Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Application
Development Application Transmittal Link to Project Application: Warrick No. 3 FP H-2020-0045 Transmittal Date: 4/24/2020 Hearing Date: 5-26-2020 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 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. City Council Hearing Date: May 26, 2020 Planner: Sonya File No.: H-2020-0045 Project Name: Warrick Subdivision No. 3 Request: Final plat consisting of 31 buildable lots and 7 common lots on 10.31 acres of land in the R-4 zoning district,by Schultz Development. Location: The site is located at 2445 E. Amity Rd., in the NE 1/4 of Section 32, Township 3N., Range 1 E. ID f- Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: File number(s): Assigned Planner: Related files: Type of Review Requested(check all that apply) ❑Accessory Use(check only 1) Final Plat ❑Daycare final Plat Modification ❑Home Occupation ❑Landscape Plan Modification ❑Home Occupation/Instruction for 7 or more ❑Preliminary Plat ❑Administrative Design Review ❑Private Street ❑DR Modification ❑Property Boundary Adjustment ❑Alternative Compliance ❑Rezone ❑Annexation and Zoning ❑ Short Plat ❑Certificate of Zoning Compliance ❑Time Extension(check only 1) ❑CZC Modification ❑Director ❑City Council Review ❑Commission ❑Comprehensive Plan Map Amendment ❑Council ❑ Comprehensive Plan Text Amendment ❑UDC Text Amendment ❑Conditional Use Permit ❑Vacation(check only 1) ❑Conditional Use Permit Modification(Q✓only 1) ❑Director ❑Director ❑Commission ❑Commission ❑Variance ❑Development Agreement Modification ❑Other Applicant Information n Applicant name: Phone:[ j_�'� Applicant address: 0 10 ks Email: C 1/Cc City: K eitc t C.ti--u- State: 1 b Zip: 11;5-�3 c l! Applicant's interest in property: ❑Own ❑Rent ❑Optioned "OtherIli Owner name: t � - - Phone: - � _®Z Owner address: 2--Z-7 5 > :;0 _► - 1 a 7 Email: r City: t b a^-. State: Zip: Agent/Contact name(e.g.,architect,engineer,developer,representative): ¢k� <� ,,- Firm name: _( Z- �1✓_r�.( �1 a-,a Phone: - l Agent address: _P C - 1`� Email: ° �' u�'l.1" "v` G�'r� &r City: I �C�L tip-" State: Zip: �i- = -� Primary contact is: ❑Applicant ❑Owner Agent/Contact Subject Property Information Location/street address: ►A Township,range,section: 314 � \ 5 0— Z- Assessor's parcel number(s): � -v7.o , Total acreage: Zoning district: �Z- Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.org/planning -1 Rev:(211112020) Project/subdivision name: y W a14_<_%U\f__ t'_�l' S "� General description of proposed project/request: 2 wale Proposed zoning district(s): 1Z- 8 Acres of each zone proposed: rz-cre-- Type of use proposed(check all that apply): Residential ❑Office❑ Commercial❑Employment❑Industrial ❑Other w �/ Who will own&maintain the pressurized irrigation system in this development? Which irrigation district does this property lie within? �''� Y �✓`l fa Primary irrigation source: Secondary: Square footage of landscaped areas to be irrigated(if primary or secondary point of connection is City,water): (a a,Jd- Residential Project Summary(if applicable) Number of residential units: 5�� Number of building lots: Number of common lots: 77 Number of other lots: tC> Proposed number of dwelling units and square footage of living area(for multi-family developments only):1'j 1 bedroom: 2-3 bedrooms: 4 or more bedrooms: (up to:500 sq.feet) (up to:250-500 sq.feet) (up to:500 up to 1200 sq.feet) Minimum square footage of structure(excl.garage): 1 jg00 'r?t Maximum building height: _�75 Minimum property size(s.f): _rij Z&4 / Average property size(s.f.): Gross density(Per UDC l l-1A-1): ,6( / Net density(Per UDC l l-1A-1): *,y2 tp- Acreage of qualified open space: 1,15v? a,- Percentage of qualified open space: Type and calculations of qualified open space provided in acres(Per UDC 11-3G-3B): Amenities provided with this development(if applicable) Type of dwelling(s)proposed: KISingle-family Detached ❑ Single-family Attached ❑ Townhouse❑Duplex ❑Multi-family ❑Vertically Integrated ❑Other Non-residential Project Summary(if applicable) --t_:l Number of building lots: Common lots: Other lots: Gross floor area proposed: Existing(if applicable): Hours of operation(days and hours): Building height: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Applicant signature: Date: Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.org/planning -2- Rev:(2/11/2020) April 7, 2020 City of Meridian Honorable Mayor and City Council c/o City of Meridian Planning Department 33 E. Broadway Avenue Meridian, ID 83642 RE: Warrick Subdivision No.3 Final Plat Submittal Dear Mayor and City Council Members: On behalf of Calistoga Partners LLC,please accept this request for a Final Plat for Warrick Subdivision No. 3. The Annexation and Preliminary Plat for the Warrick Subdivision(H-2018- 0015)were approved by City Council at their February 5, 2019 public hearing. The submitted final plat on 10.31 acres for 31 building lots and 7 common lots in an R-4 zone conforms to the original Annexation, Preliminary Plat, and Development Agreement for the site and meets all the requirements thereof. The submitted final plat, development plans, and landscape plans conform to the UDC and all applicable engineering, archtitectural, and surveying practices and local standards. Since ely, Matt Schultz Schultz Development LLC Project Manager attachments ADA COUNTY RECORDER Phil McGrane 2019-037497 BOISE IDAHO Pgs=2 LISA BATT 05/07/2019 10:58 AM NEXTITLE $15.00 WARRANTY DEED FOR VALUE RECEIVED Paul Warrick, Trustee of The Paul Warrick Living Trust dated. April 11, 2001 GRANTOR(s) does(do) hereby GRANT, BARGAIN, SELL and CONVEY unto: Calistoga Partners, LLC, an Idaho Limited Liability Company GRANTEE(s), whose current address is: 5300 S. Hayseed.Way, Boise, ID 83716 the following described real property in Ada County, State of ID more particularly described as follows,to wit: SEE ATTACHED EXHIBIT A TO HAVE AND TO HOLD the said premises, with their appurtenances unto said Grantee(s), and Grantee(s) heirs and assigns forever. And Grantor(s) does(do) hereby covenant to and with said Grantee(s) that Grantor(s) is/are the owner(s) in fee simple of said premises, that said premises are free from all encumbrances, EXCEPT those to which this conveyance is expressly made subject and. those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, if any, of record, and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year which are not yet due and payable and the Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Dated this 3rd day of May,2019 Pau ick, rustee of The Paul Warrick Living Trust dated April 11,2001 By Paul Warrick,Trustee State of Idaho County Gam. On this_day of , in the year of 2019,before me the undersigned Notary Public in and for said State,personally appeared Paul Warrick,Trustee,known or identified to me as the person whose name(s) is/are subscribed to the within instrument as trustee(s)of Paul Warrick,Trustee of The Paul Warrick Living Trust dated April 11,2001, and acknowledged to me that he/she/they executed the saine as such trustee(s). MELISSA M.BATES Notary Public for COMMISSION#44529 Residing at: ReSidinq in: Eanle. $D NOTARY PUBLIC My Commission Expires: Expires: 05/24/20-93 STATE OF IDAHO W COMMISSION EXPIRES 05/24/2025 Warranty Deed Page 1 of 2 File No:NXID-0298348 EXHIBIT A The Land is described as follows: PARCEL 1 COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER(NE1/4)OF SECTION THIRTY-TWO (32)IN TOWNSHIP THREE(3)NORTH OF RANGE ONE(1)EAST OF THE BOISE MERIDIAN, IN ADA COUNTY, STATE OF IDAHO,THENCE SOUTH AND PARALLEL WITH NORTH AND SOUTH LINE OF SAID SECTION EIGHTY(80)RODS TO A POINT; THENCE EAST PARALLEL WITH NORTH LINE OF SAID SECTION TWENTY(20)RODS TO A POINT; THENCE NORTH PARALLEL WITH EAST LINE OF SAID SECTION EIGHTY(80)RODS TO A POINT,AND THE NORTH LINE OF SAID SECTION; THENCE WEST ON AND PARALLEL WITH NORTH LINE OF SAID SECTICN TWENTY(20)RODS TO A POINT, AND THE PLACE OF BEGINNING; TOGETHER WITH ALL WATER AND WATER RIGHTS, HOWEVER EVIDENCED; PARCEL 2: ALL OF THE LAND WEST OF THE CENTER OF THE DRAIN DITCH IN THE NORTHEAST QUARTER(NE 'A) OF THE NORTHEAST QUARTER(NE 'A)AND ALL OF THE LAND WEST OF THE CENTER OF THE DRAIN DITCH IN THE EAST THIRTY ACRES OF THE NORTHWEST QUARTER(NW 1A)OF THE NORTHEAST QUARTER(NE 1A) SECTION THIRTY-TWO IN TOWNSHIP THREE NORTH RANGE ONE EAST OF THE BOISE MERIDIAN IN ADA COUNTY, STATE OF IDAHO TOGETHER WITH ALL WATER, WATER RIGHTS, DITCHES,AND LATERALS. APN/Parcel(s): S 1132121100 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) JoE. A.A ?A,0-1A e-Q,S t I-LC S.&e,C Ll-Ra `vu ny- 1bG (name) (address) M totoKA tokm (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: S=-UuL--Tz' ,1�.�.�e► -'P,n.�x it 15 M> .iof�1 �D `r33ro�A (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day 20 ?-tD (Signature) JOV-PMNuA t MhrtA-C � SUBSCRIBED AND SWORN to before me the day and year first above written. ��ttntn+►u► K .� P.• siorii••• F �`S N N .c'. (N(Aary Public for Idaho) ti.1OTAq = ,/ �: = Residing at: M yYCU�(�ZV� 1 ' UBLIG i - �'����9 Al7809��••\X� My Commission Expires: V✓ �2_� //U !/✓ Community Development■Planning Division■33 E.Broadway Avenue.Ste. 102 Meridian,Idaho 83642 ► Phone:208-884-5533(•ar 208-888-6854 WARRICK SUB #2 BOUNDARY AMITY IWARRICK SUB #1 BOUNDARY WARRICK SUB #3 ` J PROJECT SITE r #T w �� TACONIC N E 0 600' 1200' S SCALE 1" = 600' DRAWN BY: DES CHECKED BY: CSK CK ENGINEERING VICINITY MAP DATE: 04/02/20 1300 E. STATE ST., SUITE 102 FILE: MNCINITY.DWG EAGLE, ID 83616 U;\AUTT SCM TZ\WARRlGK PROPERIY\CKDWGS\l-PHASE I PHONE 208-639-1992 Lo 00 6' N Ln °0 INSTALL NEW TURN LANE ROW ROW CV ADA COUNTY HIGHWAY DISTRICT 38'-0" o o de 11 PROPOSED STIFF LEG BOX CULVERT. E - - - --� _---7 I 2'-6" 33'-0" 2_6 m m Lo -40 N m Sao O S89'43'43"E 72 - s _ 5'-0" 8'- 16'-6" 16'-6" -0" 5'-0" S C o o b Z I 14' Z ~ -6" 14'-6" r O o 0 1 PIR 401.7' BLOCK 1 1 n 1 BLOCK 2 ^1 J'� 3 �qX CUT <A1i4741'1 ��j 0 80' 160'n PIR PIR S4OP SLOPE 2.00% -- Q Lw aSLOPE 2.00% �160.7' 60.0' 60.0' 60.0' 60.0' 62.0' 111.5' 30.1' .7O8968 SF 5 4 3 223 �;1 0 v T SCALE 1" = 80' z 160.8' O O O O FN O O \ r0p EXTEND BASE MATERIALS 2 1/2" OF 14777 " OF 6" CONCRETE SIDEWALK PER 0 0 o o v1 \ \ cy' 6" BEHIND CURB TYP ISPWC SD-709 (TYP) E. VICTORY ROAD J O 135.8' 0 25.0' N o N o N o N o N M �� 4 �'� >�, ( ) ASPHALT PAVEMENT MINUS PIT RUN o $ 0 6 N 07 cn Co 0 o O \ TEN MILE DRAIN EASEMENT 4" OF 3/4" MINUS STANDARD ROLLED CURB & GUTTER (SD-702) r10 6790 SF Lf1 O � � � T' 0 \ NAMPA MERIDIAN IRRIGATION CRUSHED GRAVEL R " VERTICAL GUTTER - 1 LANDSCAPE (TYP) I N w SF o- 0 6 ER CAL CURB & GU E (SD 70 ) 135.8' w 60.0' 60.0' 60.0' 62.0' 55.7' �� \ DISTRICT INST # 68006. TYPICAL AS PER PLANS J J rF DLO 6790 SF w w s�9- a \ �\ 33' TYPICAL STREET SECTION Q ASA S 1ti1 5 \ \ 1 v 135.8' - SF 0 \ Scale: NOT TO SCALE I o 10 � 107.1 i i i TEN MILE DRAIN s 1��� \ O�'f' \ \ E. AMITY ROAD 7112 SF a �� FLOODWAY LINE s �j FLOOD ZONE A 6° �� z O U 0 5531 SF O o 1• O- o TEN FOOT ASPHALT PATHWAY o o 141.0' �I ENTRANCE SIGN O \ \ � o 111.0' 0 11 o BLOCK 3 NSF \ \\ PAL 46'-0" � w Q Ln 7050 SF �6 rn o 5550 SF O oo�I P�� L PROJECT SITE CD V ��' ti �°�- N \ 6'-0" 34'-0" 6'-0" o � U Q 141.0' 111.0' Q J� ��1 O p \ O 8 \ N N 0 12 7050 SF o N o b II P \/J� O �10 \ 17'-0" 17'-0" O n0 r1 L 1' 5'-0' 5'-0" 1' W 0 5550 SF 4 0 141.0' Un r1 \il C1 �' \ 111.0' 01) ,\o O 15'-0" 15'-0" E. LAKE HAZEL ROAD O Q `� F TEN MILE DRAIN EASEMENT 3'1 M Q �Ln 0 13 7050 SF O�`' �_ NAMPA MERIDIAN IRRIGATION S�OpEgX CUT g:1 MPX C LL 0 5550 SF O o 1� p DISTRICT INST # 68006. f- y S�opE - VICINITY MAP - W STORM TECH CHAMBER �• SLOPE 2.00% SLOPE 2.00% 0 141.0' 0 111.0' �I DRAINFIELD s ?O- 1��p 10 -NTS- Io 14 Lo 7050 SF p 1 ?' NSF \ SHOP lCC CUT J 4" - 3 4" MINUS m o 5550 SF O o I � 81d 1�0 ,gyp \ / 14" - PIT RUN 141.0' `1' 35.0' S0.0' 50.0' S0.0' 50.0' S0.0' 50.0' S0.0' 42.6'�2 '`�' O CRUSHED GRAVEL CONCRETE SIDEWALK (TYP) 0 0 3i.0 �L PER ACHD SUP. 0 111.0' �'�• .�• � 11 2 1/2" ASPHALT o 15 7050 SF � O o I O 10 11 12 13 14 15 16 17 0�0'� �' \ PAVEMENT STANDARD ROLLED CURB & GUTTER NOTES: o 5550 SF O o O oO o O o O o O oO 1� 0 \` BOTH SIDES PER ACHD SUP. 141.0' cn m�� rn o o a; c"'� Cnn Ln (- c"n L ` 6? 1�� \ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. W 111.0' w 0 00 cn cn cn cn cn 0 0 O- C N o 0 0 � 7: � � Q 12 \\ \O � 34' TYPICAL STREET SECTION � 16 7050 SF I �' cn � SF 2. SUBJECT PROPERTY FALLS WITHIN A PORTION OF ZONE A PER FEMA PANEL PHASE 2 0 10 8 O 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' �Oti \ , Scale: NOT TO SCALE 16001CO253H AND 16001CO265H. BASE FLOOD ELEVATIONS HAVE BEEN ESTABLISHED 0 5550 SF 0 0 1I 50.4' O 50.7 �� ���' AND SHOWN FOR THE TEN MILE DRAIN. DEVELOPER IS IN NEGOTIATIONS WITH ADA I 141.0' PHASE 1 111.0' 50./ ?i O 3 COUNTY HIGHWAY DISTRICT FOR INSTALLATION OF NEW STIFF LEG BOX CULVERT MIAo 17 7050 SF CD o o ME AS �� d \ \ ACROSS AMITY ROAD. BASE FLOOD ELEVATIONS WILL BE EVALUATED AFTER M - S 51 5� 0 d \\ INSTALLATION OF NEW STIFF LEG BOX CULVERT. 141.0' 6?° �� \ 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LL1 o 0 50.0 S0.0' 50.0' S0.0' 50.0' S0.0' 51.2 SF 14 \ STANDARD STREET NOTES: LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY 00 6 18 7050 SF 0 50.5' Q�P�F \ ,•�-> �,-,0 ,�, 50.8' � �, � \ � PUBLIC STREET. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT ao 50.6' rn rn rn rn rn rn rn Q�p `� \ ALL TOP BACK OF CURB RADI AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT 50.0' 50.0' o 0 0 0 o O N o O p a, cv o 0 0 0 0 0 0 0 0 0 0 rn N rn N 6 1`O0 0 \ /L� LINE NOT ADJACENT TO A PUBLIC STREET. 7 141.0' m m �� \ ALL PEDESTRIAN RAMPS PER ISPWC SD-712H TYPE H3 UNLESS OTHERWISE CALLED OUT. T O CD N OD O N N N N u) N (n N (n (n (n �- 15 0 o N o rn N �' �' �' �' �' T' T T' 15 O \ / 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE o6 19 7050 SF 6 J v, � t cn 0000 �, °9 F ALL VALLEY GUTTERS PER ISPWC SD-708 UNLESS OTHERWISE CALLED OUT. \ APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF o �' o �1 `4 � ' O O O 10 11 12 13 14 ?P 1�5 THE BUILDING PERMIT. 141.0' BLOC 4 BLOCK 4 T °'� ALL CURB IS ROLLED CURB PER ISPWC SD-702 UNLESS OTHERWISE CALLED OUT. Q 1 2 3 4 5 6 50.0' 0' S0.0' 50.0' 50.0' 50.0' 50.0' 10 \ ``�� 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. O - - 16 6� ALL SIDEWALK IS PER ISPWC SD-709 UNLESS OTHERWISE CALLED OUT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENT BY NAMPA OO o0 20 7038 SF 45 21Id aid \ s�S MERIDIAN IRRIGATION DISTRICT. 50.0' S5.0' fR 50.0' 50.0' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' o �, 137.7 - STORM DRAIN �,�� 21 121.0' 150.0' N 22 21 20 19 18 17 16 POND #2 `1 7 \\ j 6. STORM DRAINAGE SHALL BE RETAINED ON SITE CONTAINED WITHIN LOT 1 OF BLOCK 3, LOT 15 BLOCK 4 AND LOT 29 BLOCK 4. PONDS TO BE ACHD APPROVED 4 0 0 _ 34 0 23 0 0 00 o Co 0 00 0 Co o 00 0 00 0 00 o LO� �F \Oj STORM DRAIN POND. 0 0 0 8470 SF O o O 10150 SF o cJn o o o � o o O \ Q �,p I� n ^ N N N N V N v N v N �� �O y� 7. LOT 6 BLOCK 1, LOT 24 BLOCK 4, LOT 9 BLOCK 6 SHALL CONTAIN A COMMON LOT. THESE COMMON LOTS SHALL PROVIDE INGRESS AND EGRESS FOR LOTS 7, 8 121.0' 120.0' BLOCK 7 18 \ AND 9 OF BLOCK 1, LOTS 23 AND 25 OF BLOCK 4 AND LOTS 7 AND 8 OF 138.3' 58.4 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' M � � 24 95.6' SF \ BLOCK 6 ON A COMMON DRIVEWAY I I 0o Y o o 8470 SF 33 0 25 8820 SF w w �Oti o \ \ 8. LOTS 1, 6 AND 21 BLOCK 1, LOTS 1, AND 8 BLOCK 2, LOT 1 OF BLOCK 3, OO 9861 SF cp - o o - - w - ��� \ TEN MILE DRAIN LOTS 1, 15, 24 AND 29 OF BLOCK 4, LOTS 1 AND 9 OF BLOCK 5, LOTS 1, 9 W V l _ m PHASE 1 BLOCK 4 `�v S S S 19 FLOODWAY LINE AND 20 OF BLOCK 6, LOTS 1, AND 11 OF BLOCK 7 ARE COMMON LOTS TO BE 141.0' PHASE 4 121.0' 125.7' OF FLOOD ZONE A ORNTDD ASSIGNS. MAINTAINED BY THE WARRICK SUBDIVISION HOMEOWNER'S ASSOCIATION 62.0' 62.0' 62.0' 70.0' 70.0' 70.0' 70.0' 85.0' 46.4' � o o0 8470 SF 32 0 26 9. LOT 8 BLOCK 2 AND LOT 11 BLOCK 7 INCLUDE THE TEN MILE DRAIN EASEMENT. N I 0 O 9870 SF 0 ,� 8508 SF 00 _ _ m _ _ m _ °0 o c0 o V o N o J o v o j o 9 O Q PHAS 3 N rn N M N o o N o N o N O N ?O• co (n N N N (J1 \ v 141.0' 121.0' PHAS 4 121.0' � _n � �1 T „ T' �1 �1 °° A CD O O O O O O 4 9870 SF N 8470 SF 31 0 27 8470 SF o 1 2 BLOCK 5 d 4 5 - BLOCK 5 60.0= 80.0' �,�� \ ��oSF \ TEN FOOT ASPHALT PATHWAY PRELIMINARY DEVELOPMENT FEATURES: � ^ O w LJJ - 70 7 70.0' 70.0' 70.0' 70.0' 62.0' 62.0' 62.0 70.0 � �° 10 141.0, I 121.0' Co 121.0' 21 20 19 18 17 15 14 13 12 11 ?� °' �ti g EXISTING ZONING.................RUT/R1 r I F 0 \ 0 28 8470 SF o 00 o 00 o Co ' `� PROPOSED ZONING..............R-4/R-8 z o 0 9870 SF o 0 8470 SF 30 0 co _ O5 o o CO b 00 0 0 �n u N � N O N N o N O N m AREA...................................36.22 ACRES cv N N N N °' v7 - v7 cn - cn O0 \ �° \0 TEN MILE DRAIN EASEMENT �_ M M N r1 N N7 � � �, �ti BUILDING LOTS....................125CD 121.0' cn cn �, v7� cn I 121.0' I „ ,, ° NAMPA MERIDIAN IRRIGATION `� 0- O \ COMMON LOTS... 141.0' 10860 SF g 6 DISTRICT INST # 68006. 19 _00 M rn 70.1' 70.0' o' 70.0' 70.0' 54.8' S OVERALL GROSS DENSITY LOT/AC W N 29 0 70.8' s �nO z o I 00 s2.0' 62.0' 62.0' 70.2' o OVERALL AVERAGE LOT SIZE..... 7,985 SIF - o ' I o O 10150 SF M M- °o- ono �ti° 7 OVERALL NET DENSITY............... 5.46/AC z N CD ui Z �1 a STORM DRAINA - - _F HICON ST - \POND #3- w w o o - - • 71.1 R �5F \\ \ R-4 ACREAGE..................... 19.94 AC W ,,; '� oz o o • s s 2 00 R-4 LOTS............................ 67 0 Y 140.5' H 70.0' 70.0' 70.0' 70.7 `b \ .� CD o co 0 of 708' 70.3' o �. R-4 MIN.............................. 8,062 SF V � m ss.o' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' ��� ` R-4 AVERAGE..................... 9,039 SF I OV 9373 SF � cDi � � � m N o m o CD CD L4 9 o � o � o � o � w \ R-4 GROSS DENSITY.......... 3.36/AC w o °° 25.0' N `° o o - o DI N N W R-4 NET DENSITY.............. 4.8/AC Q w W w w O o O O O O O o o O O O M co O \ J 158.1' (n �, Cn �, � �; �; � � M � M � cp� �' R-8 ACREAGE..................... 16.28 AC o u o � o BLOCK 6 38. O2 O3 04 _ 0 BLOCK 7 R-8 LOTS............................ 58 R-8 MINIMUM...................... 5,500 SF I O 11294 SF 1° 11 12 13 14 15 16 17 18 19 20 33 70.0' 70.0' 70.0' m m 70.0' 70.0' ` O N A L 81d - 81d \ R-8 AVERAGE..................... 6,768 SF �5`'�o�sre F� 158.3' ,70.0' 70.0' 70.0' 70.0' 70.0' 70.0' L_ 70.0 70.0 70.0' 70.0 1 BLOCK 7 -GIR GIR 41113 SF O R-8 GROSS DENSITY........... 3.56/AC 81d -330.00 a1d 8Id 81d I _�� N89'41'38"W 1682.41' - R-8 NET DENSITY............... 6.43/AC SOUTHERN HIGHLANDS SUB IRRIGATION POND QUALIFIED OPEN SPACE..... 5.57 AC - 15.38% g 2 1/14/19 PLANNER DEVELOPER SURVEYOR �OS.oK IN��\,P IDAHO SURVEY GROUP SCHULTZ DEVELOPMENT BERKELEY BUILDING CO GREG CARTER P.L.S. SHEET MATT SCHULTZ, P.E. 2275 S EAGLE RD, SUITE #185 1450 E. WATERTOWER P.O. BOX 1115 MERIDIAN, ID 83642 MERIDIAN, ID 83642 MERIDIAN, ID 83680 208-995-2885 C 1 ■ O 208-880-1695 208-846-8570 PLAT SHOWING RRICKSUBDIVISIONNO.WA 3 NOTES CP&F CP&F 20,7-,20266 BASIS OF BEARING 112102945 S89'43'43"E 2656.26' . LOCATED IN THEN 1 /2 OF THE NE 1 /4 OF SECTION 32, T.3N., RA E., 1/4 S.29 ___ E. _AMITY RD. __ _$•29 S.28 1. EXCEPT FOR THE COMMON LOTS, A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES. •5.32 - S.32 •S.33 B• A D A COUNTY, IDAHO PROPERTY LINES DRAINAGE COMMON TO A PUBLIC RIIGATION GHT-OF-WAY.OF WAY MEATTEN (10)HEREBY FOOT DESIGNATED WIDE PERMANENT 2020 LOT DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL � REAR LOT LINES, UNLESS OTHERWISE SHOWN. A FIVE (5) FOOT WIDE PERMANENT PUBLIC I UTILITIES AND LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF I� INTERIOR LOT LINES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT IQ 2. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, W SECTION 22-4503, WHICH STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE I dry' TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." I 3. IRRIGATION WATER WILL BE PROVIDED TO THIS SUBDIVISION IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805 (1)(b). THIS SUBDIVISION IS SITUATED WITHIN THE NEW YORK ` IRRIGATION DISTRICT. IRRIGATION WATER WILL BE DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION ASSESSMENTS TO 0 BLOCK 2 '��OD O� SAID DISTRICT. In 9A2 f�,�Q50 ♦ 4. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN 13 ���, W C WARRICK SUBDIVISION N0. 9 ♦ EFFECT AT THE TIME OF THE RE-SUBDIVISION. I vi po ro CIO' \wry �'J�i� `♦ 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND �9� 14 ♦ SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR r i N16'47'30"E \ AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. M BLOCK 4 83.76' 12 11 ♦ 6. LOTS 19 AND 20, BLOCK 2; LOTS 21 AND 29, BLOCK 4; LOTS 1 AND 9, BLOCK 7; AND �i 13 NO'18'22"E 10 O9 O8 O7 I O6 I 5O I �4 I O3 O2 O1 15 ♦ LOT 1 AND 6, BLOCK 8 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. EXCEPT FOR LOT 1, BLOCK 3 ALL COMMON LOTS ARE ODI 25.01' - S89-41-38"E 489.99' to �+ 20` SUBJECT TO A BLANKET PUBLIC UTILITY AND PRESSURE IRRIGATION EASEMENT. r .•- -- -- .t c�i� $89'41'22LE D y0G 6 ♦ 7 SYSTEM19THISOCK LOT2ISI ENCUMBNT TO AND ERED ERED BY THATNTAIN THE ACHD STORM FIRST AMENDED MASTERWATER DRAINAGE PERPETUAL STORM 145.00' BLOCK 4 Z $ O ` WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. ♦ 2015-103256 OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS 16 I. 20 22 23 24 25 26 27 28 29 70 17 ♦ REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT SW CORNER OF 00 p � ` AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO LOT 3, SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND BLOCK 6 BLOCK 4 � 21 y 1 g ♦♦ MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM N84'50 48 1,S89*,41'22"E p I 38.1 1 Z I 19 _ _ _ _ E. _ALSTON ST. _ _ _ _ _ - E. ALSTON S su'' 8. LOT 20, BLOCK 2 AND LOT 1. BLOCK 8 SHALL BE SUBJECT TO A OPERATION AND ZS89*41'22"E_ '�- ♦�t'j, MAINTENANCE EASEMENT FOR TEN MILE CREEK IN FAVOR OF THE NAMPA-MERIDIAN 141.00 121.00' 19 Gj�/ sus IRRIGATION DISTRICT. ' REAL POINT OF I 18 1 BLOCK 7 S` 55% ♦<N 9. LOT 21, BLOCK 4 IS SERVIENT TO AND CONTAINS AN INGRESS/EGRESS EASEMENT FOR BEGINNING " \ gyp., ♦ ��� LOTS 19 AND 20, BLOCK 4. I N89 41 22 W O O O O O O O O 0 �9�\ NO"18 38 E 2 3 4 5 6 7 8 9 10 11 yF �,� `�S• 10. CITY OF MERIDIAN PEDESTRIAN PATHWAY EASEMENT INST. N0. i 70.00' 121.00' L3 I J 'Q\ / ♦ 11. ACHD TEMPORARY LICENSE AGREEMENT INST. NO. S. PLUMERIA AVE. - - �y< O -- N89'41'38"W 256.01' IC N89'41'01"W 295.00' Iw q\ I S82'10'34"W SHEET 2 it Lo ♦ _SHEET 2 70.71' __ '"__ I_ SHEET 3 cojo 12 \� Q ♦ SHEET 3 UNPLATTED O 1 N Z \'� \s Q L1 L8 9 ♦ E. RINCON ST. 5 ♦ W O, i �s N O� A< I p 01 O O I Z I BLOCK 8 C-N 1/16 NO'18'05"E O ♦♦ S.32 __ _ __ 30.00' _ _ 62.77' _ NO PLS 11118 --- -- - --- --- N89'41'38"W 1148.07' - - - --- -- - --- - -- -- -- � - � -"�--- � S N89 42 04 W 534.29 W.C. AGE NSFo GAG SOUTHERN HIGHLANDS SUBDIVISION NO. 4 a 7729 BLACKROCK SUBDIVISION N0. 9 LEGENDN9� G''PFCO� O F \ d 1 0 FOUND 5/8" IRON PIN Y &G O FOUND 1/2" IRON PIN FOUND ALUMINUM CAP MONUMENT • SET 1/2 IRON PIN WITH CAP PLS 7729 LINE TABLE J LINE LENGTH BEARING � (-' � SET 5/8" IRON PIN WITH CAP PLS 7729 l � CALCULATED POINT L1 47.04 N89'41'38"W L2 55.31 NO"19'11"E W.C. WITNESS CORNER L3 59.00 1 N90'00'00"W -- -- SUBDIVISION BOUNDARY LINE LOT LINE 25 100 300 --- SECTION LINE 0 50 200 RIGHT-OF-WAY LINE BOOK PAGE SCALE: 1" = 100' - — CENTERLINE IDAHO 9955 W. EMERALD ST. 70 LOT NO. JOB N0. 20-106 SURVEY BOISE, IDAHO83704 (208)846-8570 P:\Warrick Sub No 3 20-106\dw \Plat\Warrick Sub 3 PLAT.dw 4/6/2020 9:50:11 AM SHEET 1 OF 5 GROUP, LLC WARRICKSUBDI VISION NO. 3 o .QQ BLOCK 2 11�0 5 ��\ ♦♦ WARRICK SUBDIVISION NO. 1 �' 13 'L� " W'C' 9p ,Or"p /,' \�p�0 �\\\ olp N16'47'30"E 23.61' N36'5358"W ,0�, .'N ?p \`� 83.76' o. .\p. .�\r ' 12 11 BLOCK 4 O�S��� � N•y0 �\\. ,�O V 13 NO'18'22"E 10 0 0 0 0 25.46 '�,�' 15 �, �. ♦♦ 25.01' 34.69' y1 N\ ��f 10'0 0e#*��,' �\?00. \.\ ' -------- w19 ,.o'b yXr"S89'41'38"E 489.99' 0I s o69.99' .00, 0 - ' GfFF -------- _ _- -- 70.00' 70.00' ---70.00'--� 70.00' I ___l F- - --�S89'41'22"E 29 l(n1p i `y`��Oe�'•�'`s y� 16, o 'o 7 ;�BLOCK4 , D -o 0i 1 wicli > O >ZOD N O 2 01 (3 .0 Qj o 00 2 O2 _ '�`�� � X�\ \ �\ ♦ 10 0 V ° iI �♦o 0 co 00 w: 3 N I 2 2Z ON r - 0 0 04 O N 17 O 0 oC4 O O24 ? i ? i `O \1 N-L - I . � `\ oo ♦ Lc) n `S89'41'22"E 145.00' S34-09-49-E r D ♦5.0 olr010.50 < �------ 121.00 - O C10- S89'42'37"E >I- 7000 7-0 C11 _65.86'_C , 18 3.50' BLOCK 4 -25,01 '-_- .0 . . . _0 17 010 19 10 coi N89'41'38"W 448.51' 0-'- 60 ♦Q' s �\ Z 1 n i i J �-- - - - 485.01 _ - - - - - - - _ 102.36' I o, E. ALSTON ST. N89'41'38"W 587.37' - - - �_ " ' G N89.41'38"w 87.37, E. ALSTON ST. ---S89'41 22 E----J� /,� -- -- -- O� i G __51_99 _ 62.00 62.00 70.00 70.00 70.00 70.00 70.00 46.38 / 19.00 t3` I-------121.00------� _ ._. .�-_-: :-:_ -_.-- _ CAB I rO I I� • I I I I I I _ I �_ -.-:_�. f-_--.-- �_--_.-� r_-__-� •�9 19 / / �S �` 24.98 G C7 5.0 1 I I I I , S REAL POINT OF i " i i l i o f i i i i i i 15.00 \ ,� s0• / h SO'18 38 W in i i i 'o b i i �� 0 \ O BEGINNING I 18 I I / ♦� O 19.00 1 45.02' 1 I I l i N i I s �'��•o \ ` F 1 1 1 �n 1 I I w l w w 1 BLOCK 7 w I 3 1 N I I \gip �sss O / 50 +� 5, .N9l 50 ♦ 'F 1 rn I w a N -' N o � w 1 �? s O•\ O'S• �, '� 'S J I N - N O N O O \�• `o 19.00 19.00, N 0 N O0 N O N O N O N O w w N Op ��j' �y\3T 9 / O6 GjS��e NO'18'38"E L----N89'41'22"W--� 21.00' °° Q O O r, O � O r, N 00 0 N N O -00 O \� \ o-� y P:Q6,Oti 9 `�\.-- 0 M r 4 0 5 0 6 0 - 7 0 - 8 N 9 N 10 =- 11 \ 2.p� pp `��.yg�y•Oro Og �\ �\\ `♦ 70.00 I I \ '� ti 121.00 L3 1 O z I ? I z i ? i ? i o 0 z i � ss�y C22 S� �y�♦, o;'o o, �.\\ Z 9 tV 1 l I I 0 I I I I I I 1 1 l l 15.00' 1 1 .,�lC ,. cS` /L .Q6 o. \ J I I I I 5.0'---I I I l l 1 1 I I I 1 1 1 5$ 91 N� s!y r7 �y� O s ` L---------J ---------J L--- -- L------------ 6 ,� s �� ♦� I I I I I I I I I ---J , . , ,6 \` N O o > s .. s S. PLUMERIA AVE. L_-- _ _J L_ __--__J L---____-J L-----__ � ------ 70.00 _ 70.00 �o_oo _ 70.00 � c24 2 1 ' , 62.01' 62.00__ _62.00' 70.00' -- v s; \ "p� N 9'41O1"W 295.00 s \ C25 +�, \� �N cps O DETAIL B '� `� - N89'41 38"W 256.01 i \`��s ' ss ,O'L \ o \ N. r " Qd0. UNPLATTED S82'10 34 W ( \� s�s o-`�/ S '� ` ` 70.71' SHEET 2 ------ I �� s'N oo- `�''� > \:'�- ♦♦ SHEET 2 SHEET 3 1 i 12 �� �\ ss 3 - 1 SHEET 3 d�O,0� r'�y0�100 �O• F� �. 'flp, <'� 4 Os�\ O FOUND 5/8" IRON PIN F�s �o � FOUND ALUMINUM CAP MONUMENT BLOCK 4 C� O • SET 1/2 IRON PIN WITH CAP PLS 7729 28 29 BLOCK 8 SET 5/8" IRON PIN WITH CAP PLS 7729 70.00' 3.50' CALCULATED POINT C8 �9'A Or's O W.C. WITNESS CORNER J L SUBDIVISION BOUNDARY LINE D G E. ALSTON ST. �y - LOT LINE G o s� SECTION LINE RIGHT-OF-WAY LINE 7729 - - - - - CENTERLINE S� DETAIL 'A' DETAIL 'B' ----------------- EASEMENT LINE 10 60 180 SCALE:1"=5' SCALE:1"=5' R y G•C P _..._..._..._..._..._..._ CITY OF MERIDIAN PEDESTRIAN 0 30 120 PATHWAY EASEMENT-SEE NOTE 11 _ . _ . _ . _ . _ . _ . _ ACHD PERMANENT EASEMENT LINE SCALE: 1" = 60' TJ� INST NO. L Z 1?�7 1 IRRIGATIOIDAHO N EASEMENTNLINERESSURE 70 LOT No. IDAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 20-106 (208)846-8570 P:\Worrick Sub No 3 20-106\dwg\Plat\Warrick Sub 3 PLAT.dwg 4 6/2020 9:50:47 AM SHEET 2 OF 5 s GROUP, LLC WA RRICK SUBDI VISION NO. 3 /v -',\ J-tt (L' SHEET 2 ------N Ito 12 ��\ F 0. J` 3 ,�' - ��.._ ♦ _ SHEET 2 _- SHEET 3 I O ` `�\ s� O 0010 ��\ s \ 6'. \, f�1 �. �\\ ' `�\ SHEET 3 Z N53'06'02"E \) N�' s`�SUP'*��\ p�p'Lp�,. \\00. \\ ♦♦ 9.58' N i v j S89-41-38"E ���' v1 s\`'coo `�. �' �' j `\�.. ♦ 10 60 180 �----,7.77': _ ��� C280. Q pti�;,� 0 30 120 �A as\. p6 \--o ti \\ L1 19.0o C26 . q�� o\ 6� \o. sa►. LB _ i o. -X F�� o 5g gyp. s \\ s♦ s SCALE: 1 = 60 19.00' C29 G'S 9.98, l�Of DETAIL C \\ `1d4 \� ?� mod'• E. RINCON ST. , \ C35 ,' \\\ •s\s 1 = S53'06'02"W ,+ M ,�g C36 O 7tj R\�; ♦susLEGEND 9.58' 33.14 w 1 i N89'41 38 W i W O�\ �p0 �� j0 \\\. ♦��j FOUND 5/8" IRON PIN 17.77' I M cn 1 �� Sy �,�• o, \� N O !-0 3 _i N \ �` �,� ''� 0- FOUND ALUMINUM CAP MONUMENT N O) ' `\\ N (2) I Z 1 O N m jib, V. ♦♦ • SET 1/2 IRON PIN WITH CAP PLS 7729 a� BLOCK 8 O. O `♦ c� SET 5/8" IRON PIN WITH CAP PLS 7729 1 i i i Qy / ��. `� ♦ 0 CALCULATED POINT ---------- L-------- 0+� C37 , O \\\ ` W.C. WITNESS CORNER 9. NO'1 ,.30 00' N89'41'38"W 140.00' - \`:\ ♦♦ -- -- \� SUBDIVISION BOUNDARY LINE __ 471.52' -- 62.77'_ __-- LOT LINE N89'42'04"W 534.29' W.C. --- SECTION LINE RIGHT-OF-WAY LINE - - - - - CENTERLINE ------ EASEMENT LINE ...... CITY OF MERIDIAN PEDESTRIAN CURVE TABLE CURVE TABLE LINE TABLE PATHWAY EASEMENT-SEE NOTE 11 CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA LINE LENGTH BEARING _ . . . . . . . . . . . _ AC HD PERMANENT EASEMENT LINE INST NO. 2019-063749 C1 50.00 78.54 70.71 S45"18'30"W 89'59'44" C21 69.00 41.46 40.84 N54'06'52"W 34*25*48" L1 47.04 N89'41'38'W r - IDAHO POWER COMPANY-PRESSURE C2 69.00 108.38 97.58 S45'18'30"W 89'59'44" C22 17.50 27.49 24.75 S81'53'58'E 90.00.000 L2 55.31 NO'19'11"E IRRIGATION EASEMENT LINE C3 69.00 66.87 1 64.28 S28'0424"W 55'31.32" C23 1 17.50 27.49 1 24.75 S8'06'02"W 90'00'00" L3 59.00 N90'00'00"W O LOT NO. C4 69.00 41.51 40.89 S73'04'16"W 34'28'11" C24 17.50 25.48 23.29 S11'22'55"W 83.26'15" L4 43.11 N36'53'58"W C5 31.00 48.69 43.84 S45'18'30"W 89'59'44" C25 17.50 2.00 2.00 S33'37'05"E 6'33'45" L5 44.81 SO'18'38"W C6 31.00 38.51 36.08 S35'54'04"W 71*10'51" C26 120.00 77.92 76.56 N71'42'12"E 37*12'20" L6 94.98 NO'18'38"E C7 31.00 10.18 110.13 S80'53'56"W 18'48'52" C27 117.50 27.49 124.75 N8.06'02'E 90'00'00" Ac ^0 C8 17.50 27.49 24.75 N45'18'22"E 90.00'00" C28 17.50 27.49 24.75 N81'53'58"W 90'00'OW C9 17.50 27.49 24.75 S44'41'38"E 90'00'00" C29 139.00 90.26 88.68 N71'42'12"E 37*12'20- C10 17.50 19.35 18.38 S31'21'47"E 63*20'17' C30 101.00 65.59 64.44 N71'42'12"E 37*1220' Cll 1 17.50 8.14 8.07 S76'21'47"E 26'39'43" C31 139.00 36.72 36.61 N60'40'04"E 15'08'04" O� 4 O• C12 120.00 75.42 74.18 N17'41'56"W 36'00'35" C32 139.00 53.54 53.21 N79'16'14"E 22*04'15' BLOCK 8 r1 qN0 C13 101.00 47.92 47.47 N13'17.06"W 27*10'55" C33 21.00 28.82 26.61 N2.2455"E 78'37'46" O`�S40`rG,pG C14 139.00 90.26 88.68 N18*17'48"W 37'12'20" C34 26.00 13.00 12.86 S51*13'05"E 28'38'15" S 0 C15 139.00 51.71 51.41 N26'14'33"W 21"18'50" C35 26.00 4.12 1 4.11 S41'26'06"E 9'04'16' G,9 O N 7729 C16 139.00 38.55 38.43 N7'38'23"W 15'53'29" C36 26.00 8.88 8.84 S55.45'13"E 19'33'59" F,Q c3s 9�f��jzo\�Q- C17 50.00 46.07 44.46 N63'17'48"W 52.47'40" C37 54.00 270.74 64.04 N78'05'48"E 287'16`01" o%p cpRYG.C C18 31.00 28.56 27.56 N63'17'48"W 52'47'40" C38 54.00 66.07 62.03 N30'29'05"W 70.06*15" C19 69.00 63.58 61.35 N63'17'48"W 52.47'40" rC39154.00 204.67 102.37 S66.51'05"E 217'09'46" C20 69.00 22.12 22.02 N80-30-42"W 18.21'51" DETAIL 'C' SCALE:1"=5' IDAHO 9955 W. EMERALD ST. OISE, IDAHO JOB NO. 20-106 SURVEY 08)846-85 0 83704 P:\Warrick Sub No 3 20-106\dwg\Plat\Warrick Sub 3 PLAT.dwg 4/6i2020 9:51:06 AM SHEET 3 OF 5 GROUP, LLC WA RRICKSUBDI VISION 3 CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR Know all men by these presents, that Calistoga Partners, LLC, an Idaho limited liability coampany, is the owner of the real I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as property hereafter described: described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and A parcel of land located in the N 1/2 of the NE 1/4 of Section 32, T.3N., R.1 E., B.M., Ada County, Idaho more particularly accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys. described as follows: Commencing at the N 1/4 corner of said Section 32 from which the NE corner of said Section 32 bears South 89043'43" NO East, 2656.26 feet; thence along the North-South centerline of said Section 32 and the West boundary line of Warrick Subdivision No. 2 as \ NSFo s��G filed in Book of Plats at Pages through , records of Ada County, Idaho South 00018'38" West, 915.75 feet to o the SW corner of Lot 3, Block 6 of Warrick Subdivision No. 1 as filed in Book of Plats at Pages through 7 Gregory G. Carter °- N ,y � 2 9 0 P.L.S. No. 7729 records of Ada County, Idaho; � ZG�� ,r thence along the South boundary line of said Warrick Subdivision No. 1 for the following 9 courses and distances: cp 9 of thence South 89041'22" East, 141.00 feet; GORY thence North 84°50'48" East, 38.17 feet; thence South 89041'22" East, 121.00 feet to the SE corner of Lot 17, Block 4 of said Warrick Subdivision No. 1, point also being the REAL POINT OF BEGINNING; thence North 00018'38" East, 140.06 feet; thence South 89041'22" East, 145.00 feet; thence North 00018'22" East, 25.01 feet; thence South 89041'38" East, 489.99 feet; thence North 16047'30" East, 83.76 feet; thence North 53006'02" East, 171.00 feet to a point on the approximate centerline of Ten Mile Creek; ACKNOWLEDGMENT thence along said centerline South 36053'58" East, 971.35 feet to a point on the North boundary line of Blackrock Subdivision No. 1 as filed in Book 96 of Plats at Pages 12003 through 12008, records of Ada County, Idaho; State of Idaho ) thence leaving the approximate centerline of Ten Mile Creek and along the North boundary line of said Blackrock Subdivision No. 1 North 89042'04" West, 534.28 feet; ) s.s. County of Ada thence leaving said North boundary line North 00°18'05" East, 30.00 feet; ) thence North 00018'22„ East, 159.00 feet; On this day of , 20 before me, the undersigned, a Notary Public in and for said State, personally thence North 89°41 38 West, 47.04 feet; appeared Joseph Atalla, known or identified to me to be the manager of Calistoga Partners, LLC., the Idaho limited liability company thence North 00 18 22 East, 120.95 feet; thence North 89°41'01" West, 20.95 feet; that executed the instrument or the person who executed the instrument on behalf of said limited liability company and acknowledged thence South 82010'34" West, 70.71 feet; to me that said limited liability company executed the same. thence North 89041'38" West, 256.01 feet; thence North 00019'11" East, .55.31 feet; thence North 90000'00" West, 59.00 feet; In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. thence North 89041'22" West, 121.00 feet, thence North 00018'38" East, 70.00 feet to the REAL POINT OF BEGINNING. Containing 10.31 acres, more or less. My commission expires Notary Public for Idaho It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, Residing in Idaho the public streets as shown on this plat. The easements indicated on said plat are not dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and for such other uses as designated hereon, no permanent structure other than for such utility purposes are to be erected within the limits of said easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and City of Meridian has agreed in writing to serve all the lots in this subdivision. Calistoga Partners, LLC., an Idaho limited liability company Joseph Atalla, Manager IDAHO 9955 W. EMERALD ST. JOB N0. 20-106 SURVEY BOISE, IDAHO 83704 LLC (208)846-8570 P:\Warrick Sub No 3 20-106\dw \Plat\Warrick Sub 3 PLAT.dw 4/6/2020 9:51:17 AM SHEET 4 OF cJ GROUP, LLG WA RRICK SUBDI VISION NO. 3 HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have Qualified Licensed Professional Engineer (QLPE) representing City of Meridian Public Works, and the QLPE approval checked this plat and that it complies with the State of Idaho Code relating to plats and surveys. of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a Certificate of Disapproval, and no construction of any building or County Surveyor shelter requiring drinking water or sewer/septic facilities shall be allowed. District Health Department, REHS Date CERTIFICATE OF COUNTY TREASURER I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county property taxes for the property included in this subdivision have been paid in full. This certification is valid for the next thirty (30) days only. APPROVAL OF ADA COUNTY HICHWAY DISTRICT The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of 20 Date County Treasurer President ACHD COUNTY RECORDER'S CERTIFICATE State of Idaho ) APPROVAL OF CITY ENGINEER County of Ada ) s.s. I hereby certify that this instrument was filed for record at the request of at I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. Minutes past O'clock M. on this day of 20 , in Book of plats at Pages Instrument No. City Engineer Date Deputy Ex-Officio Recorder Fee: APPROVAL OF CITY COUNCIL I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council held on the day of 20 , this plat was duly accepted and approved. City Clerk, Meridian, Idaho i 0 L L SF� .c 77 On 06z OF Al.. RY G.C, I DAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 20-106 (208)846-8570 P:\Warrick Sub No 3 20-106\dwg\P1at\Warrick Sub 3 PLAT.dwg 4 6/2020 9:51:30 AM SHEET 5 OF 5 GROUP, LL V 0 I 5' 40' 20 22 I o I N Ln 21 I z o o g Lo 40' 19 o w I > I o ry 20' N � ALSTON Lo Q 30, 3,' 18 � I � PROJECT INFORMATION °oo��a��������oo°° CITY OF MERIDIAN OPEN SPACE °° o°°°��2� jD °OOoo O TOTAL SITE AREA: 1,5-17,743 S.F. (36.22 ACRES) REQUIREMENTS PHASE TWO AREA: 44q,1g7 S.F. (10.31 ACRES) °o0 0 �¢ITzo o° o TOTAL QUALIFIED OPEN SPACE: 242,632 S.F. (5.5-7ACRES) �� COMMON OPEN SPACE REQUIREMENTS \� ' ' '� PHASE TWO QUALIFIED OPEN SPACE: 66,830 S.F. (1.53 ACRES) o~ LA-16536 r-, w °0 4/8/2020 ~o° Requirements: AREA TREES REQ'D TREES PROVIDED / \ BUILDING SETBACKS: I TREE PER 8,000 66830 S.F. 8 10 SQUARE FEET, AND '. FRONT: 25 o° oN�O o�p0 000 SEED OR SOD. d� BACK: 12 0 / \ SIDE: 3 z 10% OF SITE AREA REQ'D PROVIDED / �' \ Z DEDICATED TO 44a,1g7 S.F. 44,g20 S.F. 66,830 14 f' 20 LINEAL FEET OF STREET FRONTAGE (INCLUDING LOCAL 5TREET5 QUALIFIED OPEN SPACE (10%) (15y) //• � WITHOUT STREET TREE REQUIREMENTS): 1,554' �_ M PATHWAY REQUIREMENTS C f `" / 0 / s NUMBER OF STREET TREES PROVIDED: 44 �U - z Requirements: TOTAL TREES REQ'D TREES PROVIDED j \ „`„ o i o I TREE PER 100 qqb L.F. 10 23 \ ��� �. TOTAL NUMBER OF TREES PROVIDED: 72 °' 11 m 0 LINEAR FEET OF Z Leo �� CAL 6 :cu n 3 0 15 d �0 TOTAL NUMBER OF TREE SPECIES: q s E PATH. �', aa) a cn E m � =co / PHASE TWO REQUIRED/PROVIDED WIDTH OF PARKING LOT PERIMETER o co 0 L Y / LANDSCAPE STRIP: 5' MINIMUM w _ ° a 10 _0 (1d, o N z° 5 ° �. 15 LANDSCAPE LEGEND � Jw � � L ° . . . . . . 3LL0- [OCD N m I s • - • • 0 a 1 Z ald bl ------ _Nld T_ T �T F - ■ 16 N - - -- �_ _ ■ / d� + PLANTS TO BE INSTALLED 110, /PIR o m 22 23 24 25 26 27 28 LLI 29 / VISION TRIANGLE N / 17 Z • KEY MAP -------------------- GUT EDGE AS DETAILED o / %> 20 I I I I I I I ■ I I I I I I I ■ / / 20 N 300 O 300 600 q00 X 6-0" GL05ED VISION FENCE / / ■ SCALE: I"= 300'-0" ^ 6-0" OPEN VISION FENCE o / PROPERTY LINE (VERIFY) J z 21 I I I �j w / / \ ---------- SEEPAGE BED OFFSET y� w _•w 1 / + + + + II +++++++ TURF SOD OVER APPROVED TOP / w w i 9 N LU w I :� \ + + + + SOIL AS SPECIFIED. w / J s + + + + Z � � s.� Copyright C\2020 z Q i w w= ° All nghts reserved. Reproduction or use in any form o ■ L- z z 3" DEPTH OF 2" MI NUS BARK or by any means without written permission of MULCH OVER APPROVED Breckon Land Design,Inc.is unlawful and subject to 0 TOPSOIL AS SPECIFIED. criminal prosecution w Za I I I I I Q■� � + z 18 I I I I ¢ DRYLAND SEED MIX. SEED WEST 01 + . + SLOPE OF TEN MILE GREEK. SEE r NOTES ON SHEET LI.5 FOR SPECIES AND NOTES. o w AGH H .. O I O I O I O I ■ ��y��C``������;�� 1 D SEED MIX. SEE NOTES ON J v SHEET L6 FOR SPECIES AND o + NOTES O °O W Na z CJ\` PROPOSED BUILDING �J J r/'1 w \� V - o P�`' \ O �' ' CALLOUT LEGEND = T OVERALL LANDSCAPE PLAN 12 ,: . w N 50 O 50 100 150 I O P \ W 1 O d O 40' VISION TRIANGLE z = � G SCALE: I"= 50'-0" O PROPOSED 6-0" TALL CLOSED VISION FENCE, SEE DETAIL Q .. \ 4 2/L1.5. O < Q Q O O PROPOSED 6'-0" TALL OPEN VISION FENCE, SEE DETAIL CITY OF MERIDIAN y 1/L1.5. rn Q 0 U 4 EXISTING IRRIGATION STORAGE POND CD LANDSCAPE REQUIREMENTS 5 LANDSCAPE NOTES. STORM DRAINAGE POND, REFER TO CIVIL PLANS. S. CARNEROS WAY BUFFER ' I. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH I s \ O Q *Requirements: LENGTH TREES REQ'D TREES PROVIDED IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING F NO TREES 166 L.F. O 5 WORK. L Q REQUIRED 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARGHITEGT'5 \ J PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND I s ARNER PLACE BUFFER CHARACTER AR OBTANCT R MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE : s *Requirements: LENGTH TREES REQ'D TREES PROVIDED 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS.I TREE PER 35 L.F. 424 L.F. O 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR W J 8 I d� AND SHRUBS, TURF, TO CONSTRUCTION START-UP. %> OR CGROUNDGOVER 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS r 1 E HASSET STREET FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTED IF NOT IN A SOUND AND I I \ V HEALTHY CONDITION. E Requirements: LENGTH TREES REQ'D TREES PROVIDED 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE I w I TREE PER 35 L.F. 126 L.F. 7 8 SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. O O r AND SHRUBS, TURF, WIDTH 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF LARGE (2" 1 OR 6ROUNDGOVER 13' BUFFER MINUS) BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. +cf. . ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING o E. RINCON STREET AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND -01 ' DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME 51ZE AND + f '"Requirements: LENGTH TREES REQ'D TREES PROVIDED 5PEGIE5 AT NO COST TO THE OWNER. O - NO TREES 105 L.F. O 4 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND GIR 6 REQUIRED ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE GRADING PLAN. IRRIGATION NOTES. II. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC, YARDS OFLi S. ALSTON STREET APPROVED GOMP05T PER 1000 SQUARE FEET. ROTO-TILL ORGANIG MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM LLJ p *Requirements: LENGTH TREES REQ'D TREES PROVIDED 12. FERTILIZE ALL TREES AND SHRUBS WITH 'A6RIFORM' PLANTING TABLETS. QUANTITY PER WHICH INSURES COMPLETE GOVERA&E AND PROPERLY ZONED FOR REQUIRED WATER USES. NO TREES 587 L.F. O I6 MANUFAGTURER'5 RECOMMENDATIONS. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. 5 REQUIRED 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 15" DEPTH OF TOPSOIL. LAWN AREAS 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. L SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN S. PLUMARIA AVENUE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF AREAS AND 18" AT PLANTER BEDS. PLANTER BED AREAS, 1-1/2" BELOW ADJACENT SURFACES OF TURF 500 AREAS, AND 1" 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. rr w w v *Requirements: LENGTH TREES REQ'D TREES PROVIDED BELOW ADJACENT SURFACES OF TURF SEED AREAS. ANNUALS, PERENNIALS GROUND GONERS OR SHRUB MASSINGS SHALL HAVE APOP-UP a 0 0° °w O NO TREES 72 L.F. 0 3 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED SPRAY SYSTEM. \` i w m°o°°~ REQUIRED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF 5. ELECTRONIC, WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM � \ z W 0 Z C n TOPSOIL AS A GROWING MEDIUM. PERFORM 501L TEST/ ANALYSIS AND PROVIDE CONTROLLER REQUIREMENTS ARE AS FOLLOWS: '" w z°1 4 0 5 *PORTIONS OF LOCAL STREETS THAT ARE ADJAGENT TO ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, a. PRECISE INDIVIDUAL STATION TIMING w77 = m a �a c m COMMON LOTS DO FOLLOW THE (1) TREE PER 35 L.F. RULE FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES r� .0°a z z C WITHIN THE PARKWAY STRIP. SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. c. AT LEAST ONE PR06RAM FOR EACH HYDROZONE J Z O w CITY OF MERIDIAN FENCING IF ONITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS . SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF RE O RESPONSIBLE e NSIBLE TO EITHER: . POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING A) PROVIDE APPROVED IMPORTED TOPSOIL, OR STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE REVISIONS B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE HYDRO-ZONES. No. Date Description REQUIREMENTS ARCHITECT. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE -___ ____ ____ 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, WATER TO RESPECTIVE HYDRO-ZONES. FENCING REQUIREMENTS FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN GOVERAOE WITH TRIANGULAR 5PAGIN6. FENGIN6 REQUIRED AT ALL ABUTTING PATHWAYS AND COMMON OPEN SPACE 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIG MATTER HARMFUL TO 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS LOTS TO DISTINGUISH COMMON FROM PRIVATE AREAS. PLANT GROWTH. SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). BLOCK 2 LOT 14-18 (NORTHEAST) 318 L.F. 6'-0" OPEN FENCE A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL q. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (b) AUTOMATIG VALVE ZONES. PROJECT NO.: BLOCK 2 LOT 18 (SOUTHEAST) III L.F. 6-0" CLOSED FENCE CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY APPROVE Q.G.V. LOCATIONS WITH LANDSCAPE ARCHITECT. 18109 W B BLOCK 4 LOT 28 (EAST) III L.F. 6-0" CLOSED FENCE FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF WEED ^/ DRAWN BY: z BLOCK 7 LOT 2 (WEST) 118 L.F. 6'-0" CLOSED FENCE NOT LESS THAN 4 INCHES. �► y E E D ABATEMENT NOTES:B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, O CV OG OT T 110 L.F. 6'-O" OPEN FENCE AND GENERAL TEXTURE BY A REG06NIZED COMMERCIAL OR GOVERNMENT A6ENGY 1. ALL AREAS TO BE PLANTED OR HYDR05EEDED SHALL HAVE WEED ABATEMENT OPERATIONS CHECKED BY: BLOCK 7 LOT 10 (WEST) 110 L.F. 6-0" OPEN FENCE AND COPIES OF THE TESTING A6ENGY S FINDIN65 AND RECOMMENDATIONS SHALL BE PERFORMED ON THEM PRIOR TO PLANTING OR HYDROSEEDIN6. JB U BLOCK 8 LOT 2 (NORTHWEST) III L.F. 6-0" CLOSED FENCE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UPA (CONTACT HERBICIDE) OR BLOCK 8 LOT 2-5 (NORTHEAST) 2-13 L.F. 6-0" OPEN FENCE SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY APPROVED EQUAL. DATE: BLOCK 8 LOT 5 (SOUTHEAST) 121 L.F. 6-0" OPEN FENCE RANGE - PH. 5.5 TO 7.6. 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 4/8/2020 C* I6. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF BLOCK 8 LOT 7 (EAST) 126 L.F. 6-0" GL05ED FENCE LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR BLOCK 8 LOT 7$8 (SOUTH) 140 L.F. 6-O" OPEN FENCE 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM THREE TO FIVE (3-5) DAYS. SHEET NUMBER O DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED WITHIN 5-0" 5. APPLY SECOND APPLICATION OF ©ROUND-UPA TO ALL EXPOSED WEEDS. APPLY IN STRICT T A OF AN A.G.H.D. SIDEWALK. CONFORMANCE WITH MANUFAGTURER'5 SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR 18. 5EEPA6E BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. L1.0 ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR LANDSGAPE IRRI6ATION SYSTEM. SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. Iq. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSGAPE ARCHITECT IMMEDIATELY. 7 AT THE TIME OF PLANTING AND HYDR05EEDIN6, ALL PLANTING AREAS SHALL BE WEED FREE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 -- TOPSOIL NOTES PLANT SCHEDULE PROJECT INFORMATION ----- OF jD�OOo°oo \ I. TOPSOIL REQUIREMENTS: ASTM D O 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT OR6ANIG QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS TOTAL SITE AREA: 1,511,143 S.F. (36.22 ACRES) °°0 0 �¢ITZ o 00° MATERIAL MINIMUM, FREE OF STONES I/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER PHASE TWO AREA: 44GIG7 S.F. (10.31 ACRES) ZDECIDUOUS SHADE TREES EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. or 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE TOTAL QUALIFIED OPEN SPACE: 242,632 S.F. (5.57 ACRES) o 5 Ap Acer platnoides Deborah Deborah Norway Maple 2 GAL. BBB 50 X 50 W II o~ wo w DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, HASE TWO QUALIFIED OPEN SPACE: 66830 S.F. (1.53 ACRES) o LA-16536 c�g 0 Clq /�T Acer truncatum x A. platanoides Keithsform Norwegian Sunset Maple 2 GAL. BBB 35 X 25 W I o ti° REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE q GB Garpinus betulus 'Fastigiate' Pyramidal European Hornbeam 2" GAL. BBB 35' X 25' W II o000 4/8/2020 oo°o OF ROOTS, STUMPS, ORGANIC MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND II 6B Ginkgo biloba 'Autumn sold' Autumn bold Ginkgo 2" GAL. B d B 45' X 35' W II BUILDING SETBAGKS: ood T ��oo z OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE 15 TT Tilia tomentosa Silver Linden 2" GAL. BdB 50' X 35' W II FRONT: 25' °000000�DO o�p0 00°0 , SCREENED TO ACHIEVE THIS REQUIREMENT. 5 Qp Quercu5 palu5tris Pin Oak 2" GAL. B$B 70' X 60'W III BACK: 12' o 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL 12 ZS Zelkova serrata 'Green Vase' Green Vase Zelkova 2" GAL. BdB 45' X 30' W II SIDE: 3' z TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENGY AND COPIES OF THE o TESTING A6ENGY'5 FINDIN65 AND RECOMMENDATIONS SHALL BE FURNISHED TO THE LINEAL FEET OF STREET FRONTAGE (INGLUDING LOGAL STREETS w ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED TO WITHOUT STREET TREE REQUIREMENTS): 1,354' w ACHIEVE SPECIFIED PH AND OR6ANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL CONIFEROUS TREES E o COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED NUMBER OF STREET TREES PROVIDED: 44 0 o 0 Ilyi C WHILE IN A FROZEN OR MUDDY CONDITION. 3 PP Picea Pungens 'Hoopsii' Hoops Blue Spruce 6' Hgt. B4B 50' x 15' W 0, 0 o 4. PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOTAL NUMBER OF TREES PROVIDED: 72 � -0 m n 3 CO TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO TOTAL NUMBER OF TREE SPEGIES: G LE E.m M w BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. ORNAMENTAL TREES Q�; E T PHASE TWO 5. GOMPAGTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: 3 ML Molus 'Spring Snow' Spring Snow Grobapple 2" GAL. BBB 20' x 20' W I REQUIRED/PROVIDED WIDTH OF PARKING LOT PERIMETER o i 0 L A. LAWN AREAS: G INCHES MINIMUM OR AS NEGE55ARY TO ACHIEVE EVEN 6RADE5 WITH LANDSGAPE STRIP: 5' MINIMUM w In °- L m 0- n o fU z° 0 ° SURROUNDING LAWN AREAS. '- ° `" 0 E B. PLANTER BEDS: IS INCHES MINIMUM SHRUBS/PERENNIALS/ORNAMENTAL GRASSES LANDSCAPE LEGEND ' ' ' ' ' ' �LLa ° to 0 " 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. LL REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH 67 GL Calamagrostis x acutiflora 'Avalanche' Avalanche Feather Reed Grass #1 6 X 2' W • - • • 1 GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD 67 GA Glethra alnifolla 'Goleb' Vanilla Spice Summersweet #5 6' X 5' W L AND I" FOR SEED. 60 GS Gornus stolinifera 'Farrow' Artic Fire Red Twig Dogwood #5 PLANTS TO BE INSTALLED w 1. TOPSOIL STOCKPILE LOCATIONS TO BE GOVERED COORDINATE WITH EROSION AND SEDIMENT 22 EA Euonymus alatue, Gole s Compact Coles Compact Compact Burning B 8' X 8' W =ush ILLo GONTROL PLAN. 15 HE Hemerocallis x Pink Playmate Pink Playmate Daylily #1 31 X 51 W m 330.00' ��\� 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL 34 HP Hydrangea paniculato '5MHPFL' Fire Light Hardy Hydrangea #2 5' X 5' W - - ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS 16 LA Lavendula angustifolia 'Hidcote Blue' Hidcote Blue English Lavender #1 3' X 3' W , N SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSGAPE AREAS TO 56 MA Mahonia aquifolium 'Orange Flame' Orange Flame Oregon Grape #2 3' X 4' W VISION TRIANGLE N KEY MAP PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. 23 PO Physocarpus opulifolius 'Center 61ow' Center Glow Ninebark #5 8' X 8' W o T GONTRAGTOR SHALL SUBMIT A DETAILED 5TOGKPILE PLAN TO LANDSGAPE ARGHITEGT AND 50 VB Viburnum x 'Burkwoodii' Burkwood Viburnum #5 10, X 1' W -------------------- GUT EDGE AS DETAILED OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. o N 500 0 300 600 GOO X 6'-O" GL05ED VISION FENCE ■ SCALE: I"= 300'-0" CITY O F MERIDIAN OPEN SPACE 0 6'-O" OPEN VISION FENCE K — — PROPERTY LINE (VERIFY) 0 z REQUIREMENTS —————————— SEEPAGE BED OFFSET w COMMON OPEN SPACE REQUIREMENTS + + + + TURF SOD OVER APPROVED TOP o Requirements: AREA TREES REQ'D TREES PROVIDED ++++++++ SOIL AS SPECIFIED. w I TREE PER 8,000 66,830 S.F. 8 10 + + + + Z SQUARE FEET, AND SEED OR SOD. Copyright CO 2020 z All rights reserved. Reproduction or use in any form o 10% OF SITE AREA REQ'D PROVIDED 3" DEPTH OF 2" MINUS BARK or by any means without written permission of DEDICATED TO 44G,IG7 S.F. 44,G20 S.F. 66,830 MULGH OVER APPROVED Rreckon and Design,Inc.is unlawful and subject to 0 criminal prosecution. w J QUALIFIED OPEN SPACE (10%) (15%) TOPSOIL AS SPECIFIED. w PATHWAY REQUIREMENTS z Requirements: TOTAL TREES REQ'D TREES PROVIDED DRYLAND SEED MIX. SEED WEST ffi I TREE PER 100 qqb L.F. 10 23 SLOPE OF TEN MILE CREEK. SEE Z LINEAR FEET OF NOTES ON SHEET L1.5 FOR PATH. SPEGIES AND NOTES. w 0 Z w • a i ACHD SEED MIX. SEE NOTES ON a O7 O8 O 10 11 12 13 14 ..., + SHEET L I.6 FOR SPEGIES AND o j 15 NOTES LL w t + W C) 3 w PROPOSED BUILDINGCD OO O O ad bid NI bid Nld \\� -- mw+ If 11 +"`:��. LA TT 1 0 + START 23 + CALLOUT LEGEND n= Q o 1..� LL PIR PIR I I I I I I 3 GL + 1 O w PO + O 40' VISION TRIANGLE o z = 28 vB 9 O 2R0505ED 6-0" TALL CLOSED VISION FENCE, SEE DETAIL Q OQQQ + O PROPOSED 6 O TALL OPEN VISION FENCE, SEE DETAIL rn Q 20 I I I I I I I 3 4 EXISTING IRRIGATION STORAGE POND v o O EA + rj STORM DRAINAGE POND, REFER TO CIVIL PLANS. > < ' + J ' + C < F 5 ° 3 + CITY OF MERIDIAN FENCINGCN 00 o Lu GL 3 - - - - - - • o I I 5 I I I I HE o AP END 2 I I I I ° REQUIREMENTS Cn Q 2 + w w �w FENCING REQUIREMENTS w Ca , M C= = FENGIN6 REQUIRED AT ALL ABUTTING PATHWAYS AND COMMON OPEN 5PAGE _# + + + + + + + + + + + + + + + + 07 \ LOTS TO DISTINGUISH COMMON FROM PRIVATE AREAS. ^ \ _ w w BLOCK 2 LOT 14-18 (NORTHEAST) 318 L.F. 6-0" OPEN FENCE U CD 1 � � M 1 BLOCK 2 LOT 18 (SOUTHEAST) III L.F. 6-0" CLOSED FENCE Q BLOCK 4 LOT 28 (EAST) III L.F. 6-0" CLOSED FENCE E w / Ir 2: w BLOCK 7 LOT 2 (WEST) 115 L.F. 6'-0" CLOSED FENCE z BLOGK -7 LOT T 110 L.F. 6-0" OPEN FENCE Ir 3 GB 66 'U BLOCK 1 6'LOT 10 (WEST) 110 L.F. -0" OPEN FENCE U Q GB � _ BLOCK 8 LOT 2 (NORTHWEST) III L.F. 6'-0" GL05ED FENCE Q Q _ BLOCK 8 LOT 2-5 (NORTHEAST) 273 L.F. 6'-O" OPEN FENCE CD \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + BLOCK 8 LOT 5 (SOUTHEAST) 121 L.F. 6'-O" OPEN FENCE + BLOCK 8 LOT 7 (EAST) 126 L.F. 6-O" GL05ED FENCE LJ + 2 I BLOCK 8 LOT 788 (SOUTH) 140 L.F. 6-O" OPEN FENCE START I START 3 3 START 3 3 D E I I I I I I HE 3 3 HE LU 1 Q 3 I I I M MA I � U HP GS I z + Q 4 5 ML 1 CS O1 aUJIi y V ML a 0LLW~LLoui zC- O 1 I I NWOWo�- 1 cc ix 5 I I I I 5 \\ �M AT ZS TYP. I I HP 5 �� Z v O W 2 19 0 D 0 Tr f� mQC7Qd'WW 09 N0 Qnz*QGm C �� �anu ox OLDt�Z�W � O L--- -� 5 5 6 I 7 I 8 GA '� O REVISIONS G No. Date Description ---- ---- ---- U 2 I 3 I 4 I 5 I I I END ML � — — — — 2 END aid 3 — _ —aid � - - - - — PROJECT NO.: 3END 18109 — — — DRAWN BY: - - - - - - 80 TO - - - - - - - — 1 B� — CV O — — — CHECKED BY: JB — — — — DATE: 4/8/2020 T LANDSCAPE PLAN— AREA ONE SHEET NUMBER O Ir- A N 30 0 30 60 GO ■ SCALE: I"= 30'-0" 1 12 13 14 5 6 7 18 9 10 111 112 113 114 115 116 PLANT SCHEDULE PROJECT INFORMATION TURF AREA PREPARATION NOTES. QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS oF jD��0000 °00�°9���ITZ Rn` o 000 I. LIMIT TURF 5UB6RADE PREPARATION TO AREAS TO BE PLANTED. TOTAL SITE AREA: 1,577,743 S.F. (36.22 ACRES)2. NEWLY GRADED SUBGRADES: LOOSEN SUB6RADE TO A MINIMUM DEPTH OF 4 INCHES. DECIDUOUS SHADE TREES PHASE TWO AREA: 44cl,Ioo* *oa q-I S.F. (10.51 ACRES) o a REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, 5 AP Acer platnoides Deborah Deborah Norway Maple 2 GAL. Bff B 50 X 50 W II off �o TOTAL QUALIFIED OPEN SPACE: 242,632 S.F. (5.57 ARRES) RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF Cl AT Acer truncatum x A. platanoides 'Kelthsform' Norwegian Sunset Maple 2" GAL. B$B 35' X 25' W I o LA-16536 cwg o OWNER'S PROPERTY. Cl GB Garpinus betulus 'Fastigiate' Pyramidal European Hornbeam 2" GAL. B$B 35' X 25' W 11 PHASE TWO QUALIFIED OPEN SPACE: 66,830 S.F. (1.53 ACRES) o0 4/8/2020 ~o° 3. SPREAD PLANTING SOIL OVER LOOSENED 5UB6RADE. II 6B Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2" GAL. B8B 45' X 35' W II4. REDUCE 0000lJ �0000 i 5. UNCHANGED ELEVATION OF L IF TURF501L TO TO BE LLANTE FOR IiA1REA5 UNALTERED 00. 15 TT Till tomentosa Silver Linden 2" GAL. B$B 50' X 35' W 11 BUILDINN& SETBACKS: o�o 000° 15 5 aP G2uercus palustris Pin Oak 2 GAL. 5$5 70 X 60W III UNDISTURBED BY EXCAVATING, GRADING, OR SURFACE-SOIL STRIPPING OPERATIONS, 12 ZS Zelkova serrota 'Green Vase' Green Vase Zelkova 2" GAL. Bff B 45' X 50' W II BACK: 12' o PREPARE SURFACE SOIL AS FOLLOWS: SIDE: 3' z A. REMOVE EXISTING GRA55, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. LINEAL FEET OF STREET FRONTAGE (INGLUDING LOCAL STREETS B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. APPLY SOIL CONIFEROUS TREES WITHOUT STREET TREE REQUIREMENTS): 1,554' o M w M AMENDMENTS AND FERTILIZERS AGGORDIN6 TO PLANTING SOIL MIX 0 PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL SOIL TO 3 PP Picea Pun ens 'Hoo sil' Hoo s Blue Spruce 6' H t. B$B 30' x I5' W Q � 0 g p p p g NUMBER OF STREET TREES PROVIDED: 44 �O 2 � � , ¢ \ \ A HOMOGENEOUS MIXTURE OF FINE TEXTURE. � 1 m iD o � 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. TOTAL NUMBER OF TREES PROVIDED: 72 �L.� E o n n 3 0 "-o E'n W A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS ROOTS, ORNAMENTAL TREES L Z AND OTHER EXTRANEOUS MATTER. TOTAL NUMBER OF TREE SPECIES: q a) a` E �, E coo w \ TRASH, 3 ML Malus 'Spring Snow' Spring Snow Grobapple 2" GAL. B$B 20' x 20' W I Q� Y 0 Y B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDING GRA55, VEGETATION, AND REG2UIRED/PROVIDED WIDTH OF PARKING LOT PERIMETER o °-� a oo N `o U o w -'. a m -a n0 ui Z TURF, OFF OWNERS PROPERTY. LANDSGAPE STRIP: 5 MINIMUM o .� §cucu ..w 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE SHRUBS/PERENNIALS/ORNAMENTAL GRASSES U J W = J CO L Co to o \ \ WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF LANDSCAPE LEGEND W W W CD 5 FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO 6-7a01 GL Galamagrostis x cutiflora 'Avalanche' Avalanche Feather Reed Grass #1 6' X 2' W _ in IN _ \ • GL \ \ MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS THAT CAN BE PLANTED IN 6-7 CAGlethra alnifolia 'Caleb' Vanilla Spice Summersweet #5 6' X 5' W z THE IMMEDIATE FUTURE. 60 GS Gornus stollnifera 'Farrow' Artic Fire Red Twig Dogwood #2 4' X 4' W w L 5 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY 22 EA Euonymus alatus 'Cole's Compact' Gole's Compact Burning Bush #5 31 X 8' W PLANTS TO BE INSTALLED GA \ \ AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. 15 HE Hemerocallis x 'Pink Playmate' Pink Playmate Daylily 1 + START 3 '`• ci. BEFORE PLANTING, OBTAIN LANDSGAPE ARGHITEGT'5 ACCEPTANCE OF FINISH 34 HP Hydrangea paniculata '5MHPFL' Fire Light Hardy Hydrangea #2 5' X 5 W o 6RADIN6; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER I6 LA Lavendula angustifolia 'Hidcote Blue' Hidcote Blue English Lavender #1 3' X 3' W , N / \ \ FINISH GRADING. 56 MA Mohonio oquifolium 'Orange Flame' Orange Flame Oregon Grape #2 3' X 4' W °1 23 PO Physocarpus opulifollus 'center Glow' Center Glow Ninebork #5 8' X 8' W VISION TRIANGLE Z GL 50 VB Viburnum x 'Burkwoodii' Burkwood Viburnum #5 10' X 7' W __________________- GUT EDGE A5 DETAILED o 1 s 3 \ \ 0 HP 3 \ \ X 6-0" CLOSED VISION FENCE z 6B 5 CITY OF MERIDIAN FENCING 6'-0" OPEN VISION FENCE o U K s. MA \ \ CITY OF MERIDIAN - - PROPERTY LINE (VERIFY) z 1 .S 5 \ \ LANDSCAPE REQUIREMENTS REQUIREMENTS ---------- SEEPAGE BED OFFSET II / GS FENCING REQUIREMENTS + + + + \ \ S. CARNEROS WAY BUFFER ++++++++ TURF SOD OVER APPROVED TOP / + / . FENCING REQUIRED AT ALL ABUTTING PATHWAYS AND COMMON OPEN SPACE + + + + SOIL AS SPECIFIED. '"Requirements: LENGTH TREES REO'D TREES PROVIDED LOTS TO 0I5TIN6UISH COMMON FROM PRIVATE AREAS. + + + + w Copyright CO 2020 NO TREES 166 L.F. 0 5 BLOCK 2 LOT 14-I5 (NORTHEAST) 518 L.F. 6-0" OPEN FENCE z 5 REQUIRED a All rights reserved. Reproduction or use in any form o BLOCK 2 LOT 18 (SOUTHEAST) III L.F. 6-O CLOSED FENCE or by any means without written permission of LA \ BLOCK 4 LOT 28 (EAST) III L.F. 6-0" CLOSED FENCE 3 DEPTH OF 2 MINUS BARK Rreckon Land Design,Inc.is unlawful and subject to 0 S. CARNEROSPLACE BUFFER BLOCK 7 LOT 2 (WEST) 118 L.F. 6-0" GL05ED FENCE MULCH OVER APPROVED criminal prosecution. TOPSOIL AS SPECIFIED. / / ° 5 \ *Requirements: LENGTH TREES REO'D TREES PROVIDED BLOCK LOT T I10 L.F. 6-0" OPEN FENCE CIS I TREE PER 35 L.F. 424 L.F. 0 8RYLAND SEED MIX. SEED WEST i + 2 / BLOCK 7 LOT 10 (WEST) III L.F.F 660oGLOSED FENCE SLOPE OF TEN MILE GREED. SEE 01 Y AT ,� AND SHRUBS, TURF BLOCK 8 LOT 2 (NORTHWEST) \ \ OR 6ROUNDGOVER BLOCK 8 LOT 2-5 (NORTHEAST) 273 L.F. 6-0" OPEN FENCE NOTES ON SHEET 1-1.5 FOR w + BLOCK 8 LOT 5 (SOUTHEAST) 121 L.F. 6-O OPEN FENCE SPECIES AND NOTES. Z / .s E HASSET STREET „ 3 / 5 \ BLOCK 8 LOT 7 (EAST) 126 L.F. 6-O CLOSED FENCE TT 1 16 GA \ Requirements: LENGTH TREES REO'D TREES PROVIDED BLOCK 8 LOT 788 (SOUTH) 140 L.F. 6-0" OPEN FENCE w AGHD SEED MIX. SEE NOTES ON ` I TREE PER 35 L.F. 126 L.F. 7 8 o 1 + \ \ AND SHRUBS, TURF, WIDTH SHEET L1.6 FOR SPECIES AND OR 6ROUN000VER 13' BUFFER NOTES o " + • °1• 5 = CITY OF MERIDIAN OPEN SPACE v v L O / MA E. RINCON STREET > w / a1 ° Requlrements: LENGTH TREES REQ D TREES PROVIDED R E U I R E M E N TS PROPOSED BUILDING 01 NO TREES 105 L.F. O 4 CD N M + / 3 REQUIRED Q Q J 1 J / GL COMMON OPEN SPACE REQUIREMENTS w 1 / 3 S. ALSTON STREET = N WH 17 Requirements: AREA TREES REG2'D TREES PROVIDED CALLOUT LEGEND Q UJ + TYP. ° HP I TREE PER 8,000 66,830 S.F. 8 10 L1J 6 / Requirements: LENGTH TREES REQ D TREES PROVIDED ( _ _ -q L 1.5 • s 5 5OUARE FEET, AND O L NO TREES 587 L.F. O I6 + W / . GS REQUIRED SEED OR SOD. O 40' VISION TRIANGLE w W + 1095 OF SITE AREA REO'D PROVIDED z Q ' ' �T 20 S. PLUMARIA AVENUE DED16A D OPEN SPACE 44cl,197 S.F. 44,c100)S.F. 6�1 �) O 2ROSOSED 6'-O" TALL CLOSED VISION FENCE, SEE DETAIL + LJJ 1 I _ + / 5 'Requirements: LENGTH TREES REOV TREES PROVIDED O Q < < z I Z + / GA NO TREES 72 L.F. 0 3 PATHWAY REQUIREMENTS O PROPOSED 6-0" TALL OPEN VISION FENCE, SEE DETAIL Q + J J / \ REQUIRED Requirements: TOTAL TREES REO'D D TREES PROVIDED I/L1.5. cr) O z = 2 + / / q I TREE PER 100 q6 L.F. 10 23 4 EXISTING IRRIGATION STORAGE POND / \\ PORTIONS OF LOCAL STREETS THAT ARE ADJACENT TO LINEAR FEET OF Q Q / 1 END 3 A < ° 5 COMMON LOTS DO FOLLOW THE (1) TREE PER 35 L.F. RULE PATH. 5 STORM DRAINAGE POND, REFER TO CIVIL PLANS. > / 2 START 2 z / • M \\ WITHIN THE PARKWAY STRIP. Q n 1 �, � / 3 v6 F s + + + + + + + + + HP • CL SEED AREA PREPARATION NOTES. 0 L W q + CL o\ W W °HP I. LIMIT TURF SUB6RADE PREPARATION TO AREAS TO BE PLANTED. CD < < 3 p / d\ 2. NEWLY GRADED SUBGRADES: LOOSEN SUB6RADE TO A MINIMUM DEPTH OF 4 O HP .0 w 4 INCHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, W ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. U 1 GB s + 3 w w s° A. SPREAD PLANTING SOIL TO A DEPTH OF q INCHES IN TURF AREAS AND 18 ^ + VB O W W INCHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED TO MEET FINISH co + W W 4 GRADES AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. DO NOT SPREAD IF Q e PLANTING SOIL OR SUB6RADE IS FROZEN, MUDDY, OR EXCESSIVELY NET. E + // EN W Z5 1. SPREAD PLANTING SOIL OVER LOOSENED 5UB6RADE. 3 START + R W W ( 2. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOP, SOIL THICKNESS OF SOD. Ir 3 + W W W W w W W W + \\ 3. UNCHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR < < 3 HE '� 1 W % W �\ \ UNDISTURBED BY EXCAVATING, GRADING, OR SURFACE-SOIL STRIPPING OPERATIONS, i"1 + + VA �` PREPARE SURFACE SOIL AS FOLLOWS: I W W W W W W A. REMOVE EXISTING GRASS, VEGETATION AND TURF. DO NOT MIX INTO SURFACE ��� COCD w \ 1� R�- 5 ML + + SOIL. B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. PROVIDE WEED `�` :v" !_ G5 (1 a� -- + W W w ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS AND FERTILIZERS PHASE TWO Z w AGGORDIN6 TO PLANTIN65 SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO D TOP 6 INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE �� A\ L i ( TEXTURE. HP + + 1. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. \\\� I G. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, \ TRASH, AND OTHER EXTRANEOUS MATTER. \ + + , , D. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDING GRASS, VEGETATION, AND os w w U . TURF, OFF OWNER'S PROPERTY. a G a W~a Z H G 0 7 O GA 1 4 4. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE 330.00' �\ w 00 0U.0 0 F 10 1 1 AT ZS WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 112 INCH - - 11 �� y 0 0 F Y 0 Q OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES AND FILL DEPRESSIONS ��� = 0 a_ law ML TO MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN T KEY MAP � N° a m Z z z + THE IMMEDIATE FUTURE. �G o x OLD C + Y 1 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY N 300 O 300 600 q00 Z y W O aid id � ' AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. 6. BEFORE PLANTING, OBTAIN LANDSGAPE ARCHITECT'S ACCEPTANCE OF FINISH SCALE: I"= 300'-0" REVISIONS ��00 3 GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER 3 l GJ ��\� . No. Date Description FINISH GRADING ND � '� 7. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND IS TOO DRY. U CJC` TEMPERATURE SHALL BE BETWEEN 55 F AND c15 F FOR A 24 HOUR PERIOD. WIND SHALL BE LESS THAN 5 MPH. 8. TURF SEED SHALL BE SOWN AT A RATE PER SEED SUPPLIER RECOMMENDATIONS. •`G w`�� q. SEED SHALL BE HYDROSEEDED OR DRILL SEEDED AT THE CONTRACTORS OPTION. AREAS WITH A 4:1 OR GRATER SLOPE SHALL BE HYDR05EEDED. PROJECT NO.: 18109 B , DRAWN BY: 1 4* CV 1 I CHECKED BY: O 1 J U I , DATT E: 4/8/2020 O* T LANDSCAPE PLAN- AREA TWO SHEET NUMBER O Ir- A N 30 O 30 60 q0 L1.2 SCALE: I"= 30'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 \ CITY OF MERIDIAN PROJECT INFORMATION 00000ao 0000000C TOTAL SITE AREA: 4 S.F. � STZLANDSCAPE REQUIREMENTS PAE oEA44qqs . (10.. 1 AS) o* * o 0 S. CARNEROS WAY BUFFER TOTAL QUALIFIED OPEN SPAGE: 242,652 S.F. (5.57 AGRES) ors �\ off �❑ o LA-16536 a w PHASE TWO QUALIFIED OPEN SPACE: 66,830 S.F. (1.53 ACRES) o ti,o *Requirements: LENGTH TREES REQ'D TREES PROVIDED o0 4/8/2020i o w NO TREES 166 L.F. 0 5 BUILDIN& SETBACKS: 4 CKS: ��OOo NDSCA�oo°��� w ooa000000� > ZS BACK: 12' o ( �o ARNER PLACE BUFFER SIDE: 3' + u� *Requirements: LENGTH TREES REQ'D TREES PROVIDED LINEAL FEET OF STREET FRONTAGE (INGLUDIN6 LOCAL STREETS + \ I TREE PER 35 L.F. 424 L.F. O 8 M \ � WITHOUT STREET TREE REQUIREMENTS): 1,354 \ AND SHRUBS, TURF, o o N OR 6ROUNDCOVER u 01 \ _ \ NUMBER OF STREET TREES PROVIDED: 44 r° o N cn 1111 1i1• Y QJ .0 N M iL [� tz + MA \ '' E HASSET STREET TOTAL NUMBER OF TREES PROVIDED. 72 �s 5 3 o w 1 1 11 O C L Z 5 r'1 111 TOTAL NUMBER OF TREE SPECIES: q E - (D ro W ( l GL Requirements: LENGTH TREES REQ'D TREES PROVIDED ( a m E ° = C ro 6 0 E W + S,° __1•�' •,,____;� PHASE TWO I TREE PER 35 L.F. 126 L.F. 7 8 REQUIRED/PROVIDED WIDTH OF PARKING LOT PERIMETER S C` 0 .s -�° Y' co � L - I 3 START I;; \\ AND SHRUBS, TURF, WIDTH w N o L o a o N z o + 'ti ?^ O n OR 6ROUNDGOVER 15' BUFFER LANDSCAPE STRIP: 5 MINIMUM C o .� 3 N o � Z w J+ L J X O E. RINCON STREET LANDSCAPE LEGEND I01 START 2 5 *Requirements: LENGTH TREES REQ'D TREES PROVIDED N __ A NO TREES 105 L.F. 0 4 GA w L \ \ \� REQU I RED PLANTS TO BE INSTALLED } � �•� •�� � m \ 1 ZS � GS s 330.00' _ _ \__ S. ALSTON STREET W 2 5 5 \ \ *Re uirements: LENGTH TREES REQ'D TREES PROVIDED N M4 s M NO TREES 587 L.F. O 16 VISION TRIANGLE o - + + + 0 3 GL 1 , � \ T KEY MAP REQUIRED ____________________ GUT EDGE AS DETAILED m + HE 7 N 300 0 300 600 qoO S. PLUMARIA AVENUE x 6-0" CLOSED VISION FENCE + 2 JEND ° GL *Requirements: LENGTH TREES REQ'D TREES PROVIDED � + `,1� ° SCALE: I"= 500'-0" NO TREES 72 L.F. O 3 6'-O" OPEN VISION FENCE o K d� • ' REQUIRED — — PROPERTY LINE (VERIFY) ° 1 / 5 1 z *PORTIONS OF LOCAL STREETS THAT ARE ADJAGENT TO __________ w I Q , + + GS 1 COMMON LOTS DO FOLLOW THE (1) TREE PER 35 L.F. RULE SEEPAGE BED OFFSET w + / 3 WITHIN THE PARKWAY STRIP. + + + + I I o f F ° CITY OF MERIDIAN FENCING +++++++++ TURF SOD OVER APPROVED TOP W + 5 + + + + + SOIL AS SPECIFIED. z �2) / \ f GA + + + + W 1 Copyright CO 2020 + + GB REQUIREMENTS All rights reserved. Reproduction or use in any form o 3" DEPTH OF 2" MINUS BARK or by any means without written permission of of of + Breckon Land Design,Inc.is unlawful and subject to p 5 FENCING REQUIREMENTS MULCH OVER APPROVED criminal prosecution. ,J 1000010 M TOPSOIL AS SPECIFIED. w 7 FENGIN6 W REQUIRED AT ALL ABUTTING PATHWAYS AND COMMON OPEN SPACE + LOTS TO DISTINGUISH COMMON FROM PRIVATE AREAS. + s+ + BLOCK 2 LOT 14-18 (NORTHEAST) 318 L.F. 6-0" OPEN FENCE DRYLAND SEED MIX. SEED WEST o + / ^ GL 5 \ BLOCK 2 LOT 18 (SOUTHEAST) III L.F. 6-0" GL05ED FENCE SLOPE OF TEN MILE CREEK. SEE Z + 1 `t 1 TT BLOCK 4 LOT 28 (EAST) III L.F. 6'-O" CLOSED FENCE NOTES ON SHEET L1.5 FOR BLOCK 7 LOT 2 (WEST) 118 L.F. 6'-O" CLOSED FENCE SPECIES AND NOTES. o / 5 \\ BOGLOT T 110 L.F. 6-0" OPEN FENCE W 2 / GS BLOCK 7 LOT 10 (WEST) 110 L.F. 6-0" OPEN FENCE AGHD SEED MIX. SEE NOTES ON z AT 8 6+ + 3 .°s \ BLOCK LOT 2 (NORTHWEST) III L.F. '-O" CLOSED FENCE SHEET 1-1.6 FOR SPECIES ANDUJ 1 1 TT \ BLOCK 8 LOT 2-5 (NORTHEAST) 273 L.F. 6'-0" OPEN FENGE NOTES 01 121 L.F. 6 O OPEN FENCE I ' I Z H + 5 + BLOCK 8 LOT 5 (SOUTHEAST) W W 5 BLOCK 8 LOT 7 (EAST) 126 L.F. 6'-0" GL05ED FENCE LJJ w 0 \ + \ GA BLOCK 8 LOT -7 b (SOUTH) 140 L.F. 6-O" OPEN FENCE PROPOSED BUILDING W o + S + END 2 ( +/+ END 3 \\ N + \ + �� EA \ CITY OF MERIDIAN OPEN SPACE CALLOUT LEGEND L_ 3 1 + START 3 5 \ O Q + + + GB 5 CA + 1 5 GA ` \ REQUIREMENTS O 40' VISION TRIANGLE w w G 1 M 2 � \ 5 VB 1 \ COMMON OPEN SPACE REQUIREMENTS O PROPOSED 6'-0" TALL CLOSED VISION FENCE, SEE DETAIL z TT I 2 PO PO � ;ai O Q s �p,ai ', 3 Requirements: AREA TREES REQ'D TREES PROVIDED O PROPOSED 6'-0" TALL OPEN VISION FENCE, SEE DETAIL Q Q GB 7 / I TREE PER 8,000 66,830 S.F. 8 10 3 I/L1.5. GL 5 d� VB 3 SQUARE FEET, AND CD O O C VE3 CA 3 SEED OR SOD. 4 EXISTING IRRIGATION STORAGE POND o O EA 10% OF SITE AREA REQ'D PROVIDED STORM DRAINAGE POND, REFER TO CIVIL PLANS. � ., DEDICATED TO 44G,Ig7 S.F. 44,g20 S.F. 66,830 G > o / 3 END �� M QUALIFIED OPEN SPAGE (10%) (15%) 7— < I 5 / 40.1%, 5 PATHWAY REQUIREMENTS 0 > Q J TYP dt I LA 4 . '�jn r F I L1.5 OP 5 Requirements: TOTAL TREES REQ'D TREES PROVIDED Q VB 5 1 TREE PER 100 qq6 L.F. 10 23 3 HP LINEAR FEET OF 3 3 EA _ PATH. w C • GA "' ' Q k UJ 5 8 M 3 O PO PLANT SCHEDULE Q I START 2 z5 PP GS QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS (� 0 3 END START 3 0 7 TYP. �� DECIDUOUS SHADE TREES — CIS EO L1.5 0 E p � O � 5 \\ 5 AP Acer platnoides 'Deborah' Deborah Norway Maple 2" GAL. BBB 50' X 50' W II Q 9) -113o VB c q AT Acer trunatum x A. platanoid w es 'Keithsform' Norwegian Sunset Maple 2" GAL. B8B 35' X 25' W 1 + + + + + tId + + + + + + + + 3 + — 0 0 0 _ 7 5 7 5 5 q GB Garpinus betulus 'Fastigiate' Pyramidal European Hornbeam 2" GAL. BBB 35' X 25' W 11 + + + + + + + + + + + + + + + PO q O �z VB PO VB Eo GA \\ II GB Ginkgo biloba 'Autumn Gold' Autumn bold Ginkgo 2" GAL. BffB 45' X 35' W 11 + + + + + + + + + + + + + + + GL + + + —, + + + +� W 15 TT Tilio tomentosa Silver Linden 2" GAL. BBB 50' X 35' W 11 —ciR_ + + + + + + + + + + +_ + + + + + + 5 5 + + + +� _ O O - ` 5 QP Quercus polustris Pin Oak 2" GAL. Bff B 70' X 60'W + + + + + + + + + + + + + + +TYP. 3 + GS + Cp, + + + + 3 + _ ,�i ,ai \ \ 12 ZS Zelkova serrate 'Green Vase' Green Vase Zelkova 2" GAL. BBB 45' X 50' W II J + + + + + + + + + + + + + + + + + + + + + + + EA + + + + + + + + + + + + + + + + + +S�2.5 + + + + + + + + + + + + + CONIFEROUS TREES z LANDSCAPE PLAN— AREA THREE 3 PP Picea Pungens 'Hoopsi i' Heaps Blue Spruce 6' Hgt. B 4 B 30' x 15' W ,� T � 30 0 30 60 qO ORNAMENTAL TREES � N SCALE: I"= 30'-0" 3 ML Molus 'Spring Snow' Spring Snow b Graapple 2" W GAL. BiB 20' x 20' I m }W U . 4 Q�01=W O SHRUBS/PERENNIALS/ORNAMENTAL GRASSES Wy 67 GL Galamagrostis x acutifloro 'Avalanche' Avalanche Feather Reed Grass #I 6' X 2' W w z w z fr 1 Q 67 GA Glethra alnifolia 'Caleb' Vanilla S Ice Summersweet #5 6 X 5 W w z �Y n Artic Fire Red Twig Dogwood /�/� C7 >c 60 GS Gornus sto I inifera 'Farrow' p #2 4' X 4' W W - W a 3-q x c W 22 EA Euonymus alatus 'Cole's Compact' Cole's Compact Burning Bush #5 8' X 8' W �a a M z w z C 15 HE Hemerocallis x 'Pink Playmate' Pink Playmate Daylily #1 5' X 3' W a z}UJ x 34 HP Hydrangea paniculato 'SMHPFL' Fire Light Hardy Hydrangea #2 5 X 5' W V O 16 LA Lavendula angustifolia 'Hidcote Blue' Hidcote Blue English Lavender #1 3' X 3' W 56 MA Mahonia aquifolium 'Orange Flame' Orange Flame Oregon Grape #2 3' X 4' W REVISIONS j 23 PO Physocarpus opulifolius 'Center Glow' Center Glow Ninebork #5 8' X 8' W No. Date Description r 50 VB Viburnum x 'Burkwoodii' Burkwood Viburnum #5 10 X 7' W ---- ---- ---- U PROJECT NO.: 18109 B DRAWN BY: CV OCHECKED BY: JB U DATE: 4/8/2020 O C) SHEET NUMBER O T A L1.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 oppppa000D00000000 WHEN PRESENT: BUD o°°°5 �F jD °OOOOo DRYLAND SEEDING REQUIREMENTS POINT (A MINOR o00 @ �¢ITZRn` � o ROOT FLARE/GOLLAR (SWELLING AT o CROOK IN THE TRUNK SOIL LINE WHERE STEM TISSUE o GENERAL OVERVIEW JUST ABOVE THE wo U TRANSITIONS INTO ROOT TISSUE) TO o 96" ON CENTER SOIL LINE) TO BE EXTRUDED POST GAP BE AT SOIL LINE. o w APPROXIMATELY I y2" o LA-16536 THIS REPORT OUTLINES RECOMMENDED REVE6ETATION AND SLOPE STABILIZATION (STANDARD OPTION) 91" MAXIMUM SPAN PREVAILING WIND ° o ABOVE THE SOIL ROOT PROBE °0 4/8/2020 ,00 MEASURES FOR DISTURBED GUT AND FILL SLOPES WITHIN THE PROJECT LIMITS AS DEFINED ON N LINE DIRECTION °°oo1J °oo i THE AGGOMPANYIN6 PLAN WHIGH WILL BE SEEDED WITH THE DRYLAND SEED MIX AND NOT 1-1/2" x 5-1/2"WBOTITH TO XRA5 -� Opo�❑po oo°° IRRIGATED. THESE REGOMMENDATION5 ARE MADE TO PREVENT SHORT TERM AND LONG GALVANIZED METAL INSERT u� SOIL LINE �` >o TERM SOIL EROSION AS WELL AS TO PROVIDE AN AESTHETIC REVE6ETATION WHIGH WILL HOLD TOP AND BOTTOM z BLEND WITH THE EXISTING NATURAL SURROUNDING AREA. THE MEASURES INCLUDE RAILS IN PLACE WITH N REMOVE DEAD/DAMAGED BRANCHES o 7/8" U-GHANNEL LOCK RING. AND PRUNE TO INTERNATIONAL REVE6ETATION AND HYDROMULGHING PROGEDURES FOLLOWING TOPSOIL DISTRIBUTION AND 50GIETY OF ARBORIGULTURE FINE GRADING. THE AREA TO BE REVEGETATED CONSISTS OF ALL DISTURBED AREAS REMOVE TOUNGE ON ONE 12" STANDARDS; IMPROPERLY PRUNED w M RELATED TO GRADING FOR GON5TRUGTION AND ANY OTHER AREAS DISTURBED IN THE SIDE OF PANEL TO SIT 4" 5" CONCRETE MOW5TRIP G TREES (AS DETERMINED BY THE CU 0 0 a) ° PROCESS OF CONSTRUCTION. THE SLOPES TO BE AFFECTED VARY WIDELY IN DEGREE AND FLUSH AGAINST POSTS _ r LANDSCAPE ARCHITECT) SHALL BE ci �° Ir0 -0 GONGRETE FOOTING HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT _ � ID �' ° ASPECT. N BE 2" MAXIMUM REMOVE MAIN LEADER!! �.E m n �` C Z E E to GENERAL EARTHWORK I POST SCORE JOINT AT EACH UTILIZEB SOIL LINE.L/ROOT RUBBER GINGH TIE _ °ccnD °o ` ° Co 0 t Q� 0 ,coO Y ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION WITH MINIMAL, PROBE AROUND w N.o _E Z5 a 1 oo N `o - o FENCE POST, SET POST TRUNK (APPROX I"-2" s 2"x 2" WOOD STAKE (LENGTH AS > -a o -a -q a = z °' IF ANY, DISTURBANCE TO THE SURROUNDING NATURAL SLOPE OR VEGETATION. ALL FINISHED :d' •• o co Z PRIOR TO INSTALLATION v �w c� -J L co to s GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN NEW -1/8" x 6" TOUNGE AND OF MOWSTRIP TO AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE LL a co c� AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR ROOTS.ADDITIONAL GROOVE PICKET LOCATE HIGHEST WINDAKES • - • • REQUIREMENTS. PLAN VIEW PARALLEL TO PREVAILING z I-I/2" x 5-I/2" BOTTOM RAIL o - REMOVE TREE WRAP TRUNK o L WITH 1.5 X 1.25 �� 5 SQUARE VINYL FENCE Q w SITE PREPARATION N N w PROTECTION, AFTER INSTALLATION GALVANIZED METAL INSERT POST WITH GALVANIZED J O , EARTHWORK PROCESS SHOULD BE61N WITH GLEARIN6 LARGE SHRUBS FROM THE AREAS METAL INSERT (TYPICAL) O m TO BE DISTURBED. WOODY STEMS AND BRANCHES SHALL BE CHIPPED ON SITE TO IMPROVE -_ - - o CONSTRUCT 2" EARTH BERM AT EDGE I III=III= III z w OF ROOTBALL, FILL TREE RING W/ , N THE AMOUNT OF ORGANIC MATERIAL IN THE TOP SOIL. NATURAL TOPSOIL OCCURS AT _ _ _ SET FINISH GRADE AS —III—III =11 MULCH, AS SPECIFIED. VARYING DEPTHS ON THE PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND 12" WIDE GONGRETE I I I =III—III—_ III- SPECIFIED m o MOWSTRI P =III-I 5" THICK MULCH LAYER, KEEP MULCH STOCKPILED AT DE516NATED STORAGE AREAS PRIOR TO THE PROPOSED GRADING I I I =III= 1 - O N II a —III =1 CONCRETE FOOTING AS 3" AWAY FROM TRUNK. OPERATIONS. _ II I I • I II I l SPECIFIED REMOVE BURLAP, TWINE AND WIRE NOTES: -1i1— ° 1I1: o TOPSOIL DISTRIBUTION - FINISH GRADE -1 6" AGGREGATE BASE BASKET FROM TOP w \ \ \ I. REFER TO LAYOUT PLAN FOR MOW STRIP (0 -III- OF ROOTBALL N�` \//\//\////\// \ //\ //\// / GOMMERGIAL SLOW RELEASE ONCE THE GENERAL EARTHWORK IS GOMPLETE AND ROUGH GRADING HAS BEEN = -1 Q c� A VA VA\ VA \ VA \ VA 0 LOCATIONS. COMPACTED SUB-GRADE REMOVE ALL NAILS w // // // // / / / //j // FERTILIZER TABLETS K ACCOMPLISHED, THE TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM I I- III /VA/VA/ /VA/VA DEPTHS AS SPECIFIED. WHERE NEEDED, SLOPES SHOULD BE GRADED WITH SERRATION TO 2. SCORE JOINTS 10 O.G. OR AT EACH POST. -III I I� ll I = TIES, AND PLASTIC A \�/ - SIDES OF HOLE ROUGH a UNEVEN z 5. INSTALLATION TO BE COMPLETED IN 1 1 FROM ROOTBALL. IF -III = w HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY COMPACTED ACCORDANCE WITH MANUFAGTURER'S 32„ 32 SYNTHETIC BURLAP IS III // _ I I1- UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDIGULAR TO THE GONTOUR5 OR 5PECIFIGATION5. 5' UTILIZED TO WRAP — — 17-— - BAGKFILL WITH APPROVED TOPSOIL _ III III III III III I ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY 4. MATCH VINYL FENCE TO EXISTING VINYL THE ROOTBALL, IT -�i 1=III= _ AND SOIL AMENDMENTS AS o FENCE ON BERM OF ADJACENT PROPERTIES SHALL BE III SPECIFIED. BAGKFILL IN 6 LIFTS, NECESSARY MECHANICAL MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING \ , COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP w SITE DISTURBANCE. 2VINYL FENCE PANEL LIGHTLY AS REQUIRED, BAGKFILL REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL Z ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVE6ETATION SEEDING SHALL BIODEGRADABLE SOIL EVEN W/ TOP OF ROOTBALL, Copyright CO 2020 FOLLOW IMMEDIATELY. IN ORDER TO ELIMINATE SURFACE CRUSTING AND TO FACILITATE BURLAP SHALL BE 5' MIN. DIA. DO NOT OVER GOMPAGT!! All rights reserved. reproduction or use in any form o SCALE: 1�2 1'—O" TREE RING or by any means without written permission of BETTER ROOT PENETRATION, THE SURFACE SHOULD BE SGARIFIED PRIOR TO SEEDING. LEFT ON THE BOTTOM aw reckon Land Design,Inc.is unlawful and subject to 0 J OF THE ROOTBALL. SET ROOTBALL ON NATIVE, criminal prosecution w SEEDING NOTES: UNDISTURBED SOIL alf o APPLY SEED TO THE PROJECT SITE BY HYDROSEEDIN6. 3" DEPTH OF MULGH AT 1. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'5 OPTION; HOWEVER, THE CONTRACTOR IS THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. PLANTER BEDS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT ° 8 FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS GREATER. w SEED MIXTURE: PURE LIVE SEED % MIX ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY z HARD FESCUE 25 THE LANDSGAPE ARCHITECT BEFORE PROCEEDIN6. w CREEPING RED FESCUE 25 i— _ _ _ — 5. LANDSGAPE CONTRACTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION =1 w -I III- SHEEP FESCUE 25 T ^ z I, I I III I I I 1 -III III- III I I OF PLANT MATERIAL. M o WIN6LEY GHENIN65 FESCUE 25 _III=III= - I- -III—III APPROVED TOPSOIL AND SOIL 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR / N -III, FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT o TOTAL SEED 40 LBS PURE LIVE SEED FINISH GRADE, AMENDMENTS AS SPECIFIED SLIPPAGE. INSTALL 25 LBS / ACRE UJ PER PLANS GUT EDGE 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. w 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSGAPE CD PLANTER BED CUT EDGE ARGHITEGT IMMEDIATELY. W FIBER MULCH MATERIAL 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT 01 GROW NUTRIBA5E FROM ©QUATTRO ENVIRONMENTAL A GOMP05TED POULTRY BASED MULCH 3 BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE (TYPICAL AT TREES IN TURF AREAS) NOT TO SCALE EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL A6ENGY APPROVAL CD N OF 2000 LBS. PER ACRE. REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. J w ORGANIG SOIL AMENDMENT O o 01 GROW NUTRIBOOST FROM ®QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 'A' 'A' DECIDUOUS TREE PLANTING = Q G GALLONS PER ACRE. 6 NOT TO SCALE Z Q TAGKIFIER O MULGH TAGKIFIER SOIL STABILIZER - ECOLOGY CONTROLS M-BINDER. TAGKIFIER APPLIED A = LENGTH, AS SPECIFIED < UJ QAT THE RATE OF 80 LBS. PER ACRE. OR PER PLANT SCHEDULE GRANITE SEED 0° r n I&CM WEST 2100 NORTH P B = 55% OF 'A' C P.O. BOX 177 LEHI, UTAH 54043 WHEN PRESENT: BUD+ 1-800-768-4433 > z Q ` (OR APPROVED EQUAL) POINT (A MINOR ROOT FLARE/COLLAR (SWELLING AT r CROOK IN THE TRUNK FINISH GRADE PER PLANS SOIL LINE WHERE STEM TISSUE HYDR05EEDIN6 PLAN VIEW JUST ABOVE THE TRANSITIONS INTO ROOT TISSUE) TO SOIL LINE) TO BE Q I F MIX SPECIFIED SEED AND ORGANIC SOIL AMENDMENT IN WATER PER MANUFACTURER'S EDGING PER PLANS AND DETAILS BE AT SOIL LINE. � - (vl RECOMMENDATIONS. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION OIREGTIONS. DO APPROXIMATELY I y2" 4,r/ PREVAILING WIND ABOVE THE SOIL ROOT PROBE r��"' NOT HYDROSEED AREA IN EXCESS OF THAT WHIGH GAN BE MULCHED ON SAME DAY. KEEP GROUNOGOVER PLANTING PER PLANTING LINE $.1 sp_y % DIRECTION ' OFF ROADS, WALKS, STRUCTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE AREAS. PLAN `v ,, �,; Ir ' ^ v „r v J Q AFTER HYDROSEED, TRACK IN SEED USING A CLEATED CRAWLER WITH TRACK MARKS MULCH, PER PLANS, 5" DEPTH OVER SOIL LINED ``� w PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2O00 LBS. PER ACRE ENTIRE BED. DO NOT COVER GROWNS OFc_ y� �, ° '° REMOVE DEAD/DAMAGED BRANCHES OF FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TAGKIFIER. PLANTS z AND PRUNE TO INTERNATIONAL 50GIETY OF ARBORIGULTURE MAINTENANCE - -III—III ��AA/�AA�AA/AAA/AAA/�AA�AA/�AAVAAVAA�A///VA SPLIT ALL ROOT BOUND ROOTS WITH 3 �!u ,. ��, �� STANDARDS; IMPROPERLY PRUNED _ ////////////////// EQUAL SPACED VERTICAL GUTS. � �� --fir- U IMMEDIATELY RESEED AREAS WHIGH SHOW BARE SPOTS. MINIMUM AGGEPTABLE PLANT \/AAA/AAA/AAA/AAA/AAA/AAA/AAA/AAA/AAA/AAA/AAVAA/ TREES (AS DETERMINED BY THE / - LANDSCAPE ARCHITECT) SHALL BE V�V/� /V/V/V/� /V�V/V/V/\.A `�k ' GOVERA6E IS 80 PERCENT AFTER ONE GROWING SEASON. PROTECT SEEDED AREAS WITH _ 1 -�1—i —I �l —�I' I'I-1 1 TILL SOIL TO A DEPTH OF 12", BAGKFILL HIGHEST ROOT SHALL 7� 1 6 REMOVED AND REPLACED. DO NOT E WANING SIGNS DURING MAINTENANCE PERIOD. THE SEED WILL REQUIRE APPROXIMATELY -III =III=III=III=III=III=III= —III= WITH APPROVED TOPSOIL AND SOIL `' �' BE 2" MAXIMUM » - �`� AMENDMENTS, AS SPECIFIED. ` � REMOVE MAIN LEADER!! 4" � I III III III III- III III III : , � w > > NINETY MO) DAYS OF FAVORABLE GROWING CONDITIONS TO GERMINATE AND BECOME — — =1 i. BELOW SOIL LINE. ESTABLISHED FOR 5000E55FUL SURVIVAL WITH NORMAL MINIMAL SUMMER PRECIPITATION. - UTILIZE 501L/ROOT ,;>a *_:: RUBBER GINGH TIE DEWITT PRO 5 WEED BARRIER FABRIC PROBE AROUND SEEDING TIME SECTION OR APPROVED EQUALN ��\� '9 ` � TRUNK (APPROX 1"-2" �i, �� � s° 9' 2"x 2" WOOD STAKE (LENGTH AS AWAY FROM TRUNK) a � �� "' REQUIRED)-DO NOT PENETRATE THE OPTIMAL SEEDING TIME SHALL BE IN FALL BETWEEN MID SEPTEMBER AND MID SUB6RADE � "��Q ROOTBALL. SEE NOTE I. SET STAKES NOTES: TO LOCATE HIGHEST % y1 ��f; CD OCTOBER. IF SEEDING IS APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS ROOTS. PARALLEL TO PREVAILING WIND. NOT REALIZED PRIOR TO FALL DORMANCY, THEN RESEEDING SHALL BE APPLIED IN EARLY I. ALL 6ROUN000VER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. �. �, i��t--�y��r � 1i REMOVE TREE WRAP TRUNK SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARCH AND MID MAY. THIS p �_ �'�����.� 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURERS RECOMMENDATIONS TO ALL N PROTECTION AFTER INSTALLATION PLANTING TIME PROVIDES THE OPTIMUM WEATHER GONDITIONS FOR SEED GERMINATION AND GROUNDGOVER BEDS. UJ D SEEDLING SURVIVAL RATE. SEEDING AFTER NOVEMBER 20 'DORMANT SEEDING' INSURES THAT I Y2" 50. TUBE STEEL REMOVE BURLAP, GON5TRUGT 2" EARTH BERM AT EDGE THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND SEED RAIL Q� TWINE, AND WIRE 2Pr�ij���' ,per , °'" �" - OF ROOTBALL, FILL TREE RING W/ P E R E N N I A L & G R O U N D C O V E R BASKET FROM TOP �i �6v MULCH, AS SPECIFIED. SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. of ���=,� - r' . 1/2" 50. TUBE STEEL 4 �,' � `� OF E ALL ROOTBALL, O w c� �, Q � �t 7rb 3 THICK MULCH LAYER, KEEP MULCH w I�OT -O S%%T�-= REMOVE ALL NAILS, �w O z .��'o' ` �� ( ' WATER PICKET PLANTING TIES, AND PLASTIC N w o Q ' S" AWAY FROM TRUNK. a a W c= W v THE CONTRACTOR WILL PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER SEED AT 4 O.G., TYP. FROM ROOTBALL. IF ch� N fr a ui�, z F O GERMINATION. SOLID o SYNTHETIC BURLAP IS o FINISH GRADE \� N m c KEEP GROUND LINE SAME AS NURSERY LINE UTILIZED I ZED TO WRAP w z w "Z� Q i� I \//A//A//A ////// / /// ///A/A/A GOMMERGIAL SLOW RELEASE y v W z t� FERTILIZATION REMOVE ANY PLASTIC, BURLAP, NAILS, OR SHA I THE ROOTBALL, IT Q VA//\//\// j /VA/AA �A//AA ///A//AA//A FERTILIZER TABLETS C077 = m a 2 a Ix w w AE bi /VA/VA/ VA/VA/ V/VA/VA / /VA/VA/ N 0 Z FERTILIZATION IS NOT RECOMMENDED FOR RECLAMATION SEEDING DUE TO PROMOTION OF OTHER MATERIALS FROM THE ROOTBALL COMPLETELY \/A/ /A/A WEED COMPETITION. IF WEEDS ARE APPARENT, CONTACT LANDSCAPE ARCHITECT FOR WEED 2" 50. TUBE STEEL WHIGH MAY LIMIT ROOT GROWTH REMOVED. ONLY -III -/\\/ \// / SIDES OF HOLE ROUGH UNEVEN �a o x w C POST AT 6' O.G., TYP. O REMOVAL REQUIREMENTS. � BIODEGRADABLE I cai��� CONSTRUCT 2" EARTH BERM TO FORMA BURLAP SHALL BE 11 —_—_ — - BAGKFILL WITH APPROVED TOPSOIL WATER RETENTION BASIN, FILL BERM WITH AND SOIL AMENDMENTS AS REVISIONS EROSION CONTROL LEFT ON THE BOTTOM 1- —III- —III I' SPECIFIED. BAGKFILL IN 6" LIFTS, MULCH, AS SPECIFIED OF THE ROOTBALL. ���-1Ti 1i11 No. Date Description UNDER NORMAL CIRCUMSTANCES AND ADHERENCE TO THE CONSTRUCTION PRACTICES GONGRETE PAVING -- WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP --- ---- ---- U DESCRIBED IN THE SPECIFICATIONS, THE ABOVE RECOMMENDED EROSION CONTROL MEASURE OR LANDSGAPE MULCH, PER PLANS, 3" DEPTH OVER ENTIRE OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL SHOULD PROVIDE A STABLE SLOPE CONDITION. TO AVOID INCIDENTAL EROSION, IT IS FINISH GRADE, REFER BED. DO NOT COVER CROWNS OF PLANTS SOIL EVEN W/ TOP OF ROOTBALL, IMPERATIVE THAT THE SLOPES, ONCE PREPARED, REMAIN UNDISTURBED UNTIL SEEDING TO PLAN _ DO NOT OVER COMPACT!! -I�I-I�I-I I III-I�1-, PROVIDE DEWITT PRO 5 WEED BARRIER 5' MIN. DIA. TREE RINGIr GERMINATES AND IS ESTABLISHED. °III FABRIG OR APPROVED EQUAL SET ROOTBALL ON NATIVE, AN 80% VEGETATION COVER IS RECOMMENDED TO CONTROL EROSION. SURFACE -All III = NOTES: UNDISTURBED SOIL PROJECT NO.: CONDITIONS SHOULD BE MONITORED DAILY. IF EROSION DETRIMENTAL TO THE SLOPE IS = PROVIDE COMMERCIAL FERTILIZER TABLETS 18109 B OBSERVED OR ANTICIPATED DUE TO EXCESSIVE RAINFALL, REMEDIAL MEASURES SHALL BE io — — AND BIOSTIMULANT, AS SPEGIFIED, FOR EACH I. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO IMPLEMENTED AS REQUIRED. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN FOR NOTE: _ — �i�= = III- � SHRUB INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF DRAWN BY: WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING CV O ADDITIONAL REQUIREMENTS. 1) FINISH SHALL BE MANUFAGTURE'5 POWDER GOATING. SUBMIT COLOR SAMPLE FROM FULL BAGKFILL WITH APPROVED TOPSOIL AND SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. WIDTH OF CHECKED BY: COLOR PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING. SOIL AMENDMENTS, AS SPEGIFIED. BAGKFILL 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE � \ 2) GONGRETE POST FOOTING SHALL BE 12" MINIMUM DIAMETER X 36" DEEP (4500 PSI). 6"71 ROOTBALL 6" IN 6" LIFTS, WATER EACH LAYER, DO NOT LANDSGAPE ARCHITECT BEFORE PROCEEDING. JB v 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATCH ADJACENT TAMP OR OVER COMPACT. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSGAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF DATE: SURFACES. PLANT MATERIAL. `� 4) GONTRACTORS ARE RESPONSIBLE FOR SHOP ORAWIN65 TO BE REVIEWED BY DESIGN NOTE: CONSTRUCT 6" MOUND OF TOPSOIL 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE 4/8/2020 O* PROFESSIONAL PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED - EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. I. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. O COLOR AS DIRECTED BY OWNER. 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFAGTURER'5 RECOMMENDATIONS TO ALL 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT SHEET NUMBER 6ROUN000VER BEDS. IMMEDIATELY. T A TUBE STEEL FENCE SHRUB PLANTING CONIFEROUS TREE PLANTING L1.5 5 NOT TO SCALE 7 NOT TO SCALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 oo��°pOF ❑jD°OOO O STORMWATER POND oo c�� ST Z �000°o o°°° REVEGETATION REQUIREMENTS �� 0 o LA-16536 cwg o °0 4/8/2020 ~o°° GENERASEREQUIVERVREMENTS OUTLINE THE RECOMMENDED GUIDELINES FOR REVE6ETATION OF SIDE-SLOPES, BANKS, AND MULCH TAGKIFIER SOIL STABILIZER - EGOLO&Y CONTROLS M-BINDER. TAGKIFIER APPLIED AT THE RATE OF 80 LBS. °°o�°OOOO NDSCA��'o°° o0 0 BOTTOMS ( EXCLUDING SAND INVERT AREAS) OF NEW STORMWATER MANAGEMENT PONDS THROUGHOUT THE JURISDICTION PER ACRE. °OOOQog000000°°0 J OF ADA COUNTY HIGHWAY DISTRICT (AGHD). THE RECOMMENDATIONS AND REQUIREMENTS DESGRIBED HERE ARE TAKEN GRANITE SEED 16g7 WEST 2100 NORTH z IN PART FROM THE AGHD 5TORMWATER MANAGEMENT POND REVE&ETATION 6UIDANGE MANUAL (A5MPR6M) (DATED: P.O. BOX 177 APRIL 2014). THE FIVE MAIN 60ALS FOR THE REVE6ETATION OF NEW PONDS ARE AESTHETICS, NOXIOUS WEED AND LEHI, UTAH 84045 INVASIVE SPECIES MANAGEMENT, FIRE HAZARD REDUCTION, WATER QUALITY AND EROSION CONTROL. REFER TO I-800-768-4433 o E M 0 M SECTIONS OF THE MANUAL AS NOTED IN THESE REQUIREMENTS. (OR APPROVED EQUAL) o N ° '0 C U r L ��j .4 ¢ DRILL SEEDING 11551 m �p o C GENERAL EARTHWORK DRILL SEEDIN6 IS RECOMMENDED IN THE UPLAND AREAS WITH SLOPES LESS THAN 5:1. �L E � = o is 3 CO " ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION. ALL FINISHED GRADES SHALL BE SEEDRILLS AREARE RECOMMENDED. DEPEND N6 ON RATED 051ZEDDRILLEPTH �GAN BE PULLED BY TRACTOR OR ALL-TERRAIN F 0.25 TO 0.5 INCH. FULL 51ZE OR PACT AVEHIGLED a Q Cn c -E co N c a SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING co G .- DRILL SEEDING SHOULD FOLLOW CONTOURS IN TOPOGRAPHY TO MINIMIZE EROSION POTENTIAL. GONTRAGTOR'5 OPTION c 0 o L z5 a oo N `o U o AND DRAINAGE PLANS FOR ADDITIONAL REQUIREMENTS. IF NATURAL TOPSOIL OCCURS AT VARYING DEPTHS ON THE TO DRILL SEED OR HYDROSEED UPLAND AREAS. w o Fn ° _ D i' z E PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND STOCKPILED AT DE516NATE0 STORAGE AREAS PRIOR TO U J W U�J CU L coo (DLO 0 CD THE PROPOSED GRADING OPERATIONS. HYDR05EEDING " a- W w MIX SPECIFIED SEED AND OR&ANIG SOIL AMENDMENT IN WATER PER MANUFACTURER'S RECOMMENDATIONS. APPLY • - • • SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT HYDROSEED AREA IN EXCESS OF THAT WHICH GAN N L SITE ASSESSMENT BE MULCHED ON SAME DAY. KEEP OFF ROADS, WALKS, STRUCTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE CONTRACTOR SHALL ASSESS THE EXI5TIN6 SOIL CONDITIONS TO IDENTIFY ANY BARRIERS TO A 5000E55FUL AREAS. ESTABLISHMENT OF THE DESIRED SPECIES DUE TO CONDITIONS AT THE SITE. REFER TO A5MPR6M SECTION 3.3 FOR AFTER HYDR05EEDIN6 IN UPLAND AREAS, TRACK IN SEED USING A CLEATED CRAWLER WITH TRACK MARKS , VISUAL AND FIELD ASSESSMENT SOIL CHARACTERISTICS. IF VISUAL ASSESSMENT OF SOIL INDICATES ANY UNUSUAL SOIL PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2O00 LBS. PER ACRE OF FERTILE-FIBER MULCH N CONDITIONS, THE CONTRACTOR SHALL HAVE THREE (5) SOIL TESTS PERFORMED BY A QUALIFIED SOIL ANALYSIS MATERIAL AND 80 LBS. PER ACRE OF TAGKIFIER. LABORATORY. THESE RESULTS WILL DIRECT THE PREPARATION OF THE SOIL FOR THE REVE&ETATION ACTIVITIES. AFTER HYDR05EEDIN6 IN WETLAND AREAS, DO NOT TRACK IN SEED USING A CLEATED CRAWLER. AFTER SEEDING, o CONTRACTOR SHALL ALSO ASSESS THE EXISTING HYDROLOGICAL CONDITIONS IF ANY AND THE PROPOSED MULCH AREA WITH 2O00 LBS. PER AGRE OF FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TAGKIFIER. m TOPOGRAPHY OF THE PROPOSED POND. REFER TO A5MPR&M SECTION 3.4 AND 3.5 FOR ADDITIONAL INFORMATION AND SEEDING TIME CONDITIONS. THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OCTOBER. IF SEEDING IS APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS NOT REALIZED PRIOR TO FALL DORMANCY, THEN z K SITE PREPARATION RESEEDING SHALL BE APPLIED IN EARLY SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARCH AND o TOPSOIL REQUIREMENTS AND PREPARATION MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND SEEDLING t o SURVIVAL RATE. 5EEDIN6 AFTER NOVEMBER 20, 'DORMANT SEEDING' INSURES THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. REUSE EXI5TIN6 TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE I I o INSUFFICIENT. TOPSOIL REQUIREMENTS: A5TM D 5265, PH RANGE OF 5.5 TO 7, FOUR PERCENT OR&ANIG MATERIAL TEMPORARY SUPPLEMENTAL IRRIGATION w MINIMUM, FREE OF STONES I/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO THE CONTRACTOR SHALL PROVIDE SUPPLEMENTAL IRRIGATION IN SITUATIONS WHERE IMMEDIATE VEGETATION w PLANT GROWTH. ESTABLISHMENT IS DESIRED, SUCH AS HIGHLY VISIBLE SITES OR EROSION PRONE AREAS OR WHERE IT MAY BE w TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE Copyright CO 2020 FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND NEGESSARY FOR SEEDLING ESTABLISHMENT. All rights reserved. Reproduction or use in any form o OTHER LITTER, AND FREE OF ROOTS, STUMPS, OR&ANIG MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER SEEDED AREAS SHOULD BE IRRIGATED USING OVERHEAD SPRAY OR ROTOR IN-GROUND SPRINKLER IRRIGATION SYSTEM. or by any means without written permission of EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS Rreckon and Design,Inc.Is unlawful and subject to 0 J IT IS RECOMMENDED THAT, IF USED, THE IRRIGATION BE CONTINUED FOR AT LEAST TWO (2) SEASONS. SEE IRRIGATION criminal prosecution. w REQUIREMENT. PLANS. alf CONTRACTOR SHALL HAVE (3) TOPSOIL SAMPLES TESTS PERFORMED BY A QUALIFIED SOIL ANALYSIS LABORATORY. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A QUALIFIED SOIL ANALYSIS LABORATORY AND COPIES OF THE TESTING A6ENGY'S FINDIN65 AND RECOMMENDATIONS GENERAL MAINTENANCE AND MONITORING ffi SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE THE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING REVEOETATION FOR THE PERIOD OF TWO (2) YEARS. THIS w AMENDED TO ACHIEVE SPECIFIED PH AND OR&ANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO INCLUDES REMOVAL OF VOLUNTEER TREES AND SHRUBS, LITTER CONTROL, WEED CONTROL AND MOWING OF TALL ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. GRASSES AT THE DISCRETION OF ACHE) STAFF. MOWING SHOULD ONLY BE PERFORMED WHERE FORKS, SHRUBS AND PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNE55 AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS TREES ARE NOT PLANTED. REQUIRED SITES SHALL BE VISITED EVERY TWO (2) WEEKS FOR MONITORING AND ASSESSING THE SEEDING SUCCESS. VISUAL z COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: ASSESSMENT BY TRAINED PERSONNEL SHOULD OCCUR SEVERAL TIMES OVER THE THE NEXT TWO (2) GROWING SEASONS co GRASSES AND FORKS: 6 INCHES MINIMUM FOLLOWING THE REVEOETATION PROJECT. VISUAL ASSESSMENTS SHALL INCLUDE ESTIMATIONS OF VEGATATIVE COVER H AND ESTABLISHMENT, VEGETATION SPECIES COMPOSITION, SOIL CONDITIONS AND HYDROLOGICAL CONDITIONS. VISUAL W FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL ASSESSMENT WILL IDENTIFY PROBLEM AREAS WHERE REVE6ETATION AND SITE PREPARATION EFFORTS WILL BE o DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. REQUIRED. SITES SHOULD BE MONITORED FOR PRESENCE OF NOXIOUS WEEDS AND INVASIVE SPECIES. REAPPLY CD _ TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. HERBICIDE AS NEEDED FOLLOWING MANUFACTURER'S GUIDELINES AND MAINTENANCE PERSONNEL EXPERTISE. OTHER 01 P05T-MONITIORIN6 METHODS ARE DESCRIBED IN ASMPRGM SECTION 8 AND SHOULD BE FOLLOWED. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED RESEEDING EFFORTS SHALL FOLLOW THE SPECIFIED SEED MIXES FOR THE PROJECT ALONG WITH N IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED RECOMMENDATIONS FROM ASMPRGM SECTION 6. J o IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. O OZ CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LAN05GAPE ARCHITECT AND OWNER FOR APPROVAL o PRIOR TO ANY EARTHWORK OPERATIONS. Q G TOPSOIL DISTRIBUTION ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN ACCOMPLISHED, THE TOPSOIL OQQwO Q Q SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPECIFIED. WHERE NEEDED, SLOPES SHOULD BE '^ GRADED WITH SERRATION TO HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY COMPACTED v J UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY NEGESSARY MECHANICAL MEANS OF EROSION CONTROL BE IN \ !' w PLACE PRIOR TO BEGINNING SITE DISTURBANCE. / z ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVE6ETATION SEEDING SHALL FOLLOW IMMEDIATELY. IN Q ` ORDER TO ELIMINATE SURFACE CRUSTING AND TO FACILITATE BETTER ROOT PENETRATION, THE SURFACE SHOULD BE r SCARIFIED PRIOR TO SEEDING. MM F W Q COMPOST ADDITION TO THE TOPSOIL U� C � COMPOST ADDITION RATES WILL BE DEPENDENT ON THE QUALITIES OF THE GOMP05T AND THE QUALITIES OF THE ^ rn Z V J V,TOPSOIL. COMPOST APPLICATION RATES SHALL BE DETERMINED BY CONSULTATION WITH A QUALIFIED RECLAMATION �+/ � Q SPECIALIST, AGRICULTURAL PROFESSIONAL OR A REPRESENTATIVE OF THE COMPOST PRODUCER. CONTRACTOR SHALL HAVE ONE (1) SAMPLE OF THE COMPOST TESTED BY A QUALIFIED SOIL ANALYSIS LABORATORY. Z IF APPLYING COMPOST, LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INGHES. PROVIDE WEED ABATEMENT U Q PROGEDURE. APPLY SOIL AMENDMENTS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO J TOP 6 INCHES OF SOIL. TILL SOIL TO A HOM06ENEOUS MIXTURE OF FINE TEXTURE. APPLY SOIL AMENDMENTS DIRECTLY E TO SURFACE SOIL BEFORE LOOSENING. REFER TO A5MPR6M SECTIONS 4.1.2 AND 4.1.3 FOR ADDITIONAL INFORMATION. PROBLEMATIC SOIL CONDITIONS SITE INVESTIGATION AND TOPSOIL ANALYSIS MAY INDICATE THE NEED FOR REMEDIATION OF PROBLEMATIC SOIL �^ CONDITIONS SUCH AS COMPACTION OR NUTRIENT EXCESSES OR DEFIGIENGIE5. SEE ASMPRGM SECTION 4.2 FOR J V�J ADDITIONAL REQUIREMENTS. WEED ABATEMENT D ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO wUJ PLANTING OR SEEDING. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ROUND-UP (CONTACT HERBICIDE) OR APPROVED EQUAL. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. CONTRACTOR SHALL OPERATE 1 d'W w �W THE AUTOMATIC IRRI6ATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLU51ON OF THIS WATERING C 00 0 o W O PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. APPLY SECOND APPLICATION OF ROUND-UP TO ALL �` N m c c o n EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT \ z N g w 2 2 1 Q WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. IF ANY EVIDENCE OF WEED GERMINATION e Z 1 Y�� mQC7Qd'WW EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. AT THE No 4 z°z C nui TIME OF PLANTING AND SEEDING, ALL PLANTING AREAS SHALL BE WEED FREE. a Z O w SEEDING O THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. REVISIONS j No. Date Description r ---- ---- ---- U WETLAND SEED MIX FOR INTERMITTENTLY FLOODED OR SATURATED PERCENT OF D AREAS WITH CLAY SOILS POUNDS PER LIVE PURE LIVE COMMON NAME BOTANICAL NAME SEED PER AGRE SEED IN MIX PROJECT NO.: ALKALI BULRUSH Bolbo5choenu5 marltl=5 4.8 20 18109 W B MEADOW BARLEY Hordeum brachyatherum G.2 20 DRAWN BY: z MEADOW SEDGE Garex prae9rciolIj 1.2 20 CV NEBRASKA SEDGE Garex nebra5cen515 1.5 20 O CHECKED BY: TUFTED HAIR&RA55 De5champ5la cae5plto5a 0_5 20 TOTAL 10.4 100 B DATE: 4/8/2020 O* FIBER MULCH MATERIAL SHEET NUMBER GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL, A COMPOSTED POULTRY BASED MULCH MATERIAL FREE OF GROWTH T A OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 LBS. PER AGRE. OR&ANIG SOIL AMENDMENT L1.6 GROW NUTRIBOOST FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 GALLONS PER AGRE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ENGINEERING P . C . Civil Engineering * Project Management DATE: April g, 2020 TO: City of Meridian 33 E. Broadway Ave Meridian, ID 83642 RE: Warrick Subdivision #3 To whom it may concern: Based on a geotechnical report and experience with various projects in this immediate area, groundwater is at least 5 feet below existing ground elevation. All streets have been designed so that the centerline of the street is at least 3 feet above seasonal groundwater. Respectfully submitted, u 9 1 C, �TF 0 F ,�P P yq� Chad S. Kinkela, P.E. CK Engineering, P.C. CK Engineering 13oo E.State St Suite 102 Eagle,ID 83616 208.869.0590 mobile chad@ck-engineers.com