° PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF o - v \ STORM WATER BEST MANAGEMENT PRACTICES BMP#40.THIS SHALL RECTANGULAR DROP INLET PROTECTION TO 11.6% \ BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE U. BE INSTALLED PRIOR TO EARTH MOVING 2522-I III '. MATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO OPERTATION &REMOVED AT FINAL - - ° SIGNATURE: DATE: 11.03.2020 R o° 25.0%� LIMIT OF DISTURBANCE C� REMOVE ANY TRACKING OF MUD Al DIRT ONTO EXISTING ASPHALT. STABILIZATION I' _ _ Q 52mmi CONCR TE & SILT FENCE 2 SEE DETAIL 1.55. WASHOU - c , I S 1/C -- w II Y ® RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP#13, SEE ENGINEER: O N � � ® � SHEET C1.55 FOR DETAILS. THE LAND GROUP, INC.J - / 462 E. SHORE DR., SUITE 100 \ CO ° RECTANGULAR DROP INLET PROTECTION TO ( 1 N �I LANDSCAPE STABILIZATION (TURF SOD)AREAS PER THE STATE OF EAGLE, ID 83616 y r - J o BE INSTALLED PRIOR TO EARTH MOVING JASON DENSMER, PE IF A / OPERTATION &REMOVED AT FINAL l� IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES O STABILIZATION jason@thelandgroupinc.com c.com- \ \ 2'b���� ---- - 1 - _ - 17"G1RR , 2"PIRRIAI 252 ASPHALT STABILIZATION AREAS, COORDINATE WITH TYPICAL Q -2524 0.1% � �A �, °�° o° SECTIONS, SHEET C2.01 . NOT �` �° STABILIZED �, N � 31 o � � � � \'�' INSTALL FIBER ROLLS o o CONSTRUCTION NOT oho \ AT PROPERTY LINE N ■ ENTRANCE STAGING AREA �o A o EQUIPMENT AND MATERIALS A -� \ D PRIOR TOEARTH ACTIVITIES I�/ mime PART PROJECT SIGN CA STORAGE,WASTE DISPOSAL AND REMOVE UPON AREA, AND WORKMAN PARKINGPART - o FINAL STABILIZATION W Cc C3 � 0 100, 200' Q SWPPP Site Plan a ESC/SWPPP - General Notes Ill HORIZONTAL SCALE: 1" = 100' = 0 1. ALL BMP NUMBERS ARE REFERENCED FROM IDAHO DEQ BEST MANAGEMENT PRACTICES. � O 2. ALL STORM WATER WILL BE CONTAINED ON SITE. E. � g n 3. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM OF ONCE EVERY 7 DAYS-OR-ONCE EVERY 14 DAYS � Soil Stabilization 15,17,18,21 ,23 SWPPP Posting Requirements: �+ � AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR GREATER. Q 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF SITE ACCUMULATIONS 1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: p 0 OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE FOR OBTAINING THE EPA NOTICE OF INTENT (N01). A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR = CU z OFF-SITE IMPACTS. B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR 2i Q 2. LITTER, CONSTRUCTION DEBRIS,AND CONSTRUCTION CHEMICALS THAT 2. A COMPLETE COPY OF THE SWPPP (INCLUDING A COPY OF THE CONSTRUCTION C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGH SEPTEMBER) z LO COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING GENERAL PERMIT AND COMPLETED INSPECTION FORMS), NOI,AND IN ARID AREAS AND SEMI-ARID AREAS. = o w A POLLUTANT SOURCE IN STORM WATER DISCHARGES. ACKNOWLEDGEMENT LETTER FROM EPA MUST BE RETAINED AT THE 3. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED CONSTRUCTION SITE (OR OTHER LOCATION EASILY ACCESSIBLE DURING 3. DEWATERING IS NOT EXPECTED FOR THIS SITE. ONSITE SWPPP CONTRACTOR IS RESPONSIBLE FOR AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION NORMAL BUSINESS HOURS)AND MADE AVAILABLE FOR REVIEW BY EPA, A ALL NON-STORMWATER MANAGEMENT. ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE STATE, OR OTHER LOCAL APPROVING AGENCY. Revisions MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE SWPPP OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION RESPONSIBLE PERSON. 1' 3.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER NEAR THE CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE CONTAIN THE FOLLOWING INFORMATION: 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA. INITIATED AS SOON AS PRACTICAL. WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER OR A SIMILARLY EFFECTIVE 3.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS • AT A MINIMUM,THE NOTICE MUST INCLUDE THE NPDES PERMIT MEANS TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHEN TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE TRACKING NUMBER AND A CONTACT NAME AND PHONE NUMBER FOR NOT IN USE AND AT THE END OF THE BUSINESS DAY. DISPOSE AT A FREQUENCY ACCORDING TO RESUMED WITHIN 14 DAYS,TEMPORARY STABILIZATION MEASURES DO OBTAINING ADDITIONAL PROJECT INFORMATION AS WELL AS THE CONTAINER SIZE. NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. ADDRESS OF THE SITE, THE PERMIT HOLDER'S NAME AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE (395-8888) MUST 6. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS NOTE: ONE OF THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE DISPLAYED THROUGHOUT CONSTRUCTION POSSIBLE.ANCHOR TO PREVENT VANDALISM. BE IMPLEMENTED ON ALL DISTURBED AREAS Al WHERE SHOWN ON PLAN, • THE UNIFORM RESOURCE LOCATOR (URL) FOR THE SWPPP (IF UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: AVAILABLE), OR THE FOLLOWING STATEMENT: "IF YOU WOULD LIKE TO 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED 1. MULCHING (BMP 15) -APPLY GRAVEL, STRAW, GRASS, COMPOST,WOOD OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN DURING CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL NOT REMAIN ON CHIPS OR WOOD FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE (SWPPP) FOR THIS SITE, CONTACT THE EPA REGIONAL OFFICE AT EPA PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, REGION 10 STORMWATER PROGRAM MISHA VAKOC DRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED SLURRY AND AND/OR: (VAKOC.MISHA@EPA.GOV) (206) 553-6650 " CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR 2. GEOTEXTILE (BMP 17) -APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO • AND THE FOLLOWING STATEMENT"IF YOU OBSERVE INDICATORS OF SURFACE WATER QUALITY STANDARDS. DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE STORMWATER POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION,AND/OR: WATERBODY, CONTACT THE EPA THROUGH THE FOLLOWING WEBSITE: 12. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. 3. MATTING (BMP 18) -APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO HTTPS://WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BY THE OWNER) AT A DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE -VIOLATIONS." PRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. • THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE BE STABILIZED PER BMP#44. PUBLIC ROAD THAT IS NEAREST TO THE ACTIVE PART OF THE PERMANENT SOIL STABILIZATION BMPS: CONSTRUCTION SITE. 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. SEEDING (BMP 21), SODDING (BMP 22),AND PLANTING (BMP 23) -COORDINATE • THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED WITH THE APPROVED LANDSCAPE PLAN FOR LOCATIONS AND TIMING. FROM A PUBLIC RIGHT-OF-WAY. 14. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE PERSON. 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I, SECTION 1.11 OF THE CONSTRUCTION GENERAL PERMIT. 15. TOTAL DISTURBED AREA FOR THIS ON-SITE WORK IS APPROXIMATELY 12.76± ACRES. Project No.: 119192 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING 16. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HAS Date of Issuance: 11.03.2020 THE EPA FORMS FOR N.O.T. (NOTICE OF TERMINATION). REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS Project Milestone: AGENCY SUBMITTAL AND CONDITIONS CONTAINED HEREIN. a SWPPP Plans Site Plan E r'E z C�Z 1m50 50' MINIMUM EXISTING STORM SEWER GRATE POST SIGN NEAR BASIN `� �i�.► � �1 0_11/► T H E S.y PAVEMENT CONSTRUCTION SPECIFICATIONS ppppppOppp ` � 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED p CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE �OppOppp�pOppp LIFT STRAPS, FRAME OR OTHER LAN D LAYER. pppp \ METHOD OF LIFTING BAG FOR . FILTER CLOTH MOUNTABLE BERM J 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A REINFORCED CORNERS OR MAINTENANCE CONCRETE ' G ROUP �o (OPTIONAL) SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD METAL FRAME WASHOUT REQUIRED OVERFLOW PORTS OR APPLY). 3. THICKNESS-NOT LESS THAN 6 INCHES. METHOD FOR OVERFLOW IN EXISTING GRADE PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT ® LARGE STORM EVENTS o POINTS WHERE INGRESS OR EGRESS OCCURS. D 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO 2-FT MINIMUM 50'MINIMUM PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE CONTAINMENT BAG 5AC0x0 FAMILY RESIDENCE LOT. 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS ,�� 26, pL �DDDDD IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE ��l�l�l�l� PERMITTED. I } 10 MIL(MIN.) �D"`b"`b"`t D or D D 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION PLASTIC LINER z ���b EXISTING STORM INLET D DC �D D DC D 1 D D D PAVEMENT WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO I I CO c PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING Akobpkob T �b WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR NOTES: Q� TM TM CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 1. APPROVED MANUFACTURES: SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC DANDYSACK OR FLEXSTORM RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. INSPECT AT FREQUENCY DESCRIBED IN D 0 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR ESC/SWPPP DOCUMENTS. REPAIR OR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REPLACE AS NEEDED. 0 o REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE 3. REMOVE SEDIMENT ACCUMULATIONS PLAN VIEW T AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. WHEN FILTER CAPACITY IS REDUCED 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED BY 50%. AFTER EACH RAIN. NOTES 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. Stabilized Construction Entrance (BMP 40) 2 Drop Inlet Protection Type I (BMP 13) Concrete Washout (BMP 49) Scale: NTS Scale: NTS Scale: NTS 5' MAX(TYP.) FASTNER - MINIMUM NO. 10 GAGE WIRE Z WOOD STAKE (4 PER POST REQ'D) O SEE WOOD STAKE WOOD STAKE FILTER FABRIC ■1 DETAIL THIS SHEET FIBER WATTLE —\A FIBER WATTLE E� CO FIBER WATTLES co T DET SEEWOOD �O� S SHEET j� NS`Op \\ � � y W" p \\�/�F ELEVATION OwNS�Optt I I I [ if 1� - __L \�\�\\/ \\� FILTER FABRIC Ca CIV ��\ \ / DIRECTION OF FLOW WOOD STAKE \� / SLOPE SURFACE EXISTING GROUND W SLOPE SURFACE Q TRENCH \� %\\\\\\� \�\\//\\ % COMPACTED NATIVE MATERIAL 6" MIN. Q C\J CD�, FABRIC ANCHOR DETAIL CD CD � NOTES: E. 1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. CD CD ~ THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE 2i =: FINAL GRADING AND SITE STABILIZATION. 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN. CU z 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 2i Q 3.0 SQ. IN. = z o LO LU o w Fiber Roll (BMP 64) Fiber Roll Stake Section (BMP 64) Fiber Roll Stake Section 2 (BMP 64) 7 Silt Fence Install 1 (BMP 65) - 2E 4 Scale: NTS Scale: NTS Scale: NTS Scale: NTS Revisions 1. Project No.: 119192 Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL 3 SWPPP Plans Details i L E F E z !NZs C1 \ /�.� 0 %= T H E L AN D - GROUP Idaho DEQ Final 2016 305B Integrated Report V I Ty Ln Z — 7 Q rIrxtefb+ttDr t F D - -_ _ Z i Elm Ln W Ledge rwood'"- I — - �V Co ndo 6 O 2 ] j*w m hlc Creek -3rd cwdt9- W McMillan Rd u W k tM6ttan Rdi \ r I r I I 11 FIVE MILE CREEK-PERENNIAL STREAM PHYLLIS CANAL \ 303D LISTED-NOT SUPPORTING (NOT ASSESSED) CID —�111111� FLOW I \ Astonte t)r Astonte St CATEGORY 4A&5 a TMDL APPROVED W ro r r>a St TMDL 64560 LOWER BOISE RIVER FOR BACTERIA \ AND SEDIMENTATION/SILTATION IFLOW PROJECT LOCATION O � McFADDEN OR IN (NOT ASSESSED) 3 I \LE I Q Z POINT OF 1 I DISCHARGE 001 - I" �I EIGHT MILE LATERAL ACHD STORMWATER mime (NOT ASSESSED) SKY PILOT DRAIN \ SWALE AT W. / (NOT ASSESSED) ACHIEVEMENT ST. f� FLOW W Jordon Ln y \ FLOW / UJ cc CZ tk[A \ +�Akterstorre St 2 r,.., ficf \ Ur,tRk Fill ,'. �I .I k I-'�I / _ _ CANYON � � W Usklok Rd \ _ 4At Nl ln�nra Q / LU in i Nt E �� WMosnLake Etlrnent�ry Ioc O I y W ¢Q w Moon Lake 1 _ TEN MILE CREEK-PERENNIAL STREAM SAFFORD SUBLATERAL ' Q 303D LISTED-NOT SUPPORTING (NOT ASSESSED) rr�nr VW law 61 = Z Q CATEGORY 4A&5 Pork O W`d tlrkxa rptalnl C}� W " y O LL TMDL APPROVED m 4 }'f COD TMDL 64560 LOWER BOISE RIVER FOR BACTERIA -5a110rd 5ugra(tr al *``.* Z yA r 1116 AND SEDIMENTATION/SILTATION i W Classic Or altlen o,;)o Dr i oMrCll b Revisions ff W Ohirles `�5 �., � � •� rt'akv _ Bronze So Dr � ' W Tvurnieme W Dawsor"'` I �r�5�ex' FLOW` ro1 r r L'�'� Tzrrrsif+f C' r*crA September 21, 2020 Legend 1:18,056 BURP Locations NotAssessed(Cat3) 0 0.2 0.4 0.8 mi Not Monitored Not Supporting Cat4,4b,4c,5 Pp 9( ) 0 0.35 0.7 1.4 km River — 2016 303(d) Streams (Final) Stream (Mercury Impaired CAT 4a,5) Sources: Esri, HERE,Garmin, Intermap,increment PCorp., GEBCO, USGS, FAO, NPS, NRCAN,GeoBase, IGN, Kadaster NL, 4th Field HUCS (Idaho) 2016 305(b) Streams (Final) Ordnance Survey, Esri Japan,METI, Esri China(Hong Kong),(c) OpenStreetMap contributors,and the G IS User Community (Mercury Impaired CAT 4a,5) Fully Supporting(CAT 1,2) ©IDEQ 2020 CAT 5 NotAssessed(CAT 3) 2016 305(b) Lakes (Final) Not Supporting(CAT 4a,4b,4c,5) Fully Supporting(Cat1,2) Map Courtesy of IDEQ's 305B Integrated Report Copyright©2020 DEQ GIS Waters of the US Map Project No.: 119192 HORIZONTAL SCALE: AS NOTED Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL a SWPPP Plans Waters of U.S. E C �Z d 1m56 \ /�°� 0 %= T H E L AN D AGROUP d � 47' R.0 W. 30'SHARED DRIVEWAY/COMMON LOT 23.5' 23.5' 10, JOINT TRENCH 2' 5' 16.5' 16.5' 5 2' UTILITY 5' 10, 10, EASEMENT (TYP. BOTH SIDES) 12" RIBBON SPECIFICATIONS CURB SEE 2/0 2/0 ° VARIES ° ° DETAIL 4 -VARIES UNIT SIZE- (20"x 20"x 1")1.75/°±0.25� 0 0 1.75/°±0.25/° —y 1.75/°±0.25/° VARIES VARIES AVAILABLE IN 9 STANDARD ROLL SIZES 5"THICK CONCRETE 5"THICK CONCRETE 5"THICK CONCRETE SIDEWALK PER ACHD SIDEWALK PER ACHD SIDEWALK PER ACHD UNIT WEIGHT-510 GRAMS (18 OZ.) OR 2.0 KG (4.5 SUPP SD-709 SUPP SD-709 SUPP SD-709 POUNDS) 4-IN OF 3/4"MINUS CRUSHED 4-IN OF 3/4"MINUS CRUSHED STRENGTH-402 KG/CM2 (5720 PSI) AGGREGATE BASE TYPE 1 2.5-IN ASPHALT, SP-3, 0.50-IN (112") MIX, PG 64-28 AGGREGATE BASE TYPE 1 2.5-IN ASPHALT CONCRETE COLOR- BLACK(STANDARD) STANDARD 3" ROLL CURB AND 4-IN OF 3/4"MINUS CRUSHED STANDARD 3"ROLL CURB AND 4-IN OF 3/4"MINUS CRUSHED RESIN - HOPE (WITH SOME POST-CONSUMER GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 RECYCLED CONTENT) 12-IN OF 6"MINUS UNCRUSHED 12-IN OF 6"MINUS UNCRUSHED CONSTRUCT FULL DEPTH ROADWAY AGGREGATE BASE CONSTRUCT FULL DEPTH ROADWAY AGGREGATE BASE BASE SECTION. EXTEND 6-IN MIN. COMPACTED SUBGRADE BASE SECTION. EXTEND 6-IN MIN. COMPACTED SUBGRADE PLAN BEYOND TOP BACK OF CURB BEYOND TOP BACK OF CURB GRASSPAVE2 SQUARES Local Road Typical Section Shared Driveway with Sidewalk Typical Section2 ADJACENT GRASSPAVE2 SQUARES Scale: NTS Scale: NTS I I i i Z J SEE ENLARGEMENT BELOW U I I _ HYDROGROW MIX BELOW RING SUPPLIED FREE y 91 25 FINISH GRADE PER PLANS / BY MANUFACTURER EASEMENT + O 6"x12"CONCRETE BAND RINGS FILLED WITH CONCRETE SAND (CLEAN, :M111 I II I I I SHARP SAND) � 2' 5' I VARIES 17.41'MIN TO 21.70 MAX 23 %"RADIUS COMPACTED SANDY GRAVEL ROAD Q SEE PLANS ASPHALT PAVING PER PLANS -"° -""" "" -"° N BASE 95% MODIFIED PROCTOR � oU � N-1 DENSITY MIN. 12" 1'FLAT 2' 21' ° o -Na� N'N° ° ° ■IIIIIIIIII� E IIMIMII_IIMII IIMIMII IIMIM 1 FLAT 1 FLAT ° IIMIMIMIEl�M -MIElIM El�MIMI I_� ' 3+ 12+ �o ° ° ° a ° IIEl 1-1 1-1IEl—�E1 1I—_I—�iii� 1-1 M 1;,1-1E COMPACTED SUBGRADE n � 1 EXISTING ° a I—III_ "'—III=1 SECTION W BIORETENTION SWALE EXISTING PAVEMENT ° Cc PER ACHD BMP 30 SHOULDER ° LID \ TOP OF GRASS ROOT MASS 6 MM 1.75%±0.25% I r` 2' SAWCUT LINE VARIES q:y CD (%")ABOVE TOP OF RING. _ _ _ _ _ _ _ _ _ _ _ — — \\/ GRASSPAVE2 ATTACH WITH SNAP-FIT Q 14 5"THICK CONCRETE o 0 0 0 0 0 0 0 0 FASTENERS � SIDEWALK PER ACHD - - - - - - - - - — — — — — — — — — — — \�\�\�\\�\\�� \ / /�\/\\ AGGREGATE BASE AS opopopopopopopo SUPP SD-709 4-IN OF 3/4"MINUS CRUSHED \ \\\/\�\/\\� \\/ / / / SPECIFIED 0000000 ooc ROOT MASS TO FILL GRASSPAVE2 Q AGGREGATE BASE TYPE 1 / \ / O EXISTING GRAVITY STANDARD 6"VERTICAL CURB AND 4-IN OF 3/4"MINUS CRUSHED IN (1/2") MIX, PG 64-28 COMPACTED SUBGRADE ENLARGEMENT °C IRRIGATION PIPE TO NOTE: COMPACTED SANDY GRAVEL E � � CD OF 6" GUTTER PER ACHD SUPP SD-701 AGGREGATE BASE,TYPE 1 REMAIN CONSTRUCT FULL DEPTH ROADWAY MINUS UNCRUSHED PROVIDE SCORE JOINTS AT 10'-0"O.C. BASE COURSE BASE SECTION. EXTEND 6-IN MIN. AGGREGATE BASE Q N McDermott Rd Typical Section BEYOND TOP BACK OF CURB 9 LU COMPACTED SUBGRADE Concrete Ribbon Curb Grasspave - Maintenance Access Detail & Section y o �Scale: NTS 4 Scale: NTS 7 Scale: NTS Q z — L C Revisions 1. J J C 60,R.0 W. 30'SHARED DRIVEWAY/COMMON LOT 28.5' 31.5' 10, JOINT TRENCH 5.5' 5' 18, 18' 5' 8.5' UTILITY 10, 10, EASEMENT (TYP. BOTH SIDES) 12"RIBBON CURB SEE 1 VARIES DETAIL 4 VARIES .75%% � 2% Zoo y 1.75%�0 —► VARIES VARIES 5"THICK CONCRETE 5"THICK CONCRETE SIDEWALK PER ACHD SIDEWALK PER ACHD SUPP SD-709 SUPP SD-709 4-IN OF 3/4"MINUS CRUSHED 4-IN OF 3/4"MINUS CRUSHED �SZ014AL AGGREGATE BASE TYPE 1 2.5-IN ASPHALT, SP-3, 0.50-IN (1/2") MIX, PG 64-28 AGGREGATE BASE TYPE 1 2.5-IN ASPHALT CONCRETE �� ��0\ST STANDARD 3" ROLL CURB AND 4-IN OF 3/4"MINUS CRUSHED STANDARD 3" ROLL CURB AND 4-IN OF 3/4"MINUS CRUSHED GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 GUTTER PER ACHD SUPP SD-702 AGGREGATE BASE,TYPE 1 109 1 12-IN OF 6"MINUS UNCRUSHED 12-IN OF 6"MINUS UNCRUSHED CONSTRUCT FULL DEPTH ROADWAY AGGREGATE BASE CONSTRUCT FULL DEPTH ROADWAY AGGREGATE BASE BASE SECTION. EXTEND 6-IN MIN. COMPACTED SUBGRADE BASE SECTION. EXTEND 6-IN MIN. J 9Tf OF 0 BEYOND TOP BACK OF CURB BEYOND TOP BACK OF CURB COMPACTED SUBGRADE q N DES 11/03/2020 W Achievement Street Typical Section Shared Driveway without Sidewalk Typical Section Project No.: 119192 5 Scale: NTS Scale: NTS Project Milestone: AGENCY SUBMITTAL Construction Details By stamping and signing the improvement plans,the Registered Engineer ensures the Typical Sections District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered E a Engineer of these responsibilities. �z BY DATE: 2m01 ADA COUNTY HIGHWAY DISTRICT ��o Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j ��� THE � LAND FG: 2525.48 I ° . Rj�,y � 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00/°. CROSS SLOPES OF ALL . \ SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 GROUP SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. _ - it + R/W\ -_ 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE i N R/W OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FG-FINISHED GRADE ELEVATION MX-MATCH EXISTING 1 STA: 13+88.08, OFF: 23.52'L ' \RA41 FG: 2524.68 TC TOP OF CONCRETE FG: 2524.69 TBC-TOP BACK OF CURB FG: 2525.19 FG: 2525.28 R/W FG: 2524.72 FL-FLOWLINE ELEVATION ° FG: 2524.80 FL GB-FLOWLINE GRADE BREAK 0 1.8% GB/HP: 2525.18 I 26�00 3j �. spry Rj�,y 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. N 9►ge/ S fre , 2.0 0 Lo ------------- "" FG: 2524.98 Q FG: 2524.90 0 FG: 2524.87 F : 2524.62 F :2 2 F : 2 24.71 Keynotes: Z sAN 1. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO W Achievement St THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. 14+00 1 FG: 2524.18 -4 i � I STA: 26+03.28, OFF: 24.50'R 2.0% F :2 24.1 FG: 2524.25 j � r' i o sus sAN O i F :2 24.17 F : 2524.61 FG: 2524.87 - _- --- I--- --- - - - 0.6% F :2 24. 2 - - - - F :224. 1 FG: 2524.92 ---- ---- _ _ / = 2.1% o °° F :2524.71 --- - I F :2 24. 2CD FG: 2524.60 MIJo 000°° °°° ------------ FG: 2525.02 a °`%� 0.5% : CO FG: 2524 r 9% .70 f ° ZMIJ 8i 0 2.2 0° FG: 2524.68 F : 2525.17 .� 2.0% 1.8/o eo ° FG: 2525.26 5.0% � FG: 2524.67 FG: 2524.72 , _ O STA: 13+88.59, OFF: 23.75'R °°°000° ` CA FG: 2524.80 ° h FG: 2525.34 o 00 STA: 26+61.94, OFF: 24.50'RO \ r o000 � FG R/ GB: 2525.29 ��° FG: 2525.37 °000 o R/W O N 1 STA: 13+93.66, OFF: 26.78'R 2.1% N m FG: 2525.46 �� i � F '2 24.1 0 o I M � FG: 2525.83 y Lu W chievement N. elklik Avenue W. Spriggel Street & N. Bold Stripe Avenue C'3C2 = Scale: 1 10' Scale: 1 10' i Q i CD cu FG: 2526.85 ,I i CD O w Q 1O STA:45+85.11, OFF: 25.12'Lob i �� Q i � � V z Q FG: 2526.98 FG: 2526.96 I cCL) LO M ban o CD R/W R/W T 0.3% V o, o M _ �hti FG: 2526.66 N. � Revisions -- --- ----------------- -- + 1. - � _ F :2526.62 FG: 2526.61 Z � I i i I i I I � I W. Achievement Street 46+00 46+08.91 II - --- - - - - - - I- -- -- 2528 - � I ' I Ic / FG: 2526.58 \ ------- FG: 252,6.73 I, _ 5510 LNG ��G\ST ✓�G FG: 2526.80 i ------ _ 109 1 RNV o0 000° G : 2526.88 R I ohs 00 g ��9TE \oP�o i Jq 2527.10 OF / FG: 2527.13 I i / J N DEN 11/03/2020 1 STA: 45+78.78, OFF: 26.51'R o i Project No.: 119192 Plans Are Accepted For Public Street Date otIssuance: ".o3.�ozo co Plans Milestone: AGENCY SUBMITTAL / I � Construction Details FG: 2527.18 °C By stamping and signing the improvement plans,the Registered Engineer ensures the Intersection Details District that the plans conform to all District policies and standards. Variances or o waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered W. Achievement Street & N. Alameda Creek Avenue Engineer of these responsibilities. Scale: 1"=10' BY DATE ■O 2 ADA COUNTY HIGHWAY DISTRICT C2 ��o Sheet Notes: ��_� Vol� 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. =� ���� THE Raw 2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS LAND 20' / SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN • PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION.THERE ' GROUP '_- - - - - - - - - - - 32S° - ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. 1.2% 3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF N s9 GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE N FG:2525.80 FG: 2524.61 FOLLOWING ABBREVIATIONS: gg 08 FG-FINISHED GRADE ELEVATION MX-MATCH EXISTING 124.52 TC-TOP OF CONCRETE C\J0 0 4' STA: 23+92.15, OFF:41.45'L TBC-TOP BACK OF CURB `� �p \V - /� W. Spriggel Street FL-FLOWLINE ELEVATION N FL GB-FLOWLINE GRADE BREAK 90.63' FG: 2524.60 ,' 4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. FG: 2525.69 1 2% STA: 23+79.20, OFF:39.37'L EG EG EG EG EG EG - - EG - V - 12W 12W 12"W EG co sAN co FG: 2525.67 MATCH EXI TING GRAVEL ROAD FG: 2524.62 Q pp / - - - - - - --- - - - - - - - -- - - - - - - - - - - - - - - -- - - --- - 5"THICK CONCRETE SIDEWALK `L�x�� 3: PER ACHD SUPP SD-709 00 CD - SAN 8"SS I EG - 8"SS S EP P ET n n Common Driveway A Z FG: 2523\FA r EG E E� 1 Scale: 1"=10' - - - - �Q FG: 2523.46 C/3 -- I MIJ G\RR L -- - --- - - - - --- - - - - - -J ua, C FG: 2523.87 FG:2524.00 O 20' �2524 2525 � I I w E w 153.7 R/W RMI R/W R/ - - - - -- mime I j I y �+ FG: 2525.61 109.35 ---- 46,all a> I a N N o �� FG: 2525.45 I w w N STA:42+23, OFF: 30.20'R N. Bold Stripe Avenue I = o 104.64' '�'Q� z CD FG: 2525.56 / a 1.2% STA:42+35.38, OFF: 29.45'R "' w ~ - - - - - - - - - 153 3° FG: 2525.52 i/ I y Q 0 � - / - - - - - - - - o - C _� Q LO COD C:) Common Driveway B I w w Z Scale: 1"=10' Z Revisions Q 1. a CL w w 3 � I I 20, w i/W R/W R/W R/W R/W R/W wCL STA: 30+29.07, OFF: 24.42'L 1.2% F : 2 2 . 4 LU FG: 2526.68 � FG: 2528.03 F :2525.82 cD ------------------------------------- 110.83' �R/W R R/W R R/� /W�R/W CC 0 0000 o ti W. Spriggel Street �� 6 NAL / N ------------------------- - 90 FG: 2527.87 G\ r� 30+00 FG: 2526.78 i � 109 1 STA: 30+43.97, OFF: 23.90'L / 1•2% W. Spriggel Street s�gTe OF \OP�o LADES O CL) _ - cr_ FG: 2527.77 11/03/2020 FG: 2526.80 5"THICK CONCRETE SIDEWALK / NOTE: Project No.: 119192 CL)\ PER I CHO SUP SD-709 CONSTRUCT WITH SAME PAVING SECTION AS COMMON DRIVES Cc Plans Are Accepted For Public Street Date of Issuance: 11.032020 V CD Construction Project Milestone: AGENCY SUBMITTAL Details C Q By stamping and signing the improvement plans,the Registered Engineer ensures the Common Driveways �_- - District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Common Driveway C z Emergency Access Drive Engineer of these responsibilities. 3 4 Scale: l"=10' Scale: l"=10' BY DATE: ■O 3 ADA COUNTY HIGHWAY DISTRICT C2 ��o Sheet Notes: F,�__, 1. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL % ����' T H E NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF LAN D DRAINAGE FACILITY TO PROVIDE 3'MIN. CLEARANCE BETWEEN . GROUNDWATER AND THE BOTTOM OF THE FACILITY. UNTIMELY G R 0 U P NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. 2. BOTTOM OF SAND LAYER ELEVATION IS THE MINIMUM EXCAVATION. Groundwater Note: 1. GROUND WATER DATA FOR THIS SITE IS BASED UPON GEOTEK, INC. NO. 8 AGGREGATE GEOTECHNICAL REPORT FILE NO 2097-ID, AND GROUND WATER MONITORING DATED OCTOBER 1, 2020. GROUND WATER IS ESTIMATED 6-IN REVERSE PAN - TO BE BELOW 4.5-FT TO 5.6-FT. BELOW EXISTING GROUND N VERTICAL CURB PER r ACHD SUO SD-701 R T PLAN NOTES: PERVIOUS CONCRETE PAVER: DISTANCE — WHOLE OR 1. LOCATE CONCRETE APRON AROUND UTILITY MANHOLE COVERS SO EDGE OF Paver Notes: BASALITE SPECPAVE 100. 5.5"x — CONCRETE ACCOMMODATES WHOLE PAVER (5.5"WIDTH OR 11" LENGTH). 11"x 80 mm THICK. COLOR: HALF PAVERS ONLY 2. NO CUT PAVERS LESS THAN 5.5"WIDTH ALLOWED. 1. V100 STORM 9,503 CF,VOLUME PROVIDED IS 9,744 CF. TERRACOTTA/CHARCOAL BLEND. C/, 3. COVER DOES NOT NEED TO BE CENTERED IN CONCRETE. HERRINGBONE PATTERN. w a 4. PROVIDE MIN. V WIDTH OF CONCRETE FROM EDGE OF COVER TO OUTSIDE OF 2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY Q w APRON. IS FULLY EXCAVATED. ` •• • , ' �,�,*,�• •.,,••r J �> 5. SCORE JOINTS AND REINFORCING TO BE IN CONFORMANCE WITH ISPWC NO. 8 ,*;*;*;*;*;*;* ,• STANDARD DRAWING SD 616. 3. PICP SYSTEMS (PERMEABLE PAVERS) SHALL BE INSTALLED BY A AGGREGATE `•`•`•`•`•`•. . .. INSTITUTE (ICPI) CONCRETE PAVER INSTALLATION CERTIFICATE. • I DOCUMENTATION OF CERTIFIED INSTALLERS SHALL BE PROVIDED PRIOR •: • , y. TO ISSUANCE OF THE RIGHT-OF-WAY PERMIT. O ■1 CV C DISTANCE = WHOLE OR SOLDIER COURSE PER PLANS HALF PAVERS ONLY O (COLOR: CHARCOAL) NEW CONCRETE PER PLANS TYPICAL UTILITY STRUCTURE (SIZE VARIES) Utility Concrete Collar Detail y �+ 1 Scale: NITS W !c C3 � oa 8"W RIBBON 8"W RIBBON CURB OR CURB OR VARIES SEE PLANS 2' REVERSE PAN 2' REVERSE PAN Q CURB CURB CD PERMEABLE CONCRETE PAVER: BASALITE Ir E.SPECPAVE 100. 11"x 5.5"X 100mm THICK. COLOR: ~ NO. 8 AGGREGATE O TERRACOTTA/CHARCOAL BLEND WITH CHARCOAL CDNO. 8 AGGREGATE SOLDIER COURSES. 8"W x 18"ID RIBBON CURB EDGE w 0 I RESTRAINT PER ACHD SUPP BMP-34 TO — TYP. NO. 8 AGGREGATE IN OPENINGS 8"W x 18" D RIBBON CURB EDGE ISPWC. OR 6-IN REVERSE PAN VERTICAL � � z RESTRAINT PER ACHD SUPP BMP-34 TO BEDDING COURSE 1" DEPTH (TYP. NO. 8 CURB PER ACHD SUP SD-701 R Q ISPWC. OR 6-IN REVERSE PAN VERTICAL AGGREGATE) z o LO cc CURB PER ACHD SUP SD-701 R VARIES 1" o w 1 VARIES_ ^a e e' d ° a e Revisions d A d E` 1. SECTION NOTES: I�—I�I—I�I—I�I I —III—III= 1. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL N I—I I—I I—I I HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM OF 3-FT. GROUNDWATER FOR I-I�II III—I�I—I�I—�I THIS SITE IS EXPECTED TO BE >4-FT BELOW GRADE BASED UPON GGEOTEK, INC. 7" DEPTH NO. 57 STONE -I I I I I II II illI I I I GEOTECHNICAL REPORT FILE NO 2097-ID, DATED OCTOBER 1, 2020. OPEN-GRADED BASE I=I 0 N0. 2 STONE SUB-BASE NON-WOVEN 2. DESIGN INFILTRATION RATE FOR PAVER SYSTEM IS 8-IN/HR. CONTRACTOR TO HAVE GEOTEXTILE FABRIC ON INFILTRATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY I' II I II I II II I II I I I I Ii II I I I—I�'—III—I Ii„ I=„I I=, I I�i II II I —III,;I I=I ENDS AND SIDES EXCAVATED.ACHD INSPECTOR MUST BE PRESENT DURING INFILTRATION TESTING. IF THE -I I III—III-III— PERCOLATION IS LESS THAN SPECIFIED RATE, CONTRACTOR WILL NEED TO OVEREXCAVATE THE PAVER SUBGRADE TO FREE-DRAINING SOILS FOR DRAINAGE TO FREE DRAINING SOIL OCCUR OR CONTACT THE ENGINEER TO REDESIGN THE SYSTEM TO ACHIEVE THE SUBGRADE REQUIRED CRITERIA. 3. CONTRACTOR TO SCARIFY SUBGRADE PRIOR TO PLACEMENT OF THE PAVER SECTION TO PROMOTE INFILTRATION.AFTER THE SUBGRADE IS SCARIFIED, EFFORTS TO KEEP TRAFFIC (INCLUDING PAVER PLACEMENT EQUIPMENT) OFF OF THE SUBGRADE SHALL BE MADE TO $jpNAL EN PREVENT COMPACTION OF THE MATERIAL. ��5 T 4. REFER TO ACHD BMP-34 FOR OTHER DETAILS. Permeable Paver Installation 100 1 Scale: NITS 114 OF 0 SON D19S 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL Construction Details By stamping and signing the improvement plans,the Registered Engineer ensures the Drainage Details District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered E= Engineer of these responsibilities. zs BY DATE: C2m5O ADA COUNTY HIGHWAY DISTRICT EG EG A EP I , a-�a Sheet Notes: CEP - \\ 80 6 CCTHE III Lb 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =% � M/H �1�►� IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF - b MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAN D <Q CONNECT TO EXISTING DITCH I I I TBC• �rX 5'EZ S EZ NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • CONTRACTOR �5�� pS>> GROUP / TO VERIFY ELEVATIONS I III `1- 6y pF STA: 21+19.97, OFF: 16.50 R 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN `YJ o '" \ TBC:2525.64 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO CIS - - N°r° r6SOZ CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES I I �� 9 LL `'s DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT GIRR BOX 10 m o �o `'ok' 1 UDC3 02 LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE 24-LF OF 12-IN PVC AT 0.80% } 4-FT SQ BOX PER ISPWC SD-619 1 20° "� + r CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL o J STA: 12+90.99,34.45'L r o/ �cJ + DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO � RIM: 2522.92± 8 GI R / a j N EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE SUMP: 2521.21 I o° Q � R/ W R/W o CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR FIN IE IN: 2521.21, 12-IN PVC (S) -RA,y) GO7 1­- r DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS y IE OUT: 2521.21, 12-IN PVC (N) 777 PRIOR TO DIGGING. e W.ACHIEVEMENT STREET I Q --- ----------- --- _____________ - J STA: 20+79.97, OFF: 16.50'R 3. COMPLY WITH ALL NOTES ON SHEET C1.00. STA: 12+87.50, OFF: 0.00' - 111 ■� TBC: 2525.80 BEGIN PROJECT III 4 °C W '�'12"W _'"' - =W- PRO�UbLU vv "W 811W "W 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST \ - - - ACHD ROW I I - Cl) I EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL co m ao STA: 14+21.33= SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. - 13+00- 14+00 STA: 20+62.74 r - 69-LF OF 12-I PVC C AT 0.95% I I 3 \ `� - I Z - I 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. ss 8%S ss o� 8°S M 8"SS �S? 8"SS a -2524 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 9 I I I \ S - - WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY - DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 8 -- - - -----N--- - _------ 4 SLOPES. 22-LF OF 12-IN PVC MATCH EXISTING DITCH CONTRACTOR 5 STA: 20+39.97, OFF: 16.50'R TO VERIFY ELEVATIONS J'] .I/W R/W R/W R/W o� ti`� ` \ TBC: 2525.96 GIRR BOX0' � o `r ` N Roadway & Drainage Notes: �O - - 4-FT SO BOX PER ISPWC SD-619- - - - - - - - - - - - - 2 xo� G o SD SD STA: 12+90.89, 34.43'R I I `P<?' �J o \ 3. 2 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. RIM: 2524.24± III ��o�� SUMP: 2519.87 22-LF OF 12-IN PVC AT 0.91% - Grp- - C2.01 o ��- - - - - _ 2. REMOVE AND SALVAGE EXISTING INSTALL TYPE II SIDEWALK BARRICADE JOINT SCHOOL I WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE IE IN: 2521.87, 12-IN PVC S I I ��-s�,,o00 �� ```�' x �- i i O DISTRICT NO 2 III ( s N + �65G IE OUT: 2521.87, 12-IN PVC (N) 7036 W USTICK RD I I N OFF' r, THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE i \ �9� �`' DIAGONAL DECALS. NO PAINT. REINSTALL ON OPPOSITE SIDE OF STREET. APN:SO432427900 // PIPE /� GIRR GI -��C;Q; GIRR CO GIRR I GIRR - GIRR ( Z IE(E)12"PVC:2524.93' PTRT PI R PIRR , IRR \' IR g P R \ 3. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE PER ISPWC SD-1132B - + BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE O ■1 INSTALL GRAVITY IRRIGATION / N REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT PIRR / PIPE MATCH EXITING DITCH / 6 7 6 STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". CO 4. CONSTRUCT TYPE"H" PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH O TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED C Roadway Plan & Prof ile=W Achievement Street 0 20' 40' INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. - ADHESIVE MATS ARE NOT ALLOWED. Q10 Horizontal Scale: 1" = 20' 5. CONSTRUCT TYPE"G" (MIDBLOCK) PEDESTRIAN RAMP PER ACHD SUP SD-712G WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. 6. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. UJ REINSTALL ON OPPOSITE SIDE OF STREET. 7. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL Q a HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE 2532 2532 RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, W. Achievement Street Sta. 12+2 - 15+00 "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". Q HORIZONTA SCALE: 1 20' 8. 8-FT WIDE GRASSPAVE MAINTENANCE ACCESS PER DETAIL 7 SHEET C2.01 CD VERTICAL SCALE: 1 II - I AND 6-IN THICK SIDEWALK F_ 2530 2530 9. REMOVE EXISTING 5-FT CURB TERMINUS MATCH EXISTING CURB CD CD M c? LLI Q + y rn U T L,cli z � N o = ' z 2528 CD -Liw 2528 = Ln cc o w CD IIIIIIIIIIIIIIIIIIIIIIII� + CD r M CD cor ti 1­_ L ¢ co N Revisions 2526 0° J � N PROPOSED GRADE AT CENTERLINE 2526 1' `D "' STA: 12+87.50 � w EL: 2523.67 BEGIN PROJECT 1 g40 2524 0.40°i° - - ---- --- ---- ---- ----- ---- 2524 1 l EXISTIN GROUND AT CENTERLINE 2522 12-IN PVC CROSSING 2522 I GRAVITY IRRIGATION 1 2520 2520 �sZONAL ENG ��G\ST 109 1 2518 2518 s� �o ��T£OF0 EXISTING GROUND ELEVATION PROPOSED G ADE ELEVATION 9SOND19S AlCENTERLINE AT CENTERL NE 1 1/03/2020 2516 2516 Project No.: 119192 Date of Issuance: 11.03.2020 N N C\JC\JC\J ri r, Project Milestone: AGENCY SUBMITTALMN co � m m co r, N co N r, N N N N Ln N N C\J N N N N N N N C\J N N N N N N N Roadway Plan & Profile 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 W Achievement Street i L E 101C Sheet Notes: �,�_� li I I I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE THE li CNi) IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC CITY OF �� STeO 2 1 \�S� �, I MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. LAN D Tq r3X JS08 `� 2525 0� J 3 w J N J I NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • 9 98So �SO�.�S•0 LOCD Ui� -o 00 coo ccoo80 GROUP �? FF $0, Ln CON�_ N co N cfl N"' C\J �a� I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN �00�� t 13 � N `" N N r N N o N�� APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO m�'� C SAP I �`L`°h� m o \ m o m _ m o � �� N CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES LL.- _ CD on c" \ ~6' ~6' ~6' ~ ~ mv�� `���, — — DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT 2 1 � O� � � N N � e; WE �o <r o� LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK THE Ca \ �N + + �+, I + `� w'�� CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL s I 4— �x a �N N N co '` �� DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO X _ m O 2 \\\ yti �� `Q \� \ �; �' F- N> II I o0o EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE 4 `� R M� R/W R/W R/W R/W R/W R/W rn `" D �" CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR co Q I DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS ---- - 2 + a �� PRIOR TO DIGGING. --- ----- ------- I C6 \\ ¢ - 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 20+00 �, 8"SS 8"SS 21+003"SS — 8"SSC-D 8" S \ 8"SS 8 S m I C 25 _ 'IF 22+00 8 SS 23+00 b SS 8"SS �6 6. 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 3 I I — — — I\\ I MTR 3kg4�i EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL �, Sip•2 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 2526 I STA: 14+21.33= N. Keklik Avenue 2525 I ��, "W STA: 20+62.74 81W M 8"W 8" 8"W „ 7� C=' 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 4 - ------ -------. - ----------_ --------_ ----_ ----------- \ 8 W 8"W I 8"W ` CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES ------ - --- - --------------- - --------- -- ----- ------------------ ` WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY R/W R/W alw R R o�w \\\\ / �°�� SLOPES. ION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM X / R/W R/W R/W aiw MA R/W R/W R/W aiw R R / M / r �/ Ll: EL T T C2.01 T ` N W O A- $' ■ - C C U_ o 0 0 �� 3 SAP 2� Roadway & Drainage Notes: corn oC' �rn U m ^ �—r d ® 30 — Lrnri co 6' 6' �6; M CD rn rn ti C � 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. NN LOo+ � + � + N + N+ N+ �T �N \ `\ N + N + c�Q ¢ N N N N N N N N Ln N c 'r'c"' 'C\Jr'ch C\Jyr 2. CONSTRUCT TYPE"H" PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH c% Cl m CIO M m m m m \ 13 TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED � � � ~`" c`) ~U) / ) \ INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. m ) ADHESIVE MATS ARE NOT ALLOWED. o Ca o loop TIC \ ii i 3. CONSTRUCT TYPE"G" (MIDBLOCK) PEDESTRIAN RAMP PER ACHD SUP `rT9•'�S� I �! SD-712G WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE O ■'1 lop ��x 40r l■� FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE C�oi TB CONCRETE. ADHESIVE MATS ARE NOT ALLOWED. \ " � t STA:24+45.17, 01 CACOD ■ 4. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC O SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH Roadway Plan & ProfilemN. Keklik Avenue 0 20' 40' 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. — also REINSTALL ON OPPOSITE SIDE OF STREET. Q Horizontal Scale: 1" = 20' 5. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". y W oa 2532 2532 �■■� N. Keklik Avenue: Sta. 9+80 - 24 00 = o HORIZONTA SCALE: 1" 20' CD VERTICAL Ej CALE: 11, _ ' 2530 -o 0 2530 CD N cli C6 LU Q ' N � .0 z C3CD J rn G w 2528 N � 2528 = J cc w � � o C1) N co J CD W PROPOSED GRADE AT CEN IIERLINE Revisions 2526 PC: 23+26.95 3:1 MAX -0.40% EL: 2524.89 2526 1 SLOPE -0.58% ----------------- 2524 —— _ 2524 EXISTING ROUND AT CENTE LINE ——__ ___ 2522 --- — ____---____ 2522 2520 2520 L �i pNA ENG ��G\ST 1•,� 2518 HIGH ROUND WATER EL V 2518 109 1 — — — _ 1114 qTE OF \pP EXISTING GROUND ELEVATION PROPOSED G ADE ELEVATION 9SONDE14 AlCENTERLINE AT CENTERL NE — _ 11/03/2020 2516 2516 Project Na.: 119192 Date of Issuance: 11.03.2020 a O N V CO 00 O N V co 00 O CV V CO 00 O N O 00 co 00 co r N c0 c0 Lr) Cl? N O C'� CX) CO r C+') N O 6) 00 00 N O m 00 00 I` cc L.C) T C'(J N O O O Cp �� � C+D m C\JL6 C+D L6 C+D L6 C+D L6 C+D L6 m C\JL6 C+D L6 c\i C\JL6 C\i C\JL6 N C\i C\JL6 C\i C\JL6 C\i C\i v7 Project Milestone: AGENCY SUBMITTAL NC\J C\JC\J C\JC\J C\JC\J C\J C\J C\J C\JC\J C\J C\JC\J N C\J C\J C\J N LO N a N N N LO N N LO N N LO N N LO N N LO N N Ln N N Ln N N Ln N N LO N N LO N N LO N N LO N N LO N N LO N N LO N N LO N N Ln N N N N N N N Roadway Plan & Profile 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 N. Keklik Avenue i L E C3mO2 Sheet Notes: i�.� II �t 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =� � THE \ I I I I - I I I I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF CDJ OJ MJ ICJ OJ MJ rJ MJ �J 6)J LAND f o o r o 0 0 o 0 o r?o '�o o?o r o N o MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. Ln u? v Ln c�i • � v Lq L0 Lr) L� LO N �''2 � �CO �co �(0LL_ co N'6 N co N c6 N co NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. Nf N N N N N N Nr Nr NT II N Nr - GROUP ..� ..� .. .. .. .. .. .. L.L m o m o m o m o 2522 m o m o m o m o m o m C) `� m o 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN ~Lf) ~N -~N ~N ~N ~N ~N ~N ~N ~N co M M , M M M co= M M II ! APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO 8 ccoo 00 co Oo � _i 0 o CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES I + + + + + + 524 - + + + + \ r LO LO cm co-2 co ,� ,� ao_ DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT Q N N N N N N N N N N N c i �U c i �U) vim, U) 6 \U) U) \� ti CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL �`I)� �o� - � M1R �/W _ 1:R�-- R R/W R/W R/W MTR R/W R/W R R M1R R/W�� R/W M1 ji DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO MtA JW EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE + OR�� ----------------- -- N - - OR EXACT LOCATIONS A MINIMUM OF 48-HOURS ,.�:. .,.: NEC(OR 5 5) F 0 „W ;�'" N W ---------- g'W 8 _ a �r o�:"..... ... - ��&<W, �-�`"gW PRIOR TO DIGGING. 2524 3 W Spriggel Street sue, 25+00'- m 26+00 C5) 27+00 � a 28+00 3. COMPLY WITH ALL NOTES ON SHEET C1.00. �«� o -- - o. 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST _ n c STA: 26+22.04IJA 8"SS S " "S " 8"S, $ - S - 8"$S„ 5 "5 .., 8"SS EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 7 ' STA 40+00 r 3 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. ffff!'CC1\J a?- �� 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES OFF ��� W R/W R/W R/W R/W R/W C J,-R/W Z R/W W R/W WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY RI I� c 33 - 8 Q� 5 y o DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM s ---- ti 6 0 6 ��� :0000� �� o O co co SLOPES. 2 r R25% 2 ks `o � II U_ / / � C2.01 of 1 �°° -' �- PILl� PIRR LL IRR o 0 17 cO o cli M b - - _ - _ ��� 00 o o r L6, Roadway & Drainage Notes: N + \ N + N + p\R ``� b C3.06 r, 6) o Lri L'i co L6 O LC)Lr) / ��O' r� j S .5------ VLJ N + N + N + N + S / V '• N N N N LO t` / LC)I� LO I` L0 00 OFF"25.22'� C \ N R �� N ��Q / � N N __ � N N N N 11 N N 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. Q/ ` `'' m� m� p\R m� h h, Sr, j on �iQ cam¢ m cn �cn F-cn /� C �R�'cLcL ham_ '-40�5 T �F-U) Im-c~n �� ��� \ cn = / Q\RR h xo ,��'d \ L34 8C II 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH IQ�I m o TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED CID INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. �o o ADHESIVE MATS ARE NOT ALLOWED. mmi � ���Q. °' 10 'c�r,43 TBC 2S o- 3. CONSTRUCT TYPE"G" (MIDBLOCK) PEDESTRIAN RAMP PER ACHD SUP 650LR P `.2523cr_ m .� _ OFF 1gSgS2 SD-712G WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE O c l3q, 1 �r CD 5Z FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE 23 ZBr, R Z H Q i 2, Boa 5� TBC:2524.21 CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. I \-7 OFF 16 5�a4 \ .,cF 16 5�R cTA 40+94.19,OFF:14.50'L 4. NOT USED O 0 20' 40' 5. PERMEABLE PAVERS SEE SHEET C2.50 FOR DETAILS Roadway Plan & Prof ile-W. Spriggel Street = 6. 3-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-702R Horizontal Scale: 1" 20' Q 7. 8"W x 18"D RIBBON CURB EDGE RESTRAINT PER ACHD SUPP BMP-34 8. CONSTRUCT 4-FT TRANSITION FROM 3-IN VERTICAL CURB &GUTTER TO 3-IN REVERSE PAN VERTICAL CURB W !c Paver Notes: CZ = 1. V100 STORM 9,503 CF,VOLUME PROVIDED IS 9,744 CF. Q a 2528 00 2528 2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. W. Spriggle Steet: Sta. 24+00 - 27 co 0 = HORIZONTAL SCALE: 1" = 20' + N + 3. PICP SYSTEMS (PERMEABLE PAVERS) SHALL BE INSTALLED BY A CD VERTICAL SCALE: 1" = 2' N N N 6' CONTRACTOR THAT HAS AN INTERLOCKING CONCRETE PAVEMENT F_ m w � INSTITUTE (ICPI) CONCRETE PAVER INSTALLATION CERTIFICATE. 2526 m J 2526 DOCUMENTATION OF CERTIFIED INSTALLERS SHALL BE PROVIDED PRIOR O CD L.LI TO ISSUANCE OF THE RIGHT-OF-WAY PERMIT. � pC = PROPOSED GRADE AT CENTERLINE //� w Q PT: 24+64.08 �/� 0.82 Q EL: 2524.09 = z z o o.5s°i0 2524 0 2524 -0.40°� = w BOTTOM OF PAVER ROCK COD I ---------- --------------- --- L- -------- ---- ---------- ---- ---------- ---- 7___ STA: 27+60 2522 _--------- - __ EXIST114G GROUND AT CE14TERLINE EL: 2521.75 2522 Revisions 1. 6"TERRACE BOTTOM OF PAVER ROCK STA: 24+66.65 STA: 27+60 STA: 27+80 EL: 2521.25 BOTTOM OF PAVER ROCK EL: 2521.25 EL: 2521.75 2520 2520 2518 HIGH GROUND WATER ELEV - 2518 EL: 2518.23 HIGH GROUND WATER ELEV 2516 2516 jONAL G\ST 1� 109 1 2514 2514 s�gTe of \oP�o EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Jq NDES AT CENTERLINE AT CENTERLINE 11/03/2020 2512 2512 Project No.: 119192 co Ln Cl) Cl) LO I*_ M r- M O co M m LO N 00 r v Date of Issuance: 11.03.2020 M M O r N N Cl) LC) CD CD � r M ) O O Cl) N T O O W I- t` co co 00 O Cl) co 00 T O r c\i c\i c\i cyi c\i cyi c\i cyi c\i c,-i c\i c,.j c\i 'i c\i c,.j c\i c\i c\i c\i m m C0 C0 �; Project Milestone: AGENCY SUBMITTAL N NC\J NC\J N NC\J NC\J NC\J NC\J N NC\J NC\J NC\J NC\J NC\J NC\J NC\J NC\J Ncli cVcli N 3 LO Lf) Ln 11) Cq U') 11) LO LO LO U) U') Lf) U') Lf) U') Lf) LO LO Ln Lf) U') L!') Ln Lf) Ln Lf) Ln LO Ln Lf) U') Lf) LO Lf) LO Lf) LO L!') LO L!) a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 W. Spriggel Street E �Z d C3mO3 EMERGENCE ACCESS DRIVE SEE SHEET C2.03 FOR DETAILS Sheet Notes: = THE1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE 1rI / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND II �' MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. J �J C,flJ UJ CV J rJ �J 00J o i �, N o � � - w w rn - � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GROUP cv � o o To No �o � � U -U o U)U? ,riU? c4LO co cow i C2 M �- N� UCfl LO - LCo �� �� N CO c4 C", N °",� N ; "', N LL- N NLL- N 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN o II m o m m o m o �5`t� m o m o m o cis APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO cli ~ ~ ~ ~ ~ ~ ~ m CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES coo II oo .`,' � w w rn oM ti o_ Co- /� DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT N-- '� / COO G\PR -' rn m o + 2527 _-- �"-- LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE Cv N CO N N N N M M CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL N i CO 3 — CIO �� ,� / DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO R/W RANCl)MT 1VJ R/W R/W R/W /W MT W R/ R/W R/W MTR 0 00 /W R/W — — — — EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE r7 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR N + A N DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS 0 5 811W 8 W � 8 ' 8 W g W ~ Q`� �'� - PRIOR TO DIGGING. �� / C-D ` I 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 28+00 4 W. Spriggel Street 29+00 m 30+00 2�26 I a,`L4' - 2 CA) I— 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST - ry EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 3S X$"SS "SS 8"SS 8"SS 8"SS 8"SS \ S�P'3� — — — _ SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 5 2526- .. N 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. p1 STN.3p,53.17 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY R/W W R/W R/W /W R/W /W R/W R/W R/W N DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM o� cc d ` \ 4 SLOPES. Lq Co co 0 0 ��2526 0 \RR co 3.05 r r \ II U- �. o N C \RR c2.o1 U- o , Roadway & Drainage Notes: �O 0 0 /\\_\/o o d C r� Nr I—o mC:T \To MO��" G� + �`Q` \Lri C° cri o cri CO L6 o / c6� cow N o 5 23.5' N + N + � N + N +; N + N + M �N. , i 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. N N II N� �� N Lo LO C\J� N N C\J N N 23.5 00 // cJ 2. PERMEABLE PAVERS SEE SHEET C2.50 FOR DETAILS N co m� p\RR cL`ol x0�' C/) �Cn �cn �G � c co 2526.95 CID � CO i 1BC'. 3. 3-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-702R CJ STp.31+00.59,OFF'.16 50 L 4. 8"W x 18"D RIBBON CURB EDGE RESTRAINT PER ACHD SUPP BMP-34 Z CD CD _ �i _ _ — — — — \ 5. CONSTRUCT 4-FT TRANSITION FROM 3-IN VERTICAL CURB&GUTTER TO �1 / — N / ti52� N Q\ — — — -2526 \ 3-IN REVERSE PAN VERTICAL CURB II � � cc _ cs _ — _ � d tJ \ EG _ CA Z 0 20' 40' :21111 alm Roadway Plan & Prof ile W. Spriggel Street Horizontal Scale: 1" = 20, y W Paver Notes: _ 1. V100 STORM 9,503 CF,VOLUME PROVIDED IS 9,744 CF. Q a ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY 2532 W. Spriggel Street: Sta 27+80 - 313+60 2532 2. IS FULLY EXCAVATED. = o HORIZONTAL SCALE: 1 201 3. PICP SYSTEMS (PERMEABLE PAVERS) SHALL BE INSTALLED BY A CD VERTICAL SCALE. 1 = c_r r CONTRACTOR THAT HAS AN INTERLOCKING CONCRETE PAVEMENT ti � INSTITUTE (ICPI) CONCRETE PAVER INSTALLATION CERTIFICATE. 2530 CD o 2530 DOCUMENTATION OF CERTIFIED INSTALLERS SHALL BE PROVIDED PRIOR O oM �' ¢ N TO ISSUANCE OF THE RIGHT-OF-WAY PERMIT. pC Q QN � U y wo + NN o — 00 mJ CDw = y z QN CD W � Q Cn " Cn m J LO = z 0 2528 o w-----PROPOSED GRADE AT CENTERLINE PT: 30+53.17 2528 = o W PC: 30+17.82 CD EL:EL: 2526.59 COD 0.70% 0.40% 0.46% Revisions 2526 2526 1 0.82% --------------------------- 5 4 _�_ _ 524 EXISTING GROUND AT CENTERLINE I GRAVITY IRRIGATION STA: 28+01.25 18-IN PVC CROSSING 2522 EL: 2521.75 2522 BOTTOM OF PAVER ROCK 2520 2520 NAL G\ST EL: 2518.36 - - — — 109 1 2518 2518 HIGH GROUND WATER ELEV OF JgSO EXISTING GROUND ELEVATION PROPOSED G ADE ELEVATION N DEN AlCENTERLINE AT CENTERL NE 11/03/2020 2516 2516 Project No.: 119192 r v r— m o cnn v c'Y) N N Cn r` Date of Issuance: 11.03.2020 N Lf> r- to o W N Cl) O r N Lf'> CD I� 00 � 00 W C\J m L6 m L, m L6 Li v LO co 3- � co v co v co v co v v Project Milestone: AGENCY SUBMITTAL NC\J N NC\J NC\J CVC\J N C\J N cV cV NC\J NC\J N N NC\J N 3 a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 W. Spriggel Street E �Z d C3mO4 v N - Sheet Notes: ��_ � � I '' " T H E — W � ° N I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE � ���' J r J ('� ,I� - co J D N J J IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF O� ND �� �� BLAND coo N ti o ti'r' -' ti"' mod` LL "' ""' MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. t9 \ NCO L17 NCO O NCO N CO 3 N N Cp N • I C111N T N N T a N r ° 3 N r I ~_. N T .N T NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. -on C co CD GROUP C �i v i c�Lei c�i (L LU_ �c�u= m ~ ~ CD C r �� ~C �� ~C I w ~ i ~ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN Co. L" L" L" I �� o APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO o co oN + + + N 2527 CC I N N + CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES co M I M I'c co DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT CD�, , F I _ ¢ LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE I N � W — — (n C" C/O M/U I�UH M/ 3 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL MiR r /a ��M/!1 �� /H T M1R IVIIa co ,,,, !1 DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO + / EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE ---M --- --_ - ----- ------- ------- CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR M�8 DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS MiR - � _} „8 N M11B �' N Alameda Creek �� _ — — — -2528 / PRIOR TO DIGGING. a T8�252�2363 s I U 31+00��252T Avenue — — \ — O 4 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 6SS OFF i �'d. m — cr= -7 r,s SS8 SS8 `' / o - SS 8 SS.8 S 8 N SS8 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST + EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL co to I 1I N I I d r's� -- _ 3 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 2 2 = a 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. — — STA; PC STA:30+ � I '�� i � TBC; 30+10.18 OFF. 17.82 ev s> M/ld CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 2526.4g 16.5� ' s� 252 Q ° ` `L4' s� �, WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY LO "' DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM 7 co SLOPES. I� P I 1 �t �� C2.01 o 0 ST ,� I o J� ,� • 0 00, 00' �s s \ N — C �M, °� NOW I' o�I F r `'sr sso� I �6�5 I �' J�H 4 5, OFF: 14.50'R— `'� o� N+ + Roadway & Drainage Notes: �0 Ii X _ _TBC:2526.58——L�9 N; r I F �Sp, I c,' pF�' bb1d I N �� STA:45+55 m 7 m¢ 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. y II �� Llbld QSx� 9ti 84, OFF.• 14.50'R cn ct cn — — STA: aid — --P' S0'�O 50� TBO:25 / 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD 712H WITH 29+70 32 ► b`dld _ _ \ c,� `L ,�6• 26.55 / TBC:2526 29 OFF, 16 50'� STA:29 O ��G OFF' _ ___ / TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED I OFF. I i 80T8C; 16. R cc \ x5 ` % I INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. MIJ mow 12526.34 rt �p.p5�2616 O , 2S2 j\ o, ADHESIVE MATS ARE NOT ALLOWED. CC - 3. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC co y a Y 1 \s CC �� i — — SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH O �1 406 � \ _ — 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. rr °° gC:21.50'R _ �� — d - ' \ Q STA:45+15.84, 526.69 oyo \ — — — — �' o REINSTALL ON OPPOSITE SIDE OF STREET. CA cr co . - - — 2526- �— 1 \ �� I I T 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL O STA:45+16.01,OFF:16.50'L � HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE 0 20' 40' RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES, Roadway Plan & ProfflemN. Alameda Creek Avenue "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". Horizontal Scale: 1" = 20' C CA � W CZ = oa 2532 2532 N. Alameda Creek Avenue: Sta. 30+60 - 33+00 _ HORIZONTAL SCALE: 1" = 20' N T CD VERTICAL SCALE: 1" = 2' CO W N CD2530 CD w 2530 y■■r y LQ wo EXISTING GROUND AT CENTERLINE - c" Q z z o 2528 — ——— —— _— 2528 = LO E o w 0.40% / / PROPOSED GRADE AT CENTERLINE Revisions 2526 / / 252610, 1 loe loe 2524 2524 2522 2522 HIGH GROUNDWATER ELEV :�,_ 2520 2520 jONAL Ly,N� G\ST 1 109 1 2518 2518 s�gTe \oP�o EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION JgSO of N DES AT CENTERLINE AT CENTERLINE 1 1/03/2020 2516 2516 Project No.: 119192 Date of Issuance: 11.03.2020 M ~ a 00 O7 M CD r F, 07 N M Cl) N r L[") O LO M CO O) t` � 6 Lri � Co „ r— r` 00 00 co 00 0o r Project Milestone: AGENCY SUBMITTAL 3 LO LO LO L, LO L, LO LO Ln L, Ln 11 Lo L, Lo L, LO L, LO L, LO L, 9 a N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile M 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 N. Alameda Creek =E Avenue F E z �Zd C3mO5 � �STA:43+03.67/OFF: 16.50'R - - � Sheet Notes: `� '�= 0 TBC: 2525.75 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE rj ����� THE �� i IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . rr� N aft � � STA:26+ � I = y � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • STA: I I I - - GROUP `` Tg . 248p 3 ' 1 l l 2� 00 s Q ` 2 OFF 6 50'( / a� T�FF r6 5 pR T�Tq•�2 C .07 Q E 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN S 11 C.25 82 C SAS �O ME APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO s C pg 6 50R 4 Sow C `� CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES +75 44 1 4 61 I T o o T o S r6 DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT o � � � , Lq .,. OFF'. LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE / STA.26 TBC.252 I o N N N'r? `�,2 3TA:42+62.05 '� 1, �, r r ,�,_� CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL / 3 \ C-3,L C-D,L `� _ _ _ _ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO LL LL �, A STA:42+63.67, OFF: 16.50'R o m o m o °C \ TBC:2525.59 - - o� EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE \ 2 \ \ O p .; - I CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR N / �O 'oe _-�+ L o° DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS STq:26+4p N 4,"' 1'` + + / / PRIOR TO DIGGING. TgC.2524.3332' OFF 1650' l ��r `1 Q' 3. COMPLY WITH ALL NOTES ON SHEET C1.00. / MrR -� 7 /U M/H MTF mid STA:42+46.94, OFF:20.14'R M„ d' I TBC:2525.50 / ac 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST ___ 15 1 o EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. N 6 M 8 N■ 2525 °Bold Stripe _ _ _ _ _ 5 ��8 / 40+00 S � 4 �e _ _ _ 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00/°. S„8 41+00 0 42+00 ��, I ` 2526 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES - `� -- \� ; °C -m Avenue - ��. \� � cc WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY STq: / STA: 26+22.04= / `r SS��8 -M SS�8 S „g I ` °C DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM \ N c� 26+ �, TBC:25 p 32 pFF, / STA: 40+00 PC STA:41+91.44 24.pp 165p� 5M 7 '. SLOPES. R ww'' -- - - ------ - --- �.i -- r o'N �f co *b W s� , ,.. -� I Roadway & DrainageNote s: �O M/ aiw M/H Iaiw �I �/ - - - cc - - - ` x o 0 0 °C M/Hxj - 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. y y �d Q� N Ln u' o� 2525 0_ f. 9 - - 1 cP� cc ,9� Lo N - �\ U_ o � �� ,� A IxI 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH o cr o o Ci2,01 0 C? oc f TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED \ l 2SX89, ��' j �s��`so. o N 2524�N r o �`s�s�j I INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. \'STAi �o. 9 o .O 5 � 3, I s -co N + N A ADHESIVE MAT ARE NOT WED. Tg 6p C3 OFF I `Sp �n O N LO 6' s z� II S S 0 0 C.2523.9732 OFF• 16.5p, T8C 766 , v� �' 'N o+ N + + I 2S O,q s N� vQ N� N� N� �' cD i I v I I 3. CONSTRUCT TYPE G (MIDBLOCK) PEDESTRIAN RAMP PER ACHD SUP / �2392 m� HCn F-v° C/) C/) m`n r \ I SD-712G WITH TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE O FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE a \ I oc CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. i CO a- CA 4. PERMEABLE PAVERS SEE SHEET C2.50 FOR DETAILS O 0 20' 40' 5. 3-IN REVERSE PAN VERTICAL CURB PER ACHD SUP SD-702R Roadway Plan & Prof ile-NI. Bold Stripe Avenue = 6. 8"W x 18"D RIBBON CURB EDGE RESTRAINT PER ACHD SUPP BMP-34 Horizontal Scale: 1" 20, Q 7. CONSTRUCT 4-FT TRANSITION FROM 3-IN VERTICAL CURB &GUTTER TO 3-IN REVERSE PAN VERTICAL CURB mime Paver Notes: W Cc 1. V100 STORM 9,503 CF,VOLUME PROVIDED IS 9,744 CF. Q a 2532 2532 2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY N. Bold Stripe Avenue: Sta. 40♦00 - 42+80 IS FULLY EXCAVATED. HORIZONTAL SCALE: 1 = 20' 3. PICP SYSTEMS (PERMEABLE PAVERS) SHALL BE INSTALLED BY A CD THAT HASVERTICAL SCALE: 1 = 21 NOSTITUTETOR(IC ) CONCRETE PAVER L INOCKING STALLATIONCONCRETE CERTPFICAME NT F_ DOCUMENTATION OF CERTIFIED INSTALLERS SHALL BE PROVIDED PRIOR O 2530 2530 TO ISSUANCE OF THE RIGHT-OF-WAY PERMIT. Q _ y wo co rn � c~fl U Q N � z 2528 � L m J 2528 o CwC p 0� C./) N �' LL CM3 � G + m -Li� + C7 W O Cb M M CN ") "' N PROPOSED GRADE AT CENTERLINE PC: 41+91.44 PT:42+62.05 Revisions " "' m � EL: 2525.25 EL: 2525.67 1 2526 CD w 0.40% 2526 0.59% 0.78% 2524 0.20°i° I _ -- -- ----- ---- ---- --- ---------- 2524 ----- ---- I EXISTING GROUND AT CENTERLINE 2522 I STA:40+94.19 2522 _J/'EL: 2521.25 PAVER 0 BOTTOM F ROCK -T 2520 HIGH GROUND WATER ELEV 2520 STA: 40+94.19 ��SZONAL �y,N� EL: 2518.15 0\ST .l•,� _ - - - - 109 1 2518 - _ - - 2518 s� 10 qTe OF Epp' EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION JqN DEN AT CENTERLINE AT CENTERLINE 11/03/2020 2516 2516 Project No.: 119192 Date of Issuance: 11.03.2020 a LC) N r` Cl) (m V O U') CO O N V r Lf7 V CO cor` O co CD N r co co U_" CP) r` O Cb r` O r` ti co O V O C!") CD T ti N N N CV M co co co co co co ri v Project Milestone: AGENCY SUBMITTAL N MC\J N MC\J NC\J NC\J N NC\J Ncli Ncli N 'n NC\J NC\J NC\J NC\J N L6 N L6 3 LC) LC) LC) LC) LC) LC) LC) LC) Lf7 Cf) LC) LC) LC) LC) LC) N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 N. Bold Stripe Avenue E �Z d - C3mO6 Sheet Notes: ..� �.►.— `�I �`?p `� PT STA:30+5 �� ��/�� N N I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE 1rI T H E IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC CITY OF co cc °o� o, MERIDIAN STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . L AND NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. • C U V _ - GROUP CM co_ �� �50 I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN _ I E G EG -� EG I I I G 2�2663 � ; APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO A TBC: 2524.86 oc -- - - 23.5 CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES -- m 47 R/W � ';TA-. . 41+.r,1.43, QFF: 1 R.5fl'I °C / °� �,�P• ? i DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT CL rn I LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL a -2525— 33 BC-BC DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO y - _ _ �2525, PIPE i o ; EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE k CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR / SHED \ IE��)121'2524.74' cc cw + crI m GIRR I GIRR I °C _ _ _ i DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS C�IR I GIRR -GIRR "' i - _ _ i PRIOR TO DIGGING. �T8cc 02 CD No �0 0 S'j C2S2 �R IIN L N / co co Lo cfl,r, ��'� II A 3y �Og o0 3. COMPLY WITH ALL NOTES ON SHEET C1.00. � Nr NT- EG � EG NT N� N� 2526 av 9 TBC: 2525.17 `�'o / h - - - - c� c'� -)� m ��L � s �? ' 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST STA:41+91.57, OFF: 16.50'L moo• / F-o PIRR m o m o ° ovo o m o o v. F _ _ _ rn 6,\ sc,6,xj SSOR � EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL + `� / `') o o 0 of •o - SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. `�' ° + + + +— - � Co w Co Co LO j, �� /925, i 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 0 6� // Gj ' CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES MTR N �N N �cn �� i l I WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY ��- R/W R/W R/W R/IN R/W MTR R/W / R/W -R/W MTR R/W i A TA DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ss ��h ------ --- --------- --------- -------- - ---- --- - ------------ - - 811W 8„W m U? 1= 2 - _ - -2524- - 2526 W. Achievement N 8 W 811W 811W � ■ - - PT STA: ��+62.05 ,�,_ / Roadway & Drainage Notes:43++0 0 44+00 �cu 0 46+00 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. 811S o 8"SS 8"SS g"SS / \ 8"SS M „ S I ,S ° ?��, /252a 13 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUP SD-712H WITH Cl* ' 2526 / M 43 TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED N / 2 _ I AND SET INTO THE CONCRETE -- ------ NUNN STA:31 ADHESIVE MATS ARE NOT ALLOWED. R/WR aiw /VII R/WR/W " d _--- i)n R/W R/W CIOR/W eiw R R/W R/W oc c ` °p T /O oc o O R 1 DI O f's /O II h l O 2 I I O L!7 L!") /O O CD gr � r L!') Lf•) d' O CD N 0 C 0 l w _ �� 0 I ti5 G 0 0 0 " '_ / o o / M CL O ca NCA b W I _ Co cflL's o N� C�� o N N N � N + N + N + N + N + 252s N + N + N + pop C� / LO N U')N .I �-L")M LO M Lf7 M LLL...LLLJJJ LO L[�d- 'O tl' N�1" C3 `�'� "'v c"v Nv N� �N� Nv I �r / mQ mQ a 05 ci¢ c�¢ 'c�¢ C�¢ ' N + / CO fS) mE— m� m� �c�n cn mF— m� �n�n �6 a f--V� H� H U:) N I srA:32+2 �■■7 I I I I EG `�' CID CD N E �+ SHOP N `��' E � � N �I r I � I N I I I I- 0 20' 40' Cc Roadway Plan & Prof ile W. Achievement Street W CZ C Horizontal Scale: 1" = 20' cc 2532 2532 � W. Achievement St: Sta. 42+80 - 46+20 _ HORIZONTAL SCALE: 1" = 20' o VERTICAL SCALE: 1" = 2' + � N 2530 — Q � 2530 �■■r co (!� N � � CAw C/) N C3 W Q 0 m c7 Q U w � z Q z o 2528 — 2528 = o w PROPOSED GRADE AT CENTERLINE 0.40% Revisions 2526 2526 1 EXISTING GROUND AT CENTERLINE 2524 -—— ——— ——— 2524 GRAVITY IRRIGATION 18-IN PVC CROSSING 2522 2522 HIGH GROUND WATER ELEV — 2520 _ - - - - - - - - - - 2520 — ��SZONAL LNG G\ST 1� 109 1 2518 2518 s�gTe of \oP�o EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION JgNDEN� AT CENTERLINE AT CENTERLINE 11/03/2020 2516 2516 Project No.: 119192 Date of Issuance: 11.03.2020 a V N OCO V CV O M CO V N O r— CO O O N Cl) LO ti r N 00 O ti ti W O � O CO O r � r O O O O N coM � Lf7 O r` r` M O N v v v v LO LO LO LO LO LO ,� ti � Project Milestone: AGENCY SUBMITTAL N C\J N C\J N C\J N C\J N OC\J N OC\J N OC\J N OC\J N O N OC\J N OC\J N OC\J N OC\J N OC\J N OC\J N OC\J N ~ a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Roadway Plan & Profile 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 45+40 45+60 45+80 46+00 46+20 W. Achievement Street i L E F E z �Zd C &07 \ ' i I , Il I ' '� I� _I i x Sheet Notes: N I IIII rn I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r/ � T HE Lam" I I I I I I I a' rn IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF N LO �, c`"i, N °T MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. W.- RAND II II I . N I N IN � = s NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. - GROUP I III N GIRR GIR.I. z zo 0 o N �' o `' 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN a w I GIRR IIII w I 00 00 - I - - - - - 00 LU ^ �„ APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO w w ^ CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES d3 I I \\ \\ X X X X _ X X X X X X X X X X X X X X X - X - X - X_ , �X - X X - _2528 X- X2529X - X - X=� w - z w DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT \ \\\ � / / i - - - _ _ _-_-_ 2526 - - -2527 - - - - - - _ - v - / I- - __- - - -2523- - - - - - - - -2525 - - - - -� / GIRR d o y LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE - - - - - - - - - - - 2524- - - - !1 19 --or g 93 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL _ -- 93 I- 3 - 3 J3-_ - 93 - - - _ _ -93 _ _ _-�J3 - _ - -9 - �3- __JOB - - 6) - d3 -d3 - - - �3 d? - d d3 - d3 _ _ �i- - - - d-3 d3 N d3 d= DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO -- -_- 3 d3 d3 _ _ - - - - -2528- - � w, Un EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE \ I , 2526 252� EG:2528.37 a X EG: 2530.34 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR M M --M M M- -M M EG: 2529.92 MJX 34+00- 34+26.94 EG: 2525.77 EG: 2525.91 M M EG: 2526.59 32+00 0 „ , i 33+00 73+ .� - DIG-LINE 342-1585 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS 30+00 � ,31+00- ' SOO 32 39 W 341.62� _ � _ - _ - I N - I ( ) o EG: 2529.21 0 PRIOR TO DIGGING. \ o EG: 2527.41 Co EG: 253O.24 0 � I 4 \ o o EG: 2530.35 r \ S .r SS T EG: 2528.27 �? S r SS EG: 2529.76 yEG: 2529.07 r 3. COMPLY WITH ALL NOTES ON SHEET C1.00. SS SS DS` EG: 2526.34 EG:2527.21 - - ---- _- =-- ------ ------------- �---- -----8 i -- - -dd3 ` d3 a `s�' 13 3 3 S� o d3 d3 d3 a' od3 d 2S d - - �� = ? o - c. S ,OFF:23.00R o 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST I / o EG:2525.72 o STA: 30+75.60, OFF: 23.00'R_ 3 26 11 �j o- - N`�3-N- - - 11 _s2�= N _- `J3 11 - mil- 6 3 - - 11 NJ3 93 11 9 - N N� _- �� oSTA: 30+52.70, OFF: 23.00 N 11 - N-TBC: 252y.92 ��- _ "' N z - - - N - - - _ - - TBC:253O.442S3o --- SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. FILL 12 EDITION OF THE ISPWC DIVISION 300 AND SD 301 BEDDING AND BACK TBC:2525.80 - - - - -- - - -II- - - - 22.68' - - - - - VMVW - - _ - M/f3 MAd X ' X d - - _ 2527 - _ 2528 - oo STA:33+00, OFF: 23.00'R - STA: 33+50, OFF: 23.00'R -_ - - 8 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. 2525 - - -2526 - _STA:32+00,OFF: 23.00'R- I - - - -_- i- _ 5 J - - - - STA:32+50 OFF: 23.0O'R M - ElEllg >3li19 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES 13 2526 TBC: 2527.41 11j TBC: 2529.27 GIRR TBC: 2529.96 I al9 WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY 10 - r ,,, T �2529=jj R wRR 12 10 TBC: 2528.47 12 �! `�""' / I GIRR �s z STA:31+36.60,OFF: 23.00'R o - - - "g0 - 13 -_ - 3 DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM _CL `'8 8 I 8 IL 2 TBC:2526.36 - - - �- - - -- _--- - `L w 7 �h - - ___- _- - - - --- - - - - - - -- - - - 25 C L1J - 3 I o � °� � z - a -- - - - - - 7� - - - -- - � ,- -^- - - - - - - n`b _ 7 - ti��� w 2528 30 2531 - j - M -CV- U') - - - -- - - -- - - - LU - - --- --- - �---- - - - 11:11- c�i N \ - --- - --- - - cc j - - - - � ' - - �� --°�-/ , - -- -- - - - I - �� / �_ I \ \ M m M M _ - - h � Roadway & Drainage Notes: �0 { b \ v / �/ - - - - - 10 - - - - - - - - - Ln \ 2 - � 00 � ''' N LL' L'li 9 cn - - M - -I- - - - - - - - N S28\ v � LO 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS. LI: I O / ri - - - - - - - - - I -L- \ U_ N N N U_ 1 6j LL. \ LL LPL - ll _ _ _ 00 o o /ll I / o/ o I �0 3 �o\ \ o N o - - - - o+ - 2. CONSTRUCT SHALLOW INLET PER ACHD SUP SD 715. // / / �, / / rr���1 CO LfJ O \ N + M �N\ \ C0� / I � �`O\ 0? N OMO. + N + \ ao r 0o )C0 NM - - - - - - NL!") ti / I "� / / + N N N LN N C2.01 N M z v, N`'' ,.,., --Q 3. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC +\��\ N + // 'r T \ w `-" w \ m N v c�i�c i SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH N M I / I��� N M I I / N¢ t9 N Q \ U M co oO a0 / /'/ < / 3 / N F Cn U) \\ cr,co \\ \ ccliw ccli w I 6 INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. Z MMI / �� U)� I l \ L) z col \ \ \ \zo 1 4. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER O In crcor \ \ - - Cs TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT N CL I REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE.ALL PAVEMENT MATCHES CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN O ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION 0 20' 40' OR TO USE THE FOLLOWING: - Roadway Plan Prof ile=McDermott Road PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 0.5 INCH (1/2") Horizontal Scale: 1" = 20' MIX, PG 64-28. FIVE INCHES (5")THICK, AS A MINIMUM WITH 4" OF Q 3/4" BASE AND 26" OF 6" MINUS PIT RUN. • USE WHICHEVER PAVEMENT SECTION IS GREATER.ASPHALT PAVEMENT REPAIR SHALL CONFORM TO ACHD POLICY AND ISPWC STANDARDS FOR STREET REPAIRS PER SD-303. 5. VALLEY GUTTER PER ACHD SUP SD-708. 6. 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701. W Cc 7. 5'CONCRETE SIDEWALK PER ACHD SUP SD-709. C 2536 McDermott Road: Sta. 30+00 - 34•�60 2536 g. CONSTRUCT 5-FT CURB TERMINUS PER ISPWC SD-707 a_ HORIZONTA SCALE: 1" = 20' 9. CONSTRUCT SIDEWALK WITH PORTLAND CEMENT CONCRETE PAVEMENT, 0 VERTICAL SCALE: 1" - 2' CLASS 4000A, 8"THICK a) o 10. CONSTRUCT BIORETENTION SWALE PER ACHD BMP-30 2534 2534 11. CONSTRUCT SHALLOW INLET PER ACHD SUP SD-715 CD p 12. CONSTRUCT CHECK DAM PER ACHD BMP-30 y p U 2532 2532 13. RETAIN AND PROTECT EXISTING DRAINAGE STRUCTURES 2i Q z o L-0 LU o w COD 2E 2530 __- -- 2530 Revisions 1. EXISTING GROUND AT CENTERLINE _ 2528 _ - 2528 2526 ___- - -- 2526 PROPOSED LIP OF GUTTER 2524 2524 5vo L C3 ENG ��G\ST 2522 2522 109 1 s/ o EXISTING GROU D ELEVATION PROPOSED ELEVATION 1 OF \pP� AlCENTERLINE AT LIP OF GUTTER 114 DEN 2520 If 12520 11/03/2020 LrJ o ao 0 0 00 v 00 00 o M o_ oo N N Ln o Ln o 00 N m M 00 o r` N v Project No.: 119192 6J L(J CO CO 00 O I` LO M co CO 0) N LO I� O LO C J LO �j Cq Cj C J Lf7 CO Lf7 C.0 Lf") C.O C0 I` CO � � 00 00 6 c0 C6 O� DD O Qj Cn O O O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N co N co M Cl) Date of Issuance: 11.03.2020 a CfJ CfJ CfJ LO LO Ln Ln LO LfJ LO LO Lf� Ln Lf� Ln Lf� LO Lo Ln Lf� LO L, LO L, LO L, LO L, LO L, LO Ln Ln Lf� LO Ln Ln Ln Lf") N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Project Milestone: AGENCY SUBMITTAL 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 Roadway Plan & Profile McDermott Road i L E C108 EP EP `, w N N n 41 ° 2 0 PAI Sheet Notes: Q � N o M T H E o w O 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� PAD: 2524.70 = o IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF CO + cc CJ MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAND �• / a Q I r Q / Q c, N �, � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GLEN _ - GROUP w N o 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN o APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO C0 J CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF co EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES "' -o o 2 00 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE N y G1 + PAI OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE R T O ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE R/W R/W R/W R/W i� C" i o) _�l APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT R/W R/W R/W R/W R/W R/ a + °C °o LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. — Q y — — — — — — — — — _ C f02 w_ 3. COMPLY WITH ALL NOTES ON SHEET C1.00. `.rr - r `v 00 --- -------------- ------------— �, 1 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EG EG 12„W EG EG 12„W EG EG 12„W � � a 8„W 8 W 8 W EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACK FILL . U) SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. SSMH 13 — — — — M W Achievement St o � 2 0. PAI 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 12+50� 13+00 T p ; O CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO J SSMH-02 8"SS 8"SS 8"SS SAN c° 8"SS 8"SSI 8"SS N 3 c"'o CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO - EG EG EG EG EG EG 4 119-LF OF 8-IN PVC AT 0.40% 14+00 + � � NOT MATCH PLANS. EXISTING -�- STRUCTURE N co 23-LF OF 8-IN PVC AT 0.40% �y < � �! LU -== -- ------- _— CD 7 14�1 C4.02 R /W R R /W R/W R/W R/W R/W a n 00 Keynotes: X vn SD SD D z 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 � O° 2 i PA[ W : � 9 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET C1.00 Sewer Plan & Prof flemSewer Line A 0 20' 40' 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3 Horizontal Scale: 1" = 20' Z 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8"PIPE O n 2528 2528 SEWER LINE A: Sta. 12+20 - 14+60 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' �! 2526 2526 PROPOSED GRADE AT CENTERLINE mime 2524 r ----- ------- -----� ------ ————— 2524 ---- W �vlc­r'NG GROUND AT CENTERLINE 12 IN PVC CROSSING � GRAVITY IRRIGATION Q 2522 WATER 2522 �..r y �8-IN PVC O 2520 2520 o O y LQ wfm cD z 2518 2518 = z v = CD ow Revisions 2516 2516 1 2514 2514 2512 2512 2510 2510 EXISTING O ZpNAL 23-LF OF 8-IN PVC AT 0.400 119-LF OF 8-IN PVC AT 0.40% 0 2508 s 2508 109 1 s o > �> > ,gTOF \0 U qo DESo - ao cn > > z �� 00 Oo U a- C z o � - 6� _ 11/03/2020 2506 1 z ao CCD - O° o T- 2506 Project No.: 119192 ZoM C'O a0r r` MO N2+C'JO Oto~ ter` - r N oorc o oo Q�n�LO � `" T Date of Issuance: 11.03.2020 a �W��MN N OC)N UUOo 117�Cj 2 rNN N H S ri°O 00 0� in CSC7+NN z z =o a Project Milestone: AGENCY SUBMITTAL (D QJ2 Q N r zzNCLn •• EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION CnOo� — — W Z�C\JU)N N .._ ��TN� (./) C./)Fr W W 0 a �zT`" �')r')Q�o AT CENTERLINE AT CENTERLINE Sewer Plan & Profile cn—Q z z o rZ XXW—W W 2504 w U�w w w o WW��— 2504 Sewer Line A � m �co co O 6� r 00 co00 W N M 00 N M N M N N N N N N rn co co L6 lf) Cf) LN Cf) LN Cf) LN Cf) LN X) LN Cf) LN Cf) IN Cf) N N N N N N N N N 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 CC01 ��o I I I Sheet Notes: a w I I O q, 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r_j � � T H E= y PAD: 2524.70 PAD: 2524.54 PAD: 2524.38 PAD: 2524.22 PAD: 2524.08 PAD: 2523.85 PAD: 2523.70 ��'�°' IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAN D �`�' MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . 0 1 LL_o Q PAD: 2524.33 NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. � A GROUP I O I O O3 O3 3O I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN v I v I � I N I N I � APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO - + J `"co + J o J 0? "' m c CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE J ti CR /C4.O1 li I Q N o ¢ N CR N N�, N N 6; N �;n' N N r N � o - - PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF _ _ � `L w_ U_ Q " "' Q 'LL_� N a NLL_ Q �_ N "' u� EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES _ U) .. c eQoo/ I E VOva \�j o cn o w "' o w "' o w "' O 11' `U) o "' c~n o w' I z TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE co GG OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE i Cn \ MTR I " ,`Q,�'� ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE Cn \ MTR J ' I oo \ R MTR R/W R/W R/W R/W R/W R/W R/W R/W R/W ° 3O �4�p,\'� APPROPRIATE UTILITY COMPANIES OR DIG LINE (342 1585) FOR EXACT \ �x,�. LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. --- --- O 9 ------ ------ -------------------------------- - 0 O pro --- ---- --------------- w ��P� PAD: 2523.82 ------- I O 3. COMPLY WITH ALL NOTES ON SHEET C1.00. --------------------------------- 2rrni0+00 56 LF OF 8 IN PVC AT 0.60°/ 1 21+00 2 22+00 2 23+00 2 2 9� 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST "55 "SS 8"SS 8"SS 8" S 8"SS 8" S 341-LF OF 8-IN PVC AT 0.86% 8"SS g SS g SS c'X 2 EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACKFILL FSSMH_01 SSMH-02 - - - - - - - - - SSMH-04 r2 �o - SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 2 � MTR L(7 2 2 ■ 2 1 -6o \\ O N. Keklik Avenue PC STA:23+26.95 2 SEWER LINE Al O N J 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 8 W 8"W 8"W $" 8"W J 8"W 8„W STA:24+03.18,OFF:0.00, � ao CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO `" `" r CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO 8"W 8"W ,_LL �� 2 a � N -------- --------------------- ___________ _________ ___ \ c~i� o w NOT MATCH PLANS. -------------------- -------------------- --- 25-LF OF 8 IIN PVC AT 1.00% N ---------- PAD: \ O k R/W R/W alw R/W RN R alw R/W R/W R/W aiw R/W R/W R/W R/W aiw R/W R/W RA \ SSMH-05 M `o o co C4 C3\ ` Keynotes: i N M � �cy; � �� ��' I' i o o + `c' + M + o� c� OC o Ln co blry \\ � 3 - - 7J N CO LN[� N M N O 00 O O + 0 + 60i + ti + OC �? \ Cn L' I ¢ � N I ¢ N I N �, LO I �, M U I N o w I N CO o> N 80 rn M \\ �" 1. POTABLE WATER MAIN CROSSING SEE SEWER NOTE N0. 2 ON SHEET C1.00 C./) O w I N LLO W I ~ LLI Q U_ W LL_ CV Q N Q N I Q L:L N I M r 0 \ I* mow Cn O _ I cn O _ cn O w Cn '� w LL_ � LL N r \ O O O O O "' o - O 11 l o w I Q � N N N 2. POTABLE/NON-POTABLE SERVICE CROSSING SEE SEWER NOTE N0. 3 ON 3 O O O c~i� o w I ¢ U_ U') SHEET C1.00 3 ~ C) 2 / LL, 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN PAD: 2525.16 PAD: 2525.00 PAD: 2524.82 PAD: 2524.70 PAD: 2524,54 PAD: 2524.38 PAD: 2524,22 PAD: 2524.04 PAD: 2523.77 PA[ SD SW3 Z 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8" PIPE O ■1 Sewer Plan & Prof ile-Sewer Line Al 2°' 4 y Horizontal Scale: 1" = 20'4 ::m O 2528 2528 Q SEWER LINE All: : Sta. 19+80 24+40 HORIZONTAL SCALE: 1" := 20' C� VERTICAL SCALE: 1' - 2' PROPOSED GR DE AT CENTERLIN 2526 - 2526 y W !c CZ 2524 -- _-- 2524 Q Q WATER MAIN 1 n�8-IN PVC CROSSING O __ ___ I{� O WATER SERVICE EXISTING GROUND AT CENTERLINE WATER SERVICE _____ - F_ V 2 WATER SERVICE�-- � 2522 CROSSING O CROSSING O CROSSING--"'-I ---- ___ - ---- _ 2522 � - O CD C Q y wo o _ 2520 2 2520 = 2i Q WATER SERVICE � ' z � CROSSING � cc: w 2518 2518 Revisions 1. 2516 2516 2514 2514 2512 25-LF OF 8-IN PVC AT 1.00% 248-LF OF 8- IN PVC AT 0.81% 2512 s sZpNAL 341 LF OF 8 IN PVC AT 0.86% '? w cD � E L z LD o >aG\ST 2510 �im z z �� 2510 _ - �_ 109 1 _M M 00 dNNN r O 56 LF OF 8-IN PVC AT 0.60% o z�c, a��?6'T o=+N� N r qT P� O � U U v Ln J 0 F p z d d a Z =+Nr N r =�NNN H 2 LADEN o > COLOLO z z Z =ZNNN H= c�nooH�z w qs0 m a_ C/) � �oo �_a z O cn�cnoCw w 2508LUc��c.o T (n'NFw 0 2508 11/03/2020 SQ C N=+NO O N r _ N - o m o In L0 Project Na.: 119192 oC o � = NNN N � = Date of Issuance: 11.03.2020 aor`o"' �z¢ z z ~ EXISTING GROU D ELEVATION PROPOSED G ADE ELEVATION oa �=+LAN r � j Frw w w o AlCENTERLINE AT CENTERL NE Project Milestone: AGENCY SUBMITTAL �NNH= Sewer Plan & Profile 2506 C cn�o w 2506 Sewer Line Al CO co I� M V 00 co I� O M Lf) I� O co N co O L17 00 co CO N 00 CO Ln co N O O� 00 CO M N O O� CO f� CO I� I` O M co ti CD CO LS7 � co M N O O� O 00 I� LfJ � M N N co M co M M M M M N N T N N N N N ` N N O N N N N U-; N L6 N L6 N L6 N � N LfJ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N t E Lf-) K') LP) LO LO LO LO LC) C"i Ln U-) Lf) U') Ln U') Ln U-) LC) Ln Ln Ln LO LO LO LO LC) LO Ln LO Ln LO Ln Ln Ln Ln LO Ln LC) Ln LC) LC) LC) LO N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N E z V -- 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 C4m02 iq ��o Sheet Notes: \ \ PAD: 2523.29 i PAD: 2523.12 I PAD: 2522,89 I PAD: 2522.85 I PAD: 2523,18 I PAD: 2523.42 I PAD:2523.66 I PAD: 2523.90 I PAD: 2524.13 I PAD: 2524.37 I �� % T H E 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� \ I I I I I I I I I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF . L AND O3 O O O O OO O O O II MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. PAD: 2523.42 ; � "t � � OR � OR C co M c � M � � I� GROUP + � '� + J + J Lq + + J Co + J OR + J r + J + J Cq + J �d 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN CC\J `" COC'J N O° N °° "' °° `� o � co o °° `D a' �' � a' a' r- a' rn CO arrryyy' APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO \ 3 \ . Lo I � � I N � � I N � � I N � �, I NMI I C\JC) I NMI I NM '�y LL_L N Q � N ¢ L N Q L N a LL_L N a � N ¢ U N a � N a � CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE W CD' \ o f \ w I W I w I w I w I N w I w I w I `n w I `n o I PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF + 6' II EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES '523. N N � TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE H= w /W o MT /1N R/W R/W R/W MTR R/W R/W R/W R/W o Mm R/W R/W R R MTR IR/W R 11 MTR OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE MtA IW o+ ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT �l. 1 x� _ --------------------- �'• ,,-' '' � "� �"" �� LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. 811W , 1- �; i' S 0 ❑ 1 ro IL 2 2 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 2 2 � 2 1 _ =• SSMH-06`"' "" _ 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST S H-05 26+00 >> - 27+00 .<:�; `` 28+00 ;, = EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 25+00 8"SS 18"SS ".VS 1 8 SS SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 8 SS SS B��S 2 � o 248-LF OF 8-IN PVC AT 0.81% �+ ...._ ,,; .. 90o O° , W. Spl'�gge� Street 377-LF OF 8-IN PVC AT 0.87°� °' s 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, - ti\ --- CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO p0 10/ �7/ ® CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO � � 777 � � 7 x o R/W R/W R/W R/W R/W ,_- — — 'W R/W R/W R/W R/W NOT MATCH PLANS. �L o `SEWER LINE Al AT 1.00% RIW c? s �STA: 24+03.18, OFF. .00' C4.06 Q II >� II SS 04 \ / ��� _ _ z PIRR - - - PIRR PIRR PIRR 2 \ \RR PIRR— — R J N - Keynotes: "' T 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE N0. 2 ON SHEET C1.00 o w \ p�RR II� Q o (pp a 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON PAD: 2523.77 P \RR 3 II SHEET C1.00 CMID d p II 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIANmmi 2 i \ c + J r PAD: 2523.58 SO SW3 Z c PAD: 2523.77 �,, o SSMH 10 m �� �, ¢ � N ZT 0 � OW I 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8"PIPE O n • y Sewer Plan & Profile-Sewer Line Al Z a 0 20' 40' y Horizontal Scale: 1" = 20' — O — 2526 2526_ Q SEWER LINE Al: Sta. 24+20 28+20 HORIZONTAL SCALE: 1" = 20' PROPOSED GRADE AT CENTERLINE VERTICAL SCALE: 1" = 2' 2524 2524 y EXISTING GROUND AT CENTERLINE ———— ——— U ——— ———— ——————— 2522 _____ _ ____ _____ 2522 Q Q 1 0 WATER MAIN WATER MAIN Q CD CROSSING CROSSING 2520 O 2520 O o0 yfm � Q wo U 2518 2518 ►� z Q o _ Lr) LU o w COD 2516 2516 Revisions 377-LF OF 84N PVC AT 0.87% 1 O 2514 2514 248-LF OF 8-IN PVC AT 0.81% 0 L? M U U d d Z 2512 � C� C 2512 C- I` N WppM M�pp NCO�j� G.O L? W U SZNNN N H o -Qz z o a U U Z WoCW W W Wp 2510 0- 2510 �� CT � WNNCN N O CD +N� N T �+SZONAL Ly,N = NNN 2 J L F__ G\ST W C l� 2508 2508 109 1 9T£OF \0�o JqN DEN 2506 2506 11/03/2020 Project No.: 119192 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 11.03.2020 AT CENTERLINE AT CENTERLINE Project Milestone: AGENCY SUBMITTAL a Sewer Plan & Profile 2504 2504 N ~ N N p N M N M M r` r` co co (` M ~ O pN coLC') CD CO 00 p N CD_ _ _ Sewer Line Al N T N N N N N N N N N N N N N coM M co CON M N M N M N M N M N M N M N � N l!7 L E N N N N N J LO LO LO N N N N N N N N N J LO LO LON N N N N LO N N N Ln N U') N U') N N U') N LO N LO N LO N LO N U') N U') N N U') N U') N LO N LO N LO N LO N LO N U') N U') N N N N N N N N N N N N N N N N N N �zd 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 C4mO3 1 11 1 1 �� I I I I I I I Sheet Notes: �, ��_= 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� ��� T H E PAD: 2524.37 I � PAD: 2524.60 � � PAD: 2525.10 � PAD: 2525.28 � PAD: 2526.13 � PAD: 2525.66 � PAD: 2526.10 � PAD: 2526.60 � �� IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . O N O w w O3 O O3 ( NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. �� GROUP 00 II 00 OO 00 Cl? N O O � Lri � Ln o 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN + J °° + J T + J CP + J °° + J M + J T APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO O° CO o o o T o � r `" �' CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE N MJ N co N N co N N M N M M N M A N ! N a LL Q '1 N a a Q N d N Q N a N PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF � U_ Hw w w P_ U_ H � Hw � � "' "' w "' "' "' "' "' CD "' "' CD EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES u co aa TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE R/W RAJ MTR /W R/W R/W R/W R/W /W MTR W R W R W R/W MTR ao W _ _ _ _ I_ OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE / / / ti / R/W _ ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT T A LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. --------- ---------------- -- ---------------- _ n' 8"W — 8"W 8"W 74-LF 4-IN SS 3. COMPLY WITH ALL NOTES ON SHEET C1.00. 8"W 8"W CD 2 2 105-LF 4-IN SS 5 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST SSMH-07 \ EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 28+00 29+00 30+00 2 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. SS "SS 8"SS .8"SS 8"4SS 8"SSI 377-LF OF 8-IN PVC AT 0.87% A 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, W. Spriggel Street 154.3- SSMH-08 CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO --------- ---—--- 17 C 1 IT CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO 27-LF OF 8-IN PVC AT 0.82% j�, p1 STA'.30+53. �N NOT MATCH PLANS. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W �� co m + J SEWER LINE Al o o PAD:2525.91 P\RR �STA: 30+62.12, OFF: 0.00' C .05 � w SEWER LINE Al 2 - cn o - d STA: 30+67.12, OFF: 0.00, o� � Keynotes: # P\RR o- + P\ R ki Cn M I� 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 E0 o- / / co — 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON I � /i SHEET C1.00 RR + wW+ I / P\d \d \ \ I V II p\RR CcCC 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN\ \ = rn SD SW3 / i v o \ _ 00 Cc Q + o PAD: 2526.09 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8"PIPE �? LLo \ I Q 60 1 ¢ N w 5. INSTALL CLEAN OUT PER CITY OF MERIDIAN STD S1 y Sewer Plan & Profile-Sewer2i Line Al 2°' 4°' _ O Horizontal Scale: 1" = 20, 2532 2532 SEWER LINE Al: Sta. 28+20 - 31 +00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 2530 2530 y W oa 2528 2528 PROPOSED GRADE AT CENTERLINE Q O 2526 2526 o 0 EXISTING GROUND AT CENTERLINE C w Q 2524 ___— 2524 Cw CD 2522 2522 Revisions ��GRAVITY IRRIGATION 1 18-IN PVC CROSSING 2520 2520 27-LF OF 8-IN PVC AT 0.82% 244-LF OF 8-IN PVC AT 0.89% 2518 2518 377-LF OF 8-IN PVC AT 0.87% o z u7 o w� c' Ln M V � j "'2516 z 2516 � z z 00 z "'N Oo a? NAL �r cn� oo a�~� ti CJs10 �N 0_vvti �°° o�o�� N Oo �t� G\ST G'l� f`=+Nr N OO = MNN H 2 o Lr) z .. .. C� S�ONN ~= Cn00¢__ W 2514 �z= z o a- N���w w� 2514 Cn00�_ w 109 1 N�o,�wwo 9T£OF \0�o JqN DE1.1� 2512 2512 11/03/2020 Project No.: 119192 Date of Issuance: 11.03.2020 3 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: AGENCY SUBMITTAL N a AT CENTERLINE AT CENTERLINE Sewer Plan & Profile 2510 2510 Sewer Line Al c0 N m Lf) L!0 L!0 T N N Lf� N O N O co N Lf° co co U-) ti M M V m V O V V N U? M CO r` OR OR co ' E M Lfj co L6 co L6 co L6 L!7 L6 L6 CD CD CD CD CD CD CD CD N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N r'E z L17 L17 L17 Lf� Lf7 L17 LC� LC� LC� LC� L17 LC� LC� LC� LC) Lf") Lf") Lf") Lf") Ln Lf") Lf") L17 L17 L17 L17 Ln L17 L17 L17 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N �zd - 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 C4mO4 Sheet Notes: _ I PAD: 2525.91 PAD: 2526.09 PAD: 2526.25 PAD: 2526.43 PAD: 2526.63 T HE 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE / OO O O O IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND 3 0-) CY) MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . N � � CX� LC') I NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. M I � I L� L\J Q0 - GROUP U I N I U CC CC CD o r o r a,r N a,N M o, N a 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN PAD: 2526.10 I `' LO "' "' "' "' "' °9 C\J APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO I Q Li: N Q L:L N Q L:L N Q L:L N Q w Ly O IE:2521.5 mow .. � w � w � w � " .. C/ I °„ o w U) o w °n o w °n o w °now I N CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE r PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF J EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES � X TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE — _ /d MTR r M M/LI M/a M/ `,TR /4� M/LI M/Ij M1R M/!i M/EI M/ OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE 4 ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE Ln i o � Q X i APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT + J r mTR z 2 C/) M8 me M,�8 Mil8 LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. O Ln T CL X "' -3- CLO- a 2 3. COMPLY WITH ALL NOTES ON SHEET C1.00. � d- 2 2 c[ PAD: 2525.66 U) C C' cc N CD _ _ o �-' � ^ SSMH-08 SSMH-09 cc i 31+00 32+00 33+00 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST SS„R SS"- 8 SS 8 c- EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL N. Alameda Creek Avenue C\1 SS��8 S$��8 SS��81 i 244-LF OF 8-IN PVC AT 0.89% T SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. �� N2� 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, PC STA:30+ a CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO 17"82 M/Il M/d M/Ij M/a M/U CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO -LF 0 -IN PVC AT 0.82%� ooe CR NOT MATCH PLANS. N �d , SEWER LINE Al d� ELM + J M i SSMH-07 i SE STA: 30+67.12, OFF: 0.00' C4.07 � OM Co N STA:30+oz.I z, utt: u.uu- - PAD: 2526.13 < � N i I �1LIId _7� cn o w i � I U181d a»►d _ — - Keynotes: — 'dbld d coo A CC 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 90 i lt4lld —� ai11d — �- CC SSMH-13 1 I 80 LlLlld 1 _ COf+ 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON _ — + J C'? 00 I -10 CO SHEET C1.00 N �� CO PAD: 2525.80 I O° i � N =w+ ��/"�� O 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN 0000 O 1 Cn� O w V CO M + J o o I a c SO SW3 Z Cn a, + rs PAD: 2525.80 Ln CC PAD: 2525.28 N M ,N 3 0 _ co - s n o "! 60 "' I o- cc: + cc: M 4. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING 8"PIPE O Sewer Plan & Prof ile-Sewer Line Al 20 40 CA — oHorizontal Scale: 1" = 20' 2534 1 2534 SEWER LINE Al: Sta. 30+60 - 33+40 v HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 1 y 2532 2532 W !c CD _ oa 2530 2530 � o Q 0 EXISTING GROUND AT CENTERLINE r 2528 __ ---� ------___--� � � _ 2528 0 0 y o0 i 2526 i PROPOSED GRADE AT CENTERLINE ' Q 2526 = z o CD '00, �� _ � w WATER MAIN 8-IN PVC CROSSING ORevisions 2524 2524 1. 2522 2522 2520 2520 244-LF OF 8-IN PVC AT 0.89% o z L? U C] U CL 2-1 17-LF OF 8-IN PVC AT 0.82% L °".J I U S2" cu 2518 _ LUrCDo C (�SZ�NAL t�IV �j =+N N t` V o z �mN� _ G\ST o L> �zQ =o a Cn U 0- Cn00H—w w 2516 C) z = `��`�� 109 1 _ Z 2516 N w��o�b0 J9TE0F \�P Oo Z�; " o o0=+Nr N co NDES =�cNN ~= 11/03/2020 �zQz =o a En0o�— w 2514 °n�°n°cw w= 2514 Project No.: 119192 Date of Issuance: 11.03.2020 3 Project Milestone: AGENCY SUBMITTAL 3 EXISTING GROUND ELEVATION i r PROPOSED GRADE ELEVATION AT CENTERLINE AT CENTERLINE Sewer Plan & Profile 2512 2512 Sewer Line Al L E Lf> O N O O 00 co co coT co LO coN C4 N O O LC> ti tl0 00 M CDT N N M T "1: LC> co E z -:1- -:1- -:1- LO co P_ ti CO 00 00 CO 00 I� N O N O N O N O N O N ~ N ~ N N N N N ~ N ~ N N N N N N N N N N N N N Lf") Lf") Lf") Lf) LO LC') Ln LC� LC� Ln LC') LC') za N Lf� N Lf� N Lf� N Lf� N Lf') N LO N LO N Lf') N Lf') N Lf') N LO N Lf) N LO N N N N N N N N N N N N N 4mO5 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 U F-:: � " / / I I I I W w � ' a oC cn O - M W o _ - - -- - _ _ _ _ Sheet Notes: �� �,�_„ z _ � - THE \ r CO � O° 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� ��� o IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF CD CDMERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. LAND mm i CL NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ci �� CO) �AD: 2524.80 o GROUP / LC, �o e, / PAD: 2523.58 PAD: 2523.86 PAD:2524.12 O I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN � �` s Q LR I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO + J T O O °C + °r Cl) CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PAD: 2523.66 co a' 6' 3 3 O 2 N a U_ N I o a Li N PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF U) o w m ~ " � EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES v w o rn £4.0� "' o - _- - - - - - TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE ' + _J rn + 60 rn I PT STA:42+62.05 ao OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE C ^ "' "' ¢ LL N ¢ W N I I - I ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE Q W N �i o w � o ui � wo , APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT / - - d SEWER LINE B / PAD: 2524.60 LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. STA:42+67.47, OFF: 0.00, '� 1 �,, g 00 3. COMPLY WITH ALL NOTES ON SHEET C1.00. CL N 40 M/ mre H /H M/H MTR M/H mm � SEWER LINE B � � o I 1 STA:42+62.47, OFF: 0.00' ( N o 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 1-00 PAD: 2523.42 CO o r/ �� + -� SSMH-11A N °o� � _ - - - -- --- - ------- --- --- ----- SEWER LINE B g`��� ; o w EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACK ILL F a w N / �' STA:42+57.47, OFF: 0.00' �� I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. O ciow M8 JMR /�� �GP � � �� 2 ,r N. Bold Stripe 2 �Q _ aSSMH-06 0,0° 6y.�F0� SS 8 165.7° 2 ° b� ,' - - - - - - 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, CHANNEL OSSINGS, &SEWER ELEVATIONS NVERTS R TO 8 SNP AT 41+00 ,s�� - - 36 �.0� CONSTRUCTION AND NOTIFY ENGINEER WHEN°ELEIVA IONS OR°INVERTS DO ° � �� °8z� Avenue -42+00 S.8 St;l8 ° NOT MATCH PLANS. 145-LF OF 8-IN PVC AT 1.06/° Q v SSMH-10 2 4 SSMH-11 3 F.. � S cc + __J PAD: 2523.18 ¢ N / a�w. M/a M/a M/i� M/ alW M/a M/a M lW /a M/a `� - - _ _ _ _ _ Keynotes: ; ow y ' T \ 2 1. POTABLE WATER MAIN CROSSING-SEE SEWER NOTE NO. 2 ON SHEET C1.00 �.; O o CL � N o co w N �, I 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON + in T cc c' Cr + cc Ln � co c� � U' "' I SHEET C1.00 \ o � rn + rn + + ccr. + o00 + oCN N N a G I N rLr) N r � 6) N p�C\J O N pj C3� N p L:LJ W � N I Q � N I Q U_ N I Q 6L: N I N " I L27 _ Q LL N a LL N O 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN \ - o �• ® I 3 W I N 3W Lwow I snow I `now I `now O SOSW3 g O + � I O � O 3 6,+n J , °C PAD: 2523.77 PAD: 2523.93 PAD: 2524.09 PAD:2524,25 PAD: 2524.37 PAD: 2524.77 PAD: 2525.16 PAD: 2525.68 I n - Sewer Plan & Profile-Sewer Line B 2°' 4°' c� 0 Horizontal Scale: 1" = 20' ' O 2530 2530 SEWER LINE B: Sta. 40+00 - 43+00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' y ►� 2528 2528 W !c oa 2526 PROPOSED GRADE AT CENTERLINE 2526 � o Q o 2524 ___----- - 2524 ~ 0 CD - --- WATER SERVICE CAw 0 CROSSING - EXISTING GROUND AT CENTERLINE z WATER SERVICE O ' Q 2522 CROSSING 2522 Z z o WATER SERVICE = o w CD WATER SERVICE CROSSING O WATER SERVICE CROSSING � CROSSING O OO Revisions 2520 2520 1 2518 2518 41-LF OF 8-IN PVC AT 0.83% 2516 145-LF OF 8-IN PVC AT 1.06% CD _�_ 2516 z Lc, W U o �z o � � U U D z 61-LF OF 8-IN PVC AT 0.82% o >CL z 00 O c� z cn Co L1 rn C LS 2514 �M � 00 2514 Z N r2+Uy) NCO _ a > r2+N11)N M zQNz = ZONAL O > W T��NN H S Gn 0OH� O W S v v j z cnoo��- O w cn�cnccw w p �� ��G\ST l� _ �_Q z a cn - cn'Tcnccw w o CD a z o, ao ti 109 1 p[cotiOR 2512 No co 00 r. o=+ M 2512 M M 00 Tm�NN o= Cc N m c�i�oo��Z o'IT- 9TE OF \OPT CNN N = Cn�Cn CCw w O JgSO =z N DEN -Qz z o 0 w ��w w w o 11/03/2020 2510 2510 Project No.: 119192 Date of Issuance: 11.03.2020 3 EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: AGENCY SUBMITTAL " a AT CENTERLINE AT CENTERLINE Sewer Plan & Profile 2508 2508 Sewer Line B L E ti Lf, co m r Lf, O co I- m O 04 r LO r ti Ln M co m I` m co O O N M M ' cc O r` C.fl 6) � O � O M O � � Lf, N N N N N co co M co co co co M E z N N M N M N � N � N CQ N � N N N � N N Lf') N LO N Lf') N LC) N L6 N N N N N N N N N N N N N N N N Lf, L(, Lf, L(, Lf, Lf, L(, LC, � LC, LO Lo � LC, � L(, � Lf, L(, Ln C\J Lf, d N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 C4mO6 cc: I I C Sheet Notes: 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =� 1/►� THE _ LAN D LL N I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF C ci o w PAD' 524.12 C� MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . •i Q� I PAD: 2525,32 I PAD: 2525.48 I PAD: 2525.66 I PAD: 2525.80 I L i NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. . GROUP �+ o it 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN I O O O O �- i APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO m r co Q� CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE o Q - � 00 f91.44 _ _ _ _ _ _ ~ '� " PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ■ PIRR PIRR + J o + J o + J N + J "? Q EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES "' v � N o N "' o N TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE d L L N I < LL Lei I d N I a N I Q 10 II ~ " L1J I ~ 'l Lq I ~ � ,�, ~ 2 i OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE o cn O - cn O _ cn O _ cn O w I ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE ■I G1 R I� , i APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. LO MTRR/W R/W R/W R/W MTR R/WR/W MTR R/W R/W R/W R/W MTR R/W R/W ` NI 3. COMPLY WITH ALL NOTES ON SHEET C1.00. NCM - � --------------------------------------------------------------------------------- - __________ ao :WER LINE B F: 0.00' a 8 W X' + 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST FA:42+57.47, OFF: 0.00' 8"W 8"W 8"W 8"W 8'W 8"W $"W g��W CL i r EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL F: 0.00�1 • --- M ° J� W. Achievement Street 2 2 II Cn SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. .SSMH.13 — 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 43+00 44+00 45+00 CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO 8"S 8"SS 8"SS 8"SS 8"SS "SS 8"$S 8"SS o 0 2 i CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO 305-LF OF 8-IN PVC AT 0.70% I + 2 2 o cli NOT MATCH PLANS. 7d --- -------- -- ----- r- Er R/W R aiw R/W R/W tuw R/W R/W R/V11 aiw R/W R/W R/W Az co co W N GI R LL I + J I I I I I I I II M M Keynotes: C9 I I I I "' "' CD LO N co N 1. POTABLE WATER MAIN CROSSING SEE SEWER NOTE NO. 2 ON SHEET C1.00 + _I + 0 I � I � I °� II rn oo N I r coM CC LO + � CO + CC O + � r + CC M N t` O M ti 0 co j� O M - O d I N N C N N N N � C\J~ N C\JN L!7 ti N L('J ti N 2 2. POTABLE/NON-POTABLE SERVICE CROSSING SEE SEWER NOTE N0. 3 ON QLO LLL_L N II Q N Q LL N Q L:LLL_ N Q L.L LO N Q U_ N Q L-- LO II I I co O w cn C D cn O w cn O w cn O w CHO W cn O w SHEET 1.00 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN O O _ I I I I I I I SD SW3 PAD: 2524.60 PAD: 2 � O°9 Z I cc _ 0 lllln Sewer Plan & Prof ile-Sewer Line B 20' 40' y � Horizontal Scale: 1" = 20' O 2532 2532 SEWER LIN B: Sta. 42 60 - 46+ 0 v HORIZONTA SCALE: 1" 20' VERTICALSCALE: 1" _ ' y 2530 2530 � W Cc CZ C oa 2528 2528 OW CD PROPOSED GRADE AT CENTERLINE 2526 _— __ __ ——— 2526 0 0 y wMill 2i U _— ———— EXISTING GROUND AT CENTERLINE ERVICE Q 2524 _ ---------- ---- -- WATERSL`J24 x � Lr) cc WATER SERVICE CD LU CROSSING WATER SERVICE GRAVITY IRRIGATION WATER SERVICE CROSSING 18-IN PVC CROSSING 2 2522 Revisions 2522 CROSSING 1. O O 2520 2520 305-LF OF 8-IN PVC AT 0.70% 2518 2518 a > U Z dM NO C cc" r LL 000 O d ti Ln T2+NN f� 2516 o 2-12� Q 2516 —Q O L a a z o cNncc~i��W a ��sZpNE1 EN � a z _ G\ST Co 1� N C� Lfj _ o 109 1 �� 2514 2514 �� Q +N ;N w cn:I-W E cn wOF w o 1114 D�� 11/03/2020 2512 2512 Project No.: 119192 Date of Issuance: 11.03.2020 3 Project Milestone: AGENCY SUBMITTAL EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Sewer Plan & Profile AT CENTERLINE AT CENTERLINE s 2510 2510 Sewer Line B t E O N LfJ I� LfJ co M r LCJ D7 O M Lf) M O r O D7 M ti M LO M co N D7 d T T LfJ T cc T I- M co M CDr N N coLCJ CO CO z N LfJ N LfJ N LfJ N LfJ N LfJ N Lf") N LfJ N LfJ N O N LO O N co O N O N O N O N O N co LO Lp LO co O N CO a N Lf) N L1) N LO N L1) N X) N X) N LO N X) N LO N Ln N Ln N Ln N X) N X) N X) N LO N N N N N N N LO N N NLn N Ln Ln NLn NLn N N LO _ N N N N N N N N N N N N N N N N N-- Cl4m07 if�o 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 45+40 45+60 45+80 46+00 City of Meridian Water Notes: -4 �� �,�_,,, 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR j F-&2 THE PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS � LAND REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. . 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY - GROUP SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN \X\ ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS F� (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL Jr-ftEW '►` '�• �aZ X�X SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE Q� \X\ IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE _� --,,_ FW_ amand X\X\ WASTEWATER RULES (IDAPA 58.01.16). / l RR ��\\� \\ \UHF .._ mane '\ X\X\ 4. PLACE WATER SERVICE LINES IN A TWO 2 INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE MCF W CROSSES A STORM WATER TREATMENT FACILITY(I.E. PAVERS). EW \! \X\ EW X\X 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL \ EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED,THE N / \y "W� FW CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. �S,� \ `CO- EW w I I 45°8-IN ELBOW X I w2 / / \ ���� �� � W EW W5 — W1 / / E\EW \\ X\X\X Sheet Notes: w \ / \ �\ W4 W2 W2FW� �F X\ 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, CHANNEL CROSSINGS, & L — — \� W2 / / EW\� �X SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR \ B' REMOVE EXISTING \ Fy EW INVERTS DO NOT MATCH PLANS. \ W2 eCk Z / l BLOW-OFF AND L �� �� � — — LF8 W2 / CONNECT TO EXISTING � \� \\ y „W�� \\ EW E �; 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE cics 8 S ' C900 49-LF 8-IN C900„� �yy' cn w jY—� 8-IN WATER MAIN EW CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 8„ L y / S��S� W2 \ WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY 8 SS 46, ¢ \y�"l�r� HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ° — CF �N y�V l \' W2 3. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS moi \ v� `p, "' I i \ 1-8"TEE (FLG) cn 45°8-IN ELBOW \ U W1 8"SS ,L�y W1 / 2-8"GATE VALVES (FLGxMJ) �' PIRR W3 _ \—� 21 r_ R„ W2 / l \ — — — — \ � v �F 09 / Keynotes: - I cEo- r 8S — " 00 — / cc ) W2 / a W1 POTABLE WATER MAIN CROSSING-SEE WATER NOTE NO. 2 ON THIS SHEET. 3-8"GATt�LG � LGxMJ) 8„SS / I v W2 — �- — — 11.25°ELBOW 1 \ 81,W ; W5 W2 POTABLE/NON-POTABLE WATER SERVICE CROSSING-SEE WATER NOTE NO. 3 ON THIS SHEET. 8"or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS FOR LOCATING Q SS \ W3 PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR LENGTHS. rq W2 I CO W2 cc y� I — — ° PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE APPURTENANCES. LOCATE — — — — — 1 IRR PIRF - 45 8-IN ELBOW \ i I W4 _ ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. ■ oo I 133 LF 8-IN C900 o� v, CD i VV2 I I LABEL/TAG EACH WATER METER SETTER WITH LOT AND BLOCK SERVED BY METER. METER SHALL w � W2 ao M'D 11 45'8-IN ELBOW W5 HAVE TRAFFIC RATED LIDS y z Y) _ _ oo W2 — — — oo W2 �� �oc c� cc °° _ W 1 °' 1-8"x6"x8"TEE(MJxFLGxMJ) " z o 1-8"x6"x8"TEE(MJxFLGxMJ) N T 1 6"GATE VALVE I I �� 00 — — — — 1-6"GATE VALVE co21-LF 8-IN C900 -� — _ I I w I W2 INSTALL 14.5 LF 6"WATER MAIN rn i W2 INSTALL 15.4 LF 6"WATER MAIN — a' 1-8"x6"x8"TEE(MJxFLGxMJ) I Q 1-6 FIRE HYDRANT W2 W2 _ - "FIRE HYDRANT — — i� `-" 6 I 1-6"GATE VALVE CID ao W2 45'8-IN ELBOW W1 ; i INSTALL 14.5 LF 6"WATER MAIN Legend. 1-6"FIRE HYDRANT O REMOVE EXISTING — —I a _ 811W. 364 LF 8-IN C900 8 W 8 W W3 12-LF 8-IN C900 8v 8"WATER MAIN (OR AS NOTED) w W1 BLOW OFF AND — W2 8"SS S 1-8 TEE (FLG) I CONNECT TO EXISTING I W2 8"SS i ° O / O® 2"BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13 �� -_ - - - 1-11.25 ELBOW EO W4 8-IN WATER MAIN a --- 0 3-8 GATE VALVES (FLGxMJ) O= n/w 1-8"TEE (FLG) W5 15-LF 8-IN C900 ; - • GATE VALVE �/� w Q W1 2-8 GATE VALVES (FLGxMJ) W2 z V/r O 0_ 134-LF 8-IN C900 - — — — — — W2 c6 FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8 U W2 a vJ I I cry � k� W3 W2 `P Q °O M I I �� 3/4"WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 = Q W Achievement St 8"SS — z Cr� , , r�l — — _ LO � w — o— cc I I 3/4 DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 O 00 4 — — — CL COD RM R/W — — W2 ■■■■■■■■■■■■■ WATER SERVICE SLEEVE EXISTING WATER MAIN Revisions P PIRR \ \ 12"GI R 1 " 12 1 X�- i �X= —���C X I IRE.; X X X 2'PIRR X_ O® EXISTING BLOW-OFF ASSEMBLY INSTALL BLOW-OFF VALVE PER CITY OF MERIDIAN DETAIL W13 INSTALL BLOW-OFF VALVE PER ® EXISTING GATE VALVE \ CITY OF MERIDIAN DETAIL W13 -(5 EXISTING FIRE HYDRANT s"SS SEWER MAIN (SIZE NOTED) PIRR- PRESSURE IRRIGATION (SIZE NOTED) jio L ��G\ST 1� 109 1 9T£�F \�P Jq N DE14 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL 3 By stamping and signing the improvement plans,the Registered Engineer ensures the Water Plan District that the plans conform to all District policies and standards. Variances or Potable Water Plan waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered =_ Potable Water Plan E 0 50' 100, Engineer of these responsibilities. �zd Horizontal Scale: 1" = 50' BY: DATE: ■O 1 ADA COUNTY HIGHWAY DISTRICT ��o Sheet Notes: Pressure Irrigation Notes: �� �,�_„ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS A ����� T H E LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF L AND EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY TWO-AND ONE-HALF(2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH . RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL . G R 0 U P EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CROSSINGS PRIOR TO BACKFILLING. 2. SEE SHEET C6.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN Keynotes: # ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER P1 POTABLE WATER MAIN CROSSING-SEE NOTE NO. 3 ON THIS SHEET. RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET. P2 DIAMETER OF THE PRESSURE IRRIGATION MAIN. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, OPROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF P3 APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION. SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ' P4 INSTALL PRESSURE IRRIGATION RISER. SEE SHEET C6.02 FOR DETAILS 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR,WITH THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE LOCATION OF SECONDARY WATER SOURCE METER. CONNECT AND THE TAPE BETWEEN SIX(6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) 4001� � / � �� P5 CONTINUE MAINLINE TO BACKFLOW DEVICE. INSTALL ZURN 375 � 1-1/2"\ REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 1/C6.02. CONTINUE INCHES ABOVE THE TOP OF THE PIPE. 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE SECONDARY SOURCE TO IRRIGATION MAINLINE. X E WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. INSTALL PUMP STATION PER SHEETS C6.03 AND C6.04. 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE VALVES AND Legend. BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. INSTALL PRESSURE IRRIGATION RISER. SEE SHEET C6.02 FOR DETAILS 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION EG BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. MIJ THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL Z ��G�F p,\NQr ¢ �� EG �� _EW �X • INSTALL 4-INCH GATE VALVE. SEE DETAIL 2/C6.02. QUALITY(DEO)AND THE CITY OF MERIDIAN WATER DEPARTMENT. \ - O INSTALL 11.25°ELBOW RR �� EG EG �� \\ _� ......... Ji INSTALL 22.5 ELBOW ,p EG \ X W X 8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS i W/THRUST BLOCK Y SSG EG W �a2 . X�X BF INSTALL ZURN 375 1 1-1/2"REDUCED PRESSURE BACKFLOW DEVICE AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS �,y D �X PER DETAIL 1/C6.02. y P4 / R \\,\\��\EG EW��E '��0� \X�X 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN INSTALL 90°ELBOW E _ _ W _ �X� (j X IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION INSTALL 22.50 ELBOW / TYP 5 \EG �G E fI�`1 ���� X�X SYSTEMS. W W W/THRUST BLOCK I l TVP R� ,\EG ,\\ G �ad� IIIIIIIIIIIIIIIIIIIIIIII� 5 EG 1 � x EG� co 85g\ �� X m ■ � l l / ,- �F4. EG F 4,1V \ X 0 EG E wln IN p/ EG W X I N � — — -D x co riveway A / L ��� EG W\ IIIIIIIIIIIIIIII� X I I x e ay / / / \X\X\ UJ � � cD 8'S P1 5 EG EW %-.X X w, --- 8„W EG EG \ \ EW EW X�X \� l 51 R� EG W �� ��X - \\ _i8„SS / / n'P �G T Z ._s., , p EG ■1■■r E W � w wl �, 8�� �, \ EG \ W, / / TYP W P4 l EG- L _1 / l \ EG\�E \ \�\\ �E F RR O 97-LF 4-IN PI P2 / ° G I - i co prig 8 / INS ALL�O €L$0 TYP - _ 52 � / �� 9 / V�/THRUSTBLOC - EG � ��� �� �� p c� cs INSTALL 4-IN TEE INSTALL 4-IN GATE VALVE F4-lN PI NSTAL(q ��I e O w wl °z !�, INGAT\ ' ' �_ eet / / �I �� EG �� I I O W/THRUST BLOCK ---- -_ ful-(F4 IN p/ ALVE 8„ Q �{- P1 Ss y o 0 E _I_ N INSTALL 90°ELBOW G - - - U _ EG I I I z INSTALL 11.25°ELBOW \ \����,, „S � \� �� � \ ��� Q w wl = W/THRUST BLOCK INSTALL 90°ELBO\ S ' Z 1 _ O a - W/THRUST BLOCK c I x w a o la I - - _ i IRR � pIR \�� � � \ � 5' Y 5' 166 LF 4-IN PI ` Driveway C I I x CD CDI .ri r - z z TYP TYP I - "' "' P4 ' P4 z I i , I I I Revisions J a J — CC TYP - Cx N °` TYP III I INSTALL 90°ELBOW I I x CL FINSTALL 41-IN TEE W/THRUST BLOCK �'O I ILL I INSTALL 1-4-IN GATE VA VES - �z W/THRUS BLOCK IN TALL 4-IN GAT VALVE - - � - i'1 INSTALL 90°ELBOW 49-LF 4-IN PI P5 a I I I I x W/THRUST CK B� P1 FP N x li �� m Q zr ------------ - w 8„W 8'W --- -811 --- z 4 i �- _ _ u VV ■ v16, INSTALL 4-IN GATE VALVE I --- ------ --- ----- ------------ ---- ----------- —" R/W P1 R/W i --- I x ---------------- NSTALL 4-IN G TE VALVE 00 P4 a z 811W I c �u _ - ------ I I -� Ocz— I I _ I I x � I TYPLu P2 W Achievement Stn �8SS x SiONAL � R/W ---- 10- P6 P4 Ian �' Q �' I I I I x ��5 �sT �I�� I � P1 INSTALL 4-IN GATE VALVE i P1 5' 5' RR 29-LF 4-IN PI I I TYP TYP TYP i � I IRR I I� I I 3 109 1 IRR � � I I 12"GIRR ❑ I I X P99-LF 4 IN PIS` 53-LF - ,X � pIRR I �� � pIRR PIRRI'GI R 1 12"GIRR 12"GIRR I �� p 4 IN PI 101 LF 4-IN PI X- -- I pl R _ RR 2'PIRR 2"PIRR 2"PIRR 2"PIRR I -1 Px i 321 LF 4 IN PI 141-LF 4-IN PI� 65-LF KIN PI X 101-LF 4-IN PI �--X -X_ X s ��-- -X_-�-X - I .4 DEN INSTALL 4-IN GATE VALVE P2 ALL 4-IN TEE � INSTALL 4-IN TEE 4"x2"x4"TEEE OF INSTALL 90°ELBOW INSTALL 4-IN GATE VALVE INSTALL 3-4-IN GATE VALVES INSTALL 2-4-IN GATE VALVES P2 INSTALL 4-IN GATE VALVE INSTALL 2-IN GATE VALVE W/THRUST BLOCK W/THRUST BLOCK W/THRUST BLOCK O W/THRUST BLOCK I I 1 1/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL By stamping and signing the improvement plans,the Registered Engineer ensures the Pressure Irrigation District that the plans conform to all District policies and standards. Variances or Pressure Irrigation Plan waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered E= Pressure Irrig ation Plan 0 50' 100' Engineer of these responsibilities. Horizontal Scale: 1" = 50' BY: DATE: ■O 1 ADA CDUNTY HIGHWAY DISTRICT ��o THEo.� .► NAMOA & MERIDIAN IRRIGATION DISTRICT _ _ - - l4A PA & MERIDIAR [IRRIGATION DISTRICT DISTRICT f 1 T BLAND NAMPA MERIDIAN IRRIGATION NAMI. /� ��c MI._..I�II_�IAN Il�R1GA� IUN DIS RIC . . -_. .. . . • • ••• _ � � I G R O U P O1 3'SDR 21'PVC RLSPR WEND 19-ABOVE GROUND . . l 12 3'x 4-x 6'CINDER BLOCK(OR EQt1N) I ' DOMESTIC WATER METER i i Q 4-x 3V SADDLE►aNBAUAI DOMESTIC WATER METER BOX COVER OBLITERATE f BOX COVER OBLITERATE O AIR RELEASE VALVE WORDS "WATER METER" 4 4 WAN LINE wtONu11 WORDS '%PATER METER' 1 1/$- 200 PSI RATED FORD No. x43 CAST IRON d 3i POLr PEE 200 PSI ILM Z FORD No. K43 CAST IW R EQUIVELENT I WITH 13 1/2" LOCKING LIDS 20" PVC I © s' i;'zaD PS!POLY ta'At10Yf GROUND t WITH 13 1/2" LOCKING LIDS \ \oF \ \ \ \ i GRAVEL SURFACE PAVED SURFACE Q 3.-eR� / \ COW.COUPLINGS \/�\1" B" i+tfNUS GRAVEL AC PAVEMENT, CUSS 0, fURNISHEb O Jr BW155 WRB STOP elQTV /� I \\\/\\\\ 2f MIN. UEPTI I hry1DAAP ECE LA 34. AS�REOUIUtRE D BY, 0 ROCK OaPS } 7 20' PVC / // / / . 1 1/2• CURB'STOP CON lRot wD•AGENCY. MIN. of 2 ® 3•raE noo. , s BALL VALVE SUCH N+ Tit E SrECII•ICADONS COMPAC MAILRIAL AS CALLED tFED NFI,T PAVEMENT CUt APPLY ® LOCATOR MAE 2 s � AS FORD 811=666SW 10 95% 1H ACCORDANCE YAIII CCS-1 EMULSIFIED ASPHALT S !\\� AsrM D se+�. aEP�I°clNo h�lv ENt ® 3'PVC PLUG Y / 9 p o c•1!�\\ _ -—ram——r�—� - ® MARKER SrEFl'T'POST -\} \ r �p�po ��•\/l �r— •�,�• I`- LONG SIDE stxvlcE 1``�`UNDISTURBED TO BOTTOM OF vgWE• Je- LIIN. WirIIIL! 7K� MIN 1 CU. YD. DRAIN ROCK 9' Mt1aU5 OILIVt! C011PAC EbMN 1 CU. YD. DRAIN ROCK a COUNTY S1110ET R.O.W., ,/2" � , FOR SUPPORT TM : t «MODIFIED, M BOTTOM OF VALVE I o o \/ �� :; f _ AS 45b IN ACCORDWCE WIIII FOR SUPPORT BRASS PIPE \//\ 000p o o Qv o Do o e o\/� }_I ASTM b 898 PIPE EODdJO AS CALLW TYPE A RISER o� I�i THs sPl:aFrcATroN� C D/� , E M711 o96x LONG SIDE SERVICE :ry-x AST Af D —NTS-- SINGLE FAMILY RESIDENT _� _—.��-._.T_, , --- - !r/ ��- nTT_ CAS 200. SDrt 21 �---_Jy/gML'A MERIDIAN IRRIGATION DISTRICT PIPE DRAIN VALVE i Max MAK . 1 AIR RELEASE I --NTS-- --NTS-- I 21Q/L 9IB.I CROSSING SCALE 1' 1' — 0" Z (SEE NOIES 1 TFIRU 4) °. y REDUCED PRESSURE BACKFLOW Q PREVENTER PER PLAN. GALV. UNION I I N I I I N NAVPAn I /� � A QQ,�, p ,� I /� TEE WITH 1"PLUG FOR \/ \\/ & MERIQ IAN IRRIGATION DISTRICT STRONG BOX ENCLOSURE. FOR 1"AND SMALLER R.P.V. \�\\� FINISH GRADE Q - ' ,o SPRINKLER BLOWOUT BY USE SBBC-30AL, LARGER THAN 1"R.P.V. USE SBBC-45AL. \\/ '- `- ------ ' - - � PROVIDE LOCKING KIT AIR COMPRESSOR. /\\ y AIR GAP � 10 ROUND VALVE BOXCU Q s'soR 21-PVC Rath oLnw 18-ABOVE cRauNo W p23•x 4•a 6'Cv1 2 J 4 5 X 6 10.51, \� MINIMUM � � N .ia"SADDLE T � 4"THICK CONCRETE \ FILTER FABRIC BARRIER �3 4- (OR EouALI 10"ROUND VALVE BID O+ 4-MAIN LINE 4 FINISH GRADE PAD, SIZE AS REQUIRED / \� FILTER 0 TO PROVIDE 6"OFFSET O — © 6- r 200 PSL POLY 1B-ABOVE GROUND `uY1 10"0 CLASS 200 PVC \\ ON OUTSIDE END BRICK PAVERS (1 OF 3) O 3:-BI7A55 cttRa sroP BRICK PAVERS 1 OF 3 \\i \/�/ ep ROCK CHIPS 1 ( AROUND ENTIRE / /\\ — \\�i\\i\\\ ^ \ \\�\\\ ENCLOSURE. \/ / 6"DEPTH 3/4"CRUSHED O9 3-FUAA E ADD, w iF ISOLATION VALVE. LEEMCO GATE \�\\\�� 8 DEPTH \\�\\\ice % \ O 3 r. \ \\\�i \/\ AGGREGATE � ,, PEA GRAVEL ® 4 VALVE WITH GROSS TOP i \\ p 3•Pvc PLUG B LGT11 SS304X). SIZE TO MATCH �% \\j\ \ \�\� \ \\��\ ,, , s ( IRRIGATION MAINLINE SIZE. \\i\ \�\ \ \ i\� j\/\\\ \ 6"ADS, LENGTH AS REQUIRED E p ® SIEE'L T POST $ 78 g 10 \ �\\�\\�\�\�� \ /\/ / El LEEMCO SPIGOT x BELL Q LONG SIDE sERvtcE DOMESTIC WATER LINE \\r \�\� �\�\j\ GALV. ELBOW SOLVENT WELD BELL END PVC �X, \\ w PIPE TO SCH. 80 NIPPLE, CUT \/\ \\ SELF-RESTAINED, RESILIENT U CONNECTION \\\\/\�/ WEDGE GATE VALVE z \� DRAIN VALVE.VALVE SHALL BE OFFSET THREADS OFF GLUED END. / /\\ Q GALV. NIPPLE LENGTH AS REQUIRED. \\� �\ / / \ DUCTILE IRON TEE :01"MODIFIED" , . i FROM SERVICE LINE WITH GALV.TEE AND \ / / /\ z 0 T'I IIZOUGI-I LINE CONNECTION, TEE MATCH MAINLINE SIZE (TYP.) \\ \� s /\\\ \/ Ln cc TYPE A RISER 11-IROUGH LINE CONNECTION, CROSS USED AS TEE �� \/\ NIPPLE./ BUCKNER VBM BRASS ANGLE \ = oo w SHORT SIDE SERVICE CHANGE IN LINE SIZE WITI•I REDUCER VALVE WITH VERTICAL 2 NIPPLE. COD DIRECTION CI-IANGE, CROSS USED AS ELBOW �i\\ 2 CUBIC FEET OF PEA GRAVEL SINGLE FAMILY RESIDENT DIRECTION CFIANGE 90' ELBOW ----— ------• — _—___.__�N9M1�PA. M1=RIDIAN IRRIGATION DISTRICT `_ _ _ DIREC LION CHANGE, TEE USED. AS ELBOW PVC MAINLINE Revisions DIRECTION CI-IANGE NOTES: THROUGH LINE CONNECTION, WE.' 1. ALL FITTINGS&PIPING SHALL BE TAPE-WRAPPED SCH.40 GALVANIZED STEEL FROM THE NOTE: 1 VERTICAL DIRECTION CIIANGE, BEND ANCHOR, St-E NOTL Or-LOW POINT OF CONNECTION TO THE LAST ELBOW SHOWN BEYOND THE BACKFLOW DEVISE. 1. REFER TO JOINT RESTRAINT CHART FOR MORE VALVE ANCHOR, SEE NOTE BELOW 2. PROVIDE 3"CLEARANCE ON ALL SIDES OF BACKFLOW, UNION AND BLOW-OFF PLUG. INCREASE INFORMATION, DETAIL ENCLOSURE SIZE AS REQUIRED TO PROVIDE CLEARANCES. E: 11= THRUST, DUE TO I•IIGIA PRESSURE, ARC EXpLGt�d,. .ANONuR VALVES AS SHOWN IN DETAIL 111.0. At VERTICAL_ bMS. , ANCHOR REDUCED PRESSURE BACKFLOW ASSEMBLY MAINLINE ISOLATION VALVE fU RESIST OUTWARD TIlIRUS'1S. 1 SCALE: NTS 2 SCALE: NTS ��SZONAL ��G\ST l� 109 1 9T£OF \�P Jq N DE14 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL n a By stamping and signing the improvement plans,the Registered Engineer ensures the Pressure Irrigation District that the plans conform to all District policies and standards. Variances or Pressure Irrigation M waivers must be specifically and previously approved by the District in writing. E Acceptance of the improvement plans by the District does not relieve the Registered Details E_6 Engineer of these responsibilities. �zd BY: DATE: C6 mO2ADA COUNTY HIGHWAY DISTRICT DESIGN SPECIFICATIONS �� �,•_- 49 47 pm Design Flow Rate: 90- GPM @ 90- PSI LAND Incoming Power: 480- Volt / 3- Phase • 14 IF 2 6 5 - GROUP AB Model # Precision Pumping Systems 208-323-5300 WET WELL COVER PLATE ITEM NO. DESCRIPTION Size QTY. 1 CONTROL PANEL 30x20x10 1 2 FILTER, VAF200 3" 1 12 1 -1/2" FILTER FLUSH 3 FLOW SWITCH 1/2111 ° 4 LEVEL SENSORIFLOAT WITH CAP 1 11 7 5 PRESSURE DIFFERENTIAL GAUGE & 0-15 PSI 1 • C 0 SWITCH b G 6 PRESSURE GAUGE 2-112" 1 E 7 PRESSURE TANK 2 Gal 1 Co 4 � 8 PRESSURE TRANSDUCER 114" 1 C 0 D 3�� CONNECTION g PUMP, SUBMERSIBLE 10HP 1 10 SKID, BENT 4803 1 11711 STAND, SUBMERSIBLE PUMP, FLANGED 3" 1 12 VALVE, AIR RELIEF 112" 1 10 w 13 VALVE, BUTTERFLY, GROOVE, LEVER 3" 1 z w0 1 " BLOWOUT 14 VALVE, CHECK, SILENT 3" 1 � 15 15 VALVE, SOLENOID (CW CLEANOUT) 1-112" 1 w Q Z 0 AVAILABLE ASSESSORIES (SEE NOTE)00 0 !, J z w 13 A ENCLOSURE, MARINE GRADE ALUMINUM 48x33x32 1 CA VIEW H 3 D B INSULATION I SOUND ATTENUATION lllllllllllll� C HEATER 50OW 1 -NMP INSERTION FLOW METER D 1 �■■7 E ° o E CW VALVEI1" INTAKE SCREEN FLUSH 1 g LINE F HIGH PRESSURE SWITCH 1 y c0 G PRESSURE RELIEF VALVE 314" 1 W co ® H OPTION: S PIPE, STAINLESS (SPECIFY DEPTH) 3" 1 CID o a ® 0O tl� PUMP PROTECTION _ o SCREEN C)=D C=O 00 y LQ wo c-) z FRONT VIEW SIDE VIEW � z o LO - MATERIAL TITLE: TURBINE I N E T �"� LU SUBMERSIBLEU (SEE NOTE) PUMP STATION Revisions 1• WET WELL PROJECT:UNLESS OTHERWISE SPECIFIED: Chukar Ridge DIMENSIONS ARE IN INCHES O7 (SHOWN AS 48") PRECISION PUMPING SYSTEMS TOLERANCES: LEVEL: 90% Final BY OTHERS FRACTIONAL: ±1/8" 6515 BUSINESS WAY ONE PLACE DECIMAL: ±.10 BOISE, IDAHO 83716 TWO PLACE DECIMAL: ±.05 PART NO: 1 S—NJ-VAF-3 208-323-5300 DO NOT SCALE DRAWING WWW.gOpps.Us DRAWN: JWR DATE: 3/25/2019 JOB: SIZE: B SCALE: NTS SHEET: I OF I REV SCOPE OF WORK baked on powder coating, all piping including elbows shall be coated inside and out. The pump station shall be circuit breaker. Fuses are not acceptable. PLC Monitoring Functions Packaged Pump Station supplier shall provide a variables speed submersible turbine um station complete with pressure tested prior to coating. No welding shall be performed after the pump station is powder coated. Lightning& Sure Protection. The Pump Control Panel shall beequipped with transient voltage and surge pP P P pump P g g g pg g 1. Pump operating status, total pump run hours, motor frequency, motor amperage pump, piping, valves, sensors, variable frequency drive (VFD), programmable logic controller(PLC), UL 508A Station Enclosure. The pump station enclosure shall be constructed of marine grade aluminum modular panels arrestors. listed control panel, and all appurtenances necessary for a complete and functioning pumping system. The to allow access to all pumps and components b simply removing an panel. The entire front of the enclosure 2. System pressure, flow rate P pP Y P 9 P p 9 Y p P p Y P Y 9 Y P Convenience Outlet. The Pump Control Panel shall be equipped with a duplex outlet. station shall be mounted to press brake formed steel base and enclosed in a powder-coated marine grade shall consist of hinged doors. The enclosure shall be powder coated. The roof of the enclosure shall be easily 3. Fault Log with time stamps and diagnostic utility. aluminum enclosure. The pump station shall be manufactured by a UL OCZJ certified pump station displaced and replaced by one person for the purpose of servicing the pump station. The station enclosure shall Variable Frequency Drive (VFD). The VFD shall be appropriately sized to meet the FLA(full load amps) required 4. Trend Data, with graphic display of system pressure,flow, motor frequency and amperage. Data shall be manufacturer. include a ventilation fan (or fans)appropriately sized to adequately cool the enclosed equipment. by the pump motor, as stated on the motor nameplate. The VFD shall be manufactured by ABB Industrial exportable to MS Excel. Technical Service and Support. The manufacturer shall provide access 24/7 phone support with a factory Automatic Filter: The pump station shall include an automatic screen filter. The filter shall use suction scanning Systems, Mitsubishi, or approved equal. Initial start-up and calibration shall be performed by a factory certifiedtechnician, which shall extend the warrant on the control panel to a total of three 3 ears. 5. USB port to upload, download of program, and data storage. certified technician. The technician shall have access to all relevant data specific to the pump station, including devices to automatically remove debris from the filter element. The filter shall be VAF200 or approved equal. y p ( )Y Instrumentation. jpNAL E specifications, submittal, shop drawings, programming, and detailed photos of the system. Control logic for filter flush shall be included as part of the main control panel PLC programming. Programmable Logic Controller(PLC). The PLC shall be fully programmed prior to pump panel installation. The Factor Testing. The um station shall undergo and ass all of the following system performance tests: Pump Control System technician installing and programming the PLC is to be factory trained and certified by the PLC manufacturer. Pressure Gauges shall have a 304 stainless steel case, with bezel construction. Gauges shall have a 2.5" �� ��G\ST Y 9• pump 9 p 9 Y P P Y - diameter and be liquid filled. The PLC programming shall be non-proprietary, and the complete station programming shall be made available q Hydrostatic testing that meets ANSI/HI specifications and standards; Flow testing that meets ANSI/HI 14.6 NEMA Rating. The VFD, PLC, and associated electrical equipment shall be mounted in a NEMA 12 enclosure to the owner via a USB drive included with the station control panel. Pressure Transmitter(s) shall be constructed of stainless steel and rated for the pump station discharge pressure. specifications and standards; and Vibration testing that meets ANSI/HI 9.6.4 Vibration Measurement and rated for indoor installation. To avoid potential water or rodent damage, VFD's mounted outside the main control 109 1 Allowable Values specifications and standards. The pumping system shall be flow tested as a complete unit, PLC Operator Interface. The PLC shall be equipped with a 5.7" LCD color touchscreen. The operator interface panel are not acceptable. Flow Meter. The station shall include a solid state insertion flow meter. Current and totalized flow shall be read which shall include function testing of pumps, motors, instrumentation, appurtenances, and control panel. The shall allow the user to make adjustments to the PLC program locally without requiring any additional equipment results of all tests shall be available to the owner. Control Panel Manufacturing& Testing. The um control panel shall be manufactured and listed b a UL508A such as a laptop computer. A VFD control keypad is not an acceptable substitution for the digital operator at the pump control panel HMI. Paddle type insertion sensors shall not be accepted. qT \�p� g� pump p Y p P p YP P 9 p J £OF Panel Shop. The panel shall be UL labeled as an "Enclosed Industrial Control Panel". The pump control panel interface. The PLC shall have an Ethernet port to enable remote access. Pump Protection Shrouds 9SDNDE14 PRODUCTS shall be completely manufactured, tested and programmed prior to delivery to the job site. PLC Control Functions: Each pump and motor shall be completely encased in a slotted PVC well casing. Both ends of the shall be 11/03/2020 Piping,Valves, Skid Base, &Station Enclosure. Documentation. A color wiring schematic and pump nameplate information shall be permanently affixed to the thoroughly sealed to ensure that no water can enter at either end. Water shall only enter the casing through 1. User settable Local or Remote control. Project No.: 119192 Piping.The station piping shall be standard wall pipe with grooved connections. Flanged or welded connections inside of the control enclosure. All field terminal connections shall be numbered and labeled. precision laser cut slots, which will not allow debris larger than can be passed entirely through the pump. All 2. System Pressure Setpoint water entering the casing shall pass over, and cool the motor,prior to entering the pump. Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 shall not be acceptable. Threaded connections between the main piping sections other than at the pump volute Cooling System. The control panel cooling system shall be appropriately sized for the ambient conditions. The - shall not be acceptable. cooling system shall not allow dust, insects or rodents inside the pump control panel. Two sets of spare filters Construction Project Milestone: AGENCY SUBMITTAL Valves. Butterfly style isolation valves--with grooved connections--shall be included on station suction and shall be included with the pumping system. 3. Pump Sleep Settings,with two threshold modes: Sleep by Flow or Sleep by Frequency Pressure Irrigation discharge piping. Flanged or threaded connections shall not be accepted.A non-slam check valve shall be Main Disconnect. A service-entrance rated, non-fused disconnect shall be mounted in the pump control panel 4. System Protection Settings, including fault and warning parameters for low flow, high flow, low pressure, high By stamping and signing the improvement plans,the Registered Engineer ensures the included on the discharge of each pump. An air release valve shall be included, located immediately after the pressure, restart trials and restart delay time. District that the plans conform to all District policies and standards. Variances or Pump Station and shall isolate all power to the control panel. The disconnect shall include an operating handle mounted on the p Y p M pump check valve. control panel enclosure door that is mechanical) interlocked to prevent entry while the disconnect is in the ON waivers must be specifically and previously approved by the District in writing. p Y p Y 5. Load Factory Default Settings, User Saved Default Settings. Acceptance of the improvement plans by the District does not relieve the Registered E= Skid. The pump skid shall be made of 1/4" press broke A36 steel. No welded bases or open rail systems shall be position. To prevent damage from vandalism, a disconnect external to the pump station enclosure shall not be 6. Pre-Programmed Start-Up Routines to limit and/or delay starting and acceleration of the pump to eliminate Engineer of these responsibilities. 9 acceptable. accepted. excessive velocity and pressure. It shall also include initial start-up, mainline fill, power outage and automatic Corrosion Protection. The pump skid and appurtenances shall be cleaned to bare steel and coated with a Overcurrent Protection. The VFD bridge rectifiers shall be protected from over current by an appropriately sized re-starts. BY: DATE: C6mO3 ADA COUNTY HIGHWAY DISTRICT T H E LAND - GROUP Pump Station Keynotes: �O 1. SKID, 6"THICK CONCRETE SLAB WITH 6" DEPTH OF BASE COURSE PER SPECIFICATION SECTION 31 20 00. 2. 1-1/2" POLYETHELN FILTER FLUSH LINE ROUTE TO INTAKE WET WELL - SOUTH FACING VAULT. 3. 3" POWDER COATED STEEL PIPE WITH FLANGE CONNECTION. CONNECT TO 3"PVC PRESSURE IRRIGATION MAINLINE AS SHOWN ON PLANS. 4. PUMP PROTECTION SLEEVE, .188"SLOTS, 8" PVC WELL 6' SEAL, 8" 160# PVC. 5. STRUCTURE BY SITE WORK CONTRACTOR. CONCRETE 6. 6" DEPTH BASE COURSE PER SPECIFICATION SECTION 31 PAD 20 00. EXTEND 12" BEYOND ALL EDGES. WET WELL COVER 4 7. PIPE BY SITE WORK CONTRACTOR. PUMP SKID 8. ROMAC ROMAGRIP PVC TO FLANGE CONNECTION OR � 4 _ APPROVED EQUAL. 48" WET WELL ° ° 9. 1-1/2" PVC FILTER FLUSH LINE. ROUTE TO PUMP STATION 4 1.5" FILTER FLUSH FOR SUPPLY CONNECTION. O 1" INTAKE 10. CLEARWATER SELF-CLEANING SCREEN (#CW200) W/12" ■1 POWER CONDUIT A SCREEN FLANGE CONNECTION FOR GRAVITY FLOW. (SIZED BY OTHERS) 3 • 4 SUPPLY LINE 11. IRRIGATION CONTRACTOR TO CORE EXISTING MANHOLE. C 3 PROVIDE LINK-SEAL OR APPROVED EQUAL. 12. 12" C900 PVC PIPE. ENSURE WATER TIGHT SEAL AT ALL O c TOP OF STRUCTURE: VAULT PENETRATIONS. 2525.05 also 13.5' ° 1 TOP OF STRUCTURE: 2525.05mime 2 y !c 11 11 ° g ° Cz 4 a oa ESTIMATED FLOW LINE: 2521.39 ° 12 7 ° ° p a a Q INCOMING SUPPLY FROM ECD N. MCDERMOTT RD. � 9 me00 _ ESTIMATED FLOW U) LU - T LINE: 2521.39 5 27 = ' z o ti 4 7 = � � o w 10 ° 4 o� 10 9 ° -1T. 8 ° a Revisions 7 12 1 12 0.5' MIN. ° RECOMMENDED WELL LAYOUT 12"CHAMFER IE OUT: 2515.39 _ (CONCRETE PAD, CONDUIT, AND POWER 12"CHAMFER ° 12"CHAMFER ° TO PUMP STATION BY OTHERS) ° SUMP: 2513.39 ° SUMP: 2513.39' ° ° 8 6 ° ° 6 4' MIN. �SZONAL ENG Pump Station Section 1 Scale: NTS 10 9 1 s� No �T£OF \�P 9SoN DEN 11/03/2020 Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 Construction Project Milestone: AGENCY SUBMITTAL n a By stamping and signing the improvement plans,the Registered Engineer ensures the Pressure Irrigation District that the plans conform to all District policies and standards. Variances or Pump Station Section waivers must be specifically and previously approved by the District in writing. E Acceptance of the improvement plans by the District does not relieve the Registered E Engineer of these responsibilities. �z BY: DATE: C6 mO4ADA COUNTY HIGHWAY DISTRICT 1 �i �i� I �� I Sheet Notes: o � 1 � �� � �__ � � I I �� � = TH E + 1 70 `� 1�, I I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN �� ����� APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO ��0 Cn CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE LAND 1 - — -- — — — PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF — - EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES GROUP TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE woo• SG 02 XIS I �, OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE 1 CeDX I �, ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE cc � cc 1 APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT REMOVE EXISTING GRAVITY IRRIGATIO PIPE 1 p1RR 70 G1R8 I I LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. I ; 1 CD 1 — GIRR I I o2. COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01 Cn 1 sm 3. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST 1 s' GIRR BOX 07 "` + ` GIRR i I EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL 1 O 50- N - — — — I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 1 ' Z AT IN PVC C _ 1 _ — �' 135-LF OF 18- GIRR I x "' C I J 1 2+00 GIRR i I X�X 0 1 /p1RR y I 3 � �X 11 N A 1 R/pl� GIRR' I mN I m GIRR BOX06 GIRR 1 =OxO i 3 I I I LL 9 o .0 j'�°G — — _ _ — — I — I I I v N 1 — 9�F 0 GIR M y c9 + oR rn O - "' i c R Gravity Keynotes: .s 1 _ � 3 90 I I I � 1 _ 3 i X EP I d� I c� I 11. CONSTRUCT GRAVITY IRRIGATION BOX PER ISPWC SD-619 To o rn — A_ 8 W EP 8"IN P EP 10-LF OF 18-IN PVC AT 0.10% — 8"W I NX N 2. CONSTRUCT GRAVITY SHALLOW IRRIGATION MANHOLE PER ISPWC SD 613A 1 GIRR BOX 05 1 - 1 I 10 GIRR MH 02 I _� I - I C'3 85 LF OF 18-IN PVC AT 0.1 I I o_ I `� 13. POTABLE/NON-POTABLE CROSSING MAINTAIN 18-INCH MINIMUM VERTICAL O 3/° L _ 5+00 ° 1 1 — � oo � � 1 Z 010/° I _ c"'n A p 67-LF OF 18-IN PVC AT 0.11% 5+63.06 SEPARATION `F OIr�3-1N A r P — - � m 1 �, EP ------ EP - - EP O �° E� I J N' 1 1 Z + i 4 i00 GIRR MH 01 F,o 3 m z'- GIRR BOX 04 1O 1 1 00 1 A 1 I o IRRIGATION PUMP SEE SHEETS _ _ — — — _ N I I O + 1 C6.03&C6.04 FOR DETAILS / -o o �- 00 - + I Im I C N 0 20' 40' :2111 Gravity Irrigation-Waste Ditch Plan & Profile Horizontal Scale: 1" = 20' 2530 2530 GRAVITY WASTE DITCH: Sta. 0+00 - 5+70 y HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' W Cc 2528 2528 Q Q PROPOSED GRADE AT CENTEP LINE 10-LF OF 18-IN PVC AT 0.10% OFFSITE WASTE WATER = Q .� 2526 INTAKE —_———__——— i 2526 CD -- `—� o 0 a) 5-LF OF 18-IN PVC AT 0.10% — —— _—— 2524 — --- — ---- ---- U. 2524 — — I EXISTING GROUND AT CENTERLINE p I = Lr) W ow 2522 2522 F 18-IN PVC AT 0.12% 59-LF OF 18-IN C900 AT 0.12% 135-LF OF 18-IN PVC AT 0.12% 86-LF OF 18-IN C900 AT 0.09% 85-LF OF 18-IN PVC AT 0.13% 67-LF OF 18-IN PVC AT 0.11 % I Revisions 1. - z 2520 2520 WATER MAIN 8-IN PVC CROSSING WATER MAIN I GIRR BOX 8-IN PVC CROSSING I 05 GIRR BOX 06 EXISTING WATER 2518 4-FT SO BOX PER ISPWC SD-619 4-FT SO BOX PER ISPWC SD-619 GIRR BOX 07 GIRR MH 02 GIRR MH 01 8-IN PVC CROSSING-12518 STA: 1+56.57, 0.00' 4-FT SO BOX PER ISPWC SD-619 48-IN MH PER ISPWC SD-611 STA: 0+97.63, 0.00' RIM: 2526.49± 48-IN MH PER ISPWC SD-611 I RIM: 2526.54± SANITARY SEWER STA: 2+67.54, 24.08 L STA:4+11.71, 12.43'L STA:4+95.76, 0.00' SUMP: 2519.29 8-IN PVC CROSSING SUMP: 2519.22 RIM: 2525.89± RIM: 2525.65± RIM: 2523.65± IE IN: 2521.22, 18-IN PVC (S) SUMP: 2519.06 SUMP: 2518.98 SUMP: 2518.87I 2516 IE IN: 2521.29, 18-IN PVC (S) IE OUT: 2521.22, 18-IN PVC (N) IE IN: 2521.06, 18-IN PVC S IE IN: 2520.87, 18-IN PVC (S) DIVERSION BOX IE OUT: 2521.29, 18-IN PVC (N) ( ) SANITARY SEWER IE IN: 2520.98, 18-IN PVC (SW) IE OUT: 2520.87, 18-IN PVC (N) 2516 SEE SHEETS C6.03&C6.04 IE OUT: 2521.06, 18-IN PVC (NE) 8-IN PVC CROSSING IE OUT: 2520.98, 18-IN PVC (N) STA: 0+14.63, 0.00' RIM: 2525.55± SUMP: 2513.39 ��SZON Ly,N� G\S T 2514 IE IN: 5 . , - 2514 IE OUT: 2521.39, 18-IN PVC (N) 109 1 9T£OF \0P�o 2512 2512 Jq DES�� 11/03/2020 Project No.: 119192 3 EXISTING GROUND ELEVATION FPROPOSED GRADE ELEVATION Date of Issuance: 11.03.2020 AT CENTERLINE AT CENTERLINE c Project Milestone: AGENCY SUBMITTAL � a 2510 2510 M co O m N m N co Lf) co r O O ~ O) Lq O L M N O O O M O O r ~ 6i LC> N U? W N O O M M CD CD co M CD O M l!� co p U') co Gravity Irrigation N U.) Lf7 LC') Lf7 Lf7 LC') v � co co co co v co co co co M M r` Waste Ditch Plan & N N N N N N O N O N N N N N N N N N N N N N N O N N N N N M GV N rn o N U') N LO N LO N � N U') N L!") N � N � N LO N LO N LO N LO N LO N LO N � N � N U') N � N LO N LO N LO N LO N LO N � N C\J C\J 6 N N N N N GV N N N N N GV N GV N N N N N N N GV N GV N GV N GV N GV N N N N N GV N N N GV N GV N GV N GV N GV N N N N N N Profile i L E �zd 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+70 C7m01 --- Sheet Notes: -------------�- J-- ------ —-- I T H E 8"W o 8„W B V ,A, - 8 W °C � ��9 - I I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN r� r W. Achievement a g W i 'p ABOVE GROUND PERFORATED PIPE I I I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO . LAND cc CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE . - 7 44+00 - IF 2� - Street 45+00 46+00 I I PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 2 I I - - - I EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES ' GROUP CC) �,�� I 8"SS 8"SS 8"SS - 8"SS 8"SS j TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE it I OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE oc I I ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE ---- a i I APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT - ---------------------------- __ ____ -- -------------------- ---------- rc V I i a I LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. � cc )R/W R/W o Af R/W aiw R/W R/W R/W ylW 'Q - - I 2. COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01 3. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST GIRR BOX 05 Q` � Q + i I I EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL Q M c I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. cc cc a I GO a T s i i Z4Z CID zo - a � I i i I Gravity Keynotes: Oi i I I I 1. CONSTRUCT GRAVITY IRRIGATION BOX PER ISPWC SD-619 QD ao i I I PIPE 2. CONSTRUCT GRAVITY SHALLOW IRRIGATION MANHOLE PER ISPWC SD-613A I GIRR GI R GIRR GIRR GIRR GIRR i IRR GI R GIRR IE(E)12"IRON:2526.34' GIRR o - - - �� GIRR IRR - I 3. POTABLE/NON-POTABLE CROSSING MAINTAIN 18-INCH MINIMUM VERTICAL j,� - - - - - - - - - - - - - - i - - - - cc GtlRR GIRR r_iRR -- SEPARATION GIRR BOX 04 1 IRRIGATION PUMP SEE SHEETS °C cc 1 3 - GR D-PERFORATED PIPE - - - - 1 O-LF OF 18-IN PVC AT 0.10% O GIRR BOX 03 GIRR BOX 02 O I 3+00 C6.04 FOR DETAILS PIPET z, I . n; 12"G RR C6.03& 12;`�IRR� 12'GIR� �� I � � � � MIJ P IE(W)12"PVC.2525.60 7+21.31' PIPE 7+00 P' P' 173-LF OF 12 IN PVC AT 1.67% P 12 GIRR 12 GIRR 12"GIRR 12"GIRR 12"GIR 12"GIRR PIRG - - 6+00 X4� `54-1_F OF 12-IN PVC AT 0.20% _ ° IRL-L IF/NI11 F .__... F�1 dRR P5+00121-LF OF 12 IN PVC AT 0.20%(� � o' F'IIiH—� � X4+00 -� GIRR BOX 01 1IRR IRR PIRR rlriri PIRR X PIR PIRR PIRR PIRR PIRR 2 PIRR 2 PIRR O n J X N89°19'38"W 1323.00' X—fir X CL y � � O :2111 � Gravity Irrigation-Supply Ditch Plan & Profile 20' 40' _ Horizontal Scale: 1" = 20' C 2534 2534 ca ■0 SUPPLY DITCH: Sta. 3+60 - 7+40 = 400 HORIZONTAL SCALE: 1" = 20' y VERTICAL SCALE: 1" = 2' W 2532 2532 CID _ Voa 2530 EXISTING GROUND AT CENTERLINE 2530 = o Q o - F_ __ __ ------- \ o 0 2528 __--- -- -- —� \ 2528 �_ y o0 - _ PROPOSED GRADE ' z Q AT CENTERLINE M 2526 + 2526 CD � 54-LF OF 12-IN PVC AT 0.20% 121-LF OF 12-IN PVC AT 0.20% Revisions 1. 2524 2524 173-LF OF 12-1%PVC WATER 8-IN PVC CROSSING 2522 GIRR BOX 02 GIRR BOX 01 2522 GIRR BOX 03 4-FT SQ BOX PER ISPWC SD-619 4-FT SO BOX PER ISPWC SD-619 4-FT SO BOX PER ISPWC SD-619 STA:4+95.19, 0.00' STA:3+74.50, 0.00' STA: 5+48.72, 0.00' RIM: 2528.27± RIM: 2532.56± RIM: 2528.02± O SUMP: 2522.89 SUMP: 2523.13 2520 SUMP: 2522.78 IE IN: 2524.89, 12-IN PVC (E) IE IN: 2525.16, 12-IN PVC (E) 2520 IE IN: 2524.78, 12-IN PVC (E) SEWER IE OUT: 2524.89, 12-IN PVC (W) IE OUT: 2525.13, 12-IN PVC (W) IE OUT: 2524.78, 12-IN PVC (W) 8-IN PVC CROSSING GIRR BOX 04 pNAL IS 2518 STA: 7Q B034-FT SX P'EO OOPWC SD-619 2518 ��5���\ST RIM: 2525.45± SUMP: 2519.39 1 O 9 1 IE IN: 2521.39, 18-IN PVC (S) IE IN: 2521.89, 12 IN PVC (E) 9TE \oPx 2516 IE OUT: 2521.39, 18-IN PVC (N) 2516 Jg OF N DEN��"' EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 11/03/2020 AT CENTERLINE AT CENTERLINE Project No.: 119192 3 Date of Issuance: 11.03.2020 c 2514 2514 Project Milestone: AGENCY SUBMITTAL co r M M co O r OO N N co r N co N M r O O is O 6) O N 11") O W O O r N r r- O M r- O r— CO M r— O ~ O M co N co O N N N L6 N L6 co N L6 N L6 N O N O N O N ~ N ~ ONO C\J ONO co co M co M N O N Gravity Irrigation N u.) N LC� N LC� N L!7 N LC� N LC� N LC� N LC� N L!7 N LC� N LO N u.) N LNC� N LNC� N LNC� N LNC� N ,1 M M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Supply Ditch Plan & E 7+40 7+20 7+00 6+80 6+60 6+40 6+20 6+00 5+80 5+60 5+40 5+20 5+00 4+80 4+60 4+40 4+20 4+00 3+80 3+60 Profile �Zd C7mO2 ti�� IE E)1 "�MP:252 .84' w I PIF Sheet Notes: w I I w lU11 w IE(� gh ' = T H E � I I I I I I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN a I L I I I I APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO LAND X CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE . - � I I I I I "' w CD PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF LOCATION FUTURE . GROUP �„ EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES I APPROXIMATE I I I 7° I "' x TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE I OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE a- STATE HWY 16 I I I I x ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE JCC l a I I I I I I I W APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT w I I I I U) 4-0 w x LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. I I I i I I I C � O w I I I x 2. COMPLY WITH ALL NOTES ON SHEET C1.00&C1.01 I I I I I O °- 3. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST _� I I I w I i i i w CD w x EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL UmI "' �' SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. w I I I I Z x I IBX I I �° I °- o IE(N)18"CONC:2524.87' LLU x I IE(SW18�CONC:25co 28 32 I I w I PRESERVE&PROTECT EXISTING PIPING, I I I PIPE I I a HEADGATES,AND STRUCTURES I I PIPE IE(S; IBX I ff(912"CONC 252�75' a IE(E)12 CONC:2528.24 ( ( � EP GIRR { c IRR G P R GIRR I - r_iRR "' I X �" GIRR GI -- IE(W)12 IRON:2528.41 I - c� — OR D-PERFORATED-PIPE — — — — — — — — -3+00 - - - — — — — GIR GIRR GIRR — — — CIRR — — — _ �a1R� GIRD i — — — — — 2+ 0 — — - — — a- — — — ° IRR 1+00 12'GIRR — � — I — — a I Gravity Keynotes: # I I „ 12" R 12 GIRR 12 G 0+00 w I s� SS IS 1. CONSTRUCT GRAVITY IRRIGATION BOX PER ISPWC SD-619 12"GIRR 1 12"GIRR 12"GIRR w 12 GIR 360-LF OF 12-IN PV AT 0.90% CONNECT TO EXISTING WIPE I I m AT 0.20% 4+00 PIRR 2"PIRR 2"PI�iR 2"PIRR 2"P R 2" IRR 2"PIRR 2"PIRR 2"PIRR 2"PIRR 2"PIRR - - - GIRR BOX 01 i PIPE I IE(N I L, o ACCLIMA INC CD 3235 N MCDERMOTT RD I PIPE — APN:SO432417350 w I cc: I IE(N)12"C�72?2528.E ' Z w I CD Q CC II PIPE CA rn IE(N)12 0 20' 40' :2111 O Gravity Irrigation-Supply Ditch Plan & Profile Horizontal Scale: 1" = 20' 1 2536 2536 SUPPLY DITCH: Sta. -0+20 - 3+80 HORIZONTAL SCALE: 1" = 20' y VERTICAL SCALE: 1" = 2' W Cc 2534 2534 _ APPROXIMATE FINISHED GRADE FUTURE STATE HWY 16 Q a 2532 2532 CD PROPOSED GRADE F_ AT CENTERLINE 1-FT MIN COVER OVER PIPE I O O 2530 _ I 2530 y o EXISTING GROUND AT CENTERLINE - /- I Q \ C ---- ------- o 2528 -- ---- ---------- -- ----- 2528 360-LF OF 12-IN PVC AT 0.90% EXISTING BOX Revisions 8-FT X 4-FT 1 STA: 0+00, 0.00, 2526 RIM: 2531.28± SUMP: 2528.41 2526 IE OUT: 2528.41, 12-IN PVC (W) 2524 2524 GIRR BOX 01 2522 4-FT SO BOX PER ISPWC SD-619 2522 STA: 3+74.50, 0.00, RIM: 2532.56± SUMP: 2523.13 SSjONA LNG IE IN: 2525.16, 12-IN PVC (E) L 2520 IE OUT: 2525.13, 12-IN PVC (W) 2520 109 1 s�gTe \oP�o 2518 2518 Jq OF N DEN 11/03/2020 PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION Project No.: 119192 3 AT CENTERLINE AT CENTERLINE Date of Issuance: 11.03.2020 Project Milestone: AGENCY SUBMITTAL 251E 251E r o o cc� CR CR o r N M U? O U? _M Gravity Irrigation CV N N N N N N N N N ONO N ONO ONO N N N M co � M L, N LO LO LO LO L, U, U, U �, U, U, � U, � � Supply Ditch Plan & N N N N N N N N N N N N N N N N N N N N N N N M i L E Profile F E= 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 �zd C7mO3 PLANT SCHEDULE THE / 1 TREES BOTANICAL/COMMON NAME SIZE CONTAINER ' I AA ACER FREEMANII AUTUMN BLAZE /AUTUMN BLAZE MAPLE 2"CAL. B&B LAND 1 • / AE ACER PLATANOIDES 'EMERALD QUEEN' /EMERALD QUEEN MAPLE 2"CAL. B&B GROUP GS GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B MS2 MALUS X 'SPRING SNOW SPRING SNOW CRAB APPLE 2 CAL. B&B PB PLATANUS X ACERIFOLIA 'BLOODGOOD' /LONDON PLANE TREE 3"CAL. B&B / PC PICEA PUNGENS/COLORADO SPRUCE 8' HT. B&B - �I� �\ - - - - _ I PF PICEA PUNGENS 'FAT ALBERT' /COLORADO SPRUCE 8' HT. B&B PO PINUS NIGRA 'OREGON GREEN /OREGON GREEN PINE 8' HT. B&B TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 3"CAL. B&B TURF SOD — o o — &O N STYLE METAL FENCE 000I �_ CLOSED VISION FENCING MATCH EXISTING AN VINYL FENCE, \� \ ASPHALT PATHWAY 6' HIGH NOISE ATTENUATION FENCE. / G \EG SEE DETAIL 4/L1.50 ! 2 5 2 0 \\ 2 I I I v v EG v v v 4, �� v� _ _ _ RETAIN AND PROTECTREMOVE AND \ \� \��� _ EXISTING TREE, INSTALL EXISTING TREE, GRIND OF PROTECTIVE FENCE AROUND X STUMP 18 BELOW EXISTING �� / / .• ... I I I I I I I / � \ \\ 'l � _ z \; ?\\� �� _ ___ \ \ TREE. 25 GRADE MIN. 41 I I I I 1 I III _ / / � � , � PiR \ EG \ \ \ \ \ �� `� \� � �� EW CALLOUT NUMBERS COORDINATED (2)AA 11 I III I ' 1 1 1 l Pi • •. . I R G Keynotes # TO NUMBERED NOTES BELOW. I ' `.`.`. . . I / � �\\ `ice ���� EG C\j , ,•,•,•,•,• I I I III III / / PIRR EG \ \ 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 1 ,•,',`,•, I I I I I / / / / / / / /' 2. END FENCING, SEE LEGEND FOR FENCING TYPE. \ \ \ \ 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 5/L1.50. PIRR EG � \�� EG \\\ \� _ \ 4. SITTING BENCH, BY DEVELOPER. / / / , ' \ \ EG Project Calculations Z J . . . . . L L - - � I L// ' J L \ l l l i l l l � l l // l r R \EG - I J , / / / l l / / / / / \\ R \ �- \\\ xx A. RESIDENTIAL SUBDIVISION TREES: 29 TREES O • - - I l / / / / 21 WEST ACHIEVEMENT ST: LF 105,TREES PROVIDED-6 / / / � / / / CL P/ FUTURE' N. GLASSFORD WAY' LF 443 TREES PROVIDED-1 3 1 B. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 1.55 ACRES. (67,648 SQ FT) L 1 ' Driveway A R R l \ \ \ J/ \ \ l l / j l l / l l l l l l l l l / �I \l C. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 11% (MINIMUM 10%) O Y , \ J /�\ / / / / / / / / I / / // I / �'?. D. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 65 PROVIDED (10 REQUIRED) 0 I - / / / i / / / 3 GS,•+ (1 PER 1,147 SQ. FT.) (MINIMUM 1 PER 8,000 SQ.FT.) '' / '� / / III, 1 /' E. MCFADDEN DRAIN UNIMPROVED IRRIGATION EASEMENT OPEN SPACE: 1.90 ACRES. (83,018 SQ FT) 10 r- - - - - - - - - / / � 2 � / ______-\ \ / J /� / / / / / / 1 / F. MITIGATION FOR REMOVAL OF EXISTING TREES: 215 CALIPER INCHES Q I . I - / / / / / / ,• / G. EASTERN FUTURE ROADWAY LANDSCAPE BUFFER TREES: 12 REQUIRED, 19 PROVIDED. � R w J l i = I I R v _j l i i Landscape Notes: ■ . . . . . . . . . . . . . . . . . . . . . . . . mime — - - 3 GS \ ILL .'oc - -- -- -- / - - `. ) R / J L / 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2522 / i �,`,�,��. `,•,• , ,•,• • •, � � W\/ ,•, •,•,• 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. / I S R 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-01. CONTRACTOR SHALL STAKE ALL TREES DEEMED W I nr _ N NECESSARY I.E..... FROM BEING BLOWN OVER PLANTED WITH LOOSE ROOT BALL ETC. �+ I I I - - - - - - / M w .� L - - - - - - - - - __ L __ __ J_ .P1R 6 MS2 e Stye �.` CONTRACTOR'S OPTION. - - - - - - - r - - - - - - - RR - - �) (5) G et 2 2 24 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND a 2 ,',` ' , , SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. O 1 I I I I I cc I I 3 •,•,• •,•, • ,•,•, , L 2 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL (1"MINUS) BARK CHIPS. '.'.'.`.'. . . 1 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE = p 1 .. . y L — — — — — — — — - ' L - - J \ OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY Q - - - -- - - - '.`.'. CD L - - -__- -- -- -- -- -- -- -- -- ' '.'. 4 �' CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. i 1 -- _ -- r- - - - - - - - - - r- - - - - - - - - , I I •'•`• •`•% 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE 419 i'INCZ i 1 I 1 I I � I I WITH SITE GRADING PLAN. E ~O �Z c�1 I I I I I _ I 1 O �'.'.' .'. '.:.'. 8. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A Oow = w I Q I I ILr I I -_ L - __ - __ - - �- _ •`•`•` `- RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL w Q 1 1 '�' �' `� ' �'�' �' ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN p 0 - - - - - - - - � .� -- -- -- -- -- r- - - - - - - - - - P PI - - - - - - r - - __ - __ - � __— i � i I I `.-.� ������� � r - - - ; I - , I � PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY = � U z �+ _ VOLUME. Q_ .o� r I I I 1 �_ I I ` 4 I I ' I ' I I 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER = z 0 c�1 I I I I I I I '� I 1 •'• I 1 I I I I I LO MANUFACTURER'S RECOMMENDATIONS. = O w I 4I I '� I I y L — — — — — — — — J .```.````•♦` I I I 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OF COD � j _CCL — — — — — — — — J �L — — J __ -_ -_ __ '.' ,''-''''` I I i I I SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" — — — — — — _L— — -_ �� -- -- -- -- -- •,-, , BELOW SURFACE OF WALKS AND CURBS IN PLANTING BED AREAS,AND 1/2"IN LAWN AREAS. _ _ _ _ _ _ _ _ , I m I I -------I 11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO Revisions I 1 i �C I 1 I :•A- PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A _ - - - -I- - I • I I I I I Z I I ,•,�■+ , I ' I I I I LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED 1' 1 * I I L — — — — — — SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL 1 1 I L — — — — — — — —m-0, L — — — — — — — — J - - - '�PIR� L - - - _J I - L - - - -� DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER:A) 1 L - -- -- -- -- -- - . ,`.`.`. .`.� I 1 PROVIDE APPROVED IMPORTED TOPSOIL, OR B. IMPROVE ON-SITE TOPSOIL WITH METHODS R I 1 APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES • I I _ ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER ___ _____ __ EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. -------------------------- �� (13)TG i �� \ GS (5 2524 1 1 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS L - - - - - - - - J L - - - - - - - - - _ _ X FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, _ _ _ _ _ - 0 I BRUSH WEEDS AND OTHER LITTER AND FREE OF ROOTS STUMPS STONES LARGER THAN 2 INC ' `. .`. . . .`.'. . . r — — — — — — — — — — — W Achievement St IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. v, -- -- ----------- ------ -- - ------------------- 13.1 OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS I f3/�]I•. '�• .R� 1 I I I I I \ _� TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL DRAINED SITES R/W R�/ �•,•,•,•,•, �•,•,•,•,•, I I I Q I 1 WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. - - - - - - - - I L - - - - - - - - J LL L - - - - - - - - J � � � 14. BRIS ON THE SITE CREATED FROM LANDSCAPE __ _ _ _ _ _ _ _ _ _ ��. I (2) GS IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DE --------------------- _ _ _ —X (6)TG I i - — - - I� r - - - _ - _ _ - i I I I I I I I I I I 2525 I ; r - I OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. - - 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH 1 ' .•.`.'.� . ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. EG o W Achievement St � �; 2524 ' I ' ; I , � I C I 1 , I I , I 1 �•: II 1 I zF_ 0 ID y - - - - - - - - - - - I L - - - - - - - _ 1 1 1 11 1 1 I II I I r ACHD Landscape Plan Notes: PF,LR.T� 1 4 �� o r I -- — — — — — — — — — — — - - - - I , 00-_ r , � I I I I I I I I I I � II 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, -Sp . � . i I I (3)AA STRUCTURES,OR FACILITIES. 2525 ' I I ' 1 I I I I I I I I I �.t��(�' • • 11 1 1 IV 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE , -16888 •` (-1 *`• •`• • •`• •`• L _ J L - _ I L ' L I I I ' � INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE i •Plfifi• _ iF� PTRf Rl� - - - �fRF� PIRR PI16 '• . --1 - E 2 GIRR NDSCA4�' ��� _ � . PI -� _. L _ PIRR J CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. // � R \\11/03/2020 2 2 I Project No.: 119192 Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 _ I 1 Construction Project Milestone: AGENCY SUBMITTAL 1 By stamping and signing the improvement plans,the Registered Engineer ensures the Landscape Plan li District that the plans conform to all District policies and standards. Variances or Landscape Plan - Area I waivers must be specifically and previously approved by the District in writing. p Acceptance of the improvement plans by the District does not relieve the Registered 1 ENE Landscape Plan=Landscape Plan - Area 1 0 40' 80' Engineer of these responsibilities. .E BY: DATE: ■O 0 Horizontal Scale: 1" = 40' ADA COUNTY HIGHWAY DISTRICT w PLANT SCHEDULE �� �i THE 1 w C rn TREES BOTANICAL/COMMON NAME SIZE CONTAINER AA ACER FREEMANII 'AUTUMN BLAZE /AUTUMN BLAZE MAPLE 2"CAL. B&B LAND 1 `-1 AE ACER PLATANOIDES 'EMERALD QUEEN' /EMERALD QUEEN MAPLE 2"CAL. B&B • 1 W — - GROUP 1 GS GLEDITSIA TRIACANTHOS 'SKYLINE' /SKYLINE HONEY LOCUST 2"CAL. B&B a 1 "' MS2 MALUS X 'SPRING SNOW' /SPRING SNOW CRAB APPLE 2"CAL. B&B CD PB PLATANUS X ACERIFOLIA 'BLOODGOOD' /LONDON PLANE TREE 3"CAL. B&B 1 z PC PICEA PUNGENS/COLORADO SPRUCE 8• HT. B&B W 1 w m PF PICEA PUNGENS 'FAT ALBERT' /COLORADO SPRUCE 8• HT. B&B 1 o PO PINUS NIGRA 'OREGON GREEN /OREGON GREEN PINE 8• HT. B&B Cn 1 W a TG TILIA CORDATA 'GREENSPIRE' /GREENSPIRE LITTLELEAF LINDEN 3"CAL. B&B CD a w Legend: 1 I I TURF SOD — o o — &OPEN STYLE METAL FENCE 1 1 I I W &TAN VINYL FENCE, MATCH EXISTING 1 I I ,¢ CLOSED VISION FENCING. I ASPHALT PATHWAY & HIGH NOISE ATTENUATION FENCE. 1 I I w SEE DETAIL 4/L1.50 o RETAIN AND PROTECT REMOVE AND DISPOSE OF EXISTING TREE, INSTALL EXISTING TREE, GRIND PROTECTIVE FENCE AROUND X STUMP 18" BELOW EXISTING C~ TREE. GRADE MIN. EW w Keynotes: CALLOUT NUMBERS COORDINATED f �J TO NUMBERED NOTES BELOW. WEST LAZY DIAMOND C LANE I I 1. BEGIN FENCING, SEE LEGEND FOR FENCING TYPE. 2. END FENCING, SEE LEGEND FOR FENCING TYPE. LU 3. OPEN PLAY AREA, SEE SUPPORTING IMAGERY DETAIL 5/L1.50. � W 4. SITTING BENCH, BY DEVELOPER. Project Calculations `� �����\ `� A. RESIDENTIAL SUBDIVISION TREES: 29 TREES .1 21 \\ \�� E ���� �� •�a `- I WEST ACHIEVEMENT ST: LF 105,TREES PROVIDED-6 I o�- FUTURE: N. GLASSFORD WAY: LF 443,TREES PROVIDED-13 I�� G1 III N B. ACREAGE DEDICATED FOR COMMON OPEN SPACE: 1.55 ACRES. (67,648 SQ FT) �a� I I C. COMMON OPEN SPACE PERCENTAGE OF THE GROSS LAND AREA OF DEVELOPMENT: 11% (MINIMUM 10%) �2"DD\ � D. NUMBER OF TREES PROVIDED ON COMMON OPEN SPACE: 65 PROVIDED (10 REQUIRED) R \� � ��� ��� \ 3 GS,• � l \�� (1 PER 1,147 SQ. FT.) (MINIMUM 1 PER 8,000 SQ.FT.) / / / / l 1 • • r PlR \EG ����� ��� ��\�\ m I E. MCFADDEN DRAIN UNIMPROVED IRRIGATION EASEMENT OPEN SPACE: 1.90 ACRES. (83,018 SQ FT) I I F. MITIGATION FOR REMOVAL OF EXISTING TREES: 215 CALIPER INCHES Q I / l 1 - -,•,- / / PIRR ��� \�� \� �� I I G. EASTERN FUTURE ROADWAY LANDSCAPE BUFFER TREES: 12 REQUIRED, 19 PROVIDED. I AEG Landscape Notes: r \ I \ � I 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR / ,• • • l l l l �/ / / PIRR COD G 2 \� � i ������ I "' r PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. aIRR 2 EG = _ - - 2. ALL EXISTING TREES OUTSIDE OF WORK LIMITS WILL BE RETAINED AND PROTECTED. 65.83, `Eun _��\� �` - / _ - 3. NEW TREE PLANTING, SEE DETAILS SHEET LP-01. CONTRACTOR SHALL STAKE ALL TREES DEEMED W - -�' // / / / / / / / / / / :, ;• ! —_� ``= �� I I e / NECESSARY, LE..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. freet 2 R:. l l / �.�.�. EG\E I 'l 's CONTRACTOR'S OPTION. 2 J / / / 3 PO \ G _ I 4. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. / \ J / / / l l •.cam `. .'.` '.I (20)AA �`EG U-1 L 2 -- / ` / / / / ,•••,•'4 ,`, • ', �\EG \ I I I O 5. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3 OF SMALL (1 MINUS) BARK CHIPS. \ - 6. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE = p ••• • • - ! / J// / / • •• EG\ OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY ¢o - / •I - - CD CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. R, (7) PC \� �G - -OI — - - - - 7. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE F_ O (6) PF t3l'_3 ��E� I I w WITH SITE GRADING PLAN. E CD O 7 A\ ` •` ` ` `�' ` •`•' •`•`�' ` (4) PB \\ 8 F COMPOST/ORGANIC MATTER PER 1000 SQUARE FEET ROTO TILL _ ' . .'• . . . . . �'.�`.� '.`.` �� - W IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A • � • � , Y •� �` •�•• 25 PRESCRIPTIVEROW � RATIO OF 3 CUBIC YARDS 0 - � Q DI'IVeWa C I I ' ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN �p _ \ I -_ • I IW I PARTS TOPSOIL (AS SPECIFIED IN THESE NOTES)AND THREE PARTS COMPOST/ORGANIC MATTER, BY = � z P PI I Q • r - - - � I - - - � I r - - - � I - - - •• � I w VOLUME. .• ' I 1 r \ t �'I 6 I I I I w 9. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM' PLANTING TABLETS. QUANTITY PER = z 0 I •` 252 I II / I I, I r MANUFACTURER'S RECOMMENDATIONS. = LO O w IICD '�' I I I I I I I I I I n,', •' ' I 51.81"• I I 10. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL, SOD AREAS A MINIMUM OF 12"OFCOD r I I II TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" II III III I • I I I ' I II I w I D • ,• ,- •• • • •r I BELOW SURFACE OF WALKS AND CURBS N PLANTING BED AREAS,AND 1/2 IN LAWN AREAS • ��••�, 2525 I ` I C3 III II- I- I . . _ • I I I I I w J 11. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE.VERIFY SUITABILITY OF SURFACE SOIL TO Revisions L - - _ _ _ { • -.• •.+ • •• PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A f 30'NMID EASEMENT • • I I I I I I I I I •" `• i -—_ - _ - . I I I' I ' LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED 1' •'. I I I I I I I ` r - - 2 I II I 3 SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL •� .�.• • L - - _J - - J L - - - � L - - - J { 1 • �6 S.F. CD DOES NOT MEET THESE MINIMUM STANDARDS CONTRACTORS ARE RESPONSIBLE TO EITHER A) b C W PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS 1 4.1 I + APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ` •• `. R R �_ R .�.••�.`� �� L - .•. �'• - - - _ - -2526- - - - - - I I I I �ti . .. R W = i , ,`, I s ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER �� ___ - - - _ _ _ . . I ,� --_ _ _ -__ _ - __ �• W EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. _N , •I I I I `� i w 12. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS 1 X m Q ` I I I FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, St / 1 ,CCD I v I '•' BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES 1 -- ------ -- -- -- -- -- -- - --� i I X � L - �_ I � •, -,•• ,•I I I' I I �I I IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. ---- 13. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS V m - J I I I W I J TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES 51.21' /.� I WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. 1 I 1 I i l 1 :` I I I s�'� w I I 14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE 2 GS 1 � � 3 5- �•� •� O ••• •• � C1 i I I �• •�• •�••• � - - - N � I I OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. I 1 - I I Ij 15. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH • • • • - I� ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. N i _ - ��____ _J 2527 I WCD \ .' I I' OF ACHD Landscape Plan Notes: I I I I I p �° � `�' `�'•T ` II I I I I I I I '•' t �I I • •,•• ••,I (3) PO I I I i II 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, = ' ••` l•' "' STRUCTURE R FACILITIES - - { - (3) AA i i � - I - STRUCTURES, ` ' 'S0.24' ` - - - - - - R: I "o' 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION LINES WILL BE LA-16 88 \ . - - .. `.` LI- - - J I L - - - J I L - - - J I - - - - - _ �� I I I 1 „ ' ' �� 12"GIRR __ } °C I� I � INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE 2 GIRR 12"GIRR •• ` ` 12"GIR •' I • 12"GIRR R 12 GIRR I I ' CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ��/L`�NDSCA4�' \�\ `P R PIRR PIRR ` P •`p •`• 2"PIRR 2"PIRR 2"PIRR 2"PIRR - 11/03/2020 2 1 2 I - Project No.: 119192 (5)AE 1 I I Plans Are Accepted For Public Street Date of Issuance: 11.03.2020 1 - W 1 i I Construction N w Project Milestone: AGENCY SUBMITTAL 1 I ��T T Landscape Plan 1 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 Landscape Plan - Area CL I c� waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered 2 ENE Landscape Plan-Landsca a Plan - Area 20 40' 80' Engineer of these responsibilities. ELl .01 " = 40' BY: DATE: Horizontal Scale: 1 ADA COUNTY HIGHWAY DISTRICT NOTES: NOTES: 1 �1 T H E 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS W.- RAND RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; . YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE GROUP 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO GALVANIZED NAILS TO PREVENT SLIPPAGE. PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. " RUBBER CINCH TIE 0 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE C� ARCHITECT IMMEDIATELY. ARCHITECT IMMEDIATELY. a poe 2 x 2 x 8 CEDAR STAKE- DO NOT PENETRATE ROOTBALL. o 0 2 x 2 x 8 CEDAR STAKE- DO NOT PENETRATE ROOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. SOIL LINE MULCH LAYER, KEEP MULCH 3"AWAY FROM SOIL LINE MULCH LAYER, KEEP MULCH 3"AWAY FROM _ TRUNK _ �M I TRUNK 11-7 AA UTILIZE SOIL/ROOT PROBE AROUND TRUNK \ BACKFILL WITH SOIL PLANTING MIX. SEE UTILIZE SOIL/ROOT PROBE AROUND TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE . (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE � 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE � � 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. ',�.-� FINISH GRADE REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP /VA/VA V �� �� /V� \ A/ � � _" � � A REMOVE BURLAP,TWINE, AND WIRE BASKET FROM TOP OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS %OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ �� / COMMERCIAL SLOW RELEASE FERTILIZER TABLETS FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \ \\ \ \\/\\ FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \/ / � WRAP THE ROOTBALL, IT SHALL BE COMPLETELY \/\\ \/\\/ WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE VA/ /AA/AA/AA/AA/AA/AA/AA/A A / /VA/\ VA/VA/VA/VA/VA/VA/VA VA V A V/VA/ LEFT ON THE BOTTOM OF THE ROOTBALL. LEFT ON THE BOTTOM OF THE ROOTBALL. \�/j \/j�/j�/j�/j�/j�/j�/j�/j�/j\//\ \\ SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 2 2x ROOTBALL DIAMETER x ROOTBALL DIAMETER Deciduous Tree Planting 3x ROOTBALL DIAMETER Coniferous Tree Planting 3x ROOTBALL DIAMETER Q IScale: NTS 2 Scale: NITS MIJ O ■1 y LU o LOT OWNER USE EASEMENT - �` �f ■ W Cc 6-FT HIGH NOISE ATTENUATION FENCE ON TOP OF BERM a o 8-FT ASPHALT PATH CD oC �1 TEM 0 CD LOT BOUNDARY FENCE 2� =: y w Q o � 1 = � C-) z Q z o L-0 LU o w RESIDENTIAL LOTS 6' HT BERM McDERMOTT ROAD (HWY 16) EASEMENT Revisions 1. 50' LANDSCAPE BUFFER McDermott Rd (HWY 16) Landscape Buffer 3 Scale: NTS IDq,Y, R. Ah � .., 11/03/2020 4# ' Project No.: 119192 Plans Are Accepted For Public Street Date of issuance: 11.03.2020 x< Construction Project Milestone: AGENCY SUBMITTAL By stamping and signing the improvement plans,the Registered Engineer ensures the Landscape Plan District that the plans conform to all District policies and standards. Variances or Landscape Detail m waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered a,�= 6' High Noise Attenuation Fence Open Play Supporting Imagery Engineer of these responsibilities. 4E� 5 BY: DATE: ■ 0 Scale: NTS Scale: NTSL1ADA COUNTY HIGHWAY DISTRICT Final Plat for Chukar RmidgeSubdivision Legend Notes FOUND BRASS OR ALUMINUM CAP MONUMENT,AS SHOWN pr. LOCATED IN THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. O FOUND 5/8"REBAR PLS 14216 OR AS SHOWN NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO SAID DRAINAGE ASSOCIATION, INC AND IRRIGATION EASEMENTS ARE RESERVED FOR THE CHUKAR RIDGE HOMEOWNERS O SET 5/8"X24"REBAR WITH PLASTIC CAP, PLS 7880 2021 2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION o SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 r� EASEMENTS ARE RESERVED FOR THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. 0 CALCULATED POINT, (NOTHING SET) J 3. LOT LINES ALONG THE REAR OF THE LOT AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION RM REFERENCE MONUMENT EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. - - - SECTION LINE 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION BOUNDARY LINE SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY 0 100, 200' APPROVED AND/OR REQUIRED. RIGHT-OF-WAY LINE 5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE INTERIOR LOT LINE SCALE: 1" - 100' TIME OF RESUBDIVISION. CENTERLINE 6. LOTS 9 &LOT 31, BLOCK 2& LOT 19, BLOCK 3 ARE DESIGNATED AS COMMON LOTS AND ARE ENCUMBERED BY A BLANKET PUBLIC UTILITIES AND CITY OF MERIDIAN PUBLIC WORKS EASEMENT AND TO PROVIDE - - - - ADJACENT LOT LINE SHARED ACCESS FOR LOTS 10, 11 AND LOTS 29, 30, BLOCK 2 AND LOTS 16,17&18, BLOCK 3. SAID LOTS 9 - - - - - - - - - EASEMENT LINE &31, BLOCK 2 & LOT 19, BLOCK 3 SHALL BE OWNED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC., OR ASSIGNS.THE OWNERS OF LOTS 10, 11, 29, &30, BLOCK 2 AND LOTS 16, 17& 18, BLOCK 3 WHICH TIE LINE WILL BENEFIT FROM USE OF THE COMMON DRIVEWAY SHALL AT THEIR OWN EXPENSE, MAINTAIN, REPAIR AND/OR REPLACE THE COMMON DRIVEWAY AS NEEDED. O LOT NUMBER ti NORTHEAST CORNER SECTION 32 7. LOT 1, BLOCK 1, LOTS 1, 24 &37, BLOCK 2, AND LOT 4, BLOCK 4 ARE DESIGNATED AS COMMON LOTS AND NMID NAMPA MERIDIAN IRRIGATION DISTRICT �o T.4N., R.1 W., B.M. SHALL BE OWNED AND MAINTAINED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. W o CP&F INSTR. NO. 2020-020779 o Q7 N 8. LOT 38, BLOCK 2 IS DESIGNATED AS A COMMON LOT AND IS ENCUMBERED BY AN EASEMENT FOR THE N S.29 S•28 MCFADDEN DRAIN, PER INSTRUMENT No. 70321, AND WATER AND SEWER EASEMENT INSTRUMENT NO. A6� �3° Ma z W. McMILLIAN ROAD 2020-020189, RECORDS OF ADA COUNTY, IDAHO, AND SHALL BE OWNED AND MAINTAINED BY THE CHUKAR °26 z S.32 '1S.33 RIDGE HOMEOWNERS ASSOCIATION, INC AND/OR ASSIGNS. N60 z UNPLATTED o N00,34,4211E rn 9.C\j IN COMPLIANCE WITH IDAHO CODE SECTION 31 3805(1)(b),THE OWNER OF THIS SUBDIVISION HAS PROVIDED I 109.344' �� \� a N AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR /�0a3p�N �u ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. o 565��09� ,C/D „N ` o I 10. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SAS°07 �? z SERVICE WHICH WILL BE OWNED AND OPERATED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. \ 0 4q E 936.94 \E, � 1 i I ALL PRESSURIZED IRRIGATION SYSTEMS IN COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED AND 10 11 12 13 NHS°p�,44 W 4 B/ 38 � "19 � \ 1 1 MAINTAINED BY THE CHUKAR RIDGE HOMEOWNERS ASSOCIATION, INC. � � O1 14 15 9p 69 \ oCk? EXISTINGNG S` z I I 11. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH O 817 B/pCk? --EASEMENT TO BE VACATED I 1 I STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR 18 I I BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 9 19 o I I NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN 20 21 \ \ I I THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS O 22 Mo \� 1 I I CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS 8 23 O v S?S°p�,44 ` \ ` FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL UNPLATTED O 24 P5 E 333.31,\ + -1L - - - - - FACILITY OR EXPANSION THEREOF." _ O 26 O O O 27 w 7 10 = 28 S75°07'44"E ° 12. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT a SPr g ree O 29 30 25.80 I I CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR N O Og 11 t \ O I25 CHUKAR RIDGE SUBDIVISION FILED AS INSTRUMENT RECORDS OF ADA COUNTY, IDAHO o v °' a --f - - - - AS AMENDED FROM TIME TO TIME. z o co Z - - m O co (D 12 1 3 Block 4 w ~ 13. LOT 39, BLOCK 2 IS PROPOSED FOR AN IDAHO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PARCEL, a 31 Co 30.00' M z o NMID EASEMENT I N a TO BE DEEDED IN THE FUTURE. N Ion z c O O O O 32 M 3 I I co`D M o 14. THIS SUBDIVISION IS SUBJECT TO AN EXISTING ADA COUNTY HIGHWAY DISTRICT (ACHD) EASEMENT AS Om 14O a z I Cl) I ; N RECORDED IN INSTRUMENT No. RECORDS OF ADA COUNTY, IDAHO. O .a 33 37 N � 39 I - I � :) a � m 15. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD AS RECORDED IN INSTRUMENT No. m N � M O 4O 15 �c s ,� SEE NOTE 13 1 0 I co RECORDS OF ADA COUNTY, IDAHO. W.Achievement Street - .a 34 Q � a ° °" o 1 I o CD a O 16 R m "' W 16. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE HIGHEST - - - ( W Achievement St a 35 i i O KNOWN NORMAL GROUND WATER ELEVATION. O17 19 20 21 22 23 24 25 26 27 28 I N89°19'38"W I W ND Block 1 1 O O O O O O 36 25.00' —O O 18 — — BIOC 3 N89°19'38"W 363.11' I �� — — - - -o - - - - - � N89°19'38"W 1323.00, a '7880 0 — — SE 1/16 CORNER UNPLATTED I I EAST QUARTER CORNER �111-3-2020 0 SECTION 32 SECTION 32 qT P� T.4N., RAW., B.M. I I T.4N., RAW., B.M. E OF \� CP&F INSTR. NO.2016-120634 R.WA I , Ito MT H E CV SE CORNER � LAND Curve Table . SECTION 32 C'' N T.4N., RAW., B.M. o' C=) GROUP CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH CP&F INSTR. N0. C) C26 343.24' 12875.00' 1031139" 110600415211E 343.23' 2019-017187 S.32 S 33 _ _ _T_4 N, R_1 W. S.5 S.4 W. USTICK ROAD T. 3 N, R. 1 W. 462 East Shore Drive, Suite 100 C30 88.27, 12875.00' 0123'34" N05,07,1511E 88.27' I Eagle, ID 83616 PN 119192 SHEET 1 OF 4 Final Plat for Rmidge Curve Table Chukar Subdivision CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C9 31.40' 20.00' 89°57'41" S44°24'09"E 28.27' Legend 2021 C10 136.52' 75.00' 104'17'35" S52043'29"W 118.44' - - - SECTION LINE O LOT NUMBER FOUND BRASS OR ALUMINUM CAP MONUMENT,AS SHOWN C11 35.35' 25.00' 81°00'47" N34°37'20"W 32.48'5 OO FOUND 5/8"REBAR PLS 14216 OR AS SHOWN - - SUBDIVISION BOUNDARY LINE NMID NAMPA MERIDIAN IRRIGATION DISTRICT C12 70.61' 45.00' 89°54'21" S44022'29"E 63.59' Oo SET 5/8"X24" REBAR WITH PLASTIC CAP, PLS 7880 RIGHT-OF-WAY LINE C13 31.43' 20.00' 90002'19" S45°35'51"W 28.29' INTERIOR LOT LINE C14 27.10, 67.00' 23°10'37" S12°10'00"W 26.92' �326 /jam \ o SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 - G C15 31.52' 67.00' 26057'02" S37013'49"W 31.23' °26Q6i/i \ CENTERLINE N66 Qo CALCULATED POINT, (NOTHING SET) C \ \ - - - - ADJACENT LOT LINE C16 40.35' 67.00' 34°30'35" S67°57'38"W 39.75' RM REFERENCE MONUMENT\ - - - - - - - - - EASEMENT LINE C17 22.98' 67.00' 19°39'21" N84°57'24"W 22.87' ` \ - - TIE LINE C18 43.40' 51.50' 48'1719" S24°43'21"W 42.13' \ 0 50, 100, C19 26.43 20.00 75 42 25 N37 16 31 W 24.55 C20 50.34' 51.50' 56'00'16" S76°52'08"W 48.36' \ \ \ SCALE: 111 = 50' C21 36.41' 20.00' 104°17'35" S52043'29"W 31.58' 40,12' \ ft..42 OT \ See Sheet 1 for Notes C22 28.28' 20.00' 81 000'47" N34037'20"W 25.98' / °O$gO \ 66.56, \ C23 29.60' 20.00' 84°47'17" N48°16'42"E 26.97' 63 / o � co - 40.00 \ \ C24 33.74' 21.50' 89°54'21" S44°22'29"E 30.38' of � co ` I r r N o 6 4O.O0, �.; \ \ S�4"F 1 C C25 33.24' 20.00' 95°12'43" N41°43'18"W 29.54' N 10 N 11 w 12 w o 40 p0, \ \ \296 06 O M 13 40.pp, \ ` C26 343.24' 12875.00' 1031'39" NO6004'52"E 343.23' M M _ EXISTING SEWER 0 0 o M 14 4p.00 �EE1' �� \ \ \ EASEMENT TO BE VACATED \ \ C30 88.27' 12875.00' 0°23'34" N05°07'15"E 88.27' CD CD O z z z _ 15 "' 40.pp, s o 400O, \ \ �` �EESHEETI \ \ 0 16 o 40 °�'44„ FOIlO'T 9a _ \ I 6 C17 174 co 0 0 17 o' 0 8�0 pp, 4p W 9p4.6g, DIMENSIONS \ \ co 20.00' 40.00' 40.00' O 39. o 18 "? Ck 2 0p' SOO°34'42"W S89°23'36"E 100.00' 7g 4Q p p o 19 co 0 4000, 38 \ \ \ \ \ o 30.03' O h S38°49'00"E 6.38' 4 p 0 , s o 0 o L \ 50 pO, 33 , \ 0 ° 20 3 .32\ co 20.00 85.41 �6� 9� 0 4p 0 , co s 21 `j 40.00, S89025'18"E 105.41' 0� so N ° 40 p p N 22 4QOp' \ o v �� N O 0 4p v 39 o O z,�0 C2O 15 cv 4000, N 23 o 0 Op 4 p ` o �, 40. CO o, 24 o Op ` S89°25'18"E 100.00' ; / N85022'24"W 82.97' r24.58 \ °p 4000, U, o' O 400 ,0 w ° 25 T `� 4O.00, co 26 3 0 0 40.00, \ ` o; O7 O o 10 cj9 M �5�5°0�44„ 636 y3, 40'0p' cq o 27 1.: 65 g4, o 7.41 + v 7.18' N W. F 554 50co 0" 28 o S89°25'18"E 100.00' 23.5' 23.5' N8 °2 ' ° 23.5 I SPR/r'�E,ST �, °0 � °" O co 29 9 518 W 100.00 N89 2518 W 100.00, VcL BEET 40.00� "Q _o Cl)I o O CD O o 11 0 23.5' 15.46' \ 40.pp, CO N 30 ° C o v S89°25'18"E 100.00' 395.78, 4 .pp, C cr CO o U o 324 O 1 40 00 N z S89°25'18"E 100.00' � u+ \ ,.� 9 � o N 8. 4 �`P; N89°25'18"W 100.00' N89°25'18"W 100.00, a o 310 6 N o W o co o Block 4 o Y oo � O o0 12 o cc I� 6 O � ° ^ ° 4Q00, SEE SHEET 1 o c' 5 6 6' 0 4j Cl? 5 07' 19 FOR LOT 39 o o O _ � o• r S89 2518E 100.00 0 - N89°19'40"W 160.00" o N7 44'W 86, 00 r cv C� M gO.93, DIMENSIONS I m S89°25'18"E 100.00' W N H N o 40.00' 40.00' 40.00' 40.00' >> 31 S14°56'57"W Cl) a M N89°25'18"W 100.00' ao N89°25'18"W 100.00, o "T o o O o o0 0 o O M ti O o �� ° N7 ° 86.14 30.00 z o o rn o 0 0 0 � Co o v `J 23.5' S O�'44'�y 15.10 cn o O oo u�+ l ti v O oo M 13 T z o ui o b o 0 0 23.5' 1Oy 1� 39 v 4 o ac N v w o c" r S89°25'18"E 100.00' o o "' '� 1' O 1-t 24' M N N v' o 0 0 0 4 �, 00 � 32 W S89°25'18"E 100.00' z co � N89°25'18"W 100.00' M N89°25'18"W 100.00' o !D: O5 6 O7 O Cl) W N I CO M o CO O N O N T N r M 0 o z O o o - o 0 0 O a r y I oo O o o ca o 14 0 N 0 o - Y o _o o S89°25'18"E 100.00' � o 0 0 0 '�. N84°06'S7" 37 0° 23.5' ° 23.5' LU o c" Cn N o W 100.00' W S89°25'18"E 100.00' ° ° C' c" a ;� 33 0 N89 2518 W 100.00 N89 2518 W 100.00 0 `��' 133.96' 40.00' 40.00' 40.00' 40.00' 13.18' 1 'j g CC) � vo W �Z1AL' `9 ED cD CD0 0 2 0 0 4 00 15 Cj� � 307.14' N M � ��1�� \ TER O O O S \ N ° N a M C o N84°06'57"W 100.00' � N � W10 SA° _ _ _ S89 19 40 E 346.86' z o ° o 23.5' 23.5' 3S�25,, o W.ACHIEVEMENT STREET °° � `r 34 o N o a '7880 � O S89°25'18"E 100.00' o N89°25'18"W 100.00' N89°25'18"W 100.00' q F 10 o W ccT 1-3-2020 � o o N O b N 332.17' z o s o ° M Q JYd,gTF OF N89°22,59"W 89 99 16 40.00' 40.00' 40.00' 40.00' 52.17' 40.00' 40.00' 40.00' �, o N84°06'51 100.00, 7 �' �� 'T O o R.WAIL'' co W ACHIEVEMENT ST c, N89°25'18"W 100.00' N89°25'18"W 100.00, N o 0 0 0 5.43' 23.5' 23.5' 35 o z _Lq lA �? O� O N V� co N89°22'59"W 133co LO .50' - o 0 2 0 17 o N o _o _o 0 0 0 0 0 28 ° i1 - THE o � � � � M 19 N 20 � 21 � � 23 � � � T � � r N84 06'57"W 100.00' r� / 1�►i o � � � 22 � � 24 N 25 N 26 � 27 N o T � � LAN D 90.01' N . N89025'18"W 100.00' N89°25'18"W 100.00' zoM M co o 0 o v a 36 0 O Cg 6 M v o 0 00 00 00 0 0 o S89 19 39 E 100.42' o GROUP Block 1 1 23.5' 23.5' O o 18 M cr' cn cn cn U) � o con ° `* co Block 3 N 1 a.o7 110_00' 14.24' / o 100.00' _ _ _100.00, 30.00' 40.00' 40.00' 40.00' 40.00' _ 52.00' _40.00' 40.00' 40.00' _ 47 0' N_ _ 150.62' 363.11' 462 East Shore Drive, Suite 100 o - - - - - _ _ SE 1/16 CORNER SECTION 32 N89°19'38"W 1323.00, ° - Eagle, ID 83616 T.4N., RAW., B.M. UNPLATTED PN 119192 SHEET 2 OF 4 Final Plat for Chukar i e Subdivision Certificate of Owners 2021Certificate of Surveyor KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT DESCRIBED AS FOLLOWS: THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO A PARCEL OF LAND LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32,TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE CODE RELATING TO PLATS AND SURVEYS. MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 32 OF SAID TOWNSHIP 4 NORTH, RANGE 1 WEST; THENCE SOUTH 00°32'39"WEST,A DISTANCE OF 2633.70 FEET ON THE EAST LINE OF SAID SECTION 32 TO THE EAST ONE QUARTER CORNER OF SAID SECTION 32, SAID POINT BEING THE POINT OF BEGINNING; LANIj THENCE NORTH 89'19'38"WEST,A DISTANCE OF 1323.00 FEET(FORMERLY DESCRIBED AS 1322.91 FEET) ON THE EAST-WEST MID-SECTION LINE OF SAID SECTION 32; THENCE NORTH 00'34'42"EAST, A DISTANCE OF 629.46 FEET (FORMERLY DESCRIBED AS 629.58 FEET) ON THE NORTH-SOUTH 1/16TH SECTION LINE OF THE w 7880 NORTHEAST QUARTER OF SAID SECTION 32; 11-3-2020 THENCE NORTH 66'26'46"EAST, A DISTANCE OF 73.26 FEET; `s� �� THENCE SOUTH 75'07'44"EAST, A DISTANCE OF 1296.06 FEET (FORMERLY DESCRIBED AS 1295.96 FEET)TO A POINT ON THE EAST LINE OF SAID SECTION 32; �`� ,5 E OF THENCE SOUTH 0012'39"WEST,A DISTANCE OF 341.62 FEET (FORMERLY DESCRIBED AS 341.82 FEET) ON THE EAST LINE OF SAID SECTION 32 TO THE POINT R.WA OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 15.42 ACRES MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION. INVESTMENT ANALYTICS GROUP, LLC,AN IDAHO LIMITED LIABILITY CORPORATION BY: TITLE Acknowledgment STATE OF ) ) S.S. COUNTY OF ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED KNOWN OR IDENTIFIED TO ME TO BE THE OF INVESTMENT ANALYTICS GROUP, LLC, AN IDAHO LIMITED LIABILITY CORPORATION AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. NOTARY PUBLIC FOR IDAHO _ RESIDING IN T H E LAND MY COMMISSION EXPIRES • - G R O U P 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 119192 SHEET 3 OF 4 Final Plat for Chukar i e Subdivision Approval of Central District Health 2021Certificate of County Surveyor SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE,TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE I,THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. COUNTY SURVEYOR CENTRAL DISTRICT HEALTH PLS DATE Approval of Ada County Highway District Certificate of the County Treasurer THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS I,THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308 DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY ON THE DAY OF INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY. PRESIDENT DATE COUNTY TREASURER Approval of City Engineer County Recorder's Certificate I,THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. STATE OF IDAHO) ) S.S. COUNTY OF ADA) I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. AT MINUTES PAST O'CLOCK M., ON THIS DAY OF IN CITY ENGINEER BOOK OF PLATS AT PAGES THROUGH INSTRUMENT NO. DEPUTY EX-OFFICIO RECORDER FEE: Approval of City Council I,THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK, MERIDIAN, IDAHO L T F�s� % = T H E 7880 LAND a 11-3-2020 mdmhg - G R 0 U P sT X �� TE OF �pP � SR.WA 462 East Shore Drive, Suite 100 Eagle, ID 83616 PN 119192 SHEET 4 OF 4 THE LAND GROUP Chukar Ridge Subdivision 4005 N. McDermott Road, Meridian, ID Storm Drain Management & Engineering Drainage Report Developer Investment Analytic Group, LLC Engineer The Land Group, Inc. 462 East Shore Drive, Suite 100 ��lON T E� G Eagle, Idaho 83616 c� G�S Contact: Jason Densmer, PE Ph: 208.939.4041 109 1 ATE 0� TLG Project No. 119192 fq F ` ND 11/09/2020 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com Chukar Ridge Subdivision Meridian, ID Storm Water Management Report Site Description & Report Purpose The Chukar Ridge Subdivision is located at the west McDermott Road in Meridian ID. The project is a subdivision consisting of single-family residential lots. This report analyzes the proposed storm drain facilities to be constructed by the project and confirms the adequacy of these systems to serve the needs of the project. Construction documents of the improvements have been prepared and show final details necessary for construction. Proposed Post-development Drainage Basins Appendix A provides an overview of the proposed drainage basins. The entire single family residential area consists of a single drainage basin. Improvements to the McDermott Road frontage comprise a small, secondary basin. On-Site Drainage System Description & Areas The project will develop a system of permeable pavers within the ACHD Right-of-way to collect and store storm water runoff. The permeable paver area will be constructed per ACHD's requirements and standards.Stormwater collected and retained in the system will infiltrate into the soils underlying the site. Off-Site Drainage System Description & Area The project will develop a drainage Swale along McDermott road to collect and store storm water runoff. The swale will be constructed per ACHD's requirements and standards.Stormwater collected and retained in the system will infiltrate into the soils underlying the site Developed Storm Volume The drainage systems have been designed in accordance with current ACHD policies and per their published design calculation spreadsheets. These use a 100-year design storm. The drainage calculations prepared using ACHD's spreadsheets are provided in Appendix B. The calculations presented in this report show that the proposed facilities are adequately sized to accommodate the expected storm water runoff from the site. 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 • thelandgroupinc.com Chukar Ridge Subdivision Meridian, ID Storm Water Management Report Appendix A Site Drainage Areas 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com THE LAND - GROUP ESN/ � \ Ew�� � \� \\ \ �X� I I� I Ew x� I XIcc i \\ � X EG � EIA, \ \\ \\ \x�x_ I Imo+ EG \\\\ Ew� x E W� EG Eby i X \EG\E\\EGA\\\\ WEST LAZY DIAMOND C LANE i I D EG \\ \ Ew \ �. lFE ag x� \\_ \\_ ��E YD,a o w WI , IFG EG\\ EG�\ 4f c lane \ X�x\ I `� \\ EG ad X� Z: - G \\ den p x� \\ I I FACILITY / , \FG \ ra�nx� \ UJ w csl 1 / l / EG \\�G \\\\ �� X� \ X \ X�X I I m� L � - 31177 SF \\ \�Ew Driveway A M l l Ec\\\_EG _ Ew E� X�X I c c� EG w WI � EW X r — / EG \ \\ \\ \\ — +--X 8ss O FACILITY EG v� IM w wl � R �, / / \EG \\\\ \ \ f FACILITY ._,, 8„ 1 / / �EG�\,�\\� i m �; - R 44453 SF a \ �\\\ I I cz cs — b I EG — TI �� W L J J \ - I 12743 SF ���,,, �� ,, I � F 1 8'-ss � \ G y \ � I x LL \\ \ FACILITY _ i �1� \ Cc 1 FACILITY - — cc , \ I I x W w CD FACILITY a FACILITY 1 a IJ CZ 1 1 7477 SF I II x Q I I 29434 SF — — 0 I I� ' I I I � 28724 SF 14473 SF SWALE 1 I I I x �+ - - - Imo— FACILITY w WI — 1 6711 SF o a x p E ` 8W 17535 SF � I , I I I o I CD FACILITY 8"SS $ S I � 0- --------------- - �� oz _ � R/W , �, 1 � — � I I ----- II I Q °° — — FACILITY _ c� I x 1�+Fi z+nn g�W 14+00 W Achievement St I— 33720 P F ,� I I I � to s"SS I� 1 I� 00, I I i i i x CIO) w - - - - --------------- I I I 19810 SF 7 ICL � ' II I � x i IIRR I I Revisions 1 I IRR I I �lB X � 12". I 12"GIRR 12"GIRR 1. PI LEI P — LA 2'PIRR _X " IRR X 2"PIX I I I � I I cs - A _ CE 1/16 CORNER = SECTION 32 A = TAN., R.1W., B.M. o = N - A - O = M - Project No.: 119192 Date of Issuance: 10.28.2020 Project Milestone: AGENCY SUBMITTAL Exhibits Drainage Map ME =_� Draina a Ma 60' 120' �a g p Horizontal Scale: 1" = 60' EX 01 ��o Chukar Ridge Subdivision Meridian, ID Storm Water Management Report Appendix B Drainage Calculations 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com ACHD Calculation Sheet for Finding Peak Discharge/Volume-Rational Method NOTE:This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology.These calculations shall establish a minimum requirement.The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. rge Rate using th r post-developm Calculate Post-Development Flows(for pre-development flows,increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name Chukar Ridge Subdivision 2 Is area drainage basin map provided? YES (map must be included with stormwater calculations) 3 Enter Design Storm(100-Year or 25-Year With 100-Year Flood Route) 100 4 Enter number of storage facilities(25 max) 5 Click to Show More Subbasins ❑ Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 Subbasin 6 7 8 9 30 5 Area of Drainage Subbasin(SF or Acres) SF 12,743 31,177 29,434 28,724 33,720 14,473 7,477 44,453 17,535 19,810 Acres S.SO 6 Determine the Weighted Runoff Coefficient(C) 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 C=[(C1xA1)+(C2xA2)+(CnxAn)]/A Weighted Avg 0.50 7 Calculate Overland Flow Time of Concentration in Minutes(Tc)or use default 10 user Calculate min i0 Min. Estimated Runoff Coefficients for Various Surface Type of Surface Runoff Coefficients"I 8 Determine the average rainfall intensity(i)from IDF Curve based on Tc i 2.58 in/hr Business Downtown areas 0.70-0.95 9 Calculate the Post-Development peak discharge(ClPeak) QPeA 7.09 CfS Urban neighborhoods 0.50-0.70 Residential 10 Calculate total runoff vol(V)(for sizing primary storage) V 9,503 ft Single Family 0.35-0.50Multi-family 0.60-0.75 V=Ci(Tc=60)Ax3600 Residential(rural) 0.25-0.40 11 Calculate Volume of Runoff Reduction Vrr Apartment Dwelling Areas 0.70 Industrial and Commercial Enter Percentile Storm I(95th percentile=0.60 in) 95th 0.60 in Light areas 0.80 Enter Runoff Reduction Vol(95th Percentile=0.60-in x Area x C) Vrr 5,939 W Heavy areas 0.90 12 Detention:Approved Discharge Rate to Surface Waters(if applicable) cfs Parks,Cemeteries 0.10-0.25 Playgrounds 0.20-0.35 Railroad yard areas 0.20-0.40 13 Volume Summary Unimproved areas 0.10-0.30 Surface Storage:Basin Streets Asphalt 095 Basin Foreba V 950 ft' . Y Concrete 0.95 Primary Treatment/StorageBasin V 8,552 ft' Brick 0.95 Subsurface Storage Roofs 0.95 Gravel Volume Without Sediment Factor(See BMP 20 Tab) V 9,503 ft' Fields:Sandy soil Soil Soil Type Slope A B C D Flat:0-2% 0.04 0.07 0.11 0. Average:2-6% 0.09 0.12 0.15 0. Steep:>6% 0.13 0.18 0.23 0. Adapted from ASCE G:\2019\119192\CAD\Calcs and Reports\119192 ACHD_SD_CALCS pavers.xlsm 10/26/2020,7:16 AM Version 10.5,November 2018 ACHD Calculation Sheet for Permeable Interlocking Concrete Pavers (PICP) NOTE:This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement.The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. User input in yellow cells. 1 Project Name Chukar Ridge Subdivision Runoff Calculations 1 Design Storm 100 Link to:LQ,V 2 Weighted Runoff Coefficient C 0.50 QV2 QV3 3 Area A(Acres) 5.50 acres QV4 4 Approved Discharge Rate(if applicable) 0.00 cfs QV5 Q,V TR55 5 Design Volume V 9,503 ft3 Paver&Aggregate Details 6 Enter Total Paver Area Length L 420.00 ft 7 Enter Total Paver Area Width W 29.00 ft 8 Total Paver Area A 12,180 ft2 9 Paver Joint Opening Area per Manf.Spec 0.10 Assume 0.10 10 Depth of Storage Stone 2.00 ft 11 Void Factor of Storage Stone(0.4 Max) 0.40 12 Available Storage in Paver Aggregate VAvaii 9,744 ft, 13 Does Aggregate Have Storage Capacity?Vavail V YES Infiltration 14 Subgrade Infiltration Rate From Soils Report 8.00 in/hr 15 Time to Infiltrate -hrs Aggregate in/hr 16 Joint Aggregate Infiltration Rate:#8 Stone 500 in/hr #8 Stone 500.00 Peak Discharge 17 Time of Concentration Tc 10 min 18 Peak Q QStorm 7.09 cfs 19 Capacity of Paver Joints QPeak_Pavers 14.10 cfs 20 oints Take Peak Flow? OK G:\2019\119192\CAD\Calcs and Reports\119192 ACHD_SD_CALCS pavers.xlsm 10/26/2020,7:17 AM Version 10.0,May 2018 ACHD Calculation Sheet for Finding Peak Discharge/Volume-Rational Method NOTE:This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology.These calculations shall establish a minimum requirement.The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. rge Rate using th r post-developm Calculate Post-Development Flows(for pre-development flows,increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name Chukar Ridge Subdivision,Facility 5 2 Is area drainage basin map provided? YES (map must be included with stormwater calculations) 3 Enter Design Storm(100-Year or 25-Year With 100-Year Flood Route) 100 Click to Show More Subbasins ❑ Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 Subbasin 6 7 8 9 10 5 Area of Drainage Subbasin(SF or Acres) SF 6,711 Acres 0.15 6 Determine the Weighted Runoff Coefficient(C) 0.50 0.50 C=[(C1xA1)+(C2xA2)+(CnxAn)]/A Weighted Avg 0.50 7 Calculate Overland Flow Time of Concentration in Minutes(Tc)or use default 10 user calculate min 10 Min. Estimated Runoff Coefficients for Various Surface Type of Surface Runoff Coefficients"I 8 Determine the average rainfall intensity(i)from IDF Curve based on Tc i 2.5F0.6Oin Business Downtown areas 0.70-0.95 9 Calculate the Post-Development peak discharge(QPeak) Qpe,k 2Urban neighborhoods 0.50-0.70 Residential Single Family 0.35-0.50 10 Calculate total runoff vol(V)(for sizing primary storage) Multi-family 0.60-0.75 V=CI(Tc=60)Ax3600 Residential(rural) 0.25-0.40 11 Calculate Volume of Runoff Reduction Vrr Apartment Dwelling Areas 0.70 Industrial and Commercial Enter Percentile Storm I(95th percentile=0.60 in) 95Light areas 0.80 Enter Runoff Reduction Vol(95th Percentile=0.60-in x Area x C) Vrr 166 ft' Heavy areas 0.90 12 Detention:Approved Discharge Rate to Surface Waters(if applicable) cis Parks,Cemeteries 0.10-0.25 Playgrounds 0.20-0.35 Railroad yard areas 0.20-0.40 13 Volume Summary Unimproved areas 0.10-0.30 Surface Storage:Basin Streets Basin Foreba V 27 ft` Asphalt 0.95 Y Concrete 0.95 Primary Treatment/StorageBasin V 240 ft' Brick 0.95 Subsurface Storage Roofs 0.95 Volume Without Sediment Factor(See BMP 20 Tab) V 266 ft' Gravel 0.75 Fields:Sandy soil Soil Type Slope A B C D Flat:0-2% 0.04 0.07 0.11 O. Average:2-6% 0.09 0.12 0.15 O. Steep:>6% 0.13 0.18 0.23 O. Adapted from ASCE G:\2019\119192\CAD\Calcs and Reports\119192 ACHD_SD_CALCS.xlsm 10/26/2020,7:20 AM Version 10.5,November 2018 ACHD Calculation Sheet for Sizing Bioswales & Borrow Ditches NOTE:This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement.The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. User input in yellow cells. 1 Project Name Chukar Ridge Subdivision,Facility 5 2 Enter number of Bioswales/Borrow Ditches(25 max) 1 3 Design Storm 100 Weighted Runoff Coefficient C 0.50 Link to: Q,v 4 Area A(Acres) 0.15 acres Q,V2 QV3 Approved discharge rate for the given storm(if applicable) 0.00 cfs QV4 5 Design Vol With 0%Sed for Swales V 266 ft3 fQ,Vs 6 Length of Swale 251 ft 7 Infiltration Window?(Note:infiltration required if Longitudinal Slope<10%) Design Infiltration Rate 8.00 in/hr 8 Infiltration Window Width 0.75 ft 9 Set Swale Bottom Width b 0.75 ft 10 Set Swale Top Width 7.00 ft 11 Set Swale Depth y 0.50 ft 12 Swale Side Slopes H:1 Sxs 4.00 13 Calculate cross-sectional area Axs 1.38 ft' Axs=Y zz+by 14 Total Swale Capacity Without Driveways 345 ft3 15 Does it Have Capacity? OK 16 Time to Drain 2.1 hr 90%volume in 48-hours minimum OK Check Swale With Driveways 17 Avg.Driveway Fill Slope in Swale (H/V) ft/ft 18 Enter Total Number of Driveways ea 0.0 ft3 Deduct driveway slope 19 Enter Total Length of all Driveways ft 0.0 ft3 Deduct driveway length 20 Lost Swale Length From Trees,etc. ft 0.0 ft3 Deduct other 21 Adjusted Length of Infiltration Area 0.0 ft 22 Excess Capacity=Storage-Deductions-Runoff Volume (266.2) ft3 23 Is Capacity Good? 24 Time to Drain 0.0 hr 90%volume in 48-hours minimum OK G:\2019\119192\CAD\Calcs and Reports\119192 ACHD_SD_CALCS.xlsm 10/26/2020,7:21 AM Version 10.0,May 2018 Chukar Ridge Subdivision Meridian, ID Storm Water Management Report Appendix c Project Geotechnical Report 462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com GEOTECHNICAL EVALUATION FOR "SPRIGGLE PARCEL SUBDIVISION" — AN 1 1.5+ ACRE RESIDENTIAL DEVELOPMENT LOCATED AT THE SOUTHWEST CORNER OF THE NORTH MCDERMOTT ROAD AND WEST LAZY DIAMOND C LANE INTERSECTION, MERIDIAN, IDAHO February 1 1, 2020 GTI-Project No. 2097-ID Prepared For: LASHER ENTERPRISES 3327 N Eagle Road Meridian, ID 83642 GeoTek, Inc. TABLE OF CONTENTS SCOPEOF SERVICES.......................................................................................................................................... SITEDESCRIPTION.............................................................................................................................................2 PROPOSEDDEVELOPMENT............................................................................................................................2 FIELDSTUDIES......................................................................................................................................................2 REGIONALGEOLOGY......................................................................................................................................2 SITESOILS..............................................................................................................................................................3 ArtificialFill ...................................................................................................................................................... 3 NativeAlluvial Soils........................................................................................................................................ 3 SURFACE & GROUND WATER......................................................................................................................4 TECTONIC FAULTING AND REGIONAL SEISMICITY............................................................................4 Secondary Seismic Constraints....................................................................................................................4 Summary:..........................................................................................................................................................4 RESULTS OF LABORATORY TESTING.........................................................................................................5 CONCLUSIONS...................................................................................................................................................5 RECOMMENDATIONS - EARTHWORK CONSTRUCTION.................................................................5 General ............................................................................................................................................................. 5 Demolition.......................................................................................................................................................5 Removals/Processing - General...................................................................................................................6 TransitionalPads.............................................................................................................................................6 ExcavationDifficulty.......................................................................................................................................7 FillPlacement...................................................................................................................................................7 ImportMaterial...............................................................................................................................................7 Observationand Testing............................................................................................................................... 7 GroundWater................................................................................................................................................8 EarthworkSettlements..................................................................................................................................8 RECOMMENDATIONS — FOUNDATIONS.................................................................................................8 General .............................................................................................................................................................8 Conventional Foundation Recommendations..........................................................................................8 FoundationSettlement..................................................................................................................................9 OTHER RECOMMENDATIONS.................................................................................................................... SiteImprovements........................................................................................................................................ I I Landscape Maintenance and Planting........................................................................................................ I I SoilCorrosion............................................................................................................................................... 12 TrenchExcavation........................................................................................................................................ 12 Onsite Utility Trench Backfill..................................................................................................................... 12 GeoTek, Inc. Drainage.......................................................................................................................................................... 12 PLANREVIEW..................................................................................................................................................... 13 LIMITATIONS...................................................................................................................................................... 13 Enclosures: Figure #I, Site Vicinity Map Figure #2, Site Exploration Plan Appendix A, References Appendix B, Test Pit Logs Appendix C, Field Test Results Appendix D, Laboratory Test Results GeoTek, Inc. GeoTek,inc. 320 East Corparar-e Drive 5ute 300 ME!ridian,ID 83642-351 1 (208)888-7010 (208) &M7924 www.800wh3l.rom February 11, 2020 Project No. 2097-ID LASHER ENTERPRISES 3327 N. Eagle Road, Ste. 1 10-135 Meridian, ID 83642 Attention: Mr. Brady Lasher Subject: Geotechnical Evaluation for "Spriggle Parcel Subdivision" — an 11.5± Acre Residential Development — Located Southwest of the North McDermott Road and West Lazy Diamond C Lane Intersection, Meridian, Idaho Dear Mr. Lasher, In accordance with your request, GeoTek, Inc. (GTI) has completed a geotechnical evaluation of the subject property for the construction of a single-family residential development with associated improvements. The purpose of our study was to evaluate the soils underlying the site and to provide recommendations for project design and construction based on our findings. This report outlines the geologic and geotechnical conditions of the site based on current data and provides earthwork and construction recommendations with respect to those conditions. SCOPE OF SERVICES The scope of our services has included the following: I. Review of soils and geologic reports and maps for the site (Appendix A). 2. Site reconnaissance. 3. Review of aerial photographs. 4. Excavating and logging of six (6) exploratory test pits (Appendix B). 5. Obtaining samples of representative soils, as the exploratory test pits were advanced. 6. Performing laboratory testing on representative soil samples (Appendix D). 7. Assessment of potential geologic constraints. 8. Engineering analysis regarding foundation design/construction,foundation settlement,and site preparation. 9. Preparation of this report. GEOTECHNICAL I ENVIRONMENTAL I MATERIALS SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 2 PROJECT NO. 2097-ID SITE DESCRIPTION The project site consists of an irregularly shaped parcel totaling approximately 1 1.5± acres that is generally bound by an irrigation lateral to the north, North McDermott Road to the east, and vacant agricultural land to the south and west (Figures I and 2). Currently, the property consists of vacant agricultural land and a single-family residence with associated improvements. Access to the site is currently possible from through North McDermott Road. From topographic maps,the site's elevation is approximately 2,515± feet to 2,530± feet above mean sea level. Historically, topography generally directs surface water to the north. PROPOSED DEVELOPMENT It is our understanding that site development would consist of performing typical cut and fill earthwork to attain the desired graded configuration(s) for the construction of a residential subdivision of one- to two-story detached single-family residential structures with associated improvements. It is further assumed that final site grade will be within 5 feet of existing site grade. FIELD STUDIES Subsurface conditions at the site were explored by using a rubber-tired backhoe. Six(6)test pits were advanced onsite. A log of each exploration is included with this report in Appendix B. Six (6) percolation tests were performed on the subject site as well as six (6) initial ground water measurements (Appendix C). Field studies were completed during January of 2020 by field personnel who conducted field excavation location mapping, logged the excavations, and obtained samples of representative soils for laboratory testing.The approximate locations of the explorations are indicated on the enclosed Site Exploration Plan (Figure 2). The Unified Soil Classification System (USCS) Classification was used to visually classify the subgrade soils during the field evaluation. REGIONAL GEOLOGY The subject site is situated within the Boise River Valley, which comprises the northwestern portion of the Snake River Plain physiographic province. The western portion of the Snake River Plain is aligned in a northwest-southeast direction and generally divides the Owyhee mountains to the south from the Central Idaho mountains toward the north (Wood and Clemens, 2004). The headwaters of the Boise River are located in the Central Idaho mountains east of Boise, Idaho. The river leaves the central mountains and enters the Snake River Plain near Barber and drains toward the west into the Snake River near Parma. The Owyhee mountains and the Central Idaho Mountains are composed predominantly of volcanic and igneous rocks. The western portion of the Snake River Plain is a northwest trending complex graben formed by extension and regional uplift along the northern boundary of the basin and range province (Wood and Clemens, 2004). The graben generally forms a basin which has been partially filled with younger sedimentary and volcanic rocks (Malde, 1991). The Boise River Valley is bounded on the northeast by the Boise Front,which is a northwest trending topographic high extending generally from Boise to Emmett, Idaho. The Boise Front consists of GeoTek, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 3 PROJECT NO. 2097-ID Cretaceous aged granitic and metamorphic rocks cut by Tertiary aged rhyolite and overlain with Miocene aged lake sediments (Wood and Clemens, 2004). These units have been cut by northwest trending faults which down drop these units toward the southwest. The faults also provide conduits for Quaternary aged basalt intrusions and flows (Malde, 1991). The depositional environment for the valley floor is dominantly lake laid deposits of sand, silt and clay. These materials were deposited during two periods of lake activity, one during the Miocene and the other during the Pleistocene. This valley infilling process has been subsequently truncated by down faulting within the valley ranging in height from a few feet to over 50 feet. Younger alluvium has been, and continues to be,transported dominantly by water and deposited on the basins gently sloping valley floor and within low-level flood plains. Portions of the alluvial deposits are being down cut by intermittent streams to the flood plain, and as a result stream terraces are being formed. SITE SOILS Artificial Fill Based on our field studies, some spread fills were observed along the perimeter of the site and around the existing structures. This fill is generally associated with the construction of the roadways, onsite structures, and the canal. This spread fill shall be considered artificial fill. Where observed in our test pits, the upper 12 inches of material has been disturbed and contains a moderate amount of organics and roots,this shall be considered artificial fill. Since much of the site has been disturbed, it should be anticipated that deeper fills may be encountered onsite. The "Artificial Fills" are loose and contain organics/roots and are not considered suitable for support of foundations. All artificial fill material should be removed as described in the "Removals" section of this report. Native Alluvial Soils Alluvial soils encountered generally consisted surficial layers of silts with sands, underlain by silty sands, poorly graded sands and poorly graded gravels with sand. The moisture content within the alluvial materials was generally moist near ground surface and moist to saturated at depth.The consistency of these soils ranged from soft to firm near surface and dense to moderately hard at depth. We anticipate that the onsite soils can be excavated with conventional earthwork equipment. Partially cemented layers of material were encountered in some of our excavations; however, we anticipate that the onsite soils can be excavated with conventional earthwork equipment equivalent to CAT D9R dozers and CAT 235 excavators. Special excavation equipment and techniques may be necessary dependent upon if harder materials are encountered during construction. After artificial fill is removed, the upper 12 inches of the alluvium will require, at a minimum, some removal and/or processing efforts to be considered suitable for the support of the proposed site improvements. Locally deeper processing/removals may be necessary. Refer to the "Recommendations Earthwork Construction" section of this report for specific site preparation recommendations. GeoTelc, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 4 PROJECT NO. 2097-ID SURFACE & GROUND WATER Ground water was encountered during our field investigation at a depth of 7.3' (TP-4) to 8.8' (TP-6) below existing ground surface. Irrigation laterals exist adjacent to the site and they transmit water on a periodic basis. Generally, irrigation ditches and canals will locally influence ground water during the irrigation season (i.e., April through October). If encountered,wet materials should be spread out and air-dried or mixed with drier soils to reduce their moisture content as appropriate for fill placement. Ground water is not anticipated to adversely affect planned development, provided that earthwork construction methods comply with recommendations contained in this report or those made subsequent to review of the improvement plan(s). GTI assumes that the design civil engineer of record will evaluate the site for potential flooding and set grades such that the improvements are adequately protected. These observations reflect conditions at the time of this investigation and do not preclude changes in local ground water conditions in the future from natural causes, damaged structures (lines, pipes etc.), or heavy irrigation. The groundwater monitoring results obtained are depicted in a table format in Appendix C. TECTONIC FAULTING AND REGIONAL SEISMICITY The site is situated in an area of active as well as potentially active tectonic faults, however no faults were observed during our field evaluation.There are a number of faults in the regional area,which are considered active and would have an affect on the site in the form of ground shaking, should they be the source of an earthquake. It is reasonable to assume that structures built in this area will be subject to at least one seismic event during their life, therefore, it is recommended that all structures be designed and constructed in accordance with the International Building Code (IBC). Based on our experience in the general vicinity, references in our library, field evaluation of the site, a Seismic Design Site Class Designation of `D' may be used for seismic design. Secondary Seismic Constraints The following list includes other potential seismic related hazards that have been evaluated with respect to the site, but in our opinion, the potential for these seismically related constraints to affect the site is considered negligible. * Liquefaction * Dynamic Settlements * Surface Fault Rupture * Ground Lurching or Shallow Ground Rupture Summary: It is important to keep in perspective that if a seismic event were to occur on any major fault, intense ground shaking could be induced to this general area. Potential damage to any settlement sensitive structures would likely be greatest from the vibrations and impelling force caused by the inertia of the structures mass than that created from secondary seismic constraints. Considering the subsurface soil conditions and local seismicity, it is estimated that the site has a low risk associated with the potential for these phenomena to occur and adversely affect surface improvements.These potential risks are no greater at this site than they are for other structures and improvements developed on the alluvial materials in this vicinity. GeoTelc, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 5 PROJECT NO. 2097-ID RESULTS OF LABORATORY TESTING Laboratory tests were performed on representative samples of the onsite earth materials in order to evaluate their physical and chemical characteristics.The tests performed, and the results obtained are presented in Appendix D. CONCLUSIONS Based on our field exploration, laboratory testing and engineering analyses, it is our opinion that the subject site is suited for development from a geotechnical engineering viewpoint. The recommendations presented herein should be incorporated into the final design, grading, and construction phases of development. The engineering analyses performed concerning site preparation and the recommendations presented below have been completed using the information provided to us regarding site development. In the event that the information concerning proposed development is not correct, the conclusion and recommendations contained in this report shall not be considered valid unless the changes are reviewed, and conclusions of this report are modified or approved in writing by this office. RECOMMENDATIONS - EARTHWORK CONSTRUCTION General All grading should conform to the International Building Code (IBC) and the requirements of the City of Meridian except where specifically superseded in the text of this report. During earthwork construction all removals, drain systems, slopes,and the general grading procedures of the contractor should be observed and the fill selectively tested. If unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and, if warranted, modified and/or additional recommendations will be offered. It is recommended that the earthwork contractor(s) perform their own independent reconnaissance of the site to observe field conditions firsthand. If the contractor(s) should have any questions regarding site conditions,site preparation, or the remedial recommendations provided,they should contact an engineer at GeoTek for any necessary clarifications prior to submitting earthwork bids.All applicable requirements of local and national construction and general industry safety orders,the Occupational Safety and Health Act, and the Construction Safety Act should be met. Demolition The following recommendations are provided as guidelines in the event that structures are encountered that are not intended to remain. I. All existing surface or subsurface structures (not intended to remain), within the area to be developed, should be razed and moved off site. 2. If a septic tank (to be abandoned or below a proposed improvement) is located within the project site, it is recommended that it be pumped out and, with few exceptions, likely removed. Any leach lines, seepage pits, or other pipes associated with this structure should also be removed or properly abandoned. GeoTelc, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 6 PROJECT NO. 2097-ID 3. If any wells are encountered, an attempt should be made to identify the owner and purpose of the well. Well abandonment should adhere to the recommendations provided by the Idaho Department of Water Resources, the Public Health Department, or any other government agencies. If the well is located in the area of a proposed structure, these recommendations should be reviewed by GTI and, if warranted,additional geotechnical recommendations will be offered. Removals/Processing - General Presented below are removal/processing recommendations for the various soils encountered on the project. Debris, vegetation, and other deleterious material should be stripped/removed from areas proposed for structural improvements. Based on a review of the exploratory logs and our site reconnaissance, after the artificial fill and deleterious material are removed (up to 12 inches where observed), a minimum removal/processing depth of 12 inches into alluvial materials should be accomplished across the site. If the left in place soils can be scarified to encounter a competent layer below; they may be processed in place; otherwise,they should be removed to competent material. Locally deeper removals/processing may be necessary based on the field conditions exposed. Since much of has been disturbed, it should be anticipated that deeper fills may be encountered onsite. We recommend that all deleterious soils be removed from beneath the foundations and building pads and replaced with a low expansive structural fill. The exposed ground surface should be moisture conditioned and compacted a minimum depth of 12 inches to provide uniform foundation support. Also, a minimum of 12 inches of compacted structural fill below the bottom of footings should be provided.A minimum relative compaction of 90 percent of the laboratory maximum modified density (ASTM D 1557) at a moisture content of optimum or above is necessary to generate any near surface settlements. Locally deeper removals/processing may be necessary based on the conditions exposed. Removal bottoms should be checked by a representative of GeoTek, Inc. to see if deeper removals are necessary. If existing improvements or property line restrictions limit removals, condition specific recommendations would be provided on a case-by-case basis. During earthwork construction, care should be taken by the contractor so that adverse ground movements or settlements are not generated affecting existing improvements. Transitional Pads Transitional pads are defined in this report as pads which are partially cut and partially fill.To mitigate some of the differential settlement which will occur on transitional pads,the cut side should be over- excavated/processed to a minimum depth equal to 2 feet below the bottom of the footings or to the depth of the fill,whichever is less. On transitional pads with more than 7.5 feet of fill, plans need to be reviewed by GTI and site-specific recommendations will be provided. GeoTek, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 7 PROJECT NO. 2097-ID Excavation Difficulty We anticipate that the onsite soils can be excavated with conventional earthwork. Seasonal conditions could cause wet soil conditions to occur onsite. Depending on the depth of cuts, it should be expected that special excavation and fill placement measures may be necessary. Wet materials should be spread out and air-dried or mixed with drier soils to reduce their moisture content to the appropriate level for fill placement. Frozen soils, if encountered, should be removed and allowed to thaw prior to any fill placement or construction. Removal bottoms should be checked by a representative of GTI to see if deeper removals are necessary. Fill Placement Subsequent to completing removals/processing and ground preparation, the excavated onsite and/or imported soils may be placed in relatively thin lifts (less than 8 inches thick), cleaned of vegetation and debris, brought to at least optimum moisture content, and compacted to a minimum relative compaction of 90 percent of the laboratory standard (ASTM D 1557). Import Material Potentially, soils will be imported to the site for earthwork construction purposes. A sample of any intended import material should first be submitted to GTI so that, if necessary, additional laboratory or chemical testing can be performed to verify that the intended import material is compatible with onsite soils. In general, import material should be within the following minimum guidelines: * Free of organic matter and debris. * Maintain less than 0.2 percent sulfate content. * Maintain less than 3.0 percent soluble material. * Maintain less than 0.02 percent soluble chlorides. * Maintain less than 0.2 percent sodium sulfate content. * Maintain a Plasticity Index less than 12 (i.e., low expansive). * One hundred percent passing the six-inch screen. * At least seventy-five percent passing a three-inch screen. * Maintain between 5 and 20 percent passing the No. 200 screen * Maintain at least 20 percent on No. 4 screen Observation and Testing During earthwork construction all removal/processing and the general grading procedures should be observed, and the fill selectively tested by a representative(s) of GTI. If unusual or unexpected conditions are exposed in the field,they should be reviewed by GTI and if warranted, modified and/or additional recommendations will be offered. GeoTelc, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 8 PROJECT NO. 2097-ID Ground Water Ground water was encountered during our field investigation at a depth of 7.3' (TP-4) to 8.8' (TP-6) below existing ground surface. Based on site conditions in the future, a transient high ground water condition could develop over a clay or less permeable layer and this condition could generate down gradient seepage. The possible effect these layers could have on this and adjacent sites should be considered and can best be evaluated in the field during grading. If warranted by exposed field conditions, it may be recommended that a drainage system be established to collect and convey any subsurface water to an appropriate location for drainage. Typically, potential areas of seepage are difficult to identify prior to their occurrence; therefore, it is often best to adopt a "wait and see" approach to determine if any seepage conditions do develop, at which time specific recommendation to mitigate an identified condition can be provided. Earthwork Settlements Ground settlement should be anticipated due to primary consolidation and secondary compression. The total amount of settlement and time over which it occurs is dependent upon various factors, including material type, depth of fill, depth of removals, initial and final moisture content, and in-place density of subsurface materials. Compacted fills,to the heights anticipated, are not generally prone to excessive settlement. However, some settlement of the left-in-place alluvium is expected, and the majority of this settlement is anticipated to occur during grading. RECOMMENDATIONS — FOUNDATIONS General Foundation design and construction recommendations are based on preliminary laboratory testing and engineering analysis performed on near surface soils. The proposed foundation systems should be designed and constructed in accordance with the guidelines contained herein and in the International Building Code. Based on our experience in the area, the soils onsite should have a negligible corrosive potential to concrete and metal, materials selected for construction purposes should be resistant to corrosion. Where permitted by building code, PVC pipe should be utilized. All concrete should be designed, mixed, placed, finished, and cured in accordance with the guidelines presented by the Portland Cement Association (PCA) and the American Concrete Institute (ACI). Based on our grading recommendations,the soils beneath the foundations are anticipated to have low expansion potential. Therefore, foundation recommendations for low expansive soil conditions are provided below. If more expansive soils are encountered, the pad(s) will either need to be regraded and the more expansive soils removed by the contractor—or increased foundation recommendations will need to be provided. Conventional Foundation Recommendations Column loads are anticipated to be 50 kips or less while wall loads are expected to be 3 kips per linear foot or less. The conventional recommendations provided are from a geotechnical engineering perspective (i.e.,for expansive conditions) and are not meant to supersede the design by the project's structural engineer. GeoTek, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 9 PROJECT NO. 2097-ID Preliminary recommendations for foundation design and construction are presented below. The specific criteria to be used should be verified on evaluation of the proposed buildings,structural loads, and expansion and chemical testing performed after grading is complete. The bearing values indicated are for the total dead, plus frequently applied, live loads and may be increased by one third for short duration loading which includes the effects of wind or seismic forces. When combining passive pressure and friction for lateral resistance,the passive component should be reduced by one-third. A grade beam, reinforced as below and at least 12 inches wide, should be utilized across all large entrances. The base of the grade beam should be at the same elevation as the bottom of the adjacent footings. Footings should be founded at a minimum depth of 24 inches below lowest adjacent ground surface as required by local codes to extend below the frost line. Reinforcement for spread footings should be designed by the project's structural engineer. For foundations systems including a crawl space, it is recommended that it be designed so that water is not allowed to penetrate the crawl space. Proper grading and backfill for the foundations are critical and should adhere to the"fill placement"and "drainage" recommendations of this evaluation as well as local building codes. Soil Minimum Allowable Passive Maximum Footing Expansion Footing Bearing Coefficient Earth Earth Type Depth Pressure of Friction Pressure Pressure Classification (inches) (psf) (psf/ft) (psf) Strip/Spread Low 24 2,000 0.35 250 3,000 The coefficient of friction and passive earth pressure values recommended are working values. Strip footings should have a minimum width of one foot and spread footings should have a minimum soil to concrete area of four-square feet. Increases are allowed for the bearing capacity of the footings at a rate of 250 pounds per square foot for each additional foot of width and 250 pounds per square foot for each additional foot of depth into the recommended bearing material, up to a maximum outlined. If the bearing value exceeds 3,000 psf, an additional review by GTI is recommended. As mentioned earlier,the exposed ground surface should be moisture conditioned and compacted a minimum depth of 12 inches below bottom of footings. Foundation Settlement Provided that the recommendations contained in this report are incorporated into final design and construction phase of development, total settlement is estimated to be less than one inch and differential settlement is estimated to be less than 0.75 inches for a 25-foot span. Two-way angular distortions due to settlements are not estimated to exceed 1/400. The structures should be loaded uniformly so as to avoid any localized settlements. GeoTelc, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 10 PROJECT NO. 2097-ID PAVEMENT SECTIONS Pavement sections presented in the following table are based on an R-value result of 10, Ada County Highway District Development(ACHD) pre-assigned traffic index(s)for residential construction and estimated traffic index(s) for commercial construction, and the guidelines presented in the latest edition of the ACHD Development Policy Manual. These pavement sections are presented for planning purposes only and should be verified based on specific laboratory testing performed subsequent to rough grading of the site. Pavement Construction and Maintenance All section changes should be properly transitioned. If adverse conditions are encountered during the preparation of subgrade materials, special construction methods may need to be employed. All subgrade materials should be processed to a minimum depth of 12 inches and compacted to a minimum relative compaction of 90 percent near optimum moisture content. All aggregate base should be compacted to a minimum relative compaction of 95 percent at optimum moisture content. r. - - MINIMUM MINIMUM AGGREGATE ASSUMED TRAFFIC SUBGRADE ASPHALT THICKNESS (in.) RIGHT-OF-AWAY R-VALUE CONCRETE Aggregate Subbase THICKNESS Base (3/4" (in.) minus)* (Pitrun)* Residential Normal Traffic 10 2.5 4.0 12.0 TI = 6.0 Collector Normal Traffic 10 3.0 6.0 16.0 TI = 8.0 = J *Aggregate Base and Subbase gradation specification requirement per the current edition of the Idaho Standards for Public Works Construction (ISPWC) Manual. Asphalt mix design shall meet the requirements of ISPWC, Section 810 Class III Plant mix. Materials shall be placed in accordance with ISPWC Standard Specifications for Highway Construction. The recommended pavement sections provided are meant as minimums. If thinner or highly variable pavement sections are constructed, increased maintenance and repair should be expected. If the ADT (average daily traffic) or ADTT (average daily truck traffic) increases beyond that intended,as reflected by the traffic index(s) used for design, increased maintenance and repair could be required for the pavement section. Positive site drainage should be maintained at all times.Water should not be allowed to pond or seep into the ground. If planters or landscaping are adjacent to paved areas, measures should be taken to minimize the potential for water to enter the pavement section. GeoTek, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE I I PROJECT NO. 2097-ID OTHER RECOMMENDATIONS Site Improvements As is commonly known, expansive soils are problematic with respect to the design, construction and long-term performance of concrete flatwork. Due to the nature of concrete flatwork, it is essentially impossible to totally mitigate the effects of soil expansion. Typical measures to control soil expansion for structures include; low expansive soil caps, deepened foundation system, increased structural design,and soil presaturation. As they are generally not cost effective,these measures are very seldom utilized for flatwork because it's less costly to simply replace any damaged or distressed sections than to "structurally" design them. Even if "structural" design parameters are applied to flatwork construction,there would still be relative movements between adjoining types of structures and other improvements (e.g., curb and sidewalk). This is particularly true as the level of care during construction of flatwork is often not as meticulous as that for structures. Unfortunately, it is fairly common practice for flatwork to be poured on subgrade soils, which have been allowed to dry out since site grading. Generally, after flatwork construction is completed, landscape irrigation begins, utility lines are pressurized, and drainage systems are utilized; presenting the potential for water to enter the dry subgrade soils, causing the soil to expand. Recommendations for exterior concrete flatwork design and construction can be provided upon request. If, in the future, any additional improvements are planned for the site, recommendations concerning the geological or geotechnical aspects of design and construction of said improvements could be provided upon request.This office should be notified in advance of any fill placement,grading, or trench backfilling after rough grading has been completed. This includes any grading, utility trench and retaining wall backfills. Landscape Maintenance and Planting Water has been shown to weaken the inherent strength of all earth materials. Slope stability is significantly reduced by overly wet conditions. Graded slopes constructed within and utilizing onsite materials would be erosive. Eroded debris may be minimized, and surficial slope stability enhanced by establishing and maintaining a suitable vegetation cover as soon as possible after construction. Compaction to the face of fill slopes would tend to minimize short-term erosion until vegetation is established. Plants selected for landscaping should be lightweight, deep-rooted types, which require little water and are capable of surviving the prevailing climate. From a geotechnical standpoint leaching is not recommended for establishing landscaping. If the surface soils are processed for the purpose of adding amendments, they should be recompacted to 90 percent compaction. Only the amount of irrigation necessary to sustain plant life should be provided. Over watering the landscape areas could adversely affect proposed site improvements. We recommend that any proposed open bottom planter areas adjacent to proposed structures, be eliminated for a minimum distance of 5 feet and desert landscape using xeriscape technology be used outside of this buffer zone. As an alternative, closed bottom type planter could be utilized.An outlet, placed in the bottom of the planter, could be installed to direct drainage away from structures or any exterior concrete flatwork. Irrigation timers should be adjusted on a monthly basis. GeoTek, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 12 PROJECT NO. 2097-ID Soil Corrosion Based on our experience in the area, the soils onsite should have a negligible corrosive potential to concrete and metal, materials selected for construction purposes should be resistant to corrosion. Where permitted by building code, PVC pipe should be utilized. All concrete should be designed, mixed, placed, finished, and cured in accordance with the guidelines presented by the Portland Cement Association (PCA) and the American Concrete Institute (ACI). Trench Excavation All footing trench excavations should be observed by a representative of this office prior to placing reinforcement. Footing trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent if not removed from the site. Considering the nature of the onsite soils, it should be anticipated that caving or sloughing could be a factor in excavations. Shoring or excavating the trench walls and slopes to the angle of repose (typically 25 to 45 degrees) may be necessary and should be anticipated in non-cemented soils. All excavations should be observed by one of our representatives and conform to national and local safety codes. Onsite Utility Trench Backfill Considering the overall nature of the soil encountered onsite, it should be anticipated that materials will need to be imported to the site for use as pipe bedding and pipe zone material. All utility trench backfill should be brought to near optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard. Compaction testing and observation, along with probing should be performed to verify the desired results.Sand backfill, unless excavated from the trench, should not be used adjacent to perimeter footings or in trenches on slopes. Compaction testing and observation, along with probing should be performed to verify the desired results. Sand backfill, unless excavated from the trench, should not be used adjacent to perimeter footings or in trenches on slopes. Compaction testing and observation, along with probing should be performed to verify the desired results. Offsite utility trenches should be compacted to a minimum of 90 relative compaction. Compaction testing and observation, along with probing should be performed to verify the desired results. Drainage Positive site drainage should be maintained at all times in accordance with the IBC. Drainage should not flow uncontrolled down any descending slope. Water should be directed away from foundations and not allowed to pond and/or seep into the ground. Pad drainage should be directed toward the street or other approved area. The ground immediately adjacent to the foundation shall be sloped away from the building at a minimum of 5-percent for a minimum distance of 10 feet measured perpendicularly to the face of the wall. If physical obstructions prohibit 10 feet of horizontal distance,a 5-percent slope shall be provided to an approved alternate method of diverting water away from the foundation. Swales used for this purpose shall be sloped a minimum of 2-percent where located within 10 feet of the building foundation. Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2-percent away from the building. Roof gutters and down spouts should be utilized to control roof drainage. Down spouts should outlet onto paved areas or a minimum of five feet from proposed structures or into a subsurface drainage system. Areas of seepage may develop due to irrigation or heavy rainfall. Minimizing irrigation will lessen this potential. If areas of seepage develop, recommendations for minimizing this effect could be provided upon request. GeoTek, Inc. SPRIGGLE PARCEL SUBDIVISION FEBRUARY 11, 2020 LASHER ENTERPRISES PAGE 13 PROJECT NO. 2097-ID PLAN REVIEW Final grading, foundation, and improvement plans should be submitted to this office for review and comment as they become available, to minimize any misunderstandings between the plans and recommendations presented herein. In addition,foundation excavations and earthwork construction performed on the site should be observed and tested by this office. If conditions are found to differ substantially from those stated, appropriate recommendations would be offered at that time. LIMITATIONS The materials encountered on the project site and utilized in our laboratory study are believed representative of the area; however, soil materials vary in character between excavations and conditions exposed during mass grading. Site conditions may vary due to seasonal changes or other factors. GeoTek, Inc. assumes no responsibility or liability for work, testing, or recommendations performed or provided by others.Since our study is based upon the site materials observed, selective laboratory testing and engineering analysis, the conclusions and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. The opportunity to be of service is greatly appreciated. If you have any questions concerning this report or if we may be of further assistance, please do not hesitate to contact the undersigned. L Lc Respectfully submitted, �.sgxONA�STE GeoTek, Inc. O� ��G 9F0 a 10884 OF oq o C. *r i - zo Tyler S. Lydeen, El David C. Waite, PE Staff Professional Senior Engineer GeoTek, Inc. 11S r2C HM 20 W-Chidden [A x a 1° � n � R W w r ammbn M w htr►iuian W W L]SI ick Rd W UsleckAd x x n p a f h [t,erry I r W C,eW Ln A Chary+LP APPROXIMATE SITE LOCATION Source:Google Maps 2019, GeoTek Field Observations, 2020. Not to Scale FIGURE I SITEVICINITY MAP r6--� Spriggle Parcel Subdivision SWC of the N McDermott Rd&W Lazy Diamond C Ln Intersection GEOTEK Meridian, Idaho GEOTECHNICAL I ENVIRONMENTAL I MATERIALS Prepared for: Lasher Enterprises Project No.: Report Date: Drawn By: 320 E.Corporate Dr,Suite 300, Meridian,ID 83642 2097-ID February 2020 TSL (208)888-7010 (phone)/(208)888-7924(FAX) ��d .* r,, 1 1 t 7! r '7 SITE 1 4 - .r. J -� - 0 Z x APPROXIMATE TEST PIT LOCATIONS Source:Google Earth 2019, GeoTel< Field Observations, 2020. Not to Scale FIGURE 2 SITE EXPLORATION PLAN Spriggle Parcel Subdivision SWC of the N McDermott Rd &W Lazy Diamond C Ln Intersection GEOTEK Meridian, Idaho GEOTECHNICAL I ENVIRONMENTAL I MATERIALS Prepared for: Lasher Enterprises Project No.: Report Date: Drawn By: 320 E.Corporate Dr,Suite 300, Meridian,ID 83642 2097-ID February 2020 TSL (208)888-7010 (phone)1(208)888-7924(FAX) APPENDIX A GeoTek, Inc. REFERENCES Ada County Highway District Development Policy Manual, Revised by Resolution No. 690, October 2003 ASTM, 200, "Soil and Rock: American Society for Testing and Materials," vol. 4.08 for ASTM test methods D-420 to D-4914, 153 standards, 1,026 pages; and vol. 4.09 for ASTM test method D- 4943 to highest number. Breckinridge, R.M., Lewis, R.S.,Adema, G.W.,Weisz, D.W., 2003, Map of Miocene and Younger Faults in Idaho, Idaho Geological Survey, University of Idaho Collett, Russell A., 1980, Soil Survey of Ada County, Eastern Part, United States Department of Agriculture Soil Conversation Service, United States Department of the Interior Bureau of Land Management, Idaho Soil Conservation Commission, University of Idaho College of Agriculture. Day, Robert W., 1999, Geotechnical and Foundation Engineering— Design and Construction Day, Robert W., 2002, Geotechnical Earthquake Engineering Handbook GeoTek, Inc., In-house proprietary information. Idaho Department of Water Resources, Treasure Valley Hydrology — Geology,January 2003 Idaho Department of Water Resources, Well Information, Well Driller Reports, 2002 Idaho Transportation Department CD-ROM Publications, September 2003 Johnson, Bruce R. and Raines, Gary L., 1995, Digital representation of the Idaho state geologic map: a contribution to the Interior Columbia Basin Ecosystem Management Project. USGS Open-File Report 95-690 Malde, H.E., 1991. Quaternary geology and structural history of the Snake River Plain, Idaho and Oregon. In: The Geology of North America, Quaternary Nonglacial Geology: Conterminous U.S., Vol. K-2, 252-281 pp. Othberg, K.L., 1994. Geology and geomorphology of the Boise Valley and adjoining areas, western Snake River Plain, Idaho. Idaho Geological Survey Bulletin 29: 54 pp. USGS, Cloverdale Quadrangle, 7.5-Minute Series Topographic Map, 1979. USGS, 2003, Seismic Hazard Map of Idaho, Peak Acceleration (%g)with 2% Probability of Exceedance in 50 years. GeoTek, Inc. APPENDIX 6 GeoTek, Inc. LOG GENERAL NOTES CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS Unconfined Standard Standard Penetration(SPT)or N. Compressive Penetration or N- Consistency Relative Density Strength,Qu,psf Value(SS) Blows/Ft Value(SS)Blows/Ft < 500 <2 Very Soft 0-3 Very Loose 500- 1,000 2-3 Soft 4-9 Loose 1,001 -2,000 4-7 Firm 10-29 Medium Dense 2,001 -4,000 8- 16 Stiff 30-49 Dense 4,001 -8,000 17-32 Very Stiff 50+ Very Dense >8,001 32+ Hard SPT penetration test using 140 pound hammer,with 30 inch free fall on 2 inch outside diameter(1-3/8 ID)sampler For ring sampler using 140 lb hammer,with a 30 inch free fall on 3 inch outside diameter(2-1/2 ID)sample, use N-value x 0.7 to get Standard N-value For fine grained soil consistency,thumb penetration used per ASTM D-2488 RELATIVE PROPORTIONS OF SAND&GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term of other constituents Percent of Dry Major Component Particle Size Weight of Sample Trace < 15 Boulders Over 12 inches With 15-29 Cobbles 3 inches to 12 inches Modifier > 30 Gravel #4 Sieve to 3 inches Sand #200 Sieve to#4 Sieve Silt or Clay Passing#200 Sieve RELATIVE HARDNESS OF CEMENTED SOILS(CALICHE) Description General Characteristics Very Dense to Moderately Hard Partially Cemented Granular Soil -Can be carved with a knife and broken with force by hand. Very Stiff to Moderately Hard Partially Cemented Fine-Grained Soil -Can be carved with a knife and broken with force by hand. Moderately Hard Moderate hammer blow required to break a sample Hard Heavy hammer blow required to break a sample Very Hard Repeated heavy hammer blow required to break a sample LOG LEGEND MATERIAL DESCRIPTION Soil Pattern USCS Symbol I USCS Classification FILL Artificial Fill GP or GW Poorly/Well graded GRAVEL GM Silty GRAVEL GC Clayey GRAVEL GP-GM or GW-GM Poorly/Well graded GRAVEL with Silt GP-GC or GW-GC Poorly/Well graded GRAVEL with Clay SP or SW Poorly/Well graded SAND SM Silty SAND Sc Clayey SAND SP-SM or SW-SM Poorly/Well graded SAND with Silt SP-SC or SW-SC Poorly/Well graded SAND with Clay SC-SM Silty Clayey SAND ML SILT MH Elastic SILT CL-ML Silty CLAY CL Lean CLAY CH Fat CLAY PCEM PARTIALLY CEMENTED CEM CEMENTED BDR BEDROCK SAMPLING SPT Ring Sample LNR No Recovery Bulk Sample Water Table CONSISTENCY Cohesionless Soils Cohesive Soils Cementation VL Very Loose So Soft MH Moderately Hard L Loose F Firm H Hard MD Medium Dense S Stiff VH Very Hard D Dense VS Very Stiff VD Very Dense TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 2097-ID METHOD: Backhoe PROJECT: Spriggle Parcel Subdivision EXCAVATOR: JustDiglt CLIENT: Lasher Enterprises DATE: 1/3I/20 GE 0 T E K LOCATION: Southwest of the N McDermott Rd and W Lazy Diamond C Ln ELEVATION: SAMPLES s TEST PIT NUMBER: TP-I 41 REMARKS aai a a N = G c H V H rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Dk. Brown to Lt. Brown,Artificial Fill SILT with Sand, Moist So Roots/Organics to 1.0' I — ML Dk. Brown to Lt. Brown,SILT with Sand, Moist F 2 — 3 SM Brown to Lt. Brown,Silty SAND,Slightly Moist D 4 — 5 GP Reddish Brown to Brown, Poorly graded GRAVEL with Sand, D Percolation Test Conducted 6 — Slightly Moist at 5.0' 7 — 8 Saturated Groundwater Depth at 8.1' 9 — per 2/3/20 Measurement 10 — II — 12 — END OF TEST PIT @ 1 1.5- 13 — 14 — 15 — 16 — 17— 18 — 19 — 20 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 1 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 2097-ID METHOD: Backhoe PROJECT: Spriggle Parcel Subdivision EXCAVATOR: JustDiglt CLIENT: Lasher Enterprises DATE: 1/3I/20 GE 0 T E K LOCATION: Southwest of the N McDermott Rd and W Lazy Diamond C Ln ELEVATION: SAMPLES s TEST PIT NUMBER: TP-2 41 REMARKS aai a a N = G c H V H rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Dk. Brown to Lt. Brown,SILT with Sand, Moist So Roots/Organics to 1.0' I — ML Dk. Brown to Lt. Brown,SILT with Sand, Moist F 2 — 3 SM Brown to Lt. Brown,Silty SAND,Slightly Moist D 4 XPercolation Test Conducted at 3.5' 5 6 SP Brown,Poorly graded SAND, Moist D 7 — 8 Saturated Groundwater Depth at 7.9' 9 — per 2/3/20 Measurement 10 — GP Brown,Poorly graded GRAVEL with Sand,Saturated D 11 — END OF TEST PIT @ 1 1.0' 12 — 13 — 14 — 15 — 16 — 17— 18 — 19 — 20 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 2097-ID METHOD: Backhoe PROJECT: Spriggle Parcel Subdivision EXCAVATOR: JustDiglt CLIENT: Lasher Enterprises DATE: 1/3I/20 GE 0 T E K LOCATION: Southwest of the N McDermott Rd and W Lazy Diamond C Ln ELEVATION: SAMPLES s TEST PIT NUMBER: TP-3 41 REMARKS aai a a N = G c H H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Brown,SILT with Sand, Moist So Roots/Organics to 1.0' I — ML Brown,SILT with Sand, Moist 2 — PCEM Brown,PARTIALLY CEMENTED Silty Sand,Slightly Moist MH 3 4 — GP Reddish Brown to Brown, Poorly graded GRAVEL with Sand, D Percolation Test Conducted 5 — Slightly Moist at 4.0' 6 — 7 — Groundwater Depth at 7.3' 8 — Saturated per 2/3/20 Measurement 9 — 10 — 1 1 — END OF TEST PIT @ 1 1.0' 12 — 13 — 14 — 15 — 16 — 17— 18 — 19 — 20 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 2097-ID METHOD: Backhoe PROJECT: Spriggle Parcel Subdivision EXCAVATOR: JustDiglt CLIENT: Lasher Enterprises DATE: 1/3I/20 GE 0 T E K LOCATION: Southwest of the N McDermott Rd and W Lazy Diamond C Ln ELEVATION: SAMPLES s TEST PIT NUMBER: TP-4 REMARKS aai a a N = G c H V H rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Dk. Brown to Brown,SILT with Sand, Moist So Roots/Organics to 1.0' I -X ML Dk. Brown to Brown,SILT with Sand, Moist F 2 SM Brown to Lt. Brown,Silty SAND,Moist D Percolation Test Conducted 3 — at 2.0' 4 — SP Brown to Lt. Brown, Poorly graded SAND, Moist D 5 6 — 7 — GP Brown to Lt. Brown, Poorly graded GRAVEL with Sand,Saturated 8 — Groundwater Dpeth at 7.5' per 2/3/20 Measurement 9 — 10 — END OF TEST PIT @ 10.0- II — 12 — 13 — 14 — 15 — 16 — 17— 18 — 19 — 20 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 2097-ID METHOD: Backhoe PROJECT: Spriggle Parcel Subdivision EXCAVATOR: JustDiglt CLIENT: Lasher Enterprises DATE: 1/3I/20 GE 0 T E K LOCATION: Southwest of the N McDermott Rd and W Lazy Diamond C Ln ELEVATION: SAMPLES s TEST PIT NUMBER: TP-5 41 REMARKS aai a a N = G c H H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Dk. Brown to Brown,SILT with Sand, Moist So Roots/Organics to 1.0' I — ML Dk. Brown to Brown,SILT with Sand, Moist F 2 — 3 — PCEM Brown,PARTIALLY CEMENTED Silty Sand,Slightly Moist MH 4 — SP Brown,Poorly graded SAND, Moist D 5 — Percolation Test Conducted at 5.0' 6 GP Brown,Poorly graded GRAVEL with Sand, Moist to Saturated D 7 — 8 — Groundwater Depth at 7.8' Saturated per 2/3/20 Measurement 9 — 10 — 1 1 — END OF TEST PIT @ 10.5' 12 — 13 — 14 — 15 — 16 — 17— 18 — 19 — 20 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 1 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 2097-ID METHOD: Backhoe PROJECT: Spriggle Parcel Subdivision EXCAVATOR: JustDiglt CLIENT: Lasher Enterprises DATE: 1/3I/20 GE 0 T E K LOCATION: Southwest of the N McDermott Rd and W Lazy Diamond C Ln ELEVATION: SAMPLES s TEST PIT NUMBER: TP-6 41 REMARKS aai a a N = G c H V H rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Dk. Brown to Brown,SILT with Sand, Moist So Roots/Organics to 1.0' I — ML Dk. Brown to Brown,SILT with Sand, Moist F 2 — GP Brown to Lt. Brown, Poorly graded GRAVEL with Sand,Slightly Moist VD Percolation Test Conducted 3 — at 2.5' 4 — 5 — Tan 6 — 7 — 8 — 9 — Groundwater Depth at 8.8' Saturated per 2/3/20 Measurement 10 — 1 1 — END OF TEST PIT @ 1 1.0' 12 — 13 — 14 — 15 — 16 — 17— 18 — 19 — 20 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 1 Office: (208)888-7010 Fax: (208)888-7924 APPENDIX C GeoTek, Inc. FIELD TESTS AND OBSERVATIONS (2097-ID) PERCOLATION TESTS The infiltration rate was determined by conducting percolation tests for onsite earth materials.The infiltration rate was determined in inches per hour in general accordance with the City of Meridian requirements. Infiltration rate results are presented below.The infiltration rates provided below should be used for design and not exceeded. LOCATION INFILTRATION RATE (Inches/Hour) TP-I @ 5.0' 24.0+ TP-2 @ 3.5' 3.3 TP-3 @ 4.0' 24.0+ TPA @ 2.0' 3.1 TP-5 @ 5.0' 24.0+ TP-6 @ 2.5' 24.0+ GROUND WATER MONITORING RESULTS Ground water monitoring results are presented below. Ground water elevation results are recorded in feet below existing grade. STAND-PIPE TP-I TP-2 TP-3 TP-4 TP-5 TP-6 PIEZOMETER# 12/16/19 8.1' 7.9' 7.3' 7.5' 7.8' 8.8' + Indicates a dry reading at the bottom of the piezometer n/a Indicates that the piezometer was damaged/missing in the field and no measurements were obtained. GeoTek, Inc. APPENDIX D GeoTek, Inc. LABORATORY TESTS RESULTS (2097-ID) ATTERBERG LIMITS Atterberg limits were performed on representative samples in general accordance with ASTM D 43 18. The results are shown in the following plates. PARTICLE SIZE ANALYSIS Sieve analyses were performed in general accordance with ASTM test method C 136 and ASTM C 1 17. Test results are presented in the following plates. RESISTANCE R-VALUE AND EXPANSION PRESSURE OF COMPACTED SOILS Tests were conducted on representative soil samples, in general accordance with Idaho test method T-8 and AASHTO T-190, to determine the soil's performance when placed in the base, subbase, or subgrade of a road subjected to traffic. LOCATION R-VALUE @ 200 psi TP-4 10 GeoTek, Inc. GeoTek-Idaho 320 Corporate Drive,Ste#300 7950 Meadowlark Way, Ste E Meridian, ID 83642 Coeur d'Alene, ID 83815 Phone: (208)888-7010 (208)888-7924 Fax: (208)904-2980 (208)904-2981 Report No: MAT:20-00611-S01 Material Test Report Client: Lasher Enterprises CC: 3327 N Eagle Road Meridian ID 83642 Project: 2097-ID Spriggle Parcel Subdivision GEO THIS DOCUMENT SHALL NOT BE REPRODUCED EXCEPT IN FULL Sample Details Atterberg Limit: Sample ID 20-00611-SO 1 Liquid Limit: N/A Date Sampled 1/31/2020 Plastic Limit: NP Specification General Sieve Set Location TP-2, 3.0'-4.0' Plasticity Index: NP Sample Description: _ SM, Silty SAND Particle Size Distribution Grading: ASTM C 136,ASTM C 117MM Date Tested: Tested By: %Passing Sieve Size % Passing Limits 90 ............... ............... ......................................... 2in 100 13/4in 100 80 ...................................... .................................. 1in 100 3/in 100 To .............................................. .......................... '/zin 100 3/8in 100 60 ...................................................... .................. No.4 97 N o.8 88 eo ............................................................. .......... No.16 78 40 .................................................................... .... No.30 69 N o.50 60 30 ......................................................................... No.100 50 No.200 38 20 ......................................................................... 10 ......................................................................... 0 _ a m �o 0 0 0 0 �� \ \ W O O M ifJ O N M Z Z Z Z Z O O Z Z Sieve COBBLES GRAVEL SAND FINES(38.0%) D85: 1.9169 D60: 0.3000 D50: 0.1500 Coarse Fine Coarse Medium Fine Silt Clay D30: N/A D15: N/A D10: N/A (0.0%) (0.0%) (3.0%) (11.4%) (21.1%) (26.5%) y Form No:18909,Report No:MAT:20-00611-S01 ©2000-2018 QESTLab by SpectraQEST.com Page 1 of 2 GeoTek-Idaho 320 Corporate Drive,Ste#300 7950 Meadowlark Way, Ste E Meridian, ID 83642 Coeur d'Alene, ID 83815 Phone: (208)888-7010 (208)888-7924 Fax: (208)904-2980 (208)904-2981 Report No: MAT:20-0061 1-S02 Material Test Report Client: Lasher Enterprises CC: 3327 N Eagle Road Meridian ID 83642 Project: 2097-ID Spriggle Parcel Subdivision GEO THIS DOCUMENT SHALL NOT BE REPRODUCED EXCEPT IN FULL Sample Details Atterberg Limit: Sample ID 20-00611-S02 Liquid Limit: 32 Date Sampled 1/31/2020 Plastic Limit: 25 Specification General Sieve Set Location TP-4, 1.0'-2.0' Plasticity Index: 7 Sample Description: _ ML, SILT w/Sand Particle Size Distribution Grading: ASTM C 136,ASTM C 117MM Date Tested: Tested By: %Passing Sieve Size % Passing Limits 90 ....................................................... ................ 2in 100 13/4in 100 80 .................................................................. ..... 1in 100 3/in 100 To ......................................................................... '/2in 100 3/8in 100 60 ......................................................................... N o.4 100 N o.8 100 eo ........................................................................ No.16 99 40 ......................................................................... No.30 96 No.50 91 30 ......................................................................... No.100 85 No.200 77 20 ......................................................................... 10 ......................................................................... 0 _ a m �o 0 0 0 0 �� \ \ W O O M ifJ O N M Z Z Z Z Z O O Z Z Sieve COBBLES GRAVEL SAND FINES(77.0%) D85: 0.1500 D60: N/A D50: N/A Coarse Fine Coarse Medium Fine Silt ClayD30: N/A D15: N/A D10: N/A (0.0%) (0.0%) (0.0%) (0.2%) (6.2%) (16.5%) Form No:18909,Report No:MAT:20-00611-S02 ©2000-2018 QESTLab by SpectraQEST.com Page 1 of 2 nd C fan - e W All SITE TP 4J O _ E L u ' - f r Z APPROXIMATETEST PIT LOCATIONS Source:Google Earth 2019, GeoTek Field Observations, 2020. Not to Scale FIGURE 2 SITE EXPLORATION PLAN Spriggle Parcel Subdivision SWC of the N McDermott Rd &W Lazy Diamond C Ln Intersection GGOTEK Meridian, Idaho GEOTECHNICAL I ENVIRONMENTAL I MATERIALS Prepared for: Lasher Enterprises Project No.: Report Date: Drawn By: 320 E.Corporate Dr,Suite 300, Meridian,ID 83642 2097-ID October 2020 TSL (208)888-7010(phone)/(208)888-7924(FAX) 2097-ID Spriggle Parcel Subdivision TP-I TP-2 TP-3 TP-4 TP-5 TP-6 comments 1/24/20 8.1' 7.9' 7.3' 7.5' 7.8' 8.8' KEY 3/20/20 8.7' 8.4' 7.8' 8.0' 8.6' 9.3' "+" Indicates dry reading at bottom of 4/24/20 8.8' 8.7' 8.0' 8.2' 8.6' 9.4' piezometer 5/8/20 8.5' 8.4' 7.8' 8.0' 8.3' 9.0' 5/21/20 7.9' 7.7' 7.4' 7.4' 8.3' 8.6' "N/A" Indicates that piezometer is damaged or missing-therefore no data was 6/4/20 7.1' 7.1' 7.0' 7.0' 7.1' 7.5' obtained 6/1 8/20 6.5' 6.5' 6.7' 6.6' 6.5' 6.9' 7/6/20 6.8' 6.6' 6.4' 6.2' 6.3' 6.5' 7/2 1/20 7.0' 6.7' 6.2' 6.4' 6.1' 6.1' 8/3/20 4.5' 4.6' 5.8' 5.5' 5.0' 5.0' Irrigation on adjacent corn field 8/2 1/20 4.9' 5.0' 6.1' 5.6' 6.2' 5.4' 9/3/20 5.1' 4.5' 5.9' 5.4' 5.0' 5.0' 9/1 8/20 5.0' 4.7' 5.6' 5.5' 4.8' 5.1' 10/1/20 5.8' 5.8' 6.1' 6.0' 6.0' 6.4' Note: Groundwater elevation results are recorded in feet below approximate existing grade. Generally,irrigation ditches and canals will locally influence ground water during the irrigation season.