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Application
Charlene Way From:clerk@meridiancity.org Sent:Wednesday, March 31, 2021 12:40 PM To:Charlene Way Subject:Development Application Transmittals - Jump Creek Four-plex CUp H-2021-0018 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Jump Creek Four-plex CUP H-2021-0018 Hearing Date: May 6th 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 Commission Hearing Date: May 6, 2021 Planner: Alan Tiefenbach File No.: H-2021-0018 Project Name: Jump Creek North Four-Plex CUP Request: Conditional use permit request to allow 7 fourplex buildings of 28 units total on 2.2 acres in the R-15 zone district, by Kent Brown Planning Services. Location: The site is located at the northwest corner of N. Black Cat Rd. and W. Gondola Dr. in the NE ¼ of the SE ¼ and the SE ¼ of the NE ¼ of Section 28, Township 4N, Range 1W. Planning Division 111 �1 HEARING APPLICATION Type of Review Requested Hearing File number: H-2021-0018 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicamname: KENT BROWN, KENT BROWN PLANNING SERVICES Phone: 208-871-6842 Applicant address: 3161 E SPRINGWOOD DR, MERIDIAN, ID 83642 Email: kentlkb@gmail.com Owner name: COREY BARTON, OPEN DOOR RENTALS Phone: Fax: Owner address: 1977 E OVERLAND RD, MERIDIAN, ID 83642 Email: shawn@trilogyidaho.com Agent name(e.g.architect,engineer,developer,representative): KENT BROWN Firmname: KENT BROWN PLANNING SERVICES Phone: 208-871-6842 Fax: Address: 3161 E SPRINGWOOD DR Email: kentlkb@gmail.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 4924 W LADLE RAPIDS DR Assessor's parcel number(s): R4768630020 Township,range,section: 4N 1 W28 Project Description Project/Application Name: Jump Creek North Four-plex- CUP Description of work: CU for Jump Creek no 4 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Alternative Compliance-ALT: UNCHECKED Annexation and Zoning-AZ: UNCHECKED Comprehensive Plan Map Amendment-CPAM: UNCHECKED Comprehensive Plan Text Amendment-CPAT: UNCHECKED Conditional Use Permit-CUP: CHECKED Design Review-DR: UNCHECKED Development Agreement Modification-MDA: UNCHECKED Planned Unit Development-PUD: UNCHECKED Preliminary Plat-PP: UNCHECKED Preliminary Final Plat-PFP: UNCHECKED Private Street-PS: UNCHECKED Rezone-RZ: UNCHECKED Vacation-VAC: UNCHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0199 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: CHECKED Multi-Family: UNCHECKED Vertically Integrated: UNCHECKED PROPERTY INFORMATION General Location: northwest corner Black Cat Rd and Gondola Drive Current Land Use: vacant Total Acreage: 2.2 Traffic Study Required per ACHD: Yes Has a traffic study been accepted by ACHD: Yes ZONING DISTRICT(S) R-2: UNCHECKED R-4: UNCHECKED R-8: UNCHECKED R-15: CHECKED 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 R-40: UNCHECKED C-N: UNCHECKED C-C: UNCHECKED C-G: UNCHECKED L-O: UNCHECKED M-E: UNCHECKED H-E: UNCHECKED I-L: UNCHECKED I-H: UNCHECKED O-T: UNCHECKED TN-C: UNCHECKED TN-R: UNCHECKED County: UNCHECKED FLUM DESIGNATION(S) Low Density Residential: UNCHECKED Medium Density Residential: UNCHECKED Medium-High Density Residential: CHECKED Acreage-Medium-High Density Res: 2.2 High Density Residential: UNCHECKED Commercial: UNCHECKED Office: UNCHECKED Industrial: UNCHECKED Civic: UNCHECKED Green Space Parks,Pathways,and Open Space: UNCHECKED Old Town: UNCHECKED Mixed Use Neighborhood: UNCHECKED Mixed Use Neighborhood with N.C.: UNCHECKED Mixed Use Community: UNCHECKED Mixed Use Community with N.C.: UNCHECKED Mixed Use Regional: UNCHECKED Mixed Use Non-Residential: UNCHECKED Mixed Use Interchange: UNCHECKED Low Density Employment: UNCHECKED High Density Employment: UNCHECKED Mixed Employment: UNCHECKED Mixed Use Residential: UNCHECKED Mixed Use Commercial: UNCHECKED Lifestyle Center: UNCHECKED PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 08/12/2019 Landscape Plan Date(MM/DD/YYYY): 0925/2020 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 Elevations Date(MM/DD/YYYY): 12/14/2020 Who will own and Maintain the Pressurized Irrigation System in this Development: Jump Creek HOA Irrigation District: Settlers Irrigation Primary Irrigation Source: done with plat Secondary Irrigation Source: done with plat Square Footage of Landscaped Areas to be Irrigated by City Water Connection: done with plat Proposed Building Height: 28 Gross Floor Area Proposed: 27,790 SF Number of Standard Parking Spaces Provided: 65 Number of Residential Units: 28 Gross Density: 12.72 Net Density: 14 What was the date of your pre-application meeting?: 03/02/2021 What was the date of your neighborhood meeting?: 03/16/2021 PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC II- CHECKED 5A-6D: AZ/RZ ONLY R-2: UNCHECKED R-4: UNCHECKED R-8: UNCHECKED R-15: UNCHECKED R-40: UNCHECKED C-N: UNCHECKED C-C: UNCHECKED C-G: UNCHECKED L-O: UNCHECKED M-E: UNCHECKED H-E: UNCHECKED UNCHECKED UNCHECKED O-T: UNCHECKED TN-C: UNCHECKED TN-R: UNCHECKED PROPOSED FLUM DESIGNATION(S) Low Density Residential: UNCHECKED Medium Density Residential: UNCHECKED Medium-High Density Residential: UNCHECKED High Density Residential: UNCHECKED Commercial: UNCHECKED Office: UNCHECKED 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 7 Industrial: UNCHECKED Civic: UNCHECKED Green Space Parks,Pathways,and Open Space: UNCHECKED Old Town: UNCHECKED Mixed Use Neighborhood: UNCHECKED Mixed Use Neighborhood with N.C.: UNCHECKED Mixed Use Community: UNCHECKED Mixed Use Community with N.C.: UNCHECKED Mixed Use Regional: UNCHECKED Mixed Use Non-Residential: UNCHECKED Mixed Use Interchange: UNCHECKED Low Density Employment: UNCHECKED High Density Employment: UNCHECKED Mixed Employment: UNCHECKED Mixed Use Residential: UNCHECKED Mixed Use Commercial: UNCHECKED Lifestyle Center: UNCHECKED QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): UNCHECKED Community Garden: UNCHECKED Ponds or Water Features: UNCHECKED Plaza(s): UNCHECKED Additions to Public Park: UNCHECKED Collector Street Buffer(s): UNCHECKED Arterial Street Buffer(s): UNCHECKED Parkways: UNCHECKED 10'Parkway Along Arterials: UNCHECKED Stormwater Detention Facilities: UNCHECKED Open Water Ponds: UNCHECKED QUALIFYING SITE AMENITIES Clubhouse: UNCHECKED 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: UNCHECKED 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 9 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: Kent Brown 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 11 KENT BROWN PLANNING SERVICES March 18,2021 Planning and Zoning, City Council Meridian City Hall 33 E. Broadway Ave Meridian,ID 83642 RE: Jump Creek Subdivision No 4 CUP Dear Planning&Zoning Commissioners: Respectfully request the City of Meridian's approval of conditional use for Jump Creek No 4. The property has been final platted and most all the improvements have been installed with the development of the subdivision. Only remaining improvements is paving of the parking and service drive and final landscaping around the buildings. The site is located at northwest corner of Black Cat and Gondola Drive and is zoned R-15. The plan includes seven(7)buildings for a total of 28 units and two (2)common lots on 2.20 acres. We look forward to your approval of this application of this Condition Use application. Sincerely, 0041^2�� Kent Brown Planner 3161 E Springwood Dr ♦ Meridian, Idaho 83642 ♦ Tel.: 208-871-6842 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I Open Door Rentals LLC 1977 E Overland Rd (name) (address) Meridian ED (city) (state) being first duly sworn upon,oath,depose and say; 1. That I am the record owner of the property described on the attached, and I grant my permission to: KENT BROWN 3161 SPRINGWOOD DR MERIDIAN ID (name) (address) to subnut the accompanying application(s)pertaining to that property, 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this a day of 20,_ � SUBSCRIBED AND SWORN to before me the day and year first above written. §�����aiR •' �C+'•, (Notary Public for aho) MY COMMISSION = Residing at: KA EXPIRES 6-5-2022 — � My Commission Expires: `�-�-- �i���2� '9��OF `� ii"///I10IN; 33 E Broadway Suite 210 • Meridian,Idaho 83642 Phone: (208)884-5533 • Facsimile; (208)888-6678 • Websile:www.rneridiancity.org From: kent brown To: Alan Tiefenbach Subject: Re:Jump Creek Date: Wednesday,March 31,2021 11:01:40 AM External Sender-Please use caution with links or attachments. Alan there was one required at the time the preliminary plat was done On Wed, Mar 31, 2021 at 10:54 AM Alan Tiefenbach<atiefenbach&meridiancity.org>wrote: Kent, In the application for the Jump Creek Fourplex CUP,you checked that a ACHD traffic study is required. Did you mean to check this, and if you did,you have not submitted the traffic study/analysis. Alan Tiefenbach I Current Associate Planner City of Meridian I Community Development Dept. 33 E. Broadway Ave., Ste. 102, Meridian, Idaho 83642 Phone: 208-489-0573 1 Fax: 208-489-0571 �/ E II3 }1aHS} 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. Kent Brown Kent Brown Planning Services 3161 E. Springwood Drive Meridian, ID 83642 P: 208-871-6842 March 16, 2021 Rev ised 6/2011 Jump Creek No 4 Neighborhood Meeting Start Time of Neighborhood Meeting: 6 : OOPM End Time of Neighborhood Meeting: C, 30 Those in attendance please-print your name and address. If no one attended,Applicant please write across this form "No one attended." PRINTED NAME ADDRESS, CITY, STATE, ZIP 1. Kent Brown 3161 h 5 rinlw000d Meridian �} F 2._ 0-) OIL 7 s G� � � b � �✓ ��N5 �Oti'� !'✓1 1�1G1.! (]�/�G� 3. 76 5 dJ, L44M I -awyle 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15, 16, 17. 18. 19. Neighborhood Meeting Form Page 2 of 3 CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name: Jump Creek Multifamily Proposals Date: 3/2/21 Applicant(s)/Contact(s): Kent Brown City Staff:Alan, Bill, Joe, Scott Location:Two locations—NWC of N. Black Cat Rd./W. McMillan Rd (S0428449810) and NWC of N. Black Cat and W. Gondola Dr (R4768630020; R4768630040; R4768630060; R4768630100; R4768630080, R4768630180, R4768630160, R4768630140 .) Size of Property: Location One: 3.82 ac, Location Two: 1.95 ac+/- Comprehensive Plan FLUM Designation: Medium Density Residential Existing Use: Vacant Existing Zoning: R-15 Proposed Use: Multifamily Proposed Zoning: Surrounding Uses: Single Family Residential Street Buffer(s)and/or Land Use Buffer(s): 25' required along W. McMillan and N Black Cat Open Space/Amenities/Pathways: Please refer to landscape requirements per UDC 11-4-3-27 and 11-313-1. Access/Stub Streets/Street System: Northern Location—N. Black Cat and N. Elmstone Ave; Southern Location—N. Black Cat Rd and W. Joseph Dr Waterways/Topography/Flood Plain: Sewer/Water: See below History: Jump Creek AZ 14-011, PP 14-013 Additional Meeting Notes: • A final plat is required for the southern multifamily complex. • Per the DA, conditional uses will be required for both sites. Both conditional uses could be processed as one application, but two application fees will be required. • The submitted site plans show the parking spaces dimensioned at 18'whereas the City requires 19'. The parking spaces must be lengthened or vehicles may be allowed to overhang, but there must be at least 5' of unobstructed sidewalk. Please note per UDC 11-3C-5,when a bumper overhangs onto a sidewalk or landscape area,the parking stall dimensions may be reduced two(2)feet in length if two (2)feet is added to the width of the sidewalk or landscaped area planted in ground cover. • It appears that the sewer stub at Maplestone and Daphne is not being used.This must be abandoned at the manhole. • No permanent structures (buildings, carports, trash receptacle walls,fences, infiltration trenches, light poles, etc.)can be built within the utility easement. Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 at ACHD for information in regard to a TIS,conditions,impact fees and process. Other Agencies/Departments to Contact: ® Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ® Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District(SID) ® Building Department ® Republic Services ® Police Department ❑ Parks Department ❑ Central District Health Department ® Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text ❑ Preliminary Plat ❑ Variance ® Conditional Use Permit ❑ Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-6C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal andlor application. This pre-application meeting shall be valid for four(4)months. !lull IIHIIH l !! riu lliu ►� �� ; 111 ,��►��•►`►�� ■i�� E _ p Ill■Illlll ;: �,►� t` '� ■Ilf/ � ■ -Illllllllllllllll � ,_ ■molls 1111.:��11llifll $ 111111111#1#111 rllllllllllill�lf fillllf� �11111111111111 ,",�� �� - . • ,� �IIIII 111111 ■IIIIIEI■ �.. 1[lllilll � � atttttrtl .,_ e . i _ r IIIIII■lllill 11111111■ =� 111llill+ � � ■Iru1=_ --[— = �' � r ■. ■■■iaa■■ ■illllll■ � � � _ 11L E -a�■ �-_ �� �■ [111E#11■ w1■Ili! IfE1r � Illlll7q �� [IIIIIII#1111� 1millAlla. 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MERIDIAN, ADA COUNTY, IDAHO _ _ III_ - - --- O—/—� -- — -- --O—— S-8-9'21'48"—E 411.83O' 6 1N-�f——I -------�-----1----�- ----8-- I I. I 2019 115.66' 88.00' 54.67' 7400' 54it — 25.00' 00' -------------- ------------- -------------------------------------- -----------------------------— o . F-----------------BLOCK 16 �= (IIW I�BL OCIK 16 , 6' ZLCZE o p p ILD q v �`? w 7,733 sf w I,I ----__ ______ I O 1 BAINBRIDGE Z o m I I 11,596 sf N - 4,804 sf W I COMPTON BAIN RIDG I o I 0 00 N P P N _1 4,800 sf I i SUB N0. 2 SUB N0. 1 CONNECTIONS— IN ° o C2) I I 3 i� I 00 cq op OR M °^°• ------ ------ co a°°o I � I L_J�1 SUB NO. � J m w I I O W M IDO 0 � p o0 P P tr) prp I I N to — O o0 � _ N o i z z BUILDING z ------ ---- z I I 00 �J (� a m BUILDING ao BUILDING AREA: I P P I I I I c0 MERIDIAN CITY LIMITS \ LT Li�`� I ;7 TYPE B I _-_--_ ____ I AREA: c� 1 7,708 sf I - I I c� I 1 2-1 A AREA: Iq 7 708 sf U PROJECT o JUMP CREEK SUBDIVISION Z I 6pli ___ P _ i Z ao z 7,708 sf TYPE B 1 I a O _, NO. 3 123'� 2-1 B i TYPE B I w � SITE m �pNAL �: P I 2-1 A I �I Q N ` ATNfBRIDG `azoN �C�IN S ,Nc� I I I �n �' I ---- - I I I NI W WES- BAINBRIDGE HE.,S SUB yj III -- Ja " I I I m T TAP Lq RALSUB N0. 3 N10. 1-88.00'---------- ++ �� -- -54.6T---- - P I S89'21'48 E I S89'21'48"E I57.0T l I 54.74' I in I p LL 6 O N O � i NOIIIP P P P P PI P T-P�-PN ;P P P PI PI PI PI PI PI P � I �� ,o I W I Q D A.B P\�N I U I Q * FUTURE I W. JOSEPH DRIVE __-__-___-_y 10 I w ^ I Y m O ,� JUMP CREEK IC�� _______I \� I I o P. U SUBDIVISION E_ CHECKED BY. — --------------��--I—r .0 Z N I Q NO. 3 I�C / DAV'ID A. BAILEY P.E. 31,159 sf L--------------1_ I N 3 I —1 DSO IU VICENZA SUB S66'27'38"W C) --� DR�B B B �— - - - \ I 1 N I m I G S, I(L_ N0. 2 \� 1 DDi i i i i i i i i i i orn28.79' Pi Pi ;V a)��\� P P P I o - I �I II I1 II K Ipp___------ -------- JUuPC�S89'21 "E 279.79 N SUBDIVISION--------------93.84'-----T------ - ------------- 88.00'-----------__— ---------- ----97.95---------- \' I BUILDING BUILDING 10' i� I iJ. JUMP �R EKBUILDING SUBDIVISION MERIDIAN CITY LIMITS I TYPE A AREA: TYPE B AREA: TYPE B I JUMP CREEK SUBDIVISION \ AREA I N0. 1 3-1 B N 7,708 sf 2-1 q 7,708 sf 12,544 sf i ( Z NO. 3 I 8,872 sf w 2-1 B 1 06 _ r'' `r�04 I '� COMMON I I F I I I I °D `f o0 N I 10' 1— o °�' bb ___ BLACK CAT 0 o I I ESTATE'S NO. w 10 I I 16 I I z I 1 0:2 O I w I N 12 11 1 O S45'30'59"W �� 48.00' .1 4 I I I O 0 o , 0) w li �- 8,791 sf 6,981 sf 7,552 sf 28.79' I E \ - N_ o TiVICINITY MAP I I I L ------- ---------- ----- ------------------------------ ------------------------� I W I I BLOCK!I h 5 I 105.56' 88.00' 77.79' I I 1" = 500' W z S89'29'11"E 35'271. I I I I -------------J L------------- J I '^ • 212.39' I 0 C1 N89.29'11"W 212 39' �I DEVELOPMENT FEATURES SITE FEATURES U I I �J I � ACREAGE BUILDINGS WL I N50.05'29"W S4530 59"W I TOTAL PARCEL-2.20 ACRES I 16.99 19.42' 1 TOTAL LOTS-9 7-4PLEX UNITS W.. MALTA DRIVE I BUILDABLE LOTS- 7 TOTAL DWELLING UNITS-28 — — — - - — — — — — — COMMON LOTS-2 TYPE A UNITS (3 BEDROOM, 2 BATH)-2 — I — I TYPE B UNITS (2 BEDROOM, 2 BATH)-5 ' U ZONING I EXISTING-R-15 PARKING j PROPOSED-R-15 REQUIRED SPACES: 56 / I Q I SPACES PROVIDED:65 _J I r j SEWAGE DISPOSAL ADA SPACES REQIIRED: 3 m MERIDIAN CITY SEWER ADA SPACES PROVIDED: 4 W OQ��G I CV INCLUDES 2 VAN ACCESSIBLE SPACES Z BICYCLE PARKING REQUIRED: 3 SPACES WATEI� SUPPLY BICYCLE PARKING PROVIDED: 1 RACK WITH 5 SPACES MERIDIAN CITY WATER 11 o / _ TRASH I CITY ONE 12'x12'SCREENED ENCLOSURE --------------- ---------------- O MERIDIAN CITY O 7 JUMP CREEK SUBDIVISION ; ,� I i FIRE ACCESS J• I I j \\` I N SCHOOL DISTRICT ALL CURVES MIN 28' INSIDE/48'OUTSIDE. I ' S\QN L I I I N0. 3 i i I I MERIDIAN SCHOOL DISTRICT#2 1� ; BLOCK /U ��'� �; to ANIENITIES04 N: FIRE DISTRICT SEE LANDSCAPE FLAN FOR DETAILS MERIDIAN > SIGNS I ' I IRRIGATION DISTRICT SEE_ LANDSCAPE FLAN FOR DETAILS �++ LEGEND SETTLERS IRRIGATION DISTRICT LIGHTING BOUNDARY -- -- -SHIELDED PARKING AREA LIGHT STANDARDS _ —_---_- i ,� 1 LOT LINES - LIGHTS AT ENTRIES ON EACH BUILDING • , , � I ROAD CENTERLINE — RIGHT OF WAY LOT NUMBER Q OWNER SURVEYOR LOT AREA IDAHO SURVEY GROUP NOTES: BLOCK NUMBER BLOCK 7 1977 E OVERLAND RD 9955 EMERALD ST. O 1. STORM DRAIN WATER FROM PARKING AND BUILDINGS WILL BE ROUTED TO SAND AND GREASE TRAPS AND STORED AND MERIDIAN, ID 83642 BOISE, ID 83704 INFILTRATED IN SEEPAGE BEDS AS SHOWN. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. EASEMENT (208)846-8570 J 2. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. THIS SUBDIVISION WILL BE SUBJECT TO 28 r 27 NEW CHAIN LINK FENCE — DEVELOPER ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 33134 CURB GUTTER SW TRILOGY DEVELOPMENT ARCHITECT 3. SLOPE OF SITE IS SUFFICIENT TO PROVIDE MINIMUM 0.4%GRADE AT ALL GUTTER FLOW LINES AND 1%ACROSS ASPHALT STREET NAME W. ASHTON DR. SHAWN BROWNLEE THE ARCHITECTS OFFICE PLLC SURFACES. 9839 W CABLE CAR ST., SUITE ROB TEBEAU HANDICAP RAMP �' 101 499 MAIN ST. 2 1/2" ASPHALT 4. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL SEWER LINE s s BOISE, ID 8:3709 BOISE, ID 83702 f� 4" OF 3/4" MINUS CRUSHED 16001C0140H EFFECTIVE 02/18/2003 WATER LINE W W (208)895-8858 (208)343-2931 J AGGREGATE 5. ALL COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE JUMP CREEK NO.4 OWNERS ASSOCIATION OR IT'S STORM DRAIN LINE so so — ASSIGNS. PRESSURE IRRIGATION I, I, ENGINEER DATE: 12" OF 6" MINUS PIT RUN (PARKING) DAVID A. BAILEY, P.E. 08--12-2019 0000 14" OF 6" MINUS PIT RUN 6. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THIS CITY OF GRAVITY IRRIGATION BAILEY ENGINEERING, INC. PROJECT: (APPROACH AND STREET REPAIR) MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. FLOW ARROW 1119 E STATE ST, SUITE 210 C2013-024 PRIVATE ROAD SECTION 7. MERIDIAN WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. FIRE HYDRANT EAGLE, ID 83616 30 0 15 30 60 —S H E E T NOT TO SCALE CATCH BASIN (208)938-0013 1 STREET LIGHT a-* SCALE IN FE:ET _ 1" = 30' �r' up 0 8 in o aw m �, o m + —PI PI PI PI PI PI PIT PI PI PI pl pl pl PI pi - - -Pi - pi PI PI PI PI PI PI PI PI pl N Ion T •I — — — . .Tom,, r.. ... - _— _. . —__ _ _ _ _ _ _ _ _ _ _ _— — — — _ I JUMP CREEK 4PLEXE S -i Z BL OCK 16 i BLOCK f 6 i 0 2 II P P A+ --- I ------ I W iQz P P P ;z ------ ------ I I I - I I r' W Q _W�• --_ W C W0.9 � II ��I Iw \�� -II II I-I II TYPE I YPEII B- - -P ----P--- ----- -` � II II II ss ► II I iIIII I' ' aI I IIIII N L IIWZ�z�:NG 'o 2-1 A PJUMP CREEK BDIVISION TYPE A B � 7��- ------ CO v�F m A TYPE BN0. 3 3 1 —1 B LIOt p PP PPPP � PP P P � P PI PI PI PI PI PI PI F PIP P P W � I SATW W W W W W W W W W � — W G\ F W <TW. JOSEPH DRIVE -W N ui8" PV o00n.6 . . 8 PVC — mooOm 0 AN A � Oq \� I I I I I I I r ..�l I I I I I I I I I I S MHIE— I � 9 I it r`�`1 g ��D A B P - i r`��l Pi Pi Pi Pi Pi Pi Pi Pi p � i Pi Pi Pi Pi P i1 • P P P P P P P �\\\1 P I 1 4 4 I CHECKED BY: DAV'ID A. BAILEY P.E. —SSMH D-6 I \ DRAWN BY: DAE3/BEB I I I I I TYPE A TYPE B TYPE B I � 9 I JUMP CREEK SUBDIVISION NO. 3 \\� 111 3-1 B 2-1 A 2-113 IIII I A . I I I _ O O O J I I BLOCK 16 O F PI - PI - .— PI — PI I� — — — — — PI PiBLOCK PI PI I PI I V) I PI ,,; �'�II I I _ o _ 0 II I I nm om h` II I Imp W I PI_ I I I I • I IM I IIII I Q N 0 PI PI PI PI PI IIII �:�': Im+�—Im+�—IRS—Imp—IM I I I I f�l I W I" I I IIII I I o 1 _ f - - --- Z I —wig- W13 Wi:" wit wla wt W13 W1 -—————wi1---------- -—————W1 W74�W1 Hill W7 w W1�W1� IIII I I W. M ALTA DRIVE IIII \ W, — _ � _ — — — — — — — — — — —I I _ IIII— • II uu I X 2547 2547 d N Curve Table 00 Curve Radius Length Chord Bearing Delta I� W N M 0 N C1 635.00' 75.75' 75.70' S87.05'46"W 6.50'05" 3 INS •• 2544 3 N ``' ~ 2544 C2 125.00' 145.86' 137.73' N40'44'04"W 66'51'33" 3 LW N W Z CIOQ N O C3 87.00' 76.57' 74.12' S65.25'26"W 50.25'31" Z zoo ao It NH � > t0 1100 It ^ O M N N ? C4 125.00' 35.57' 35.45' N15'27'24"W 16'18'14" IL.IL O -t 00 O) 04 O C T- - N 00 N N u7 C5 125.00' 72.78' 71.76' N40.17'19"W 33.21'35" 0 254 04 M N N L I ( In � N 2541 C6 125.00' 317.51' 37.37' N65'33'59"W 17'11'44" + O + lNN ? 2N ZZ0 �i J N = o0N ? ? 0 �Q •• > >> FINISHED� N � >> > NN z_ z_ z_ GROUND L� PIRR CROSSING \ 253 — 18" MIN 2538 w / EXISTING LEGEND W GROUND Q - BOUNDARY ------ �N LOT LINES U 253 8 2535 ROAD CENTERLINE - -- - 1291 SDR-355 RIGHT OF WAY G—IRR CROSSING LOT NUMBER (D LOT AREA 6,500sf 2532 2532 BLOCK NUMBER BLOCK 7 1 " MIN EASEME14T ---------------- 0 58 LF 8H PVC �•60% NEW CHAIN LINK FENCE - - •40% 2 262 F C-C CURB GUTTER SW LL I 5 LF 8 PVC C�DO J STREET NAME W. ASHTON DR. 252 2529 HANDICAP RAMP SEWER LINE s— • WATER LINE —W--W STORM DRAIN LINE PRESSURE IRRIGATION PI 252& 2526 GRAVITY IRRIGATION DATE: FLOW ARROW 08•-12-2019 SEWER LINE E PROFILE FIRE HYDRANT 14 PROJECT: HOR: "=30' CATCH 13ASIN C2013-024 = VER: 1"=3' STREET LIGHT mIE 30 0 15 30 60 SHEET 251+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+6023 SCALE IN FEET _ 1" = 30' UP �2m I A B C D E F G H I J K L M N O P STD yP!*� OF I#•.,•� 1 387 LF - PROJECT PERIMETER 1 �o��D,Rr7T,�s 11 TREES REQUIRED ( 1 TREE PER 35' FEET) 11 TREES PROPOSED LA- 16827 EXISTING FENCE TO S/25/201S REMAIN. SEE PHASE 3 '. l '•.`�A S C A4�.•' DATE: [ 4 - — x x x 9-25-2019 PI PI PI �I PI PI PI PI PI PI PI I PI PI PI PI I PI LAWN IR — — — = LAWN LAWN LAWN 2 L O le / \ I I I 76 I I� ( I _ 1 ) I — - - - - - — - - - - - — 2 I I I � � I � I I I I I I Ex1STNCx coNIFER KEEP SAND E v WINDOWS CLEAR - I > o M o a ' /7T At ALL TIMES I I ° TYPICAL v O U o I I I I I I LAWN � v III II I > o � 0m v W EXISTING LANDSCAPE o •tn - / L o o o I co BUFFER E FENCE TO No Co oN ui i 6 8IL I I REMAIN. SEE PHASE 3 o, 3 O I I I / I 3x 4 . v OI CO BX- o o, SEE DETAILS I I III I / . L WN LA SHEET L2.1 I III I I EXISTING SHADE TREE J I I j I I I I 4 5 I I I I TYPICAL O W a •a II III II I 0 m m I I I II III II OOil a I I I II III II I I 4 - - - - - - - - - - - _ I II III II -7 I I 4 �� t I I I ( l \ \ L WN L WN I iZr ) LA LAWN O p W W 2'X2' PASAL 1 L WI 1 — — — — — — REVISIONS: BOULDERS \ w W W w w I I (TYPICAL) O i w W . w w w i w w — — — — — - - — — — — — — — — — 5 � � �/ / S S S S S S S s s s \ , s s s l \ �� \ ° I I CIA s \ LAWN + LAWN - - - - - - - _ _ _ _ s 5 + I I EXISTING LANDSCAPE 5UFFER 4 PENCE TO I REMAIN. SEE PHASE 3 6 LAWN - - o 6 I 0 \ \ \ 10 I \ \ LA F.EL WN `n 12 I 21AP1 1 I Q \� �I z 7 I 1 6 I I \ III 1 II I 7 o I I I II 1 2\4 I LAWN LAWN �■■� II L - - I I I _— __ _ � I - - — — - - - - - - — — — — — - - - - - - _ i I■■I I I I I 0' PI I PI PI I Q PI PI PI 8 8 I I I I o x � - - — — — — I a � P -IR IR r^ IR IR I IR IR IR RR P� ° PI PI IR PI IRF; IRR IRR IR - - - o- - Z 9 W12 W12 W12 W1 W19 W1 1 W12 W12 W�` �- 9 r1 w1 W1 EXISTING LANDSCAPE ° W1 NOTE. ADJUST THE __U w BUFFER E FENCE TO W. /� / MALTA DR � PLANTINGS TO INCORPORATE w1 REMAIN. SEE PHASE 3 1/ 1/ AC UNITS IN THE FIELD W1az OVERALL SITE PLAN A 10 SCALE: P=20'-0" 10 W LEGEND: GENERAL LANDSCAPE NOTES ❑ SODDED LAWN AREA - Dwarf Turf Type Tall Fescue DRAWN BY: 1. NO TREES SHALL 5E PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHD JAG STORM DRAIN PIPE- 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION x EXISTING 6' NC�T. SOLID VINYL FENCING TO REMAIN CHECKED BY:o o EXISTING 4' I-ICxT. SOLID VINYL FENCING TO REMAIN JDR 11 DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION v 11 SYSTEM. PROJECT NUMBER SEE SHEET L1.10 FOR OVERALL SITE PLAN, SEE 3. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK � SPECIMEN BOULDER - ROUGH DESERT SAND STONE _ OF ANY SIDEWALK BOULDER - 3' MIN. DIMENSION IN ALL DIRECTIONS LANDSCAPE NOTES 4. KEEP ALL BIO-SWALE MEDIA IN ALL DRAINAGE AREAS OPEN AT ALL TIMES LOCATE a ENTR�I"S ONLY SHEET: SHEET L2.0 FOR PLANT LIST , (COORDINATE WITH CIVIL CONSTRUCTION PLANS FOR LOCATIONS) �J STANDARD BOULDERS - AN EQUAL MIX OF 1 FT. 2FT. 4 AND PLANTING DETAILS 3FT. DIA. NATIVE BASALT BOULDERS (CLEAN FROM CALICHE) 12 12 � A B C D E F G H I J K L M N 0 P A B C D E F G H I J K L M N O P STA:N,W�E OF10 j�••••• 1 LANDSCAPE NOTES LA i6g2c3 PLANT SCHEDULE .NOTE: ALL TREES TO BE GRADE 01) :;d 9/25/2019 I. All plant material shall conform to the American Nurser man Standards for a and size shown. •••�;�SCPQ�.•�� KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS p y yp COMMON NAME Plants will be rejected if not in a sound and healthy condition. All plant material shall be Grade 01 or DATE: TREES better. 2. All planting beds and tree wells in lawn areas (wells to be 3' in diameter) shall be covered with a `J-25-201`J minimum of 3" of MINI BLACK AND TAN ROCK chips. Submit sample for approval by owner. 3. All lawn areas shall be sodded with 100ro Turf T e Tall Fescue (Festuca arundinacia). 2 AG Red Rhapsody Amur Maple 2" BBB 15' hot. 15' wide CLASS I yp 2 Acer tataricum subsp. ginnala 'Mondy' 4. All plant material shall be guaranteed for a period of one year beginning at the date of AP Acer platanoides 'Ezestre' 211545 25' hot. 25' wide CLASS II 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. Easy Street Maple 5. Planting backfill for trees and planting beds shall be 5 parts topsoil and 1 part compost with Ln O E o v AR Acer rubrum 'Franksred' 211545 35' hot. 30' wide CLASS 11 straw. Stake all trees per details. Q CDM o a Red Sunset Red Maple 6. All sodded areas shall have 6" of topsoil and all planting beds shall have 12" of topsoil. cn or) o BN Betula nigra 2" 545 Multi-Stem 35' hot. 25' wide GLASS I1 Topsoil shall be a loose, friable, sandy loam, clean and free of toxic materials, noxious weeds, weed p N seeds, rocks, grass, or other foreign material larger than 1" in any dimension, a pH from 5.5 to -1.0. - E2 QQJ ' River Birch nn �n PP Sunburst? Black Hills S ruce 6'-10' h t. BBB 25' h t. 15' wide CONIFER Top soil from site shall be used, if meeting these standards. Place 1/2" compost over all landscaped N v � p o o areas and rototill into top 4". Spread, compact, and fine grade topsoil to a smooth and uniform o 0 o ca = Picea glauca var. densata 'MonChet' grade, 1" below surface of walks and curbs in areas to be sodded and 3" in planting bed areas. r-,J CO N Ln i PP Picea pungens glauca 'Colorado blue' 6'-12' hot. 545 45' hot. 20' wide CONIFER -1. Fertilize all trees and shrubs with 'Agriform" planting tablets, 21 gram. Quantity per manufacturer's QJ 3 Colorado Blue Spruce recommendation. 3C4 a PC Pyrus calleryana 'Redspire' 2'I 545 30 hot. 25 wide CLASS II 8. Plant material shall not be substituted without the written permission of Owner. Submit names of inv t3 Redspire Flowering Pear three suppliers contacted if substitution is requested and plant material specified is not available. i PK Krauter Vesuvius Purple Leaf Plum 9. Shrub planting beds shall be shovel edged to create a distinct separation of landscape types. ,� Z p 2" B4B 20' hot. 25' wide CLASS 1 10. Immediately clean up any topsoil, or other debris on site created from landscape operation and Prunus cerasifera 'Krauter Vesuvius' dispose of properly off site. ;QJ PR Prunus Sargent!! 'Columnaris' 2" 545 30' hot. 15' wide CLASS 1 11. All landscape areas shall have an state of the art (2 wire) automatic underground sprinkler system O W Columnar Sargent Cherry which insures complete coverage and is properly zoned for required water uses. All shrub and Q m PS Prunus Columnar entii 'Columnaris' perennial beds shall have drip irrigation and all lawn areas shall have spray or gear driven heads g 2" B4B 30' hot. 15' wide CLASS I placed on their own zones. Irrigation system shall be design built by a qualified irrigation design Q Columnar Sargent Cherry CL specialist (Shop/Construction drawings shall be provided for review and approval by the a SHRUBS Landscape Architect before any work is initiated). Coordinate water source with civil engineering m 4 drawings and owner. 4N V BC Berberis thunberoii 'Helmond Pillar' 2 Gal. 3' hot. x 2' wide 12. Coordinate all drainage areas and utilities with tree locations and adjust per field conditions. a Helmond Pillar Barberry 13. The Contractor shall refer to the Irrigation Design Build Specifications and the typical irrigation p BB Euonymous alatus 'Compactus' S Gal. 4' hgt. x 4' wide installation details on sheet L3.0 and L3.1. Gi _ Dwarf Burning Bush 14. Coordinate all drainage areas and utilities with tree locations and adjust per field conditions. C .0 BX Buxus x 'Green Velvet' 2 Gal. 3' hot. x 3' wide 15. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE Ln Q Green Velvet Boxwood CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. CO Cornus alba 'Bailhalo' 5 Gal. 4' hgt. x 4' wide 16. The Contractor shall coordinate the following to be approved by the owner/Landscape REVISIONS: Ivory Halo Dogwood Architect before installation: Specimen boulders, Basalt boulders, 3-4" washed river rock and rock EF Euony mulch in the planter areas. fortunes 'Emerald Gaiety' 2 Gal. 3' hot. x 3' wide I-1. All fencing shall comply with 11-3A--I, Meridian Clty Code. Emerald Gaiety Wintercreeper 18. VISION TRIANGLES ARE 40' X 40' AND 20' X 10' PER A.C.H.D. STANDARDS. 5 is Juniperus scopulorum 'Blue Arrow' 5 Gal. 10' hot. x 3' wide 19. All fencing in common areas shall be setback 20' from the R.O.W. 5 Blue Arrow Juniper 20 All 510-5WALE MEDIA within any drainage area shall be kept open and free at all times. MJ Juniperus scopulorum 'Medora' 5 Gal. 10' hgt. x 3' wide 21. Bermino along Black Cat and McMillan Streets to be at a 4:1 maximum slope and a MINIMUM of 3' Medora Juniper high. Grading shall be smooth and uniform through out. PO Physocarpus opulifolious 'Seaward' 5 Gal. 5' hot. 5' wide Summer Wine Ninebark PG Picea pungens 'Globosa' 5 Gal. 4' hot. 4' wide Dwarf Globe Blue Spruce PW Pinus strobus 'Blue Shag' 5 Gal. 4' hgt. 4' wide GENERAL LANDSCAPE NOTES Dwarf Blue Shag Eastern White Pine RM Rosa 'Meigalpio' Plant Patent 01-10-1-1 2 Gal. 18" hot. x 30" wide Red Drift Groundcover Rose 1. NO TREES SHALL BE PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHE) 6 RR Rosa x 'Nearly Wild' 2 Gal. 3' hgt. x 3' wide STORM DRAIN PIPE.. Nearly Wild Rose (Floribunda) 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION SJ Spiraea japonica 'Walbuma' P.P# 9363 2 Gal. 2' hot. 2' wide DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION O Magic Carpet Sp i rea SYSTEM. WF Weigela Florida 'Bramwell' 2 Gal. 3' hot. 3' wide 0 Fine Wine Weigela 3. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK OF ANY SIDEWALK. GROUND COVERS/ GRASSES/ PERENNIALSCO 0 CA Calamagrostis x. acutiflora 'Overdam' 1 Gal. 6 36" O.G. 3' hgt. x 2' wide 4. KEEP ALL BIO-SWALE MEDIA IN ALL DRAINAGE AREAS OPEN AT ALL TIMES � Dwarf Feather Grass (COORDINATE WITH CIVIL CONSTRUCTION PLANS FOR LOCATIONS) 7 CV Coreopsis verticillata 'Moonbeam' 1 Gal. a 48" O.C. 12" hot. x 2' wide 7 Moonbeam Thr'Stella Tickseed g BIO-RETENTION ALTERNATE SEED MIX 0 HH Hemerocallis x Dee Oro �1 Gal. 48 O.C. 18 h t. x 2 wide Stella De Oro Daylilly �■■� LL Lavandula angustifolia 'Dilly Dilly' 1 Gal. a 36" O.G. 12" hgt. x 18" wide Dilly Dilly Lavender PROVIDE THE FOLLOWING: CK Calamagrostis x acutiflora 'Karl Foerster' 1 Gal. a 36" O.C. 4' hot. x 2' wide Karl Foerster Dwarf Feather Grass SPECIES RATE (PLS lbs./Acre) PA Pennisetum alopecuroides 'Little Bunny' 1 Gal. .8 36" O.C. 2' hot. x 3' wide Western yarrow (Achillea millefolium var. occidentalis) 0.10 Little Bunny Dwarf Fountain Grass Firecracker penstemon (Penstemon eatonii) 0.20 PVH Panicum virgatum 'Hot Rod' 1 Gal. 0 36" O.G. 4' hgt. x 2' wide Blue flax (Linum perenne) 2.10 8 Hot Rod Switch Grass California poppy (Eschscholzia californica) 2.10 L] PSR Phlox subulata 'Red Wings' 1 Gal. a 48" O.C. 6" hot. x 3' wide Sheep fescue (Festuca ovina) 1.50 Red Wings Creeping Phlox Idaho fescue (Festuca idahoensis) 2.0 a Sandberg bluegrass (Poa secunda ssp. sandbergii) 1.0 Note: Shrub and tree counts are for refernce only and not guaranteed, contractor shall verify all quanititles. Rocky Mountain penstemon (Penstemon strictus) 1.0 Tota I 10.0 QZW to " 9 9 wW az a � A 10 10 �■■.� W DRAWN BY: JAG CHECKED BY: 11 11 JDR SEE SHEET LLO FOR OVERALL SITE LOCATION PROJECT NUMBER MAP AND SHEETS L1.1 THRU L1.3 FOR DETAILED SHEET: LANDSCAPE PLANS, SHEETS L3.0 - 3.1 FOR DESIGN BUILD IRRIGATION SPECS AND DETAILS 12 12 L2e0 A B C D E F G H I J K L M N 0 P A B C D E F G H I J K L M N O P STA:N,W�E OF • 5�����D Ror,, 10 1 LA- 16827 9/25/2019 ��: ��•1gND S C PLANT TREE AT PLANT TREE AT SAME SAME ELEVATION REMOVE DEAD/DAMAGED BRANCHES AND ELEVATION AS NURSERY REMOVE DEAD/DAMAGED BRANCHES AND PLANT SHRUB At SAME DATE: PRUNE TO INTERNATIONAL SOCIETY OF PRUNE TO INTERNATIONAL SOCIETY OF ELEVATION AS NURSERY g_25_201cJ AS NURSERY ARBORICULTURE STANDARDS, IMPROPERLY ARBORICULTURE STANDARDS, IMPROPERLY 3" MIN. DEPTH OF MINI BLACK AND TAN ROCK PRUNED TREES SHALL BE REPLACED PRUNED TREES SHALL BE REPLACED MULCH (OR APPROVED EQUAL), KEEP BARK 2 2" DIA. WOODEN POLE (LENGTH 3" WATER MULCH A MIN. OF V AWAY FROM TRUNK 2 AS REQUIRED) SET STAKES RETENTION BERM a) PARALLEL TO PREVAILING ATTACH TRUNK FIRMLY TO POLE W/ FINISH GRADE 4- WIND. SEE NOTES CINCH TIE. SEE NOTES ` ATTACH TRUNK FIRMLY TO POLE W/ *- E —I III- w L, O E o CINCH TIE. SEE NOTES BACKFILL W/ > 0 0 a APPROVED TREE WRAP — ROOT BALL Q cn m c.� a) v PLANTING SOIL III= i FOLD BACK BURLAP 1/4 WAY OR FROM BALL TO FIRST BRANCH 3" DIA. WOODEN POLE _ _ _ m N _ _ rj cn - - = = _I�iUNDISTURBED > 0 �i - v REMOVE WIRE BASKET FROM ROOT (LENGTH AS REQUIRED) —III—III—III—III- SOIL v� ry� =° �? 4j QS BALL AS SUPPLIED AND REQUIRED 4" MIN. VISIBLE TRUNK o (JT FLARE o 0 0 MIN. DEPTH OF MINI BLACK AND TAN ROCK V) 3" . TA MULCH (OR APPROVED EQUAL), KEEP MULCH NOTE - DIG HOLE TWICE THE SIZE OF ROOT BALL N m N i z Q 3" MIN DEPTH OF MINI BLACK AND N ROCK 3" WATER � VISIBLE TRUNK FLARE A MIN. OF 3" AWAY FROM TRUNK � 3 RETENTION BERM MULCH (OR APPROVED EQUAL), KEEP MULCH 3 Lj A MIN. OF 3" AWAY FROM TRUNK 3" WATER a SHRUB PLANTING DETAIL a a t� SET TOP OF ROOT BALL RETENTION BERM NO WALE 2" ABOVE FINISH GRADE�=� = - — = - � ''.' � III SET TOP OF ROOT , _= FOLD BACK BURLAP 1/4 WAY OR REMOVE WIRE BACKFILL W/ - — — =III" BALL 2" ABOVE — Is — BASKET FROM ROOT BALL AS SUPPLIED AND PLANTING SOIL I„_I Ii lI II —UNDISTURBED FINISH GRADE —I II _ — II I� REQUIRED _ - - 0W a 36 SOIL BACKFILL W/ _ III �i i I�= ICI � Q m OR TWICE THE SIZE OF PLANT BALL — =III �— h� PLANTING SOIL III UNDISTURBED aj 36"MIN SOIL a U NOTES: OR TWICE THE SIZE OF ROOTSALL =mmm 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE mCONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT m 4IV AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. NOTES: STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE `1' a 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT �t 9 FINISH GRADE = a AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. � TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. m r 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE M H NO SETTLING WILL OCCUR). �� TIES TO THE SLAKES WITH GALVANIZED NAILS t0 PREVENT MOVEMENT. Q) 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE .i I III III UNDISTURBED REVISIONS: NO SETTLING WILL OCCUR). SUBGRADE 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. DECIDUOUS TREE PLANTING DETAIL 5 1 NO SCALE CONIFEROUS TREE PLANTING DETAIL BOULDER PLACEMENT DETAIL 5 NO SCALE 4 T NO SCALE 6 1 40' X 40' VISION (5: 1 slope) L2.1 TRIANGLE SWALE TOP O (6" FREE BOARD) M SEE DETAILED LANDSCAPE PLANS F Q FOR PLANT TYPES TYPICAL PLANTINGS (SEE 7 O - - - - - - - - - _ ♦ LANDSCAPE PLANS FOR TYPES 7 PROVIDE A MIX OF AND DETAILS FOR O ALL PLANTERS TO HAVE A ■ 0 , - - - - - - - - - - - - - - _ - - - - - - - DIFFERENT SIZES OF INSTALLATION SHOVEL EDGE TO PROVIDE A ■ - - - - - - - - - - - - - BASALT BOULDERS ALONG TOP OF a ~ DISTINCT SEPARATION BETWEEN - - - - - - - - - - - - THE EDGE OF THE BSM LANDSCAPE TYPES \ SLOPE a 0 , \ \ ♦ 3. 6" FREE BOARD �' p��F' � II I»I I - Io100 J YEAR SWALE BIOS-WALE MEDIA (NO TREES S<p 25 YEAR SWALE OR BOULDERS WITHIN C Q 1 1J I II II I IoI III III IoI014 II I�-1 [■I 0 THE BIO-SOIL MEDIA (WIDTH 8 VARIES), 1-2% 1 I1 �■■� / I I I IIIII1II I QI HYDRO-SEEDED LAWN MIX ON 4 I + + p I I I I. 1 IIIIIIIIIIII= = = IIIIII IIIIII I-I SLOPES AND BOTTOM, COORDINATE PROVIDE A MIX OF DIFFERENT L2.1 SIZES OF BASALT BOULDERS �/ I i I FLAT I ` = = I III-III- IIIIIIIII III-III WITH A.C.H.D. BIO-SWALE STANDARDS a ALONG THE EDGE OF THE / � � I U III f FOR TYPE AND LOCATION BIO-SWALE CONTRACTOR TO INSTALL � I 0 I 0 PLANT MATERIAL PER I I + DETAILS, SHEET L2.0 24" DEPTH OF SANDY LOAM SOILS ON SLOPES I O �j MONITORING WELLS - I I I 1-2� I AND BOTTOM OF SWALE - PER A.C.H.D NO TREES WITHIN 10' I II I I 3: 1 SLOP STANDARDS. PLACE BOULDERS AND RIVER BIORETENTION SOIL MIX BSM 70-90%' SAND 9 BOTTOM ELEV. � I � ROCK AROUND THE DRAIN I I (BSM) (NO TREES, 9 �\ I � 'I SHRUBS OR BOULDERS WITHIN THE BSM SMALL ACCENT PLANTINGS 2537.9 0-30% SILT 1 PIPE I ( KEEP CLEAR OF THE BIO 2-15% CLAY I AREA (WIDTH VARIES). REFER TO A.C.H.D. RETENTION SOIL MIX (BSM) 8202.12 BMP 14 BIORETENTION SOILS. \ -- - - - - - - - - - - - - - - - - - j SODDED LAWN MIX GROWN IN 60% SAND SAND MEDIA PER A.C.H.D NOTE: REFER TO CIVIL Z LARGER ACCENT (BASALT OR \� \\\ // / 20% SANDY LOAM (SILT, SAND, CLAY) STANDARDS IF AVAILABLE. CONSTRUCTION PLANS SHEETS SANDSTONE) BOULDERS IN \ 20% COMPOST (NOTE L2.0) FOR SECTION AND SWALES THE PLANTER AREAS AS 0 O �� � � _ - - - - - - - - - - - -- - - - - - - � �� / - DETAILS SHOWN 0 � � � Q + \ � - - - - - - — - - - - - — — — � 10 �� BIORETENTION SOIL MIX (BSM) (NO TREES, O 10 SHRUBS OR BOULDERS WITHIN THE BSM + + + I PI NOTE: PER A.C.H.D. BSM (BIO-RETENTION SOIL MIX) STANDARDS, THE AREA (WIDTH VARIES). REFER TO A.C.H.D. __ __�� CONTRACTOR SHALL PROVIDE AN ANALYSIS AND SAMPLE OF THE BSM TO W 8202.12 BMP 14 BIORETENTION SOILS. THE OWNER AND A.C.H.D. ENGINEERS FOR REVIEW AND ACCEPTANCE PRIOR 60% SAND 4' & 6' SOLID FENCE TO ANY CONSTRUCTION. 20% SANDY LOAM (SILT, SAND, CLAY) SOILL BOO RETENTION MEDIA (BSM) (SEE FENCING PLANS) 2 3 20% COMPOST L21 L2.1 DRAWN BY: SODDED LAWN MIX GROWN IN SAND MEDIA JAG PER A.C.H.D STANDARDS IF AVAILABLE. TOP OF POND HYDRO-SEEDED LAWN MIX ON (NOTE L2.0) NOTE: LANDSCAPE SYMBOLS ARE DEPICTED FOR 6" FREEBOARD SLOPES AND BOTTOM, COORDINATE CHECKED BY: 11 GRAPHIC REPRESENTATION ONLY, SEE LANDSCAPE PLANS TREES MUST BE WITH A.C.H.D. 610-SWALE JDR FOR TYPES AND LOCATIONS OF LANDSCAPE MATERIALS OUTSIDE SWALE STANDARDS FOR TYPE AND 11 LOCATION PROJECT NUMBER SHEET: TYPICAL DRAINAGE POND ENLARGEMENT TYPICAL PLANTING DETAIL IN DRAINAGE POND SCALE: P=1m'-m" N.T.S. 12 12 j2o 1 A B C D E F G H I J K L M N 0 P A B C D E F G H I J K L M N O P STA:N,W�E OF • 5�����D Ror,, 10 1 9 25/2019IRRIGATION DESIGN BUILD SPECIFICATIONS ���•I4ND S C PQ $ •• DATE: g-25-201g PART 1 GENERAL PART 2 PRODUCTS 2 PART 3 EXECUTION 2 1.1 SUMMARY: 2.1 MATERIALS: 3.1 PREPARATION: Q) A. Includes, but not limited to furnishing and installing sprinkler system complete with accessories A. Pipe and pipe fittin s± A. Design system for available PSI and GPM, size mainline pipe so as not to exceed 5 FPS. °J Ln O o p pp g g y pp > o o Y a necessary for proper function. Route piping to avoid plants and structures and. Review layout requirements with existing Q r� rn �' a3 v B. Coordinate head location with plant material (new and existing). Irrigation heads to take priority I. Pipe for pressure lines (mainlines) shall be Schedule 40 PVC. Pipe for lateral lines shall be Class utilities and respective trades. Lawn areas and shrub zones shall not be mixes on the same 00 over plant material. 200 PVC. Pipe for drip zones shall be minimum 100 PSI Polyethylene (PE). Pipe shall be circuit. Gear heads and pop-up heads shall not be on same zones. All shrub planting > o N Q C. Coordinate all irrigation work with existing utilities and respective trades. continuous) and permanently marked with manufacturer's name, size, weight, type, and working beds shall be Irrigated with Netafim tubing. Northern and eastern exposed areas shall not y p y g yp g g g p v c-n Ln D. Irrigation system to connect to Existing Pressurized Irrigation System with no cross connection to pressure. be on the same zones as southern and western exposed areas. CD domestic � @j domestic water supply. 2. Fittings shall be Schedule 40 PVC. B. Coordinate location of sleeves, under paving, with existing utilities and respective o CO � `-NE v 1.2 GUARANTEE: 3. Sleeving shall be Glass 200 PVC. trades. Q 3 4. Solvent Cement for Joining PVC Piping: ASTM D 2564. Include Primer according to ASTM C. Space all heads so as not to exceed g0 r, of manufacturer's performance charts maximum 3 I� QJ F 656 spacing. Space Netafim tubing in parallel lines not more than 24" apart. iC4 a A. All components of installed sprinkler system shall be guaranteed for one (1) year from date of O a v acceptance by Owner. v B. Sprinkler heads and nozzles: B. Fill and repair depressions and replacing plantings due to settlement of irrigation trenches. C. Any repair or replacement of the sprinkler system during the guarantee period shall be without any 1. Small Lawn Areas± Hunter Pro-Spray PROS-4 with Hunter Pro-Spray nozzles. additional cost to the owner. p y p y 3.2 PERFORMANCE: a► 2. Large Lawn Area± Hunter PGP heads or Hunter 1-20 heads. 04. 3. 411 heads shall include a triple swing assembly. Horizontal nipple (parallel to side of lateral lines) LU 1.3 QUALITY ASSURANCE: shall be a minimum of 6" long. All other nipples on swing assembly shall be of length required for A. trenching and backfilling (PVC pipe): i CO proper installation of heads. A minimum of 12" (maximum of 18") of Swing Riser Pipe and Swing Riser y m Q A. Work and materials shall be in accordance with the latest rules, regulations, and other applicable Fittings shall be on all pop-up spray heads. 1. Over-excavate trenches 2" and bring back to proper depth by filling with sand or fine, v g pp g p p- p p y state and local laws. Nothing in the Contract Documents is to be construed to permit work not 4. Shrub Areas± Netafim Techline CV tubing, to GPI-1/12" Dripperline or Equal Hunter Dripperline. See rock free soils. Do not cut roots , rock free soil.existing plants larger than 2 . ki Sri• a �, conforming to these codes. Contractor shall obtain and pay for any and all permits and fees manufacturer for the proper dripline in relation to existing soils. 2. Cover pipe with 2" sand or fine, r -8 m 4 required for this work 3. Backfill remaining portion of trench with rock free excavated trenching material and 4 � comp act to 90io. IV 0 B. Perform work with personnel experienced in the work required in this section under the direction of p J � a skilled foreman. C. Valves: _ C. Contractor shall furnish all components, labor, tools, and equipment as necessary for the proper B. Grades and Draining: Gi execution and completion of all irrigation work I. Circuit valves± Hunter ICV series, sized as not to lose more than 4 PSI through valve. O D. During construction, protect materials from damage and prolonged exposure to sunlight. 2. Manual shut-off valves± brass gate, size same as mainline, non-rising stem. Place in 6" PVC I. Install manual drain valves on each end of main line. Provide 1 cu. ft. drain rock below cn p class 200 sleeve (length as required to be flush with finish grade) with valve box and cover. each drain valve. 3. Manual drain valves± brass, 1/2" gate or ball. Place in 2" PVC class 200 sleeve (length as 2. Slope pipe under paving and walks to drain outside these areas. REVISIONS: 1.4 SUBSTITUTIONS: required to be flush with finish grade) with locking valve marker. A. An requested substitutions shall be in writing, submitted to the Owner, giving reason for 3. Drip zones: pressure regulating valve (size as required per manufacture's C. Pipe Installation: y q g� g g substitution and specifications of requested substituted product which meet or exceed recommendations). I. Install pipe in a manner to provide for expansion and contraction as recommended by the 5 specified one. D. Filter: manufacturer. 5 2. Install mainline with a minimum of 16" of cover and lateral lines with a minimum of 12" of cover 1.5 SUBMITTALS: 1. Netafim Disk Filter± 100 mesh screen, size as required for manufacturer's recommendations, based on finish grade. 3. Install sleeves under walks and/or paved areas with a minimum of IS" of cover based on A. Prepare an accurate record drawing, as installation proceeds, to be submitted prior to final E. Controller: finish grade of base material. Extend all sleeves a minimum of 6" beyond walks, curbs, and/or inspection. Record drawings to show, by dimension, all components. paving. B. Final payment for sprinkler system will not be authorized until accurate and complete record 1. Hunter ACC-99D 2 wire Decoder System Controller, station number as required, coordinate 4. Cut pipe square and remove burrs at cut ends prior to installation. Make solvent weld drawings are submitted. with manufacturer's recommendations. joints per manufacturer's recommendations. Do not use an excessive amount of solvent to 2. Control wire shall be OF-UL listed annealed copper conductor direct burial. Minimum size± cause an obstruction to form inside the pipe. 14 gauge. Control wire placed next to mainline± provide a 10"-12" expansion coil at 100' 5. Use Teflon tape on all threaded connections. Apply per manufacturer's recommendations. 1.6 WARRANTY intervals and at corners. Splices at valves shall be with UL listed waterproof wire connectors. No splices shall be permitted between valve boxes and controller. 6 A. Standard one year guarantee stipulated in shall include- D. Heads: 6 1.Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches. 1. Locate pop-up sprinkler heads no closer than 2" from walk or back of curbs in lawn 2.Adjusting system to supply proper coverage of areas to receive water. areas. O 3.Ensuring system can be adequately drained. 2. Flush all lines prior to installation of heads. 3. Set all heads perpendicular to and flush with finish grade. 4. Install Netafim tubing 4" below surface of planting beds, after completion of planting I1 MAINTENANCE: and fine grading. Pin with (o" wire pins at a maximum of 4' O.C. Install so all tubing is looped, space lines at 24" O.G. with PVC headers, and provide drain valve for each drip zone. A. Submit manufacturer's operation and maintenance manuals, to include manufacturer's parts catalog, I"I for each head type, valves, and controller. E. Control valves and Controller: 7 B. Provide operation and maintenance instruction to the Owner for proper operation, maintenance, and 7 length of watering time each valve is required to be open for proper watering of area covered I. Controller: Wall mounted in pump house or Pedestal mounted in the field, install per O throughout the watering season. manufacturer's recommendations. Location per Owner's requirements. C. At the beginning of the first winter - drain, blow out, and make any required adjustments to the 2. Install control valves in Ametek or Brook plastic valve boxes, size as required for easy system, to insure complete winterization. access and maintenance. Provide snap top plastic covers. Top of valve box to be flush with finish grade and place 1/2 cu. ft. of drain rock in boxes below valves. Install filter and Pressure Regulating Valve on Netafim tubing zone(s) per manufacturer's recommendation. �■■� 1.8 EXTRA STOCK: 3. Provide 1 extra control wire to each end of mainline. A. Provide owner with the following extra stock �■■� items± 3.3 FIELD LEST: 1. One valve key for shut-off and drain 8 valves. �O A. Prior to backfilling, fill mainline with water and pressure test to 100 PSI. Mainline shall 8 a 2. One valve marker keys. o not lose more than 15 PSI in 15 minutes. Pressure test to be approved by Owner or 3. One head of each type. I Owner's representative. 04 Hunter B. Perform water coverage test by irrigation industry approved method to insure uniform 0 0 0 0 0 0 0 0 0 0 0 0 00 precipitation rate. Perform coverage test for each type of lateral circuit, i.e. one 0 O Automatic each for lawn rotors, lawn pop-ups. Coverage test to be approved by Owner or sprinkler controller (PLACE IN HUNTER PEDESTAL) Owner's representative. 20 Finish Grade 3.4 ADJUSTMENTS: 3 O 3 approved electrical conduit 1/2" UL a A. Adjust all heads to be flush and perpendicular with finish grade. Adjust all heads Z 9 rin nut d and Junction box for 120V AC electrical power and or nozzles for distance and arc per field conditions and so water does not H � spray on any building, parts of buildings, walks, or paving. W 9 O PVC schedule 40 control wire conduit (size as 9 �■1 d) required) 3.5 CLEAN UP: Q OPVC sweep ell (depth as required) A. Immediately clean up and properly dispose of off site any debris created from sprinkler installation operation. �® T O Control wires to electric valves Z OExterior surface for mounting of sprinkler controller nform to local (l electrical l work must codes. Referto product literature for a 10 additional installation requirements. 10 5 This drawing is provided for reference only. DRAWN BY: Individual project requirements and local JAG may dictate differences in installation CERTIFIED LANDSCAPE TECHNICIAN (CLT) CERTIFICATION WILL BE TAKEN INTO procedures that are not identified here. CONSIDERATION AS PART OF THE CONDITIONS WHEN AWARDING THIS CONTRACT. CHECKED BY: CONTACT ANN BATES "1-800-46 69 2-4� FOR INFORMATION ON THE CLT CERTIFICATION 11 IRRIGATION CONTROLLER 11 JDR 1 No SCALE PROJECT NUMBER SEE SHEETS L&I FOR TYPICAL - IRRIGATION INSTALLATION DETAILS SHEET: 12 12 L3e0 A B C D E F G H I J K L M N 0 P A B C D E F G H I J K L M N O P STA:Ni'*E OF • 5�����D Ror,,1 FINISH GRADE AMETEK OR APPROVED VALVE BOX W/ LID SPRAT' HEAD 3" IN LAWN AREAS FINISH GRADE 3" IN SHRUB BEDS LA ���� FINISH GRADE 0#11 4 FINISH GRADE � _ IIII I I1 I I1 I 1 •,;�'�sc��,,•• IIIIIIIIIII II111111= =III=III CONTROL III= III=IIII III=III =III ROCK FREE 5ACKFILL 12'-16"—III VALVE UNION III—III I —III= a DATE:9-25-2019 III=1 I I I I=1 11 2 1 I I I I II I I I I I 1 I 1 _ LATERAL LINE COILED CURS, 2 ROCK FREE 5ACKFILL WIRE MOW STRIP 2" OF SAND OR FINE SOIL TO HEADS WALK OR u AROUND ALL PIPE ❑ ❑ 4- E Li LATERAL LINE SUPPORT BRICK F N FIN I TAPE CONTROLLER WIRES Q u o 6 o 2 O SAD OR E SOIL 4 REQUIRED LOCK o rn N v � SWING JOINT rn " � t0 MAINLINE a lO' O.C. FITTINGS co �, o AROUND ALL PIPE 4-1 DRAIN ROCK SWING JOINT o �; -0 m MAINLINE (1 CU. Ft.) 1/2' FLEX TUBING Q.Tm E2 (12" MIN.) o .N oo Q) * GLUE ALL PIPE 4 FITTINGS PER MANUF. RECOMMENDATIONS 3' SAND OR�� (IS" MAX.) � m � in i * GLUE ALL PIPE 4 FITTINGS PER MANUF. RECOMMENDATIONS FINE SOIL MAINLINE W/ CONTROL WIRES 3 TAPED TOGETHER a 10' O.C. AND PLACED UNDER MAINLINE LATERAL LINE 3 = v a TRENCH SECTION DETAIL TRENCH SECTION DETAIL in a 1 NO SCALE 2 - N L NO SCALE 3 REMOTE CONTROL VALVE d POP-UP SPRAY HEAD �■ a NO SCALE T NO SCALE 0CA � a U) c, � �r a tj y a 4 AMETEK OR APPROVED 4 m FINISH GRADE VALVE BOX W/ LID mv6" ROUND FINISH GRADE _ LOCKING VALVE COVER GEAR ROTOR HEAD 3" f CONC. SIDEWALK FINISH GRADE FINISH GRADE �� _ IIII 11I IIIII I 1 III=III III= REVISIONS: IIII I I1 i i IIII I I 1 I I1 11= =1 11 a =1 11 III—III II—III— a a —III— — _ 5 III= 2" PVC SLEEVE IIII IIII QUICK COUPLING VALVE 5 LENGTH AS REQUIRED CURB, 30" *4 RE5AfR III= SWING JOINT FITTINGS GALV. NIPPLE WALK OR AT END OF SLEEVE. 3 SCH. 40 PVC ELLS (LENGTH AS REQUIRED) 3�4" SCH. 4m PVC MOW STRIP MAINLINE OR TOP TO 5E FLUSH ELL, 3 REQUIRED LATERAL WITH SURFACE 6" DIA, PVC SLEEVE W/ CAP DRAIN ROCK SWING JOINT LENGTH AS REQUIRED _< 1 CU. FT. - \ \ \/\ \ 3/4" SCH Sm PVC 3" NIPPLE 1/2° 5RA66 j --SWING JOINT NIPPLE NIPPLE, LENGTH MANUAL DRAIN VALVE ROCK-FREE BACK FILL SCH. Sm PVC (LENGTH AS REQUIRED AS REQUIRED) DRAIN ROCK 3" EXISTING MAINLINE *4 RESAR - 30" LENGTH 6 LATERAL (I CU. FT.) CAP END OF STUB-OUT 3" BRASS MANUAL SHUT-OFF VALVE MAINLINE CLAMPED TO RISER IN 6 FITTINGLi LATERAL LINE TWO PLACES W/ SS SCREW CLAMPS MAINLINE STUB—OUT Q QUICK COUPLING VALVE O GEAR ROTOR HEAD MANUAL DRAIN VALVE �+ NO SCALE 5 NO SCALE � NO SCALE 7 NO SCALE A 7 7 z O FINISH GRADE MULCH �■■� OF TOPSOIL FINISH GRADE AMETEK OR APPROVED NOTE: VALVE BOX W/ LID CONTRACTOR TO VERIFY INTEGRITY OF SLEEVE PRIOR TO FINAL PAVING 4" MIN, 1 I—IIIIIIIIIIII DEPTH I-I III—1=1 11 1=1 =1 1=1 CONTROL III- 8 Ca �� II- " III— VALVE UNIONS PRESSURE REGULATING VALVE 8 FINISH GRADE 12 -III 12 16 FINISH GRADE � � GONG. CURB III— 1��2" NETAFIM PRV15m45V2K OF PLANTING MIX BARK MULCH ��2" NETAFIM TECHLINE DRIP TUBING OF TOPSOIL 8 GUTTER III COILED 04 _ — 1/2" RAM TU5ING WIRE I CURB, WALK OR ASPHALT ° TO NETAFIM Q WALL ° PAVING ❑ ❑ TECHLINE DRIP TU5ING PIN MAX. 4' O.C. SLEEE II I d SUPPORT BRICK OR CONC.3O" *4 RE5AR I I I I IA V I a ° a DRIP TUBING INSTALLATION BLOCK 4 REQUIRED ZW 1 I I =III ° TOP TO 5E FLUSH = � NO SCALE DRAIN ROCK C o 11 M =1 1 11 WITH TOP BACK OF o Sao a �� o t (I CU. FT.) W CURB ELEVATION. �a �� 1�1 STEEL PIN —III— REMOVE RE5AR ��� 9 /�, o ROCK-FREE 3" SAND OR MAINLINE NETAFIM DISC FILTER a 4'0.C. MAX. — UPON EXCAVATION �o 0 5ACKFILL FINE SOIL V NETAFIM DFIOO-120 MESH 1/2" FLEX TU51NG FOR USE. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W/ CONTROL01 O.C.WIRES / / / / / / / / / / / / / / / / / / / TAPEDaIO O.G. REMOTE CONTROL VALVE FOR DRIP QI Z LATERAL LINE TAPE OVER END OF CLASS 200 PVC SLEEVING NO SCALE SLEEVING SLEEVE W/ DUCT TAPE UNDER PAVEMENT 10 PLANTER DRIP TUBING 10 ~ 9 SLEEVING INSTALLATION 94 NO SCALE NO SCALE DRAWN BY: JAG CHECKED BY: 11IRRIGATION DESIGN BUILD DETAILS 11 JDR SEE SHEETS L3.0 FOR PROJECT NUMBER IRRIGATION DESIGN SHEET: BUILD SPECFICATIONS 12 12 L3*1 A B C D E F G H I J K L M N 0 P JUMP CREEK 4-PLEXES • FRONTEXTERIOR PAINT SCHEME ` • ' ` IIYII = = IIYII BODY BOARD & BATTEN DOORS FASCIA HORIZONTAL . . CORBELS, BANDS SWO037 SW7068 WINDOWS 646 Morris Room Grey Grizzle Gray 1 .9 • to be First Star Iron Ore BLACKIRON HOMESJUMP CREEK 4-PLEXES FRONTEXTERIOR PAINT SCHEME • I lip! BODY BOARD & BATTEN DOORS FASCIA •� ��• HORIZONTALCOLUMNS, ••: BANDS SWO037 SW7068 WINDOWS 646 Morris Room Grey Grizzle Gray 169 • to be First Star Iron Ore : ' '• IIYII � = IIYII _®_©._ __ _. -- -- N M 1-1 MM Im ME m ME -- -- DESCRIPTION FOR JUMP CREEK SUBDIVISION NO. 4 A parcel of land located in the NE 114 of the SE 114 and the SE 114 of the NE 114 of Section 28, Township 4 North, Range 1 West, Boise Meridian, Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the E114 corner of said Section 28 from which the NE corner of said Section 28 bears North 00°29'04" East. 2638.68 feet: thence along the East boundary line of said Section 28 thence North 00°29'04" East; 215.00 feet to the northeasterly corner of Jump Creek Subdivision No. 3 as filed in Book of Plats at Pages through records of Ada County, Idaho: thence along the exterior boundary line of said Jump Creek Subdivision No. 3 the following 9 courses and distances; thence leaving said East boundary line North 89°21'48" West, 48.00 feet to the REAL POINT OF BEGINNING; thence South 00029'20" West, 247.12 feet; thence South 45°30'59" West, 19.42 feet; thence North 89029'11" West, 212.39 feet; thence 75.75 feet along the arc of a curve to the left, said curve having a radius of 635.00 feet, a central angle of 06°50'05" and a long chord which Bears South 87005'46" West, 75.70 feet; thence North 50005'29" West, 16.99 feet; thence North 07018'17" West, 47.99 feet; thence 145.86 feet along the arc of a curve to the left, said curve having a radius of 125.00 feet, a central angle of 66051'33'' and a long chord which bears North 40°44'04"West, 137.73 feet; thence North 00°38'12" East, 104.37 feet; thence leaving said exterior boundary line South 89°21'48' East. 411.83 feet to the REAL POINT OF BEGINNING. Containing 2.20 acres, more or less. �., ENS����'�� CL 7729 � .l' �fo ADA COUNTY RECORDER Phil McGrane 220-044951 BOISE IDAHO Pgs=3 NI KOLA OLSON 04/1712020 03:58 PM TITLEONE BOISE $15.00 Title®ne a title&escrow co. Order Number:20363189 Warranty Deed For value received, Open Door Rentals, LLC,an Idaho limited liability company the grantor,does hereby grant,bargain,sell,and convey unto Challenger Development,Inc.,an Idaho corporation whose current address is 1977 E.Overland Rd Meridian, ID 83642 the grantee,the following described premises,in Ada County, Idaho,to wit: See attached Exhibit"A" To have and to hold the said premises,with their appurtenances unto the said Grantee,its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee;and subject to all existing patent reservations,easements, right(s)of way, protective covenants,zoning ordinances,and applicable building codes,laws and regulations, general taxes and assessments,including irrigation and utility assessments(if any)for the current year,which are not due and payable,and that Grantor will warrant and defend the same from all lawful claims whatsoever.Whenever the context so requires,the singular number includes the plural. Remainder of page intentionally left blank. Order Number:20363189 Warranty Deed-Page 1 of 2 �D Title®ne a tide&escrow co. Order Number:20363189 Warranty Deed For value received, Open Door Rentals, LLC,an Idaho limited liability company the grantor,does hereby grant, bargain,sell,and convey unto Challenger Development,Inc.,an Idaho corporation whose current address is 1977 E.Overland Rd Meridian, ID 83642 the grantee,the following described premises,in Ada County, Idaho,to wit: See attached Exhibit"A" To have and to hold the said premises,with their appurtenances unto the said Grantee,its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee;and subject to all existing patent reservations,easements, right(s)of way, protective covenants,zoning ordinances,and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments(if any)for the current year,which are not due and payable,and that Grantor will warrant and defend the same from all lawful claims whatsoever.Whenever the context so requires,the singular number includes the plural. Remainder of page intentionally left blank. Order Number:20363189 Warranty Deed-Page 1 of 2 Dated: April 16,2020 Open Door Rentals, LLC,an Idaho limited liability c pany By: ' Corey Barty ®-•on,Member 1 State of ID,County of ADA„ss. � f On this 'day of April 2020,before me,the undersigned,a Notary Public in and for said State, personally appeared Corey Barton known or identified to me to be a Member of the limited liability company that executed the within instrument and acknowledged to me that he executed the same for and on behalf of said limited liability company and that such limited liability company executed it. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year in this certificate first abov written. Notary"Public ford dov Residing In- _— � j l `- My Commissio r , ® Order Number:20363189 Warranty Deed-Page 2 of 2 Exhibit "A" DESCRIPTION FOR OPEN DOOR RENTALS TO CHALLENGER DEVELOPMENT A parcel of land located in the SE 1/4 of the NE 1/4 of Section 28, Township 4 North, Range 1 West, Boise Meridian, Meridian, Ada County,.Idaho being more particularly described as follows: Commencing at the E1/4 corner of said Section 28 from which the SE corner of said-Section 28 bears South 00031'08"West, 2637.33 feet; thence along the South boundary line of the SE 1/4 of:the NE 1/4 of said Section 28 North 89020'52"West, 368.37 feet to the REAL POINT OF BEGINNING; thence continuing along said South boundary line North 89°2952"West, 944.37 feet to the C-E1116 corner of said Section 28; thence along West boundary line of the SE 114 of the NE 1/4 of said Section 28 North 00°36'01" East, 214.65 feet; thence leaving said.West boundary line South 89021'48" East, 852.47 feet; thence South 00038'12"West, 104.37 feet; thence 145.86 feet along the arc of a non-tangent curve to the right, said curve having a radius of 125.00 feet, a central.angle of 66°51'33"and a long chord which bears South 40044'04" East, 137.73 feet; thence South 07018'17" East, 7.24 feet to the REAL POINT OF BEGINNING. Containing 4.37 acres, more or less. b'�®S CL � 7729 �s4L,�1 --p o OF ea�� ` G>Gw