Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Application Materials
Charlene Way From:clerk@meridiancity.org Sent:Friday, December 18, 2020 3:35 PM To:Charlene Way Subject:Development Application Transmittals - Chewie Subdivision H-2020-0120 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Chewie Subdivision PP H-2020-0120 Hearing Date: 2-4-2021 Assigned Planner: Joseph Dodson 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, 1 City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 2 Commission Hearing Date: February 4, 2021 Planner: Joseph Dodson File No.: H-2020-0120 Project Name: Chewie Subdivision Request: Preliminary Plat for six (6) industrial lots on 43.87 acres of land in the I-L zoning district,by Kent Brown Planning. Location: The site is located at 2490 W. Franklin Road and the lot directly north, in the S '/2 of Section 11, Township 3N., Range 1W. Planning Division EI DIA `�T--l HEARING APPLICATION GAHO Type of Review Requested Hearing File number: H-2020-0120 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicantname: KENT BROWN, KENT BROWN PLANNING SERVICES Phone: 208-871-6842 Applicant address: 3161 E SPRINGWOOD DR, MERIDIAN, ID 83642 Email: kentlkb@gmail.com Ownername: MICHAEL ADLER, ADLER AB OWNER XI LLC Phone: Fax: 10259 W EMERALD ST STE 100, BOISE, ID BMILLER@ADLER-INDUSTRIAL.COM Owner address: 83704 Email: Agent name(e.g.architect,engineer,developer,representative): KENT BROWN Finnname: KENT BROWN PLANNING SERVICES Phone: 208-871-6842 Fax: Address: 3161 E SPRINGWOOD DR Email: kentlkb@gmail.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 2490 W FRANKLIN RD Assessor's parcel number(s): S1211346755 Township,range,section: 3N 1 W 11 Project Description Project/ApplicationName: Chewie Subdivision - PP Description of Work: PRELIM IINARY PLAT FOR 6 INDUSTRIAL LOTS 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Preliminary Plat-PP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0629 TYPE OF USE PROPOSED Industrial: CHECKED PROPERTY INFORMATION General Location: 2490 W FRANKLIN ROAD Current Land Use: VACANT Total Acreage: 43.87 Prior Approvals(File Numbers): C-NEW-2020-0070 Traffic Study Required per ACHD: No ZONING DISTRICT(S) I-L: CHECKED FLUM DESIGNATION(S) Industrial: CHECKED Acreage-Industrial: 43.87 PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 1 1/25/2020 Who will own and Maintain the Pressurized Irrigation System in this Development: PROPERTY OWNERS Irrigation District: NAM PA MERIDIAN Number of Residential Units: 0 Minimum Square Footage of Living Area(Excluding Garage): 0 Gross Density: 0 Net Density: 0 What was the date of your pre-application meeting?: 10/15/2020 What was the date of your neighborhood meeting?: 10/20/2020 PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: PLATS ONLY Number of Building Lots: 6 Number of Common Lots: 0 Total Number of Lots: 6 Minimum Lot Size: 1.9AC Average Lot Size: 6.78 AC Area of Plat: 43.87 Plat Date(MM/DD/YYYY): 11/20/2020 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 QUALIFYING OPEN SPACE Other Qualified Open Space: N/A Acres of Qualified Open Space: N/A Percentage of Qualified Open Space: N/A QUALIFYING SITE AMENITIES Other Qualified Site Amenities: N/A TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: KENT BROWN MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 KENT BROWN PLANNING SERVICES December 18,2020 Meridian City Council 33 E.Broadway Ave Meridian,ID 83642 RE: Preliminary Plat for Chewie Subdivision Dear Planning and Zoning Commission&City Council: On behalf of Adler AB Owner XI LLC, we respectively request your approval of the preliminary plat for Chewie, Subdivision. This preliminary plat contains six light industrial buildable lots on 43.87 acres. The subdivision is located 1700 feet east of the southeast corner of N. Franklin Road and N. TenMile Road. Chewie Subdivision is Industrial Park with city services. Construction plans have already been submitted for improvements as a part of the DID—3 construction plan approval.(LDIR-2020- 00 11 & C-NEW-2020-0070) This site has excellent location for industrial development due to the surrounding uses and excellence connection to I -84 from Franklin Blvd. Thank you for your help and consideration. Sincerely, Kent Brown,Planner 3161 Springwood Dr ♦ Meridian, Idaho 83642 ♦ Tel.: 208-871-6842 ELECTRONICALLY RECORDED-00 NOT REMOVE THE COUNTY STAMPED}FIRST, ADA COUNTY RECORDER Phil McGrane 2020-131549 PAGE AS 1T IS NOW INCORPORATED AS BOISE IDAHO Pgs=3 DAN RYALLS 10/02/2020 12:33 PM PMT.BFTHEORIGINALDOCUMENT FIRSTAMERICAN TITLE AND ESCROW COMPANY $15.00 AFTER RECORDING RETURN TO: UNTIL A CHANGE IS REQUESTED,ALL TAX STATEMENTS SHALL BE SENT TO; Adler AB Owner XI, LLC Adler AB Owner XI,LLC 10259 W. Emerald Street, Suite 100 10259 W. Emerald Street, Suite 100 Boise, I.D 83704 Boise, 1D 83704 -35311 161-kk- (Space Above For Recorder's Use) WARRANTY DEED For the consideration of ten dollars ($10.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, WALTER W. MORROW, an unmarried man ("Grantor"), conveys, grants and warrants to ADLER AB OWNER XI, LLC, a Delaware limited liability company ("Grantee") and its successors and assigns forever, the real property described in Exhibit "A", attached hereto and incorporated herein by this reference(the"Land") in Ada County,Idaho. TOGETHER WITH all water and water rights and other entitlements to water appurtenant to or beneficially used upon the Land, and all others represented by any decree, license, permit, claim, permit application or storage entitlement, and all other ditch and canal company, water association, irrigation district, or other water delivery entity shares and entitlements to receive water from any such company, association, district or other entity, and all ditch rights, easements, and rights of way associated with any irrigation or other water well, pump, delivery ditch, canal, lateral, pipeline, or facilities used to divert, convey or deliver any water, water rights, or entitlements appurtenant to or beneficially used upon the Land, and all minerals and mineral rights appurtenant thereto, and all and singular the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof and all estate, right, title and interest in and to the Land, as well in law as in equity (collectively, the Land and all appurtenances are, the "Premises"). TO HAVE AND TO HOLD the Premises unto Grantee, its successors and assigns, forever, and Grantor does hereby covenant to and with Grantee, and its successors and assigns forever, that Grantor is owner in fee simple of the Premises; that Grantor has a good right to convey the fee simple; that the Premises is free from any and all liens, claims, and encumbrances except for (a) real property taxes and assessments that are a lien not yet due and payable, (b) all applicable zoning ordinances, building codes, laws and regulations, (c) those easements, restrictions, agreements and encumbrances of public record as of the date of this instrument and (d) any matter or circumstance that would be disclosed by an accurate survey or physical inspection of the Premises. Grantor hereby covenants to and with Grantee and its successors, heirs, and assigns that Grantor shall warrant and defend the same against any other liens, claims, or encumbrances done, made, or suffered by Grantor, or any person claiming under Grantor, but none other. [signature page follows] Warranty Deed— t IN WITNESS WI-IEREOF, Grantor has executed this instrument on this ZND day of October 2020. WALTER W. MORROW,an unmarried man By: Walter W. Morrow State of Idaho County of Ada On October 2nd, 2020, before me, Ruth M. Rubel,Notary Public personally appeared Walter W. Morrow who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted,executed the instrument. WITNESS my hand and official seal. 7 Signature (Seal) Residing at: Eagle,ID My Commission expires: 6/24/2022 RUTH M RUBEL COMMISSi41'1#20428 NOTARY PUBLIC STATE OF IDAHO MY OOMMiSSM EKPiRE.S[ 24=n Warranty Deed—2 EXHIBIT A LEGAL DESCRIPTION: Real property in the County of Ada, State of Idaho, described as follows: A parcel of land situated in the Southwest 114 of the Southeast 114 of Section 11,Township 3 North, Range 1 West, Boise Meridian, City Of Meridian, Ada County, Idaho, as shown on that Record Of Survey recorded as Instrument Number 2020-130828, records of Ada County, Idaho, and more particularly described as follows: Commencing at the southwest comer of said Southeast 114 of Section 11, from which the southeast comer of said Section 11 bears South 891112'50" East 2657.85 feet; thence North 003523" East 30.00 feet to the northerly right-of-way of West Franklin Road; thence continuing North 0035'23" East (formerly North 00035'42" East) 376.29 feet to the POINT OF BEGINNING; thence continuing North 0035'23" East (formerly North 00035'42" East) 288.42 feet; thence South 89012'44" East 245.78 feet (formerly 245.73 feet); thence South 01132'39" West (formerly South 001132'45" West) 308,57 feet; thence along the arc of a circular curve to the left a distance of 31.31 feet, said curve having a radius of 20.00 feet, a central angle of 89041'51", and a chord bearing North 441118'16" West 28.21 feet; thence North 89009'12" West 226.11 feet to the POINT OF BEGINNING AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, kzx= CQ)Vk--TzX( ' I, c DZS`EC L1-z fn ID (name) (address) (city) (state) being first duly sworn upon,oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: KENT BROWN 3161 SPRINGWOOD DR MERIDIAN ID (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this '14- day of ,20_rj2�) QJJO—�� (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. LUKE MARCEL GILLET Notary Public-State of Idaho (Notary Public for Idaho) Commission Number 20201291 My Commission Expires Apr 9,2026 Residing at: go-Sep My Commission Expires: s, q -)0-L6 33 E Broadway Suite 210 a Meridian,Idaho 83642 Phone: (208)884-5533 a Facsimile: (208)888-6678 a Website:www.meridiancity.org :. � ' 11 • 4 =��r11i [�■f1 �I��'1� ►1 �� •■■■rill ■■■■ � ■■1�~41,71■ -. ■■■■■■ -. .I,hr, -�i1111i1 ;� ` ■�*tiJ'���y�/+■� ��■■■■ ■■v� =■■=■■�■1■1■1■i ■■ ■�Ilil■ 411� Illy r `.-� ■ ♦� ■:. - . +■■■■ -■ . w w■ ■■■ r■It� �� ■■■■ � w rr4! ■ ■ � � I�t�111��1� ~ 11 ■■ ■� �� � � +44f ����Il III' � w w� +■ a■ ■■� .. � 4��...4��= =rr11r■Is�/�� ■■1 r, ���Ili��� _ � ■ ■I■ Imo■ ■■■■■■. ■■i■I1 Ili fi1111111, `Il Ir111l111- ■l� �� ■ ■ ■ �•�� � , ■■ .. .. ■11 � �� � f. r- . . ,1►`� ��� ■IIIIIIII■IIr� �■I�■ ■�■■■ �■■� 1■i .. �>; ter: �� �l.�- rr ���.�.�� � �` +-♦•.'*�.�''��■ '■ ■ .�■ # ■ ■ ■ �_■ 11111■ v:lIIIII . �� ?` ��� -: ♦ tt t tttj t� ■1 �■ ■ ��= ■ ■ ■ == p�Illllll�i � 4 ! ,Illllllltll�%r�ii1 � �■ tt � *ttt j t� � � ■ .. .ilA1f11111■= : . � ■ � ��1111 � S rift ti tt1 t�tt 1�- �� : •G■C : ■,�� r11111f11111r11r�1111111� � �i rllll � + ►� � ttt�,r �,� ■■■ �. ■ •Irl: : rlri,, � :1 e �' �►111111\1 ■�1■1■1■�� .���������1��1���` ■11111 ■I■1■4!1 ■ ■ w OMEN ■■■■Notes _ ■■ 1.1 IN■1! 4■■ _■■■ ■1,� ' Illlflll�1111111!!fllA 1• r � ■ L■ ■ IIIIIIIIII � 11111IrAll IIIIIII! == 111i �� �,•�� ■ff■■■■■■■■ ■■■■■ �1r■■■ ��� IN rlr C11.1011 Illlllli -_■_ — — � ■■ ■�■■ �rlfl Ilrll� ■■ ��- ■■�, — ■� ■■■lows! ■,..� I■F, ____MRPeregrin OMEN. ►t■M�1,� ■■■■��1111111111 :i ■ �►1r1 ,■■� __ IIII■IIIIIiAIf■111� �� �;/�% 7- Elementary Scho,j� l■ Illflfl•, �11f1 , �1.•r/ MEMO U-1 ■ ■■ =11 �.:: : a ■1■1�11 ■r: ■:■ ■■■ Ili ��■�■■���■■��M■■� - • - �• •• - •• _�� DESCRIPTION FOR ADLER AB OWNER XI LLC A 43.87 ACRE PARCEL OF LAND SITUATED IN THE S 112 OF SECTION I I T.3 N.,R. 1 W.,B.M. CITY OF MERIDIAN,ADA COUNTY,IDAHO A parcel of land situated in the South 112 of Section 11,Township 3 North,Range 1 West,Boise Meridian, City Of Meridian,Ada County,Idaho,as shown on that Record Of Survey recorded as Instrument Number 2020-130828,records of Ada County,Idaho,and more particularly described as follows: Commencing at the southwest conger of said Section 11,from which the southeast corner of the Southwest Y of said.Section 11 bears South 89009'l2"East 2658.18 feet; thence along the southerly boundary of said Section 1 I South 89109'12"East 1756.77 feet; thence leaning said southerly boundary North 0100'20"East 30.00 feet to the northerly right-of-way of West Franklin Road and the POINT OF BEGINNING; thence continuing North 0°00'20"East 1496.29 feet to the southerly railroad right-of-way; thence along said southerly railroad right-of-way South 88°28'58"East 1162.36 feet; thence leaving said southerly railroad right-of-way South 0°3237"West 751.92 feet; thence South 88'1925"East 145.83 feet; thence North 6059'51"East 50.72 feet; thence South 88°29'I4"East 222.07 feet; thence South 003221"West 775.71 feet to said northerly right-of-way of West Franklin Road; thence along said northerly right-of-way of West Franklin Road North 89°12'50"West 373.62 feet; thence leaving said northerly right-of-way of West Franklin Road North 0°32'39" East 356.14 feet; thence along the arc of a circular curve to the left a distance of 31.31 feet,said curve having a radius of 20.00 feet,a central angle of 8914 F51",and a chord bearing North 441 18'16"West 28.21 feet; thence North 89'09'12"West 226.11 feet; thence South 0'3523"West 376.29 feet to said northerly right-of-way of West Franklin Road; thence along said northerly right-of-way of West Franklin Road North 89°09'12"West 901.83 feet to the POINT OF BEGINNING,comprising 43.87 acres,more or less. M-LANZ) rI IDS 533-0i.doc Page I of 1 MSearch mail Desire to reserve subdivision name Inbox x kent brown Hello I need to reserve another subdivision name We wish to use:"Chewy Subdivision"tax parcels S1211347010&S1211346750 Developer is Adler AB Owner XI LLC E Sub Name Mail to me Kent; New Message Do you have an email for Steve Wellington? To steve. Subject Glen Smallwood Surveying Technician i Ada County Development Services � Kent Brown 200 W.Front St.,Boise,ID 83702 (208)287-7926 office Kent Brown Planr (208)287-7909 fox 3161 E.Springwood Meridian,ID 83642 P: 208-871-6842 From:kent brown<kentlkb@gmail.com> Sent:Monday,October 5,2020 1:55 PM To:Sub Name Mail<subnamemail@adacountyA gov> Subject:[EXTERNAL]Desire to reserve subdivision name CAUTION:This email originated from outside Ada County email servers.Do not click on links or open attachments unless you recognize the sender and know the content is safe.Verify the sender by moos you are unsure an email is safe,please report the email by using the'Phish Alert'button in Outlook. kent brown to Sub steve.wellington idaholandsurveying.com Sans: Message sent. Undo Send CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name: Chewy Subdivision (Amazon property and remaining land) Date: 10/15/2020 City Staff:Joe Dodson, Brian, Caleb, Bill,Victoria Cleary, Tom Walsh, Scott C., Steve 0., Kyle R., Bruce F. Applicant(s)/Contact(s): Kent Brown—App. Representative; Location: 2490 W. Franklin Rd. and adjacent parcel to the east(S1211347010) Size of Property: =43 ac. Comprehensive Plan FLUM Designation: High-density Residential &Mixed Employment Existing Use: County Ag/Vacant Existing Zoning: I-L Proposed Use: Industrial Proposed Zoning: I-L Surrounding Uses: Industrial to the east and west; Railroad tracks abut the property to the north; C-C zoning to the south across Franklin with a majority of it un developed at this time. Street Buffer(s)and/or Land Use Buffer(s): 25' landscape buffer to Franklin along remainder parcels; 20' landscape buffer on north and south side of new east-west collector roadway and new north-south collector stub connection to Franklin. Due to project not being residential, buffers may be within easements instead of common lots. Open Space/Amenities/Pathways: N/A Access/Stub Streets: Access to the project is proposed via a new east-west collector road and north-south collector stub to Franklin. This road stubs to the eastern property line abutting the access road for the school district's bus barn;this stub should also give an additional access to the Allied Waste property on the east side of the school district road. If other accesses to Franklin Road are desired,this desire and need should be a part of the traffic study that is required for this property. In addition, a connection to the outparcel (Morrow property)from the collector roadways will be required.Traffic study should also discuss the potential need for deceleration lanes along Franklin for stacking and to mitigate truck traffic into and out of these areas. Waterways/Floodplain/Topography/Hazards: N/A Sewer/Water:Water&Sewer are available in Franklin and from FedEx to the West. PW will continue modeling on whether a larger main is necessary. Reclaimed water connection is available for irrigation—work with team on whether system will/can be utilized in conjunction with FedEx building. History:Appears to have been annexed in 1979 under Ord.#343. Please verify prior to submittal to ensure clean record. Additional Meeting Notes: There is no need to submit a traffic study upon submittal for this preliminary plat due to study being submitted for the in-process CZC&DES (DID3—A-2020-0194). With Preliminary Plat submittal, conceptual elevations for the parcels along Franklin will be required;these elevations will be analyzed against our Architectural Standards Manual. Property resides within Ten Mile Interchange Specific Area Plan but has had I-L zoning for decades. Staff will be required to analyze this property against this overlay plan.Any additional information you can provide in regards to compliance with this plan or how you do not apply to it is welcomed. Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist.(NMID) ❑ Public Works Department ❑ Idaho Transportation Dept.(ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department,Kim Warren ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s)Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text ® Preliminary Plat ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. OCTOBER 20, 2020 Revised 6/2011 CREWE Neighborhood Meeting Start Time of Neighborhood Meeting: 6 : 60PM End Time of Neighborhood Meeting: Those in attendance please print your name and address.If no one attended_Applicant please write across this form "No one attended." PRINTED NAME ADDRESS CITY, STATE, ZIP cc 2. 3. 4. r i Gp,, 2(9-.9 luj SmLder q 5. 6. 7. 8. 9. 10. 11. 12. 13, 14. 15. 16. 17. 18. 19. Neighborhood Meeting Form Page 2 of 3 IPAHp * * Your Safety • Your Mobility IDAHO TRANSPORTATION DEPARTMENT 9 P.O. Box 8028 • Boise, ID 83707-2028 �zwA 4 Your Economic Opportunity (208)334-8300 • itd.idaho.gov Tfou OF9P December 10, 2020 Andrea Myers Adler Realty Investments, Inc. 21031 Warner Center Lane, Suite C Woodland Hills, CA 91367 amyers@adler-realty.com Phone: (818)480-5505 VIA EMAIL RE: DID3 Warehouse Distribution Facility— ITD Development Condition Memo Dear Ms. Myers, I really appreciate the work you are doing to help those who are living in this beautiful area of Meridian, ID.The DID3 Warehouse Distribution Facility Traffic Impact Study(TIS) provided by NV5 has been reviewed.The Idaho Transportation Department (ITD) does not have objection to the development nor are requiring any mitigation improvements as long as the development does not exceed the number of anticipated site trips identified in the TIS. If there are any questions or concerns, please don't hesitate to email me at Justin.Price@itd.idaho.gov or give me a call at 208-334-8340. Sincerely, Oqustin Cftice Justin Price ITD District 3 Traffic Engineer Cc: Sonya Allen—City of Meridian Paige Bankhead -ACHD Page 1 of 1 CHEWIE SUBDIVISION UNION PACIFIC RAILROAD VICINITY MAP S 88'28'58" E 1162.36' - ' k�L. n� 1^�--L _r 13 EAclf IC W M:Lon Ln ON 0 50 100 200 300 � L MERIDIAN , 1"= 100' +' I ' 1 I � � U) �, - I C L 'CO Ln �-1 I LOT 1 I � 30.3f ACRES I I I o� I PRELIMINARY DEVELOPMENT FEATURES N O ZONING IL 0) ZONING ACRES 43.9 ACRES 1 I S 88'19'25" E S 88_29'14" E 222.07' TOTAL LOTS 6 I - - - w I 145.83' � INDUSTRIAL LOTS 6 AVERAGE LOT SIZE 1 AT 30 ACRES± - - N " E 1 N 50.72' I COMMON/OPEN SPACE LOTS 0 AT 2 ACRES± o 6'59'51 O DENSITY 7.3 ACRE O I o I STREET CENTERLINE 1525 LINEAR FEET± Z � I NI I � I I I I I 1526' CURVE TABLE - - - - - - - - - - - - - - - - - - _ _ _ _ _ `n — CURVE LENGTH RADIUS DELTA CHORD BEARING C1 31.31' 20.00' 89°41'51" 28.21' N 44°18'16" W - - _ _ W DELIVERY STREET I 226' � 226' _ _ _ - 226' 226' N 89-09'12" W C>> 281 N I I I 226.11' 36' 36' I I 0 N N � I 2 NOT n Q 1 i° LOT 2 co LOT 3 LOT 4 LOT 5 �' A �' I, LOT 6 � 1 .9f ACRES �, 1 .9f ACRES 1 .9f ACRES 1 .9f ACRES PART w i I I 2.5f ACRES L LA NOTES 1 MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF N to W a ISSUANCE OF BUILDING PERMITS. 7881 O Z Z J �,`�yT o �0 2 STORM DRAINAGE SHALL BE RETAINED ON SITE FOR EACH LOT. THESE DRAINAGE FACILITIES ARE TO BE REVIEWED AND APPROVED BY THE CITY 1 I I v I WE I l OF MERIDIAN PRIOR TO CONSTRUCTION. 225 _ _ _ — — ' 6' O- - 225 289' 3 THE SUBJECT PROPERTY IS LOCATED IN ZONE X, AREAS OF MINIMAL N 89'09'12" W 901.83' — — — FLOOD HAZARD, AS SHOWN ON FEMA FIRM MAP 16001CO231J, MAP — — — — _ _ N 89'12'50" W 373.62' REVISED DATE OF JUNE 19, 2020. W FRANKLIN ROAD — — DEVELOPER SURVEYOR PLANNER ENGINEER REVISIONS PRELIMINARY PLAT ADLER AB OWNER XI, LLC WELLINGTON LAND SURVEYING KENT BROWN PLANNING SERVICE WH PACIFIC WELLINGTON BRAD MILLER STEVE WELLINGTON KENT BROWN MATT MUNGER LAND SITUATED IN THE S 1 /2 OF SECTION 11 10259 W EMERALD ST, SUITE 100 PO BOX 702 3161 E SPRINGWOOD DRIVE 2141 W Airport Way #104 T3N R1 W BM BOISE, IDAHO 83704 MERIDIAN, IDAHO 83680 MERIDIAN, IDAHO 83642 Boise, ID 83705 SURVEYING CITY OF MERIDIAN (208) 506-7170 (208) 850-7506 (208) 871-6842 (208) 342-5400 PO BOX 702 ADA COUNTY IDAHO MERIDIAN IDAHO 83680 (208) 850-7506 JOB DRAWING SCALE PAGE steve.wellington@idaholandsurveying.com 533-20 533 CHEWIE PRELIM.DWG 1" = 100' 1 OF 2 CHEWIE SUBDIVISION N. LEGEND EXISTING PROPOSED L OS SANITARY SEWER MANHOLE FIRE HYDRANT © UNION PACIFIC RAILROAD CLEANOUT STREET LIGHT POWER/UTILITY POLE E 2580-__ SAND AND GREASE TRAP —_---� ,-- — - —————— GUY ANCHOR 0 SIDEWALK �I x ��-� ----- --- 0 50 100 200 300 FIRE HYDRANT PROPOSED EASEMENT 1"= 100' WATER VALVE ss ss ss SANITARY SEWER I�_ A IIII CONTOUR INTERVAL = 2' I �� I�IIIX PROPOSED 10' EASEMENT � OW WATER MANHOLE so so SD STORM DRAIN I IIII FOR WATER MAIN 1 0 IRR IRRIGATION VALVE 12"W 12" WATER LINE �IIII �D STORM DRAIN MANHOLE —8"W 8"W 8" WATER LINE MONITOR WELL E:1 CATCH BASIN IRRIGATION MANHOLE / � I I \ I I CIO vv C DECIDUOUS TREE / �� --- ��� IIIIX �v 1v 0 CONCRETE BUILDING FOOTPRINT II � co I I �X I I \\�� \ — — i II \ �� — — BOUNDARY SECTION LINE � � X II � EXISTING EASEMENT ) -- ul ✓--� - ` � SAN / \\ LOT 1 IIX --- SANITARY SEWER STORM DRAIN � 30.3E ACRES Ili j �' �`��� OHP OVERHEAD POWER G G G GAS coM coM TELEPHONE/TELEVISION/FIBER OPTIC W W WATER LINE I II X PIRR PRESSURIZED IRRIGATION LINE IRR IRR GRAVITY IRRIGATION LINE EP EP EP EDGE ASPHALT PAVEMENT co �� X III j EG EG EDGE GRAVEL CONTOUR �200 CONTOUR — INDEX I \ \ � x/ —x x x / X �® IR W DELM1 R' Y STREET l �� ` - - - - - k X L I i ✓ 12'W 1 „W 1 � 12" 12"W 12"W 12" / 12"W r!j12"W .--12"W I I 12"W 12"W 12"W 12'W � R — i I AL LAID ry C,ISTCR�,`�G�� -- - , �II / W VA 2 I W NOT /Q LOT 3 LOT 2 FtL-0 A 4 LOT 5 ' LOT 6 1 .9E ACRES 1 .9E AC S 1 .9 E 1 .9E ACRE X I Y 2.5E ACRES PART li I �� I it 6' 2580 — x x X + W I ` � I X� PROPOSED 18' EASEMENT II II c / I x I FOR UTILITIES AND SIDEWALK I/ IR / RR�- IR W � % ----- II KKRtt I I- `- �RRFr�_ X IRRG - -- - .W. W W D W D- -- -�-- - - -2590_W W sD se SD — D — — W W W W W W W PIRR PIRR PIRR �� W FRANKLIN ROAD REVISIONS PRELIMINARY PLAT PIRR PIRR PIRR PIRR PIRR PIRR PIRR I PIRR PIRR SAN SAN SAN S SAN SAN S PIRR IR SAN SAN SAN SAN SAN S SAN SAN SAN WE L LI N G TO N LAND SITUATED IN THE S T3N R1 W gM F SECTION 11 SURVEYING CITY OF MERIDIAN PO BOX 702 ADA COUNTY IDAHO MERIDIAN IDAHO 83680 (208) 850-7506 JOB DRAWING SCALE PAGE steve.wellington@idaholandsurveying.com 533-20 533 CHEWIE PRELIM.DWG 1" = 100' 2 OF 2 00 �OF o1D��000 00 I I I I I I I I I I I I I o T Z 0 I I I o L-< I I Sri �L -1 '536 wg w 0 c�oo°9 112/02/2020 w I 0000� �O boo z I -12 W ir"W ir"w o 72..W .._ Z - -,zRv ,zRv Z I - - - - - - - - - -WEST FRED SMITH STREET- - _ _ _ _ _ o - - - - - - - - - - ' - - - - - - - - - - - - -WEST FRED SMITH STREET - W 0 w. o r- :..:..: . . .... . ......::::....................................... :... ...:... :........... ..:.:..: , ........................................... l... ':J^'::: .1!. ,... •I•I.M : : •M:M .M;{M;• :YI':M► N C C U r L } .TY \.. L O �I� Z . . .. .......... O Ul � l� l I •:a:�•• ':r'ti o m ... ... .... ... ............ ........... ......... ............. .......... ......-t.... ............ .... .. ....... ............... ....... ... .......... ......... ..... ......... ..2 .... ..S•. :•:• 10 O C W F - o O)' N w ......... ... O t z .a CIO I II f : I •. ::•::'.:•.• .:� •:: o,. ULNC JL Woof UC7❑�u7 J0C, m3 r WL CDUO M 02 O L _ CU 0 U O O O U .W a c N mwx CO (D Z I !SZ' i L I_ • • • • • • LL W CO CD I co I • • a (n Z L I I I I W W Q m I I I Q j U I I i Q J I (n J I I • '�"�'�• I J a O p I 0= o I U I z z p ' w t I Q .10 I I I C/) I I W Copyright c�2020 = z I Z Z All rights reserved. Reproduction or use in any form o } or by any means without written permission of 2 ... Breckon Land Design,Inc.is unlawful and subject to 0 • •••t }}: I X criminal prosecution. w .•:::: ` 1 1` O iRR ut W z - x_ Y oz �i J� - :I ••• w • Z :• 1 7M.- 01 :4i:•ii•}iilinrllwl:.wv.1: ......... ... ............. ............................................... .................. .... .... .............. -Wx�Wx Wx-Wx-Wx-Wx-Wx-Wx-Wx-Wx-Wx- -Wx-W-Wx- -wx-w�w-vw x-Wx-• ,. .... ..... - .. ..... ............ ... ...... _ '•M•M•AWii.�• '.M':• ��j,�� Wx-Wx-Wx -Wx-Wx-Wx-Wx_Wx-Wx-Wx- -Wx Wx-Wx O SDx-SDx - - - - _ _ _ _ _ _ FRANKLIN ROAD Wx-Wx-Wx-LWx_wx-Wx- wx- FRANKLIN ROAD-wxWx. _NxWx-Wx� ® �D}�SDx�SDz�SDx ��- x - - - - - - �- wx- wx ;,x�-evx-wx-wx- p w 10 LSD p -SDz-SDx-SD%-SDx-SD%-SD%-SDx Dx-SDx-SDx-SD _ _ N 7 " x-SDx-SDx-SDxSDx-SDx-SDx-SDx D SDx-SDx-S;._ -SDx-SDx-SDx-SDx-SDx-SDx-SDx-SDx-SDx-SDx-SDxSDz-SDx-SDx- z z SD x-SDx-SDx-SDx-SDx-SDx-SDx W W 01 W I F J O WU OVERALL LANDSCAPE PLAN z T ¢ N 10 0 60 120 18O O 10 SCALE: I"= 60'-0" 0 O UJ m i � a G w TURF AREA PREPARATION NOTES: LANDSCAPE AREA O Q Q LANDSCAPE NOTES. 0 U I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. I. GONTRAGTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHIGH 0 oC 2. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES. IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING PREPARATION NOTES: M CD REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STIGKS, ROOTS, RUBBISH, WORK. co 7 Q AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECTS I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. L z PROPERTY. PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND 2. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES. 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. GHARAGTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STIGKS, ROOTS, RUBBISH, CD J < Z 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD. OBTAINED. AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S _ 5. UNGHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. PROPERTY. Q F UNDISTURBED BY EXCAVATING, GRADING, OR SURFACE-SOIL STRIPPING OPERATIONS, 4. GOORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR A. SPREAD PLANTING SOIL TO A DEPTH OF 12 INCHES IN TURF AREAS AND 18 INGHES Q TO CONSTRUCTION START-UP. AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES ---- - - - ----- --- -- ----,� UJ PREPARE SURFACE SOIL AS FOLLOWS: /�����/ ����/������������//�//ii/�iiiiiiiiiiiiiiiiiiiiiiiiiiiii�ii�1///1///1 iiiiiiii ------ 'S I Z 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING :.r�� �iJ�-""""" A. REMOVE EXISTING GRASS VEGETATION AND TURF. DO NOT MIX INTO SURFACE SOIL. ✓ f �� � B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. APPLY SOIL 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY NET. FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTED IF NOT IN A SOUND AND B. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. S J � AMENDMENTS AND FERTILIZERS ACCORDING TO PLANTING SOIL MIX PROPORTIONS J AND MIX THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS HEALTHY CONDITION. G. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD y MIXTURE OF FINE TEXTURE. 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE OR SEED. 0 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. ' / W 3. UNGHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR r EA ; / ' Q A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF LARGE �4� � TRASH, AND OTHER EXTRANEOUS MATTER. WASHED ROCK MULCH. SUBMIT SAMPLE FOR APPROVAL. UNDISTURBED BY EXCAVATING, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, o B. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, VEGETATION, AND TURF, q PREPARE SURFACE SOIL AS FOLLOWS:. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE ' ' I o OFF OWNER'S PROPERTY. AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLAGE ALL PLANT MATERIAL FOUND SOIL. / / W E � 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE PLANE WITH DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND ,I - B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. PROVIDE WEED r ------ -�,-___� _--__, - -----,- ------ --------------- ------- ' Ir ------ ------------ LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS I/2 INCH OF FINISH SPECIES AT NO COST TO THE OWNER. ----- � ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS AND FERTILIZERS ---------------=�-==a.•�-..-__sue_-__���� ���- _ _ ___� -_____ � > o ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP -- - - - - - - - - GRADES. LIMIT FINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE GRADING PLAN. FUTURE. 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF 6 INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL ORGANIG MATTER A G. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. MINIMUM OF 6 INCHES INTO TOPSOIL. D. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, ) q. BEFORE PLANTING, OBTAIN LANDSCAPE ARCHITECTS ACCEPTANCE FINISH GRADING; 12. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER 'S TRASH, AND OTHER EXTRANEOUS MATTER. E. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDIN6 GRASS, VEGETATION, AND T KEY MAP RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH MANUFACTURER'S RECOMMENDATIONS. TURF, OFF OWNER PROPERTY. GRADING. 15. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18 DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE 4. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE PLANE N NOT TO SCALE WEED ABATEMENT NOTES. TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INGH OF J D PLANTER BED AREAS, I-I/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS, AND I" FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO BELOW ADJACENT SURFACES OF TURF SEED AREAS. MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN THE 0) I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED IMMEDIATE FUTURE. :3: OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDR05EEDIN6. TOPSOIL WHEN QUANTITIES ARE INSUFFIGIENT. VERIFY SUITABILITY AND CONDITION OF 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY c 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UPA (CONTACT TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. HERBICIDE) OR APPROVED EQUAL. ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A 6. BEFORE PLANTING OBTAIN LANDSCAPE ARCHITECT'S ACCEPTANCE OF FINISH GRADING > W C W y - LOOSE, FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS a a o x W C 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH o o ,�. c► C THE SITE. WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH GRADING. 5, 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF 5.5 TO 7.0. IF ON51TE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, 7. DO NOT SOW IMMEDIATELY FOLLOWING RAIN OR WHEN GROUND IS TOO DRY. OF FOURTEEN T (3-5) \\ W m Q°o GONTRAGTOR IS RESPONSIBLE TO EITHER: TEMPERA �� 2 v V W?cogo WATERING FOR THREE TO FIVE (3-5)UDAYS. F THIS WATERING PERIOD, DISCONTINUE A) PROVIDE APPROVED IMPORTED TOPSOIL, OR SHALL BETLESS THAN SHALL5 MPHTWEEN 55 F AND q5 F FOR A 24 HOUR PERIOD. WIND 5. APPLY SECOND APPLICATION OF @ROUND-UPo TO ALL EXPOSED WEEDS. APPLY IN B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LAN05GAPE 2 g ^ STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ARCHITECT. J?c k o V J C DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, - W 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLIGATIONS, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN REVISIONS CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. 2 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO 7. AT THE TIME OF PLANTING AND HYDROSEEDIN6 ALL PLANTING AREAS SHALL BE No. Date Description J PLANT GROWTH. WEED FRee.0_ A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY 0- o FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. Q B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, v AND GENERAL TEXTURE BY A REG06NIZED COMMERCIAL OR GOVERNMENT A6ENGY PROJECT NO.: AND COPIES OF THE TESTING A6ENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE 20120 0 _ FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL B (? SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY DRAWN BY: RANGE - PH. 5.5 TO 7.6. CW 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE GREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. CHECKED BY: 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" GLEAR ZONE OF ALL A.G.H.D. STORM JB _ DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED WITHIN 5'-0" DATE: J o OF AN A.G.H.D. SIDEWALK. 12 02 2020 W 18. ANY PERENNIAL TREES OR PLANTS THAT WILL EXTEND ROOTS DEEPER THAN 18" SHALL BE PROHIBITED OVER AGHD UNDERGROUND SEEPAGE BEDS, INFILTRATION FACILITIES o OR PIPING SYSTEMS. Iq. SEEPAGE BEDS AND OTHER STORM DRAINAGE FAGILITIES MUST BE PROTECTED FROM SHEET NUMBER A ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE i LAN05GAPE IRRIGATION SYSTEM. L1.0 20. IN THE EVENT OF A DISCREPANCY, NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY. 0 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 r.o ■ ■ ■ ■ ■ ■ — — — r i 000000moo° 1 !Ill 000 of °0p0oo g A ■ O _ O�< 2E zD o00 WEST FRED SMITH STREET o00�5� �TZo�opp ■ _ 0 0 AP ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ ■ M ■ ■ ■ � ■ ■ ■ M ■ ■ ■ M ■ ■ ■ M ■ ■ ■ � ■ ■ ■ � ■ ■ ■ � ■ ■ ■ � ■ ■ ■ � ■ ■ ■ ■� ■ ■ ■ o 161, i + + +, 4 + + + +++ + + +�� - .� + +� + + _ + _ I i gam' -16536 �o + + + + + + + » + 4E + + Yt'+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + +\ + + ; ;+ + + - + + sk + + s� saT�sy�{5 3 4-+-ws�-+-+ss� +sue+g+ + p+ + + + + + + + + + + + + + + + + + �2�02�2�20jp0� w I I I 1 1 1 I I I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 , T rtt`Ir-1 1 1 1 1 J�L gCJ_L 1 pl 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 /f _x MMM \ 6T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SP�����sF-+ + sb��sb + + + + +� + + + + + + + + + + + + + �+ + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 /+ + + + + + + + + + + + + + + + / + + + + + •(� ■ ■ ■ � ■ ■ ■ AD II + + + + + + + + .__s + + + + + + + + + + + + + + + + + + + + I I oo �SCA4000 0 - - - +-+ s st. -- - LA °p000000D00000 J -- + -+ �� + + + + + + + + + + + + + + + I o + + +1 + + �+ + + + + + + + + + + + + v-:t- + + + 2 + 6 + + + + + + + + + + +`+++ - � � + + + + + + + I Z + + + * 1+ + + + + + + + + + + + + + + + + + + + I Zo + + + +�` +y`+ + + + + + + + + + + +, 3_. ,+ + + + +; + + + + + + + + - + + + + + + + + + + +�rl, EG �aa� 4 ■�i} + + + + + + + + + + + + + + + + + + + + +l+` +++ +'++_ + + + + , + + + + + + + 2 + + + + + + + + +, + + + + + + , 1+ + + + + + + + + + N + + + + + + + + + , + + + + : + + + " + + + + + It���titAt +4+4+4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + x + + + GK + + + + + + + + + + + + + + + ; r + + +\ { + + + + +; %+ + + + + + /+ + / + + + + + __4 + +_ + + + + - � + + ._ + + + + + + + + + + + + + + + + + +'+ + + +1 + + + + + + + + + + + + + + + + + r + + + A + + + + + + + + + + + + + +- + + + + + + + + + + + + + + + + + + + + ;+ + + + + + + 6 + + + + + + + +/ . + + + + q w + + + + + + + + + + + + + + + + + + + + + + + + + + + w +++++++�« ++++ ++ 2 +++++++++++++++++++++++++++++++++++++ +- +_+ ++ 2 + ++++++++++++++++++ ;+ ++++++++++++++ +t+ 2 +++++++++++++++++++ . ++ +++++++++++++�_++++++++++++++ GK + + PO + + + + ; %+ +,` ;+ 6 + + + + + + + + + + + + __ _ _ _ _ _ _ - - - c E a o + + + + « + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + .--.--.--.--�� +�--.--.--��+ + + + + + + + + +- yyR + + + + + + + + - - _ + + + + + + + + + + + + + + + + + + + + + + + -. + + + + +� + + + + + + + + + 2 _ _ - +� o M + + + �.�� + + •_•_f + + + + + + + + - + + +-.�� -+ + 1O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. _ _ 4 + + PH + + ; ,+ + + + + + + + + + + + + + - - L o c Z A - +++++++++++++++++ L1.5 ++++++++++++++++++++++++++++++++++++++++++++ 3 ++++++ +`+ `+++`+++`+++`+ - t+ + ++++ +++++++++++++ + ++++ ++++++ +++ + ++`+++`+++`+++`+++`+++`+++ +++++++++++++++++ +++++++++ +++++++++++++++++ + :�+++' ";-. ++ +++++" %+++++++++;; �.+ + GG +++ -*-t;++- r, .s c cn + + + + Ply + + + + + + + + + + 3 LA + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2 + + + + ti--. + + + ; *-----` _ � � " � y' 10 -o� o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3 + + + + + + + + + + + + « + a� c o c PO + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PN + + + GI + + + + + + + + + + .� C� �°N° n 3 o W+ 4 + 4 4 4 + 4 + 4 + 4 + + m L E C 'p Yi- - -YL---V1---V1---VL- - -Ya- - -VL---yL---� E'm � �mM m w HL GK ID :1 1 a, cco �� W TYP. 3 GG 4 TYP. 2 3 c a o U�c c Y^ L - L1.5 L1.5 WR HL KEY MAPco � � o �' a a)obN oV o A > -o.N co co.o/a n 0 cului z ,u LL NOT TO SCALE v w` c� 3 m L coC m 0 o . . . . . . 3LLa mc� N af LL — ■ d PLANT SCHEDULE w w QTY TREES KEY BOTANICAL NAME COMMON NAME SIZE REMARKS 12 AP Acer platonoides Parkway Maple 2" Gal. 40' H x 25' W • A 'Golumnarbroad' TM B$B GLASS II N j 0 h o a 18 AD Acer plotonoides 'Deborah' Deborah Norway Maple 2" Gal. 40'-50' TALL $ o B$B 30'-50' WIDE GLASS II 0 �( 11 AJ Acer truncatum x platanoldes Grimson Sunset Maple 2" Gal. 35' TALL $ 25' 0 A _ 'JF5-KW202' TM B$B WIDE ' z GLASS II W 27 GF Garpinus betulus 'Fastigiata' Pyramidal European Hornbeon 2" Gal, 35'-45' TALL $ 'I o B$B 25-35' WIDE W GLASS II W o - Copyright©2020 Z 6 6T Gleditsia triacanthos inermis Shadema5ter Locust 2 Gal. 45 H x 35 W 'Shademoster' B$B All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 J criminal prosecution. it 0 a II LM Liriodendron tulipifero Majestic Beauty Tulip Poplar 2" Gal. 40'-60' TALL a 'Maijestic Beauty' TM B$B 15'-20' WIDE a A GLASS II o 0 z q TS Tilio tomentoso 'Sterling' Sterling Silver Linden 2" Gal. 45' H x 55' W a B$B GLASS I I a z QTY SHRUBS KEY BOTANICAL NAME COMMON NAME SIZE REMARKS w 164 O GK Golamagrostis x ocutifloro Feather Reed Grass #2 4'-6' H x 2'-3' 'Karl Foerster' W Z W 38 GG Goreopsis x 'Greme Brulee' Creme BruleeTickseed #2 1'-2' H x 2'-3' W O N w 20 GI Gornus sericea 'Ivory Halo' Variegated Redtwig #5 6-8' H W Q w A • Dogwood O W l l O 0 18 EG Euonymus fortunei 'Golorata' Purple- eaf Wit C #5 2' H ner reeper � x 6'- W & 0 8' � � �CD Q z LL x Ci 51 HL H dran ea oniculato 'Little Little Lime Hydrangea #5 3'-5' H $ W i g p > O Q Lime' � A � 266 LA Lavandula angustifolia 'Hidcote' Hidcote Lavender #2 2'-3' H � W C) 0 � 78 PH Pennisetum olopecuroides Hameln Fountain Grass #2 2'-3' H x I'-2' W z Q 'Hameln' 5q PO Physocarpus opulifolius 'Dart's Yellow Ninebork #5 4'-5' H $ W —J F A � Q Gold' Q wz _ 30 PN Picea abies 'Nidiformis' Bird's Nest Spruce #5 3'-5' H x 4'-6' ^w (Z I 1 I 34 WR Weigela florida Red Prince' Red Prince Weigelo #5 5-6 H $ W W (Q) < L.L U " LANDSCAPE LANDSCAPE LEGEND U E N REQUIREMENTS - z EXISTING TREES TO BE Q p NORTH LILAC AVE. - LOCAL REMOVED U C, Requirements: LENGTH TREES REGV TREES PROVIDED O PLANTS TO BE INSTALLED I TREE / 35 LF. 625' 18 18 QO Q I- 00 0 - o p p W. FRED SMITH ST. - COLLECTOR _ GUT E06E AS DETAILED J Requirements: LENGTH TREES REQV TREES PROVIDED MEMO! M M 0 MEMO 0 M 0 AGHD 10' SETBACK G p I TREE / 55 LF. 1,452' 42 42 a -- -- PROPERTY LINE (VERIFY) ti L p FRANKLIN ROAD BUFFER - ARTERIAL CURB AND GUTTER LOCATION a 000� oW 5 Requirements: LENGTH TREES REOV TREES PROVIDED SCORE JOINT (TYPICAL) �\ W m q R p o p 25 BUFFER 1,043' 30 34 �� ?UJ I W?Cox TREE/ 35 LF. EXPANSION JOINT (TYPICAL) cc W m q=��Q o mNo �n Qz Z� VJ ACCESSIBLE RAMP LOCATION a W V J C NOTE: WITH DETECTABLE WARNING - - - LINEAR FEET OF ROADS EXCLUDE CLEAR VISION TRIANGLES. SURFAGE o C S 3 4 No. Date REVISIONS Description LM NEW CONCRETE FLATWORK 2 AD 2 4 WR 2 CALLOUT LEGEND 10 QUANTITY �J +_+ + + + G1 PN GK L GG LA 3 GF 2 3 AJ GK 3 ; JB PLANT IDENTIFICATION KEY + + + + + + + + + + + + + + + + + + + + ` + + + + + + + + + + + + + + l )+ + + + + + + + + + + + + -•+ + + + + + + +PO + + + + + + + + + + + + + + + + G1 �'N , , 1 VISION TRIANGLE �+ + + + +�+y _ •In R# R + + + + +, �i + i + + + i + + + + +R+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + I+ + + + + + + + + + / 1 , + + + _+ :.-- + + + + R + + +_: + + + + + + + + IR + + + + + + + + + + + + + + + + + + +;- + PROJECT NO.:U -Gx—Gx + 1 + �-�`` GK n +�Fs+ +� + r-hx + t " + -+--C��_ +-+� -+- 1 +- + + + + + + �I + RR -�aIRR+--R-cI�R�-aclR �+cIR RR rAp - Iqp R + + ` + 4 Ra M � R I F R IR + + + + + + + + / 1 G + + + + + + + Ir o +++++++++._+'++ ++f' '"- '+++++ +'+ +'+++'+ %+++++ "+ +'y��"+".� + +++%-�-+— +° - + + , ++ +,, - : ± # - - �,_ + ± ± + > -,+ +� - 4�-._ `Z AGHD SEEPAGE BEDS TYP. TURF SOD OVER APPROVED 20120 c c + 4-+ + + + -t-i-.r_, ' + + + + + +1 1 + + + + + + + + + + + +, + + + + + �` + + + + ;-+-_t + + + + + ` +- �� 1 �r-t c�t� 4-+I� Fcx and c + + + + + + + + + + + + + + + TOPSOIL AS SPEG I F I ED Q B ... + + + + + + + I + + + + + + + + + + + + + +� - + + t- + + + + + + + + + + + + + + + + + . + + + + + -- /+ + + + + + + + + + `t + + + + + + + + il` + + + + X i� + + + + + + + &x rrx G*. . c, 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �_, + + + + + +� -. + . s + :+ �_+ +_*- , - + + I+ + %+ + + ± + + + + + + + + + + + + + + + + DRAWN BY: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + 'mil ++++++ 2 3 PH L1.5 + + + + + 2 + + + + + + + + + + l + + + + + + + + + ; + + + 6 + + + + + + + + + + + + CW z PO + + + + + + + + + + + + + L1.5 + + EC PH 2 PH 3 DEPTH OFLAR6E /4 WASHED CHECKED BY: + II + + . L1.5 ROCK OVER DEWTTS PRO NEED Lp 4 + + + + + + + + + + + 11 GK + PO + 4 + i�+ 1 , BARRIER FABRIG AND TOPSOIL AS JB L 1.5 LA + + + + + + + + + + + + L 1.5 1.5OHP%— FRAN KLI N ROAD = _ _ SPECIFIED OR APPROVED EQUAL 12 02T2020 _ I } 1 / / W —wx—.;r,: wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—Ox— (�y�� o wx—wx—wx—wx—wx—wx wx�wx�wx—wx—wx1 -wx—wx—wx—wx—wx—wx—wx—w—w— SHEET NUMBER N LL O A 0 T LANDSCAPE PLAN - AREA ONE L1.1 o N 20 0 20 40 60 Q � I W SGALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OF OO WEST FRED SMITH STREET °��❑ ❑IDOppp ■V ' — ---- — — oo°°�c�� g1TZp pogo &T D27 ■ o oN + + + + + + + + + + + + COI-+ Uo t o W❑ w 1 - + + + + + + + + + + + + + + +, ; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,- + + + + + + + + + + + + + + S -16536 �o + + + + + + + + + + + + +,_,,+ + + + + + + + + + + + + + + + + + + + + + + + +I ,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I p ,ti o o� + + + + + + + + + + + �. .r + + + + + + + + + + + + + + + + + + + + , /+ + + + + + + + + + + + s4—�—tsgtrts�+�+suT_sU *s* * * ^* * * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ■;--+ + + + + + + + + II + + + + + + + . + + + + + + 41 + + + + + + + + + + + + + + + + + + + + + + + + �P + + SPA{$P�Fs��rsp�}sa��s+� sa + yr + + + + + + + + + + + + + + + + + + + + + + + +fir+ + + + I II °pp 12/02/20200�00 = + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ■, / + + + + + + + + + + + + + + + + + + + + + + + + + + LA + +IT + + + + + + + + + + + + + + + + + + + + + + , ' ' OOp� �,��0 Z + + + + + + + + + + +`._ .i + + + I I pppld� �yl_ OOO + + + + + 2 ai+ill Y + + + + + 2 t + + + + + + + + I O SC O + + + + + + + + + + + + + + + + + + + + ++i + + + + + + + + + + + + + + + + + + ■ ■ ■ ■ ■ i OOO�p00i7u(J�O�° J + + + + + + +..+ 3 + + + + + EG + PH + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + 2 + + + 2 + + + + N I o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +`+'+*+ + + + + + + + + + + + + I + + ;- +- - + �__ + -+ +--- _ _�,+ �+' ` +i+�«�+ * • ■ iti.it ■ ■ �.■+■«■+ f'H ■ r + + + + +`+y+` *+ +'+ +ems- I I + + + + + + + + + + + + + , + + + + + + + + + + + GK + + + + +, + + + + + + + � + + + + + + + + + + + + +, ;+ + + + + + + + + 2 + + + N + + + , + + +, + + Lq + �-. + + _-: + + + , r + + + +-- + + + + ;�_ + + + + w r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ___ + + + PH + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + +`r + + + + + GK PO + + + + + + + + + + + 1 + + x + + + + + + + + + + + + + + + + + + + + + + 3 + + + + + + + + + + + + + + + + + + + + + + + '+ + + w + + + + + + + + + + }.---mot + + + + + +-tom + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I` + + ivies — o Y = 3 2 ' - 4 + + + + + + +'�- + + + + + + + + + + + + + + + + + + + + + + + +� E + + + + + + + + + + + + + + + PO + + + Lq + + + + + 4 + + + + + + + + + + + + + %++++ ++++++ GI +++++++++++ ++++ + ++ + + + + + + 2 + + + + 10 + + + + + + 3 + + + + + + + + + + + + + + + + + + + + -r « ._, �, _ �� Z + + + + + +lhw + + + + + + + + + + + + + + GK + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + L o o c 3 q PN + + + + + + + + + + + + + + EG + + + + + 3 + LA + + + + + TS + + + + + + + + + + + + + + + + + + + + + + + 2 :3L Ip a L1.5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + 3 + + - � � � -o HL GK o i 3 2 PO + + + + + + + + + + + + + + + + + + + + + + pN ++++++ GI oL � � c mac" 3o w TYP 3 HL GG L1.5 L1.5 2 2� E m � ��M W 2 L1.5 KEY MAP � a"' E _� M� r� W Ql OE O CY3^ W 2 m 11•° m -le oV o L1.5 o N U w C�7�� 3 o 0 Loo m g NOT TO SCALE ? m ° L m 3 N o co-a Z ■ • • • • • • 3 U_ a co U' N w w ■ • —• a PLANT SCHEDULE QTY TREES KEY BOTANICAL NAME COMMON NAME SIZE REMARKS . ° 12 AP Acer platanoides Parkway Maple 2" Gal. 40' H x 25' W • 'Golumnarbroad' TM B$B GLASS II N 0 ° 15 AD Acer plotonoides 'Deborah' Deborah Norway Mople 2" Gal. 40'-50' TALL ff o B$B 30'-50' WIDE o GLASS II K I o II AJ Acer truncatum x platanoides Crimson Sunset Maple 2" Gal. 35' TALL $ 25' z • 'JF5-KW202' TM B$B WIDE ' Z GLASS IIId I I 27 GF Gorpinu5 betulu5 'Fastigiate' Pyramidal European Hornbeon 2" Gal. 35-45' TALL 'I o • B$B 25'-55' WIDE W GLASS II W z Copyright c 2020 6 6T 6leditsia triacantho5 inermi5 5hademo5ter Locust 2 Gal. 45 H x 35 W Z o 'Shademaster' B$B All rights reserved. Reproduction or use in any form o• or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 J criminal prosecution. x w w 11 LM Liriodendron tulipifero Majestic Beauty Tulip Poplar 2" Gal. 40'-60' TALL a 'Majestic Beouty' TM B$B 15'-20' WIDE a • GLASS II o o Ci TS Tilia tomentoso 'Sterling' Sterling Silver Linden 2" Gal. 45' H x 55' W • B$B GLASS 11 I I I w I I a z QTY SHRUBS KEY BOTANICAL NAME COMMON NAME SIZE REMARKS 164 GK Galamagrostis x acutiflora Feather Reed Grass #2 4'-6 H x 2'-3' O H a O 'Karl Foerster' W i? W a 38 GG Goreopsis x 'Creme Brulee' Creme BruleeTickseed #2 I'-2' H x 2'-3' W LL I I i N w z 0 20 GI Gornu5 5ericea 'Ivory Halo' Variegated Redtwig #5 6'-8' H W N • Dogwood O w N W 0 15 EG Euonymus fortunei 'Golorota' Purple-leaf Winter Greeper 1#5 2' H x 6-b' W 0 O �0 CD / & Q i w x G 51 HL Hydrangea paniculata 'Little Little Lime Hydrangea #5 3'-5' H $ W Lime' O ° 266 LA Lovandula ongustifolia 'Hidcote' Hidcote Lavender #2 2'-3' H ff W C 0 0 - z om I z 78 PH Pennisetum alopecuroides Hameln Fountain Grass #2 2'-3' H x I'-2' W z < 'Hameln' nJ I I ° 1� 5q PO Physocarpus opulifolius 'Dart's Yellow CD J Ninebark #5 4'-5' H $ W � - F o 6o I d' I 6 wz w a a a 30 PN Picebies 'Nidiformis' Bird's Nest Spruce #5 3'-5' H x 4'- ' 0 W W D- I I a 34 � WR Wei]ela florida 'Red Prince' Red Prince Weigela #5 55-6H $ W Q W � I I 0 " I = U o LANDSCAPE LANDSCAPE LEGEN D U 0 E � z I � o REQUIREMENTS Q EXISTING TREES TO BE NORTH LILAC AVE. - LOCAL REMOVED J U , � �� Requirements: LENGTH TREES REQ'D TREES PROVIDED 00 PLANTS TO BE INSTALLED � a I TREE / 35 LF. 625' 18 18 000 O Q I W. FRED SMITH ST. - COLLECTOR J o -------------------------------------- GUT E06E AS DETAILED D _Q I Requirements: LENGTH TREES REQV TREES PROVIDED ■ ■ ■ � ■ ■ ■ � AGHD 10' SETBACK � 0 1 TREE / 35 LF. 1,452' 42 42 a I -- -- PROPERTY LINE (VERIFY) ti o FRANKLIN ROAD BUFFER - ARTERIAL CURB AND GUTTER LOCATION a 000� cW I o (W �21. Requirements: LEN6TH TREES REOV TREES PROVIDED SCORE JOINT (TYPICAL) �\ W m Q,°i c�c 0 25' BUFFER 1,043' 30 34 �� ? W?o z I TREE/ 35 LF. o � I EXPANSION JOINT (TYPICAL) �/� _R m�� Z W �n NO�Qg2� VJ 0 ACCESSIBLE RAMP LOCATION z W g V J C I NOTE: WITH DETECTABLE WARNING k LINEAR FEET OF ROADS EXCLUDE GLEAR VISION TRIANGLES. SURFAGE C REVISIONS _0 �, 2 GK �� aadl � ~ I WR 2 AD NEW CONCRETE FLATWORK No. Date Description ,� HL GK LM 3 ; C R 1 I 4 4 4 GG ^J o HL �RRx , GK 3 GF 1O GK 3 2 CALLOUT LEGEND 10 QUANTITY LL N o 0 + + + + + + + + + + + , , HL GK LA 3 2 HL WR JB PLANT IDENTIFICATION KEY + + + + + + + 4 + + + + _ EG ` I T IRh _ _ + + + 4 4 + 4 + 4; -Y IRRt�—IRR ' RR wyR �pp + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + 1 VISION TRIANGLE Q x Gx—Gx—Gx—Gx—Gx �+ + 4 — AFT+fin=_ +—+— + —+ �7O 6 +—+_+ + + }_ + + -i + + -F- r-_� , + + + + + + + + + + + +, / + + 2 + (,R I IR +IRR ` IRR' - + + + + + + 1 , + + + + v G+ G G> Gx + + ± + �. �_-r 2 + _ .+ + + + + + + + + +, + + + + «, ,+ + + + + + + + + + + + - _�. + + + R 1RR* - - PROJECT NO.: /� U + / + + + + 2 + + + + +1 1+ + }- �+ GK + f_Jk� Gx �—+ Gx Gx— t.—Gx�Gx + + +�1.__-+ + + + + + + + + + + + +i + PO + + + + + +_: + + + + + + + + + + + + / + + + + +1 1+ + + + + + +, _�-�-r-_ / + + + + + + + + + + + + + + x -•—+-- G+T+G Gx* * *Gx�,�� + G* + + + + + + + + + + + + + + +, ,+ + + + + � ,� + + + + + + , + + + :,. ,� + + + + 2 gGHD SEEPAGE BEDS-TYP. + + + + + + + WR 3 +- t +�x -�xt�� G. +- _--i -+ + + + + + + + TURF SOD OVER APPROVED 2��2� 0 3 - - - 3 + + + + + +1 1 + + + + + + + + + +; + + + .� + + + + + + + +� + + + + T+ x �-4x cx��•„�� � �� �� x+� + + + + + + + + + + + + + + + + + + + + + _ GG + + � ;+ + + + + + _+ + _ µ + + + + + + + + +, `, + � _ + + + + + + + + + + + + + + + + + + +,---,+ + + + �+ + + + + + + + + + TOPSOIL AS SPECIFIED Q B GG * * * * * * * * * * * * +4v + * * * + GG T1 p• 3 + +� + + -� + + + + + { ( -- - Q + + + . + + + + 1 a + f +-r-± + + + + + + + + + + +/ + +d + + + + + + + + + + F + + + + + + + + +; ; + + + + + +- -+ + + + + + + + + + + + + + + + + + + 1 + + +++++++++++++++ DRAWN BY: + + + + + + + + + + + +++++++++++'++++++++++ ++++ ++++ ++++++++++++++++++++++ +++++ ++ + +`+' + + + + + + +2 CW 4 II 2 L1.5 PH + + + + + + + + + + + + - OHP,OHPx—OHPx + ♦ + ♦ + + + + + + + LA + + 1 II 3" DEPTH OF LARGE 3/4" WASHED CHECKED BY: —OHPx—OHPx, OHP OHPx Py--t-+OHRR-+ L1.5 * + ° tiHHnn, + + 0 . + + L1.5 + + - + + 4 ROCK OVER DEWTT 5 PRO WEED + + + + + + + + + + + + + 4 + + 4 4+ �R + + + OH HP�—O PxOHPx OHPx�OH x,O tr +n F{ + + + + + + LA + + + + + + + + + + + + '. �OHFx �- * +pHPx�LO xf0 Fticr�+DHP + + O + + + P + + OHPxt�(iHPi 4 + + +*+ + , L1.5 � x � y. ,-+ , }+ TFrt BARRIER FABRIG AND TOPSOIL AS �B + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + � SPECIFIED OR APPROVED EQUAL a 1 1 1 DATE: J _ FRANKLIN ROAD 12/02/2020 w I� N �wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wxv.�x—wx—wx—wx—wx—}—wx 3 — —wxvx—wx—wx—wx�-wx—wx—�v—vvx—wx—vo,. vrx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx wx—wx—wx—wx— N wx—wx 0C14 IVVx SHEET NUMBER o A T LANDSCAPE PLAN — AREA TWO L1.2 o N 20 O 20 40 60 Q ■ i w SGALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 p000110�Oppp� 0F I��oOOOOo°o 3 WEST FRED SMITH S 3 I �~ w STREET AD 3 I -16536 cwo 3 AJ %I�. i ° 12/02/2020oo°o w Ts 1 1 HR " % ' °°°���QQnn��•,, r + + + + + + + + + + + + + + + + + + + + + + + + + + +;' � + + + + + + + + + + + + + + + + + + + + �/ o SCA o «+ 04 +++++++++`.__,1++ + +* ++*+ +++*+++*+++*+++++++* ++*+++*+++*+`� + +++++++ +++++++++++++*+++*++ * + + + -�i+++++ ++++*+++*+++*+++*+++*+++*++ + ++++{ *+++*++ *+++ + + + + + + + + + +/' `f + + + + + + + + + +, + - i ,I °�pp00D00000�� o +"+ + + + + + + + + + + + + + + + + +1 ;+ + + + + + + + + + + + + + + + + + }1 + + + + + + + + + + } } } , + } } } } } } } } } + , + + + + + + + + + + + + +++++ +++++*ix +++* I 1 I I O + + + + + + + + + + + + + + + + + + , O + + + + + + + + + 2 + + + « _ + + + + + + + + + + + + + + + + + + + + + + + + + i ` i --t_-�- r+ + + I +/ `� + + + + + + + + + + + + + + + + + + + + + + + r ,_, + + +-i-,T._ + + I 1 w J l �i__ + + f + 6 + + 2 ++++++++++++++++++ + ++++++ +++ ++++++++++ +++}+'+++++++ ++ 2 - ■ ■ +i+ 1 µ + + + + + - + + 1 1 GK - -❑ + + + + + + + + +;---. + } WR + ,._. } + + + + + + + + + } + + '«} } } } } + + + + } + + + } } } } } } } } PO } } } + + + } } � 6 } + + +\ ,'«+ + + } ■ ■ +>ti+ + + + + + + + + + + + t- iu � � m o0 (0 ❑ � ° + + + + + + + + + + + + + + + + + + + + + + r -s- - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\ + + + + + + + + + ■ + + + + + + + + + + + + + i' +� ' + 2 + ; +-+ '+ + + + + + + + + _ ;+ PH ++ ■ + + + � � w « + + + + ,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - +-: _ + + + + + + + + + + + + sD + :_��+ + + + + + + + + + + , T KEY MAP � 2aE � + + + + G I + + + + + + + + + + -"- + + + + + + + + + 3 + + + + + I O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T+- + + + + + + + + + + SD SD + + + + ♦ + + + +1 L (77 p1 CD N PN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + 3 + + 2 + + + + + + + + �- + 1 + + + + + + + + + + Da(, E ii:= C 0 C w + AP PO LA {�+ + GI *+++*++ +++ +++' ;+ ++ ■ +++ +� "+-+ ++ + +++ +++++++++++ Q us $ r 2 PN � co0 + + + + + + + + + i + +♦ + + + + + + + + + + + + + + + + + + O) rD U O L K 2 rYF. GG 3 4 L1.5 TYP. 3 -----at{ + ■ ■ *+ + #*+++*+++* ++_+ + + + + + + + + + w N o L a o N Z o L1.5 I HL GK L1.5 + + ■ I ■ ++ ++ #++++++ ++ ■ NOT TO SCALE m ° m m 3 N o cD z 2 ,+ + + ■ + + UJW C7 S' J 3 � L fD I ++ + + +++++++++ • • • • • • LL LL COC7 A WR ■ ■ + ; 2 O + + + + + + + +, WR I + + L1.5 ■ 2 GF ++} +++++++++++++++� ' L PLANT SCHEDULE Z ■ i*-t + + + + + + + +( w ' + + +++ , +++++ +++++++++; QTY TREES KEY BOTANICAL NAME COMMON NAME SIZE REMARKS + + + + + + + + + 2 .,' GG ■* + +** I ++ * +++*+++* 2 12 AP Acer platanoides Parkway Maple 2" Gal. 40' H x 25' W , + +++ ■ +} +++++++++++1 + + + + + + + +'., GG Golumnarbroad TM BSB GLASS II 4 + + +�+4+ + + ■ + + + + + + + r-�- . + . Z GK + + + + ■ + + + + + + + + + + 4 0 4 + + + + + + + + + + + + I + + + + + + + + + + + 18 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" Gal. 40'-50' TALL 8 I + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + ++ ■ + ++++++++++++++++}+} BS B 30'-50' WIDE + + � + + + I + + + + + + + + + + GLASS II + + + 4 + ■ + + + + + + + + + + + + + + + + + + + + + + + + + + + + } } ■ } } } + + + + } } } I z + + + + + + + + + + + + + + K * + * + I * + * + + + + + + II AJ Acer truncotum x platanoides Grimson Sunset Maple 2" Gal. 35' TALL 8 25' + + + + + + + + + + + + + + + + + }�« + } } + + + + + + + + + Z + + + + + + + + + + + + + + JFS-KW202' TM BS B WIDE +++++ +�++ +++ ■ 3 +++ +++++++++++++++++++ w + + + + + + + + + + + + + + + GLASS II + +I + ■ + + + + + + + + + + + + + + + �_ + + + + + + w + + + + + ■ + + + + + + F + + + + + + + + + 1+ + + + + + * * I 127 GF Garpinus betulus 'Fastigiata' Pyramidal European Hornbean 2" Gal. 35'-45' TALL 8 + + + + + + + �- + + + + + + o + + + + + + + + + BSB 25'-35' WIDE 0 + } } } + } } + + + + + + + +++++■+'I++ ++++ ■ +++ ++++ +++++++ +++++ GLASS II w + + ■ + + + + + + + + + + z + + + + + + ■ + + + + + + + + + + + + + + + + + + + + + + + * * * ■ * * * * * * * * * Copyrightc�2020 *-* * * * * * * * * * * 6 6T 71editsio triacanthos inermis Shademaster Locust 2" Gal. 45' H x 35' W Z + + + I + + + + + + + + + + + + All rights reserved. Reproduction or use in any form ❑ + + + + + + + + + + + + + + Shademaster BS B W t • or by any means without written permission of x + + + + + + + + + + + + + + + + '+ +�+ + + + I + + + + + + + + + + Breckon Land Design,Inc.is unlawful and subject to 0 +++++■+�++ +++ ■ ++++ +++++++++++++++++++ criminal prosecution. J I + + ! + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,D + * -* ■ -'� * * * * II LM Liriodendron tulipifera Majestic Beauty Tulip Poplar 2" Gal. 40'-60' TALL + + + + + + �-"�w + + + + + + + + + W + . �J� + + + + + + Majestic Beauty' TM BSB 15'-20' WIDE + + + + + 1 + + + + + + a + I + 4 + + + + + + GLASS II o + + + + + + + + + + + + + + + + + + . + + + + + + + ■ z + + ■ + + + + I + + + + + 0 Y + k + } + } + ■ + + + + GK + + + G TS Ti I is tomentosa Sterling Sterling Silver Linden 2 Ga . 45 H x 35 W w TY 3 +++ + ++++ I LU I -` + ++++ + ++++++ BS B GLASS I I L1.5 +}++�+1 + , } } } + + + + + w + + ■ Q + + + + + + + + 6 + } } + + + + + + } z GK +++ ++ µ++ * *+*+*++ QTY SHRUBS KEY BOTANICAL NAME COMMON NAME SIZE REMARKS w I„I I 2 t+- +*++ I I ** + ;*+++ PO *+*+* 164 GK Galamagrostis x acutiflora Feather Reed Grass #2 4'-6' H x 2'-3' W PO ■ I + + II + + O 'Karl Foerster' W z + II J o + + LA } } + + + LA + + + + T W * + t+ + + ■ J + + + + + + + + + + 38 GG Goreopsis x 'Greme Brulee' Greme BruleeTickseed #2 I'-2' H x 2'-3' W o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 20 O GI Gornus sericea Ivory Halo Variegated Redtwig #5 6-8 H 8 W + + + + + + + + + + + + + + + + + + + + } + + �-4 I + } + + } + + + + + + Dogwood z + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + O0 W LL + + + + + + + + + + + + + + + + + + + + + + + + + + + + +--�,+ + + + + + ' ' � o + , O + + + + + + + + + 18 EG Euonymus fortunei Golorata Purple-leaf Winter Creeper #5 2 H x 6-8 W + + + + + + z + + ; >~ + + + + w + + + + } } } } } + + + + + + + + 0 Q + + + + v + + + + + + + + + + + Q + + + + + + + + + + + + + i + + + + } } + } } + + + + + + + + + O Q + + + I« + + + + + + + + 51 HL Hydrangea poniculata Little Little Lime Hydrangea #5 3-5 H S W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } + + } } } + } } I } } } } + + + + } ime Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + - + + + + + 266 LA Lovandulo ongustifolia Hidcote Hidcote Lavender #2 2-3 H 8 W + + + + + + + + + + + + + + + + + + `� ;+ + + + + + + + + + + + + + + + + + + + :-+ + + + + + + + + + + + + z + 1 1 1 .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q _f + 2 . + * + + + + . + + + . + . + 7 PH Pennisetum a opecuroides Hameln ountain Grass 2 2-3 H x I -2 W + + + + + + + + + + + + + + + , f~ + + + + + + + + + + + +:-- Hameln WR + } } + + I + + + + + + + 4 ' w Q I + + + + + + + + +, U, + +, 2 } } + + + + + + + + + +`. 2 5G PO Physocarpus opulifolius 'Dart's Yellow Ninebark #5 4'-5' H & W I..L / + WR F GG + + + + + + + + + + + + + � Q Gold' Q+ + + + + + + + + + + + + + +1 W + } } } + } + + + + + + + + + +; 2 1 + + + + + + + + , + + + + + + +1 ++++I++++ ++} +++ ++++ ++++++++++i GG 30 PN Picea abies 'Nidiformis' Bird's Nest Spruce #5 3'-5' H x 4'-6' Q W HL + + +} + + } } } + + + + + + W I..L + + s-- I + + + + + + +, W + + + + + «'*J*+*+ + * *}* *+ }* * *}*}*}{ L 34 (� WR Weigela florida 'Red Prince' Red Prince Weigela #5 5'-6' H & W W + + + + + + + + + + + + + � Q GK J+ + + + + + + + } } } + } + + + + 4 + GK TYP. **++**+J**++**++* ++ +++ ++*++++++++++++++++ V + + + + + + + + + + + + + + + + + + + r n + + + + + + + + } + + + + + + + + C / + + + + + + + + + + + + + + + + + + + E o I L1.5 + + + + + + + + + * * * + + + + + + + LANDSCAPE LANDSCAPE LEGEND p + + + + + + + + + + + + + + + + + + + + +++++ ++++++++++ +++ + + ++ f+++++++++ + + + + ' + + + + + } . _ + + + + + REQUIREMENTS z +++++♦J+++_i\+ + ++++ ++ +++++ ++♦++++ +++ + + + + +` �+ + + + + + + + + + + + + + + _ * + + + + + + + I + + + + + + + + + + + EXISTING TREES TO BE Q * * * * * * * * * * * * * * * * * * * * NORTH LILAC AVE. LOCAL REMOVED +++ +++�+++++++++++ +++ ++++ ++ + + ++ +++++++++ + + + + + + + + + + + + + + + + + + + + + O1^t, � * + + 1 + * } + + + } + + + + + + + + + Requirements: LENGTH TREES REQ'D TREES PROVIDED j * PLANTS TO BE INSTALLED + + + + + + + + + + ITREE / 35LF. 625' 18 18 � QOQ + + + + + + + + + + + + + + + + + + + + + } } + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + +++++++ +++++++ +++ ++++ +++ + +++++++++++++++ + + + + + + + + + + + + ` + + + + + + W. FRED SMITH ST. - COLLECTOR -------------------------------------- J + + + + + + + + + + + + + + + + + + + + GUT ED&E AS DETAILED + 11 + + + + +_� + + + + + + II + +- \ I *+* II *+*+* Re uirements: LENGTH TREES REO'D TREES PROVIDED +++++++ + LA ++ LA q ■ ■ ■ ■ ■ ■ AGHD 10 SETBAGK M I + + + + + :` -' + + + 2 I TREE / 35 LF. 1,4b2' 42 42 + + + + + + + + + `_ : + + + + + +++++++�6 +++ ++++ I ++ + + + + L1.5 -- -- PROPERTY LINE (VERIFY) I ***+ * GK * +*++ ++ + '+ GK +*+*+* FRANKLIN ROAD BUFFER - ARTERIAL a a o W ++ + + ++� + + +++ + + + + + O O �. C► CURB AND GUTTER LOCATION U + + + + + + ` + + + + + U Wz� + + + + + + + + + + + + + + + + ` y114 a M * + l + + .� + + I + + o + + + + + + + Requirements: LENGTH TREES RE0 D TREES PROVIDED1. SCORE JOINT (TYPICAL) �\ W m R U. -0 +++++++ +++++++*, ' *+* *+*+ I*+*+*+*+*+*+*+*+ 25' BUFFER 1,043' 30 34cWi W? + + + + + + + + + + + + + + + + + + + I TREE/ 35 LF. EXPANSION JOINT (TYPICAL) Q R W W + + + _± + + + r + + + 1 + + + + + + + + + + +, + + + + + + a,' t + + + O '^ O ' + + \ + + + + + 1+ + + N C Z v J O� * '` * * * ACCESSIBLE RAMP LOCATION ++++++ r4+++++ ++++ ++++ r + +- + + + J O�C C I + + +/ ;+ + + NOTE: WITH DETECTABLE WARNING Q? W + + } + + + + } + t + + + + + + + + +` + + + + + + + LINEAR FEET OF ROADS EXCLUDE GLEAR VISION TRIANGLES. SURFAGE + +. 2 + + + + + + + + + + - + + Q +++++ 2 + +++ ++++ I ++++ + ++++ F'G ++ ++ REVISIONS + + PO +++++++ + + - - + ++ +++ ++++ + ++ NEW GONGRETE FLATWORK + + + + + + + + + + + + + No. Date Description * + * * + * * + + * + * + * + + CALLOUT LEGEND ^ + 10 QUANTITY C�V AD �y + + + + + + + IRR-IfQR \ IRR�IRR--IRR _I + + + R R + + + + + + + 0 2 TYP. 3 2 + GF ++++++++++++ + 1 } } R + ++++++++++ ++} JB PLANT IDENTIFICATION KEY _ WR L1.5 AJ I 2 Lt 1 +++ + ++I+++ +t',+ *+ ++++++++++++ + ++ Q GI 3 10 LM 4 GG HL 2 +I + + 1 VISION TRIANGLE + +, + 3 + 1 PROJECT NO.: + PN 4 GK WR 2 AGHD SEEPAGE BEDS-TYP. + c + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } } } } , + + + + + } TURF SOD OVER APPROVED 20120 . 2 + _ + + *_ + + + + + + + + + + + +� -� +* +++++++++++++++ TOPSOIL AS SPECIFIED B + + `,_ _,+ + + + + + + -4 + + +; + + + + + + + + + + + + + ; ;+ + + + + + + + + + + + ` + , t_} +_- + + + + + + + + + + + + + + + I'+ + + I 4 + + 'I+ } } I }� } } + + + + + , + + + + + + + + DRAWN BY: �_ r + + + + + + i + i + + + + + i 1 + + + + + + + PO + + + +, f + + + + + + + +_? + + + + +���+ + + + + + + + + + + + + + +1` r-i-T-t- 4 + + + + + + i i + + + �R + + + + + + + * + * + * + * + + + + +1 j+ + + + + +-} + + + + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + + +x� + + + + + ' + + + + + + + + + + + + - �� WR ERR- + +� + + + + + + l+ + + + + + + + + �� ` + 4 + 4 + + 4 + 4 4 + + + + + + + 4 4 I I + 4 - .` 4 + + + 4 + 1� + + +I I+ + + + + + + + + + + + + + + + + + + + + + + +`--_ + + + + + + +`-__-- + + + + - + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + - -;-+-� + + + + + + + + + + + Gx-Gx-Gx 3 DEPTH OF LARGE / WASHED 6 2 _ ={ f + + + + + + + + + + + + + + + + + + +� + + + + + + + 4 CHECKED BY: « + }-+ - +. + }�« 3 +, I ' \ ROCK OVER DEWTT 5 PRO WEED PH ' , L 1.5 , 6 + + + + + + G + + + + 2 + + + + + + + + + + + + + L 1.5 + + + + + + + + + + + + + + + + + + + + + , I , + + + + + + + BARRIER FABRI G AND TOPSOIL AS JB _+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Y PH 4 + + + ++++++++ SPEGIFIED OR APPROVED EQUAL } + } + } + } + } + } + + GK i P. DATE: J tip+ + + +++ + G D OHPx�OHPx-OHPx + + + + + + ++++++ + +++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + L1.5 �' 12/02/2020 + + + + W _ } + } + } + } + } } + } + + } + } + } + + + + + + + } + } + } + + + 1�}T+ } + 1 1 FRANKLIN ROAD 0 I 1 SHEET NUMBER ^ A � T —PLAN AREA THREE-wx-w-w,-w-wx-w.-wx-wx-mLwx-wx-w,-wx-wx-wxLANDSCAPE L1.3 o N 20 0 20 40 60 Q i SGALE: I"= 20'-O" 1 21 3 14 5 6 7 8 9 10 111 12 1 13 1 14 1 15 1 16 *g �o�o,�ooOuFo o o�oIoD0� �ooOo��0 TZ 0 °°o WEST FRED SMITH THE 0000 0 ° o0 0 AJ AF I - I M I -16536 °o + + + + + y + + + + + + + + + +. + + + + 3 1 000 12/02/2020O° w ' O , + + + + + + + + + #_ :+ + + + TYP. + + + + + + + + + + + ,` +++*+++ ++*+++*+++*+++*+++*+++*+++*+++* ++ + +*+++*+++ +++*+++*++++�`.__ I++++++++++++ +++++++++++++++++++++ +++++++ +++ +++++++++++++++ o IL � . . . � r ■ . . . . + + + + + + + L1.5 I r I 1 + + +-+- � ._._+ + + + + + + + + + + + + + + 1 o + + + + + +_ + + + + + + + + + + + + � + + + + + + + + + + 2 + + + + + + + !, I ■ + + + Y' \+ + + + + + + + + + + + + + + + + + + + + + ! + + ++��++-+ ++ + �G +`++++{++ + +++++++y++++++++++++++ + + + + + +*+ + +TT+ � � � 3 I o ■ + + + +`. + + + + t-t + + + + + + + PH + + + + + + I + + + + �+ + + + + ` % + +� _+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .+_` + + + + + + + + + + ■ + + + + + + + + + + + + + , �`t_+ + +_r-' `+ + + + + 2 + + + + + +� + + + LA + + + + + + �' `+_+ ± a ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + j x+ + + + + + + + + + + + + + + + + + + + + + + + ♦ - - - + + + + + + + + �` + + 6 + + + + + + + + + + + + +�?'+ 1r - -- ``+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + w M + - + + + + + + + + + + + , + + + + + + + + + + + PO + + + + GK + + + + + + + + + + + + + + + + + , • + + + + + + + + + + + + + + + + 3 + + + + + + + + +`,--+ + + + + + + + + + + _ _ _ _ _ _ _ - _ _ _ L o 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + HL + + + + + + + + + + + + + + + + I _T— C C U C L } + + + J �. + + + + + + + + _ -r 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - -s- _ + + + + + + + + + + + + + f�+ + + + + - GG + + + + + + + + + + + 3 + + + + + ■ + + . + . + . + . + . + -.`+ . + . + + + + + + + + + + . + + + + + . + . + . + . + + . + r,`+ + + + + + +;' + . + . + + + ■ ■ +++ +I.#+++++++++ *+++*+++*+++*+++*+++*+ +*+++*+++*+ 3 ++++++++++++++++ + + ++ +++++++++++++++++++++++++++++++++++ ++ +++ ID ++ 3 +++++ ++ 2 +++++++++++++++++++++++� ,t + , ++ ++++++++++++++++++++++ AD *+*+*++ 3 `��' oo o � o ■ ■ + + + + + + + PO + + + + FH + + + + + + + + + + + + + + + + + + + + + + + + + criE � � onMf � � z + 777 ■ + + p Q a7 E p C 'O m �041G + + +++++++++++, 2 L 1.5 4 2 2 T KEY M A P 2 +\ (ryR GK yyR I wNOLoa 8aN z � o 2 GF + � + + + + + + + , L1.5 � p Q � Y0o O + + + + + + + + + + . + + + + + + + + +j I I N CJ J w U' E J 3 x o (D L o L1.5 + + + + + + + + + I 3cc+ .� NOT TO SCALE > � ° � �' � 3Q1 � a Z . . . . . . ,� Do CO C7 + + HL + + + + + + 11� a + I I -4 + + + + + + + + + + + + + + + + . C7 * * * * * * * * 2 PLANT HEDULE N L +++ ■ ++ + +++++++++++a GG I = +++ ++ + +++++++++++,'_-�- I QTY TREES KEY BOTANICAL NAME COMMON NAME SIZE REMARKS + + + + + + + + + + + + ■ + + + + + + + + + + + + + GK 12 AP Acer platanoides Parkway Maple 2" Gal. 40' H x 25' W ,+ I + + + + + + + + + + + + + + + + + + + + + + + * * * * * * * * * * * * * I Golumnarbrood' TM BSB GLASS II Q + + + + + + + + + + + 3 • m + ■ I + + + + + + + + + + + ' + + + + + + + + + + + + o + ■ + + + + + + + + + + + + + + + + + + + + + + + a +++ ■ +++ + '+ + ++ '++++++++ 18 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" Gal. 40'-50' TALL 8 o + + + + + + + + + + + + + + + + + + + + + + * + * * * * * * * * * I B$B 30'-50' WIDE + + + + + + + + + + + + + + + + + + + + + + + + + + ■ + + + + + + + + + i GLASS II + + + + + + + + + + + I +++ . + + ++ *s-.{++++++++++ + p K + + + + + + + + + + + 11 AJ Acer truncotum x platanoides Grimson Sunset Maple 2" Gal. 35' TALL 8 25' + + I + d + + + + oz + * + * * * * * * * + I I 'JFS-KW202' TM B$B WIDE F_ + + + + + + + + + + + + + + + + + + + + GLASS II w + + + + + + + + + + + + ■ + + + + + + + + + + + + + + + + + + + + + 3 w + + ■ + + + + + + + + + + + ` + + ` + + ` 27 GF Gorpinus betulus 'Fastigiota' Pyramidal European Hornbean 2" Gal. 35'-45' TALL 8 + + ■ + + + + + + + + + + lo + + + + + + + + + I BSB 25'-35' WIDE + + I + + + + + + + + + + + + • w + + + + + + + + + + + + I w + + + + + + + + + + + + + + CLASS II + + + + + + + + + + + + + ■ + + + + + + + + + + + + w + + + + + + + + + + + + + Co ri ht C 2020 + ■ + + + + + + + + + + + PY9 O + + + + + + + + + + 6 6T Gleditsia triacanthos inermis Shademaster Locust 2 Gal. 45 H x 35 W Z + ■ + + -� + + + + + + + All ri hts reserved. Re roduction or use in an form o + + + + + + + + + + I I I g p y + + �`d + + + + + + W • Shademaster B B or by any means without written permission of x *+*+ I + 4++++++*+*+*+ Breckon Land Design,Inc.is unlawful and subject to 0 + + + , + + + + + + criminal prosecution. ,r J + + + + + + + + + + + w + + ■ + + + + + + + + — + + + + + + + + + w +*++ ■ Z +++* + 6 ++++ 11 LM Liriodendron tulipifera Majestic Beauty Tulip Poplar 2" Gal. 40'-60' TALL + + ' W + + + + GK + + + I Q 'Majestic Beauty' TM BSB 15'-20' WIDE + + / ! + + + + + + • * I t w + + + + CLASS II o + + / + + + + + + + w + + ,r ♦ + ♦ + ♦ + + Y + + . + ♦ + ♦ + 4 + 4 �� , Q * Q + `+ + * * * * + I ci TS Ti I is tomentosa Sterling Sterling Silver Linden 2 Ga 1. 45 H x 55 W co + + ■ + + + + + + + ♦♦^^ +++ ■ ++ »++ + +++++++ v♦ B$B GLASS I I o ++*+ 2 V *+ =++ 2 +++*+ W ++++ + .*+++ PO *+*+* Q ++++ J _ ++++ ++++++ 'I +++++++* V QTY SHRUBS KEY BOTANICAL NAME COMMON NAME SIZE REMARKS + + + + LA + + + + I U + - + + + + + + + + + I + + . + + + + + + + + + + o H J + + + + + + + + + + + Q 164 GK Golamagrostis x acutiflora Feather Reed Grass #2 4-6 H x 2 -3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Karl Foerster W w + t_y + + + + + + + I` p ` + + + + + + + + + + O x + + + + + + + + + 38 GG Goreopsis x Greme Brulee Greme BruleeTickseed #2 I -2 H x 2-3 W LL + + + + + + + + + + + + w + + + + + + + + + + + + + + + 0 + + + + + + + + + + + z > + + + + +.- + + + + + + w + + + + + + + + + + + + + r j. 20 GI Gornus sericea Ivory Halo Variegated Redtwig #5 6-8 H 8 W + + + + +. + + + + + + I O �-�--� + + + + +` '+ + + + + + (n Dogwood o + + + + + + + + + + + + + + + + + + + + — w + + + + + + + + + + + + + Q LL+ + + + + + + + + + + + + + + + + + + + 18 ,,.»,, EG Euonymus fortune! 'Golorata' Purple-leaf hinter Greeper #5 2' H x 6'-8' W & + + + + + + + + + + + + `€ a + + + I + + + + + + + + + + + + + + + + + + + + w G + + + + + + + + + I J Q + + + + + + + + + + + + + + + + + + + + + + + > O + + + + + + + + + + + + + + + + - + + + + + + + + + + O 5l HL Hydrangea paniculata Little Little Lime Hydrangea #5 3-5 H $ W + + + + + + + + + + + + + Lime' + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . ♦ , 266 LA Lavandula angustifolia Hidcote Hidcote Lavender #2 2-3 H 8 W + + + + + + + + + + +/ + + + + + + + + +, 2 Z + + + + + + + + + + + +, +* + + *+*+ +*+ *+*+*+*+"� WR I 78 PH Pennisetum alopecuroides Hameln Fountain Grass #2 2'-3' H x I'-2' W + + + + + + + + + + + , Q I + + + + + + + + + + + +, 2 Hameln rn + + + �- + + + + + + + , CD + + + I + + + + + + + + + +{ + + + + + + +' Q 5G PO Physocarpus opulifollus 'Dart's Yellow Ninebark #5 4'-5' H $ W + �- + : + + + + + + + a + + + + + + + + + +' Gold Q + + + + + + + + + + + w z + + _- + + + + + + +, + + +++ ++ ++ + ++++++, + + + + I + P + + + HL 30 PN Picea abies Nidiformis Birds Nest Spruce #5 i3-5 H x 4-6 + + + 3 + + 4 + + + + + + + + + + + + + L1.5 + + + + + LU ++++ + ++ + +++ +++++++ GK 34 WR Weigela florida 'Red Prince' Red Prince Weigela #5 5'-6' H & W LIJ < + + + + + + + + + + + + + + 'v/ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Uj + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +;w+ + + + + Z + + + + + + , + + + + + + �^ + + + + + . r + + + + ,+ + ` + + ` + ` ` + ` C0 LANDSCAPE LANDSCAPE LEGEND 0 E o 4 + + + + + + + + + + + + + + + + + + + + + + + + + + 7 o ++++++ +++ ++++ ++++++ ++ +++++++++ X z + + + + + + + + + + + + + REQUIREMENTS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + EXISTING TREES TO BE + + + + + + + + + + + + + + + + + * + + + + + + * I NORTH LILAC AVE. - LOCAL + + + + + + + + + + + + + O D J + + + + + + + + + + + + + + CO � + Requirements: LENGTH TREES RE02 TREES PROVIDED+ + + + + + + + + + + + + + + + + + + + + + + + �^�, PLANTS TO BE INSTALLED � + + I + + + + + ITREE / 35LF. 625' 18 18 €`�'� OOQ + + +,t + + li + + + + + t ++ ++ LA ++*+ + + + -- + + W. FRED SMITH ST. - COLLECTOR J D + + + + L1.5 --- GUT EDGE AS DETAILED +; + I+ + + + + Re uirements: LENGTH TREES REO'D TREES PROVIDED �b ■ ■ ■ ■ ■ ■ AGHD 10' SETBAGK +, ++ +++ +++ GK ++++++ I I TREE / 35 LF. 1,482' 42 42 o, + + + + + + + + + + + + +*,� I ++++ a++++++ +++++++ -- -- PROPERTY LINE (VERIFY) +++I +++ ++++ ++++++++++++++++ ti — + + + + ; + + + + + + + + Q> > WCW y + . GURB AND GUTTER LOCATION a o 0 o z c + , + + + + + + + + + + + + FRANKLIN R AD BUFFER - ARTERIAL + + + + + + + t_ + + + I . W {� F C> + + + + + a,' t + + + yJWWQ,OZ� ++++ ++++ 04++ o, ++++++ Requirements: LENGTH TREES RE02 TREES PROVIDED SGORE JOINT (TYPICAL) �� W m Q o o c► M 1 25' BUFFER 1,043' 30 34 �� ►o c�W►o ++++ ++++ F++++++ +++++ y z +, + + + + + + + QV' RCWW ` _ + + * + =+ + 2 * + I TREE/ 35 LF. EXPANSION JOINT (TYPICAL) COF m o a o m �^ - I PO () No agZ� VJ O + +*+* *+*+ +*+* *+ *+*+ +* * J Q V W v J + + + - - — - - - _ _ - + + + + + + + + ACCESSIBLE RAMP LOCATION 2 o k g C + ++ ++++ +++++++ ++ I NOTE: WITH DETECTABLE WARNING �'W + t + + + + + + + + + + LINEAR FEET OF ROADS EXCLUDE GLEAR VISION TRIANGLES. SURFAGE + + + + + + + + + + + REVISIONS � ++++++ I NEW CONCRETE FLATWORK No. Date Descrlptlon � + R R IRR—I�'\ IRR—IRR IRR + + + + + + + ++++++ *+ + +I R +++++++++* +++ 2 J #_, + + + + + + + + LM 2 1 + + + 2 TYP. o , + + + + + + + + + + WR GF L1.5 CALLOUT LEGEND ID QUANTITY a_ o ++++++ 3 +*+'! ;+++++++++ GK HL GG 2 AD I JB PLANT IDENTIFICATION KEY c + + + I + +`,_,4 + + + + + + * + + + + + + + + + GI 3 10 + ++ +�+++++++++++ + �- PN LA 3 *+ 1 VISION TRIANGLE + RR z IRR I +�+ + + + + + +" `, + + + + +I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PO + + * + - IRR ERR- It + + + + + + + + ; + + + + + _r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PROJECT NO.: \ - + + + t t +,: - 2 AGHD SEEPAGE BEDS-TYP. + + + + + + TURF SOD OVER APPROVED 20120 + + + a Gx—Gx��Gx—Gx—Gx� + + + + + + + + + + + + + + +�__ + + + + + -0.__ ..� + + + + it I + + + + • K + + + + +_+ + + + + + + + + + +, I+ + + + + + + + + + + + + + +, I+ + i -� t_ + + + + + + + + + + + + + + O Ir + + ' + + +, + + + + + + + + + + + + + + + + + + + + + + + + + + + + ` �+ + + + +, + + + + �' �,`+ + + + + + + + + + +,� H + + + + + + + + + + + + + + + +� 4 + + + , I+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + *, + + + + + + + + + +`` ,' + + + + I f + +, I + + + + + + + + + + +-+ + + + + + + + + + + + + + + +-; + +/ + +. + + + + + + + + + + + + + + + + TOPSOIL AS SPECIFIED Q B I 3 +, + , µ +,-_* + + + + + + +,._-+ + + + + +- + + + + + + + + + + + + + DRAWN BY\ + + + + + + + + + + + + + + i j+ + + + + + + + + + + + + + /+ + + + + ,_ .F + +I + + +�' + + + + + t + + + + + + + + + + + + + ,+ + + + + + + + -Gz—Gx—Gx—Gx—Gx Gx + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + fAn- + + + + + + + + + + + + + + + .r i--�- + + + + �� PH + + + + + ++++++++++++++++++ ++ ++++ +++ 2 2 5" DEPTH OF LARGE 3/4" WASHED CHECKED BY: RO NEED 4 PO EG t'H L1.5 BARRIER FABRIC AND PTOPSOIL AS JB 2 — + T t ti—o--► � �t -19 + + + + + + + + + + + + + + 3 + + + + + + + + + + + L1.5 + + + + + + + + + + + + + + T z r+�: 7 -.-... �; 1 - - - - + _ SPECIFIED OR APPROVED EQUAL DATE: J O O I I 1 L1.5 + + + + + + + + + + + + + +y+ + + + +++++ —OHPx—OHPx�OHPxOH N O 12/02/2020 FRANKLIN ROAD w c1lSHEET NUMBER GE x—wx—w,—wx�wx—wxo�wx wx—wxvvx—wx wxwxwx—wx—,�, GE 04 O � ,— —wx—wx—wx wx—wx—wx wx wx—wx—wx—wx wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx—wx -wx—wx—wx- �:�Ix—wx—wx—wx�wx—wx— o i x x A T LANDSCAPE PLAN - AREA FOUR �, L1.4 o N 20 0 20 40 60 Q i SGALE: I"= 20'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 00 oOF 00000 0� �4 ST Z RnO o00 E3 L—a C3H UC❑ F � w SO -16536 cw\ 0 12/02/20200000 w 00000��°O�ao 000000p0°°�000 0 z Z 0 w a w_ E in O C C U r - O CO Q JO+ a) 'U a] 0o W 00 R O ' 'a E'2 m CO (u a7 w a) Gcn E m cLp C7a w a) N 0 0 'C O (\ W = o U) CU. -- m . aoN LOU o '> C O C a3 L L L a3 O CO L ZO UJLU � J 3 � L CO al • • • • • • w w CO C7 w z W L W w m KEEP GROUND LINE SAME AS NURSERY LINE , 0 REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER MATERIALS FROM THE ROOTBALL o WHIGH MAY LIMIT ROOT GROWTH L I CONSTRUCT 2" EARTH BERM TO FORM A WATER RETENTION BASIN, FILL BERM WITH MULCH, AS SPECIFIED I K MULCH, PER PLANS, 3" DEPTH OVER ENTIRE o BED. DO NOT COVER GROWNS OF PLANTS ' F- z _ w_ I I—I I - PROVIDE DEWITT PRO 5 WEED BARRIER F IIII III i — FABRIC OR APPROVED EQUAL10 'I PROVIDE COMMERCIAL FERTILIZER TABLETS w iD — ell — — _ AND BIOSTIMULANT, AS SPECIFIED, FOR EACH z _ SHRUB = =III,, III - Copyright c�2020 Z All rights reserved. Reproduction or use in any form o WIDTH OF BAGKFILL WITH APPROVED TOPSOIL AND or by any means without written permissionof 2 6" ROOTBALL 6" SOIL AMENDMENTS, AS SPECIFIED. BAGKFILL Breckon Land Design,Inc.is unlawful and subject to 0 J IN 6" LIFTS, WATER EACH LAYER, DO NOT criminal prosecution. TAMP OR OVER GOMPAGT. a 0 NOTE: CONSTRUCT 6" MOUND OF TOPSOIL o 1. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. w 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL 6ROUNDGOVER BEDS. o a 0 w 0 " SHRUB PLANTING WHEN PRESENT: BUD POINT (A MINOR ROOT FLARE/GOLLAR (SWELLING AT 2 CROOK IN THE TRUNK SOIL LINE WHERE STEM TISSUE JUST ABOVE THE NOT TO SCALE o SOIL LINE) TO BE TRANSITIONS INTO ROOT TISSUE) TO APPROXIMATELY I Y2" BE AT SOIL LINE. A A Z ' ABOVE THE SOIL ROOT PROBE PREVAILING WIND v, LINE DIRECTION O010 a SOIL LINE A = LENGTH, AS SPEGIFIED 0 O REMOVE DEAD/DAMAGED BRANCHES m OR PER PLANT SCHEDULE w G AND PRUNE TO INTERNATIONAL 9 F SOCIETY OF ARBORIGULTURE B = 851b OF 'A' STANDARDS; IMPROPERLY PRUNED > O < W TREES (AS DETERMINED BY THE + O Q 5 Sr LANDSCAPE ARCHITECT) SHALL BE Q Q HIGHEST ROOT SHALLp REMOVED AND REPLACED. DO NOT PLAN VIEW BE 2" MAXIMUM pt_ `� REMOVE MAIN LEADER!! co BELOW SOIL LINE. z W UTILIZE SOIL/ROOT U RUBBER GINGH TIE FINISH HARDSGAPE GRADE PER PROBE AROUND PLANS TRUNK (APPROX 1"-2" 2"x 2" WOOD STAKE (LENGTH AS TOP OF MULCH 1"-2" BELOW CD AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE ADJACENT HARDSGAPE F TO LOCATE HIGHEST ROOTBALL. SEE NOTE I. SET STAKES 3 SURFACE Q / ROOTS. CO PARALLEL TO PREVAILING WIND. v REMOVE TREE WRAP TRUNK 6ROUNDGOVER PLANTING PER ' ^ Q o PLANTING PLAN cr v J W U PROTECTION, AFTER INSTALLATION Q i V/jA/j A/j /A�j A�j A�jA�jA MULCH, PER PLANS, 3" DEPTHUJ wp GONSTRUGT 2" EARTH BERM AT EDGE /V//� /V//V//V//\ \ V//V// z �A/AA/ �A/AA/AA/AA/A� �A/AA/A OVER ENTIRE BED. DO NOTUJ OF ROOTBALL, FILL TREE RING W/ /\//\ /\//\//\//\ // COVER GROWNS OF PLANTS z Q MULCH, AS SPECIFIED. %\�/j\�/jam /j�/j\�� � /jam /j�/j\ m III IIIAAAAAAA//AA//AAAAA VAAAAAAAAA � SPLIT ALL ROOT BOUND ROOTS 3" TH I GK MULCH LAYER, KEEP MULCH —III— \\ \\ \\ \\ \\ \\ \\ \\ \\ \\o // // \\ GWUITHS 3 EQUAL SPACED VERTICAL TREMOVE BURLAP, \\\\��\3" AWAY FROM TRUNK // _ — v - - THINE, AND HIRE RADE I IG 01� E BASKET FROM TOP w oil DEWITT PRO 5 WEED BARRIER o OF ROOTBALL, b` V/V/V// /V// V //� //�//// / / COMMERCIAL SLOW RELEASE III III III IIIIIIIIIIII FABRIC OR APPROVED EQUAL REMOVE ALL NAILS, � am � � VFERTILIZER TABLETS -III-III=IIIIII-III-III=III TIES, AND PLASTIC �� \ V/V/j A/jAA V A \ TILL SOIL TO A DEPTH OF 12", FROM ROOTBALL. IF =III = — = SIDES OF HOLE ROUGH ff UNEVEN SECTION BAGKFILL WITH APPROVED SYNTHETIC BURLAP IS // TOPSOIL AND SOIL AMENDMENTS, UTILIZED TO WRAP - —i — — BAGKFILL WITH APPROVED TOPSOIL NOTES: AS SPEGIFIED. AND SOIL AMENDMENTS AS THE ROOTBALL, IT - i= -III— —III SPECIFIED. BAGKFILL IN 6" LIFTS, 1. ALL 6ROUNDGOVER PLANTS TO BE PLANTED ON GEN��j#1 A SHALL BE 11 WATER EACH LAYER, TAMP TRIANGULAR PATTERN. COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURER'S C- REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL RECOMMENDATIONS TO ALL 6ROUNDGOVER PER MAN BEDS. O BIODEGRADABLE J � BURLAP SHALL BE 5' MIN. DIA. SOIL EVEN W/ TOP OF ROOTBALL, LEFT ON THE BOTTOM TREE RING DO NOT OVER GOMPAGTII :3: UNDISTURBED THE ROOTBALL. SET ROOTBALL ON NATIVE, PERENNIAL & GROUNDCOVER PLANTING NOTES: UNDISTURBED SOIL3NOT TO SGAL-E y _ I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS a !Q W o= W C RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS GREATER. U.o W -0 ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. �� Z Y o z -0 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE GONTRAGTOR IS TO NOTIFY M / Q C9 Q C W W THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3 DEPTH OF MULCH AT C/ / m o a o m `0 3. LANDSGAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION w o Q 2 Cl) PLANTER BEDS .4 Q q g W C OF PLANT MATERIAL. $ ? W 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR F16URE EIGHT TYING METHOD. SEGURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT REVISIONS SLIPPAGE. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. III =III p No. Date Description 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSGAPE `` -III ^� ARCHITECT IMMEDIATELY. _IIII III - IIi- APPROVED TOPSOIL AND SOIL 0- 0 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8-O IN WIDTH PROVIDE TREE ROOT - III—III—III—I AMENDMENTS AS SPECIFIED IN BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND FINISH GRADE, LANDSCAPE NOTES EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL A6ENGY APPROVAL PER PLANS GUT EDGE REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. PROJECT NO.: 0 20120 Ir B > DRAWN BY: DECIDUOUS TREE PLANTING PLANTER BED CUT EDGE CW4 z NOT TO SCALE NO-1 70 SCALE CHECJB BY: DATE: J 12/02/2020 w 0 oSHEET NUMBER A 0, L1.5 C- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SHEET INDEX C1.0 - COVER SHEET ADLER INDUSTRIAL W FAIRVIEW AVE C2.0 - SITE DIMENSION PLAN K 0 C3.0 - STREET PLAN & PROFILE 0 O U C3.1 - STREET PLAN & PROFILE LO JL N > C3.2 - SITE GRADING PLAN - EAST 7C - z C3.3 - SITE GRADING PLAN - WESTDID3 C4.0 - STREET DETAILS 0PROJECTN 3 C4.1 - SITE DETAILS E PINE AVE >; C4.2 - SITE DETAILS SITE CO � °° o C4.3 - SITE DETAILS IDAHO NORTHERN AND PACIFIC RAILROAD >+ O MERIDIAN C4.4 - SITE DETAILS MERIDIAN IDAHO LO C5.0 - STREET UTILITY PLAN Z -c' C5.1 - STREET UTILITY PLAN `" C5.2 - SITE UTILITY PLAN - EAST ROADWAY 2020It E FRANKLIN RD 0 - -a M C5.3 - SITE UTILITY PLAN - WEST O C5.4 - SITE UTILITY PROFILE 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE SEWER N C6.0 - STREET LIGHTING PLAN ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE J � Z C7.0 - EROSION & SEDIMENT CONTROL PLAN ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. W o 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL o Z Z w 2. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. Z Z (n GENERAL CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 3. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE S�ONAL F WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), ZONE. CONTRACTOR SHALL SCHEDULE WITH INSPECTION SERVICES AT 208 387 6280. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED 1-84 4,CD NC/ MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION O� �G\STERF iF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING 4. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). R� �1/13120 STANDARDS OR SPECIFICATIONS. 2� IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. G 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR 5. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 8625 AND GUTTER, VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH uSigned. . READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT VICINITY MAP -1,x P COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 6. CONTRACTOR SHALL COORDINATE WITH ACHD FOR PATCHING REQUIREMENTS IN THE EXISTING ROADWAYS. �. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE NOT TO SCALE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED 'APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 7, WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE WASTEWATER RULES (IDAPA 58.01.16). PRESSURE IRRIGATION ) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE NAMPA MERIDIAN IRRIGATION DISTRICT. E5B537E89F154BD... OF WORK. 8. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). MANHOLE RINGS AND GRADE RINGS THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, , 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO GRADES. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND cn WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.. LIDS, AND CONCRETE COLLARS, AND THE CONTRACTOR SHALL NOTIFY THE CITY OF MERIDIAN 24 HOURS PRIOR TO 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTALLu POURING CONCRETE COLLARS. GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. Z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT g, ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. w OPEN OR CLOSE WATER VALVES. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE < 10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH o 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS 7. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR DECISION INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK 4. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE SERVICES OR POTABLE WATER MAINS SHALL BE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; BE DETERMINED BY THE FIELD INSPECTOR. IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS AND STANDARD SPECIFICATIONS AND A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO DRAWINGS. CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN vO (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 101.05 Y ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND a OF THE LATEST EDITION OF ADA COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. 8. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE SPECIFIED. SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). _ 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BY THE PUBLIC WORKS ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 4.1 OF THE STANDARD SPECIFICATIONS AND DRAWINGS. c> DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE 13. WHEN CONNECTING TO EXISTING ASPHALT THE CONTRACTOR SHALL SAW CUT 2' MIN. FROM THE EDGE OF PAVEMENT OR Z RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED AS REQUIRED TO PROVIDE A GOOD EDGE TO BIND NEW ASPHALT. 5. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH w CONSTRUCTION PLANS. 9. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. MARK AND THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE Y o 14. ALL UTILITY AND OR IRRIGATION FACILITIES WHICH INTERFERE WITH REQUIRED STREET IMPROVEMENTS SHALL BE CONSTRUCT SERVICE LINES IN ACCORDANCE WITH THE STANDARD DRAWINGS 7.16(S) AND 7.17(S). THE SERVICE MARKER SHALL BE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. a 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR RELOCATED AT THE OWNERS EXPENSE. IN PLACE FOR THE FINAL INSPECTION. SERVICE LINES SHALL EXTEND TEN (10) FEET BEYOND THE RIGHT-OF-WAY. SEWER SERVICE TO CONSTRUCTION. LINES MAY BE A MAXIMUM FIVE (5) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY CITY ENGINEER. 6. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR w 15. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR ACHD REVIEW AND APPROVAL PRIOR TO OBTAINING A NON-POTABLE WATER. W 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE RIGHT-OF-WAY PERMIT. 10. THE PUBLIC WORKS DEPARTMENT WILL INSPECT ALL PUBLIC SEWER CONSTRUCTION WHETHER WITHIN PUBLIC RIGHT-OF-WAY OR o BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED EASEMENT. THE CONTRACTOR WILL NOTIFY THE PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO START OF LU N PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 16. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ABOVE REFERENCED STANDARDS CONSTRUCTION, AND AGAIN TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. 7. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR Q \ AND SPECIFICATIONS ONSITE AT ALL TIMES DURING CONSTRUCTION. NON-POTABLE WATER THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC 0 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. cf) OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF 17. ALL PEDESTRIAN RAMPS WITHIN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER THE ACHD SUPPLEMENT TO THE 11. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE O_ > TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. CURRENT EDITION OF THE ISPWC STD DWG SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (ADHESIVE MATS ARE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND STORM 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT �2 m NOT ALLOWED) AND SHALL BE TRAFFIC YELLOW IN COLOR. DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE MATERIAL SHALL FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS w O 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. ADVANCE NOTICE IS REQUIRED. W z DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL 18. ASPHALT REPAIR WITHIN THE RIGHT OF WAY SHALL COMPLY WITH ISPWC STANDARD DRAWINGS; SD-301, SD-303 AND RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL SD-806 OR AS MODIFIED BY THE ADA COUNTY HIGHWAY DISTRICT. 12. THE ADA COUNTY HIGHWAY DISTRICT WILL INSPECT THE TRENCH ABOVE THE PIPE ZONE IN ACCORDANCE WITH CURRENT ACHD 9. ALL RECLAIMED WATER MAINLINES SHALL BE CLASS 200 PVC PIPE PURPLE IN COLOR. o 0 UNDERGROUND UTILITIES. STANDARDS. 19. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD Y N N 14. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES 10. RECLAIMED WATER LINES SHALL BE INSTALLED WITH FINDER TAPE. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC 2 PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN 13. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. PURPLE IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR RECLAIMED WATER CLEARLY MARKED ALONG ITS LENGTH. 2E WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED BY FOR THE PROJECT: PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. Y 15. THE DESIGN ENGINEER SHALL SUBMIT RECORD AND ELECTRONIC DRAWINGS TO THE PUBLIC WORKS DEPARTMENT AS PRESCRIBED IN THE NONE 14. CONSTRUCT SANITARY SEWER MANHOLES IN ACCORDANCE WITH SECTION 4.3 OF THE STANDARD SPECIFICATIONS, AND DRAWINGS MSSD SECTION 1.2.J.3 BEFORE FINAL APPROVAL IS GIVEN TO THE PROJECT. 7.21(S), 7.22(S), 7.24(S), 7.25(S), 7.26(S) AS APPLICABLE. Z o z o O w o ~20. CONTRACTOR SHALL NOTE THAT ACHD WILL INSPECT THE SIDEWALKS AND PEDESTRIAN RAMPS FOR STRICT COMPLIANCE STREET LIGHTING 16. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE WITH THE ADA STANDARDS. SLOPES INCLUDING CROSS-SLOPE WILL BE VERIFIED TO MEET THESE STANDARDS AND THE SHALL BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" DISTRICT WILL ADHERE TO A STRICT "NO TOLERANCES" POLICY. WATER w cn Q w � �j p m ,-, 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE � p p U Q J � � � STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 21. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 17. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. CONSTRUCTION NOTE NO. 1.21.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF HTTPS:(/CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. Lij JI o 18. ANY COMMON LOT CONTAINING PUBLIC WATER OR SEWER MAINS SHALL BE FENCED AT THE LOT LINES. THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE U 19. QUANTITY AND PLACEMENT OF STREETLIGHTS ARE CONTINGENT UPON THE ELECTRICAL DESIGN BY IDAHO POWER COMPANY. THE 21.2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND ASSOCIATED WIRING. O ELECTRICAL CONTRACTOR WILL BE PROVIDED A STREET LIGHT MAP BY THE MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENT, WITH CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY. AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE z ~ THE ISSUANCE OF AN ELECTRICAL PERMIT. CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER w U) pU 21.3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). METERS. Q Q I >- 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN ON WHICH IS RECORDED THE WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF U w Q J ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE A TRAVEL LANE. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS W _ THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 PRIOR TO 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN FINAL APPROVAL OF THE PIPELINE INSTALLATION. 21.4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET THE COMPACTION STANDARDS OR MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 3 21. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. TIME IS A CRITICAL FACTOR. CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY U 22. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO 21.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. BEFORE CONSTRUCTION BEGINS. 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM U WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). r7 23. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF 22. CARE TO BE TAKEN BY CONTRACTOR TO STAY OFF OF SUBGRADE ONCE IT IS EXPOSED. SEE ALSO PROJECT Q;> THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE SPECIFICATIONS SECTION 3.02. U OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS p RUBBISH, AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL 23. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE a_ 0, MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE LEGALLY DISPOSED OF OFF SITE. POLICY AND EXISTING PAVEMENT MARKINGS. PUBLIC WORKS INSPECTOR. 0 .c 3 24. BACKFILL OF LOTS AND/OR RELOCATED LATERALS SHALL REQUIRE INDEPENDENT SOILS TESTING LABORATORY. TO VERIFY BOTTOM OF U ° EXCAVATION PRIOR TO THE PLACEMENT OF STRUCTURAL BACKFILL TO ENSURE THAT UNSUITABLE SOILS HAVE BEEN REMOVED. RECLAIMED WATER COMPACTION TESTING SHALL BE DONE AT EACH ONE FOOT OF VERTICAL LIFT AND EVERY 500 FT. HORIZONTALLY. TESTING LOCATIONS p TO BE ALTERNATED TO ENSURE UNIFORM COMPACTION ON EACH DEVELOPED LOT. ENGINEERED BACKFILL TO BE COMPACTED TO A 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO 0 MINIMUM OF 90% OF MODIFIED PROCTOR PER ASTM D-1557 OR 95% OF STANDARD PROCTOR PER ASTM D-698 TEST RESULTS TO BE ENGINEER SUBMITTED TO THE CITY OF MERIDIAN BUILDING DEPT. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR Lij :3 WASTEWATER FACILITIES - GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS (10 STATES ~O X 25. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING ANY N01'S, AND PREPARING A STANDARDS), AWWA MANUAL M24 - CHAPTER 24 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN NV5 w GENERAL CONSTRUCTION NOTE NO. 1. 690 S. INDUSTRY WAY � / STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY. CONTACT THE MERIDIAN, IDAHO 83642 cn EPA AT 208-334-9489 FOR THE REQUIRED INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE CITY ENGINEER AT LEAST 48 CONTACT: MATT MUNGER, RE U O HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, AND A COPY MAINTAINED ONSITE. 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE A PHONE: 208-275-8704 MINIMUM OF TEN 10 FEET IN ACCORDANCE WITH IDAPA 58.01.08, 'IDAHO RULES FOR PUBLIC DRINKING WATER U ( ) EMAIL: MMUNGER®WHPACIFIC.COM w 5 00 26. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUND-WATER SHALL BE A MINIMUM OF 3'. SYSTEMS," SUBSECTION 542.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE 2E O CONTACT DESIGN ENGINEER FOR A REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND THE z p GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY ACHD. CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON EACH J J E m SIDE OF THE CROSSING EQUAL TO TEN (10) FEET. CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED PARALLEL TO E 01 27. DRAINAGE FACILITIES, UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE REPLACED OR NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) DEVELOPER W Q U- N RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE. FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A ADLER INDUSTRIAL, LLC Z 28. ABANDONED BUILDINGS, TEST PITS AND WATERWAYS WITHIN THE CURRENT RIGHT OF WAY OR FUTURE RIGHT OF WAY SHALL BE EFFLUENT MAIN AND THREE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON- POTABLE MAIN IS 10259 W. EMERALD ST., STE 100 Q Q N LOCATED BELOW THE CLASS A EFFLUENT MAIN BOISE, IDAHO 83704 t N _ Q REEXCAVATED TO NATIVE/UNDISTURBED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE OWNER AND CONTACT: JAKE MILLER Q ACHD A COPY OF COMPACTION TEST RESULTS. PHONE: 208-506-7170 Q U 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR 0 29. SITE TOPOGRAPHIC SURVEY PROVIDED BY WELLINGTON LAND SURVEYING, AND IS BASED UPON THE NAVD 88 DATUM. POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT EMAIL: JMILLER®ADLER-INDUSTRIAL.COM � z DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL _ CC 0 :2SEPARATION SHALL BE MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION W G m a- 0 BENCHMARKS 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE \ 2 ap WASTEWATER RULES (IDAPA 58.01.16). / w z T--- mm 1. SQUARE ON THE SIDEWALK NEAR THE SOUTH WEST CORNER OF THE SUBDIVISION. O Q Q w O U 707057.61, 244532.79 NAVD88 DATUM EL= 2582.98 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER • p 2. 5/8" IRON PIN W/ PLASTIC CAP NEAR THE SOUTH EAST CORNER OF THE PRIVATE - DO NOT DRINK, IN BOTH ENGLISH AND SPANISH. N DRIVE TO THE EAST. 707032.21, 2446905.44 NAVD88 DATUM EL = 2590.83 • �& ID Q co pN 3. 5/8" IRON PIN W/ PLASTIC CAP NEAR THE NORTH WEST CORNER OF THE PRIVATE 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE WATER N DRIVE TO THE EAST. 707808.43, 2446862.56 NAVD88 DATUM EL = 2583.17 SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), THE ❑� 0 SHEET NUMBER j 4. 1/2" IRON PIN NO CAP AT THE NORTH WEST CORNER OF THE SITE. CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF THE LIST OF APPROVED %�k, 708520.04, 2446495.88 NAVD88 DATUM EL = 2583.49 BACKFLOW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND 5. 5/8" IRON PIN W/ PLASTIC CAP AT THE SOUTH EAST CORNER OF THE SITE. HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). Know what's below. 0 1 . O 708550.73, 2445333.97 NAVD88 DATUM EL = 2572.87 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. Call before you dig. p FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. uu LL XREF INDEX: I 1 II L`� SCALE E III I 1 sD sD sD s 60 0 30 60 120 0 0 1 228' 1 C sD sD sD E LO FEET ) z LEGEND 1 INCH = 60 FT. � N 3 I � II �� � INSTALL 12" GATE VALVE (FLGxMJ) 12.0 I I IIIIIIIII IIIII PROPERTY BOUNDARY J C o o' �n Of All 12%12"x8" TEE (FLG) 12" FLGxMJ ADAPTOR vi I I �° s II 8" GATE VALVE (FLGxMJ) o INSTALL 12"x12"x8" TEE (MJxMJxFLG) - - RIGHT OF WAY LINE L 0 � SD SD 8" GATE VALVE (FLGxMJ) i - u7 412"x12"x8' MJxMJxFLG M _ I 62.0 LF OF 8" C-900 PVC WATER MAIN ( ) - EXISTING ROAD CENTERLINE c cv I W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD 8 GATE V (FLGxMJ) INSTALL 12%12"x8" TEE (MJxMJxFLG) -0 M X CONST. I ao INSTALL 12"x12"x6" TEE (MJxMJxFLG) INSTALL 12%12%8" TEE (MJxMJxFLG) 8" GATE VALVE (FLGxMJ) L SEE SHEET C3.0 I 8" GATE VALVE FLGxMJ 62.0 LF OF 8" C-900 PVC WATER MAIN O EXISTING LOT NUMBER rn ai o 6" GATE VALVE (FLGxMJ) (FLGxMJ) � g N INSTALL 89.5 LF OF 12" I 13.4 LF OF 6" 62.0 LF OF 8" C-900 PVC WATER MAIN INSTALL 75.9 LF OF 12" W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD C-900 PVC WATER MAIN \ C-900 PVC WATER MAIN W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD C-900 PVC WATER MAIN EXISTING LOT LINE �� FIRE HYDRANT ASSEMBLY PER MERIDIAN I I 1 STALL 85.6 LF OF 12" u / � CITY STANDARDS I I -900 PVC WATER MAIN -SSx�o SSx EXISTING SEWER LINE W/ MANHOLE INSTALL 12"x12"x8" TEE (MJxMJxFLG) INSTALL 126.9 LF OF 12" INSTALL 44.9 LF OF 12" SEE SHEET C3.0 8" GATE VALVE FLGxMJ C-900 PVC WATER MAIN INSTALL 12"x12%6" TEE MJxMJxFLG Wx Wx (MJxMJxFLG) EXISTING WATER MAIN W/ GATE VALVE (FLGxMJ) C-900 PVC WATER MAIN INSTALL 12"x12%6" TEE (MJxMJxFLG) 6" GATE VALVE (FLGxMJ) S�pNAL F,y 62.0 LF OF 8" C-900 PVC WATER MAIN I W/ BLOWOFF ASSEMBLY PER CITY [n INSTALL 146.7 LF OF 12" 6" GATE VALVE (FLGxMJ) 13.5 LF OF 6" PIRRx EXISTING PIRR W/ SERVICE t�,5 (ILL OF MERIDIAN STD C-900 PVC WATER MAIN 13.5 LF OF 6" C-900 PVC WATER MAIN t� G\STF,Q _j INSTALL 108.4 LF OF 12" FIRE HYDRANT ASSEMBLY PER MERIDIAN O �.��, 4 20.0 C-900 PVC WATER MAIN fl/19/202W � l ao CITY STANDARDS EXISTING STREETLIGHT a REMOVE EXISTING BLOWOFF C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY PER MERIDIAN AND INSTALL 55.5 LF OF 12 CITY STANDARDS �Z6 1 I I I 8625 C-900 PVC WATER MAIN J CO 07 1 INSTALL 313.7 LF OF 12" EXIST. ROLLED CURB, GUTTER & SIDEWALK INSTALL 138.3 LF OF 12" D SI ned I -I C-900 PVC WATER MAIN--' C-900 PVC WATER MAIN 9T 9 P EXIST. VERT. CURB, GUTTER & SIDEWALK 9 ^\G A 12" 12"W W �= ' ram' 1 "W-- - 12"W 12" 12"W - - 179' 2 89' O 1 m 2"W I W 12"W _ 180 ? 12"W 12'W 2 - I LI N E A 2 _EAST-WEST RD WATER EXTENSION AND ���^ FUTURE PRESSURE IRRIGATION LINE a s s+ SS-+- ss +�s s 1 2 ss 397 ss + 2 0 E5B537E89F154BD.. _ o --SS-I-SS + SS-ASS +4S SEWER LINE B SEE EXISTING MAINLINE DRAIN - - - cD S 180' SD SD I 4 ^ SD N SD �^ - l - 4 I _ SHEET C5.1 L - 1 CONST. SSMH Al 0 0 AIR VACCUUM RELIEF I C.M^ 7+08.97 �, COIVST SSMH-A2 CONST. SGT� / �/� ,� SEE SHEET C3.0 ^ N N I + N N '^ � SEE SHEET C4.0 ^ �U? ,� w LO + M� M ^ 11+08.84 CO M A � �06 � �'Ui M U,N o2 N + ,; "',; PROPERTY BOUNDARY o Uj x N J N I . w � ' - - U U' SEE SHEET C4.0 N r ' N ``' II v SEE SHEET C0 w RIGHT OF WAY LINE Q EX. SSMH Of 5+00.00 I 14+19.04 - - EXISTING ROAD CENTERLINE CONNECT TO EXISTING SEWER MANHOLE O I I O EXISTING LOT NUMBER � I m I l EXISTING LOT LINE Ln I i I Q o A i 1 EXISTING SEWER LINE W/ MANHOLE LU Uj w w '' N v ", �""", "" FM II Wx W Wx EXISTING WATER MAIN W/ GATE VALVE LU 0 04 PIRRx 1PIRRx Q M EXISTING PIRR W/ SERVICE Q 2592 2592 Z KEYNOTES: EXISTING STREETLIGHT O m Y �� ONON-POTABLE SERVICE CROSSING MAIN LINE, SEE WATER EXIST. ROLLED CURB, GUTTER & SIDEWALK LU p NOTE 3 ON SHEET 1.0 EXIST. VERT. CURB, GUTTER & SIDEWALK NON-POTABLE MAINLINE CROSSING, SEE WATER NOTE 2 ON CD CD 2586 2586 O SHEET 1.0 CD CD N N EXISTING MAINLINE DRAIN SLEEVE SERVICE THROUGH DRAINAGE SYSTEM APPROXIMATE EXISTING GRADE N 0 EXISTING AIR VACCUUM RELIEF O LU APPROXIMATE C`� - - - - - - O4 6" SDR-35 PVC SEWER SERVICE LINE / w p Q FINISH GRADE h1 _ _ - - - - Z w w > o Q 2580 �`� 1 - - - / ° 2580 - - - ROAD CENTERLINE w O U 11• - �`L 4, w cn Q w 0 O m = w _ Q ROAD RIGHT OF WAY U Q J 41 i INTERIOR LOT LINE �I o 2574 4/� �� PLU CONS�306.2�LF '8- DR-35 PVC Pipe 0'88% 2574 BL OCAK 5 5 W � II � 2574.31 ch BLOCK AND LOT NUMBER � Q O I " e @ 0.91% INV OUT (W) _ Z 1- SDR-35 PVC Pip o CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK ° I I CONST. 395.9 LF 8 LU CO U) O I I 2571.49 c-i 2571.59 C �' J Q INV OUT (W) Q INV IN (E) U Q � I 2.21% _ � CONSTRUCT TERMINUS GRADE BEAM CURB 2568 `f a" SOR_35 PVC Pipe U) 0 z0 Q 2568 w 2p5.0 Cn 2567.74 Q 2567.84 + U CONST INV OUT (W) = INV IN (E) MERIDIAN STANDARD STREETLIGHT TYPE 2 H :E2567.84 z Q -1 cN CC5o INV IN (N) OU � -SS S�SS CONSTRUCT SEWER W/ MANHOLE O 2562 2563.13 c i 2562 -W W W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) INV IN (W/EX. E) Z II Q. U U) Q j o0 2563.03 T� INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD cn = o EX. INV OUT (S) DRAWINGS W7 & W9 � � o 0 CO , ' INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD 2556 X a 2556 DRAWING W13 w cn c O INSTALL 48"0 GRAVITY IRRIGATION MANHOLE, TYPE A PER ISPWC SD-612 0 0 x LINE A X DRAWING IW TER SERVICES PER CITY OF MERIDIAN STANDARD z o w 2550 2550 __0 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 IRR�IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE ^ L.L w U aD O SC SERVICE CONNECTION 0 Q CD E m SL SERVICE LENGTH J w J LL oo El END INVERT J Q O 0� z Z N LIJ o O U) Q Q u J W zw � o �> W - � w /) 0/ CO O �+ Plans Are Accepted For Public Q co 0 o O m • L�y[8 IDR IAN - Street Construction (n W Q o IDAHO o m N Q 0 Pvm�r o yarMe �' O By stamping and signing the improvement plans, the RegisteredC14 a) � r ensures the istrict the plans conform o all ct M Q policies s and standards.DVariances tor waivers must btespeciificallly SHEET NUMBER % and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered w = Know what's below. Engineer of these responsibilities. C5 . 0 Q Q Call before you dig. 0 BY DATE ADA COUNTY HIGHWAY DISTRICT � tZ uu XREF INDEX: SCALE 60 0 30 60 120 0 O U LO ( FEET ) z IOU _ LEGEND 1 INCH = 60 FT. U) N 3 x xl N \ \ I \ (n \ coo)PROPERTY BOUNDARY � � ,- 1c, L1J / ` ( RIGHT OF WAY LINE L �. \ s \ L� L�J, \ // / - - U - L0 REMOVE EXISTING SEWER CLEANOUT T \ Z =v — / I \ \ 1�/ // - EXISTING ROAD CENTERLINE c Cv AND INSTALL 60"0 MANHOLE C'A \ \ O —��/ / I \ \ ��I,4��oi/ M c x ti��a \ N CO o( SEE SHEET C4.0 // /// I I \ \ o \ w JCONST, QB# _ d / I O EXISTING LOT NUMBER O CD N X x N9, \ 2 i V' CONST. SSMH-B2 �� I SEE SHEET C3.1 - I� \ —� J/GIPS $+14.93 INSTALL 42.0 LF OF 12". I `�=� EXISTING LOT LINE STROM DRAIN ® 0.1% SSx------- SSx EXISTING SEWER LINE W/ MANHOLE -1� o LINE!B SS+ / S I NORTH SOUTH RD r`120'12„W 2 12" TEE (FLG) / /// Wx�Wx EXISTING WATER MAIN W/ GATE VALVE NAL CONST. 60"0 SSMH B-1 --,� O 2-12" GATE VALVES (FLGxFLG) / �0 16 �— I 12" FLGxMJ ADAPTOR / PIRRx EXISTING PIRR W/ SERVICE tc,Sc' NG'j 5+00.00 1 1/ / ���_ _r✓� o`` �G\STFRF o 0 rn / / �i1/19/202� �n N INSTALL 75.1 LF OF 12" / EXISTING STREETLIGHT a o I C-900 PVC WATER MAIN / / REMOVE EXISTING BLOWOFF AND / + J N / 8625 INSTALL 115.1 LF OF 12" „ / \ c3 N Lj P// EXIST. ROLLED CURB, GUTTER & SIDEWALK D Signed b SEE SHEET C31 EXIST. VERT. CURB, GUTTER & SIDEWALK � T C-900 PVC WATER MAIN II / x I III / 4O . �— / I I / / / •. � � Jul Ipv J F KII1 II 11 INSTALL 12%12%6" TEE (MJxMJxFLG) INSTALL 11Ya' BEND (MJxFJG) INSTALL 121.E LF 6" GATE VALVE FLGxMJ � FUTURE PRESSURE IRRIGATION LINE 12"x12"x8" TEE (FLG)) 12" FLGxMJ ADAPTOR of 12" C-goo 9.9 LF OF 6" ( ) E5B537E89F154BD... �• PVC WATER MAIN s C-900 PVC WATER MAIN EXISTING MAINLINE DRAIN 8" GATE VALVE (FLGxMJ) FIRE HYDRANT ASSEMBLY PER MERIDIAN 59.2 LF OF 8" C-900 PVC WATER MAIN / CITY STANDARDS W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STDS w I/ // 0 AIR/VACCUUM RELIEF X x IIII� Q W / x / �I INSTALL 66.0 LF OF 12" / w / / PROPERTY BOUNDARY o �IIII C-900 PVC WATER MAIN / - - c> RIGHT OF WAY LINE ad ¢ ' Q wINSTALL 12"x12x8" TEE FLG cn x 12" FLGxMJ ADAPTOR INSTALL 358.E LF OF 12" Z 12" 11Ya' BEND FLGxMJ / C-900 PVC WATER MAIN ��II EXISTING ROAD CENTERLINE w C) � o 8" GATE VALVE FLGxMJ f �� INSTALL 1-12" VALVE / /I �_J1I1 o U w CONNECT TO EXISTING MAIN z 36.1 LF OF 8" C-900 PVC WATER MAIN / _ -I I Al J 7 EXISTING LOT NUMBER �, u = W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STDS - - - - —- - - Uj w '�` o xl � / - �e>> 96 �SBg 258\ EXISTING LOT LINE Y N Z (05 Ln - - - - _- - - _ __- _- - - EXISTING SEWER LINE W/ MANHOLE w W w —Wx W4!�—Wx EXISTING WATER MAIN W/ GATE VALVE w N PIRRx 1PIRRx Q M �> EXISTING PIRR W/ SERVICE z EXISTING STREETLIGHT 0 � m Y EXIST. ROLLED CURB, GUTTER & SIDEWALK Lw O N L Z APPROXIMATE EXIST. VERT. CURB, GUTTER & SIDEWALK o 0 2592 �� FINISH GRADE 2592 KEYNOTES: N N EXISTING MAINLINE DRAIN APPROXIMATE O SERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 Y Y EXISTING GRADE 0 EXISTING AIR/VACCUUM RELIEF O p w MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 w o p w Q - - - ROAD CENTERLINE 2586 — — — — — _ �� 2586 w LD � v ° o o SLEEVE SERVICE THROUGH DRAINAGE SYSTEM co P� — — cn O ROAD RIGHT OF WAY U Q J � 4O 6" SDR-35 PVC SEWER SERVICE LINE c INTERIOR LOT LINE J Q 01 2580 2580 W BLOCK 5 5 BLOCK AND LOT NUMBER O z 4 CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALKILI) w � 0 < Q J 2574 2574 CONSTRUCT TERMINUS GRADE BEAM CURB U) LEI ^ � MERIDIAN STANDARD STREETLIGHT TYPE 2 573.00 INV OUT (S) m CONSTRUCT SEWER W/ MANHOLE 2568— �F corn 2568 6 / CONS' cn � —W W W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) > ~ 000 j Oz ¢ T� INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD cn U N DRAWINGS W7 & W9 0 •� INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD 0 0 2562 2562 DRAWING W13 Q % m 0 INV IN (N) O■ INSTALL 48"0 GRAVITY IRRIGATION MANHOLE, TYPE A PER ISPWC SD-612 � = NV N 0 o LLJ cn o cn CONSVUWATER SERVICES PER CITY OF MERIDIAN STANDARD z HO X N DRAWING W1 FL j 2556 o Q 2556 � Q � 00 U N IRR IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE LINE B w � °> 2552 2552 SC SERVICE CONNECTION Q CD 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 Z E o SL SERVICE LENGTH J J of EI END INVERT J Q O tY N 0� z Z O N Q Q N U) Q u J J Q NN LLJ z w o o ) w 2 00 N p� �' � � Plans Are Accepted For Public � � � � o O m • L�y[8 IDR IAN - Street Construction Q Uj Q ® PUCIk IDAHO O coI P P O �'cwuhuelLnL"S,00m.eY ao.indwn. N N By stamping and signing the improvement plans, the Registered istrict ct M Q L policies Engineer and standards.DVariances tor waivers must b specifical the pans conform lyo all SHEET NUMBER % and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered w = Know what's below. Engineer of these responsibilities. C5 . II�Q QCall before you dig. 0 BY DATE ADA COUNTY HIGHWAY DISTRICT C� a- uu XREF INDEX: CONST. GIRR-4 CONST 77.5 LF 24" CL III RCP PIPE ® 0.10% 12+80.50 CONST. GIRR-3 SCALE IE = 2575.53, INSTALL TRASH RACK  -_-- - - RING = 2582.60 10+59.94 80 0 40 80 160 0 E _--_-__ - 4 _ - - =_24� INV. = 2575.61 RING 2583.72 /R o X= - o - 0 24 INV. = 2575.83 E G E N D ( ) z +-\f-GIRR-�+IRR-(GIRR=- +;R FEET INSTALL 8" 45' BEND 8 .- INSTALL 28.3 LF OF 8 CONST. 215.6 LF 24" HDPP 10+59.94 1 INCH = 80 FT. N 3" ?S83 PIPE � 0.10% `v8sr C-900 PVC WATER MAIN� �� I I I \ �J PROPERTY BOUNDARY COJ co o CD T. CB#2a-2 \ - - RIGHT OF WAY LINE SEE SHEET C3.2 \ 10+00 - `� - EXISTING ROAD CENTERLINE � c cv \ \ M 't -a CO INSTALL 168.3 LF OF 12" ®� o L co t7 STORM DRAIN ® 0.1% I 7 EXISTING LOT NUMBER 0 CD N _ � � w o \\ �\ I EXISTING LOT LINE 1 INSTALL 8" 45' BEND (MJ) SSx------- SSx EXISTING SEWER LINE W/ MANHOLE I �I\ INSTALL 62.5 LF F 9ooPvc WATER CMAIN I I I I I I I I I I I \ I I I I I I I I I I I � �" 1 0 00 Wx---e-Wx EXISTING WATER MAIN W/ GATE VALVE J ( INSTALL 8" FLGxMJ ADAPTOR \ PIRRx SO4AL FN 8"x8%8" TEE (FLG) \ \ N EXISTING PIRR W/ SERVICE o��,5 G\STFR TX 2-8" GATE VALVES (FLGxMJ) \ EXISTING STREETLIGHT a� ` 1/19/202 I I I EXIST. ROLLED CURB, GUTTER & SIDEWALK N 8625 1 I - I D Ca? signed I SEE SHEET C3.2 - \� 1\ EXIST. VERT. CURB, GUTTER & SIDEWALK 4✓ TF I , CONST. GIRR-2 - 1 \INSTALL 252.0 LF OF 8" 8+00 7+79.97 FUTURE PRESSURE IRRIGATION LINE 1 C-900 PVC WATER MAIN RING = 2583.63 E51B537E891=15413D... \ \ 24" INV. = 2576.11 EXISTING MAINLINE DRAIN 1 \ 1 \ \\ l 0 AIR/VACCUUM RELIEF I I \\ \ \ N 1 \ \\ \ w 1 CO \ \ PROPERTY BOUNDARY : w I I \ \ \ o \ - - RIGHT OF WAY LINE a 1 1 - 11 11 I I � \ \ 7 0 \ - - EXISTING ROAD CENTERLINE Of INSTALL a" GATE VALVE (MJxFLG) o �1 � q � 8"x8%6" TEE (FLG) KEYNOTES: z D o w 8" FLGxMJ ADAPTOR \ Z \ \ 7 EXISTING LOT NUMBER CL > u I 6" GATE VALVE (FLGxMJ) CONST. 275.0 LF 24" HDPP \ O NON-POTABLE SERVICE CROSSING MAIN LINE, SEE WATER � z w 16.6 LF OF 6" PIPE (� 0.10% NOTE 3 ON SHEET 1.0 a Of a 1 \ \ \ EXISTING LOT LINE C-900 PVC WATER MAIN Y cn CD J FIRE HYDRANT ASSEMBLY PER MERIDIAN \ \ O NON-POTABLE MAINLINE CROSSING, SEE WATER NOTE 2 ON zo CD zo SHEET 1.0 Q cn w in CITY STANDARDS \ o - \ \\ 25��\ � EXISTING SEWER LINE W/ MANHOLE w � a � tY I SEE SHEET C4.2 \ \\ \ 6+00 \ -Wx W�Wx EXISTING WATER MAIN W/ GATE VALVE o 0 _ \ \ CD C4 SEE S%HMEET C4.2 \\\ \ PIRRx PIRRx Q 1 \ \ \ EXISTING PIRR W/ SERVICE Q O \ \ z EXISTING STREETLIGHT Z DRAINAGE SYSTEM #6, SEE SHEET C4.2 \ IN \ CONNECT EXISTING PIPE TO NEW IRRIGATION STRUCUTRE, m CV \ FIELD VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION. \ - - 00 UjEXIST. ROLLED CURB, GUTTER & SIDEWALK O w EXIST. VERT. CURB, GUTTER & SIDEWALK Uj LJ1T. Sffiffia Y YY N pM o \0 L.J SEE SHEET C4.2 5+ rnrn EXISTING MAINLINE DRAIN U I INSTALL 301.4 LF O Q IIC-900 PVC WATER MAIN IIIIIIIIIIIIIIIIIIIIIIIIIII III1111 CONST. GIRR-1 EXISTING AIR/VACCUUM RELIEF U w o _ . 0 LU L . z w, ROAD CENTERLINE O U) wz � U � = w of _ Q °24� INV. 2576.39 o ~ +, ROAD RIGHT OF WAY U I \\ \\ INTERIOR LOT LINE ° N I 2 SEE SHEET C3.2 BL OCAK 5 5 BLOCK AND LOT NUMBER � INSTALL 8" GATE VALVE (MJxFLG) - O U I too 8"x8"x6" TEE (FLG) \\ \\ I 8" GATE FLGxMJ ADAPTOR CONST. SGTd - SEE SHEET C4.1 Z 41 ~ SEE SHEET C4.1 - - 2584 CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK w \ I 6" GATE VALVE (FLGxMJ) / / r� -_ J �I I 13.4 LF OF 6" 2581 DRAINAGE SYSTEM #4, SEE SHEET C4.2 \ © II��r �` > > I I Ir 1 U Q C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY PER MERIDIAN - - \ �'�506 I I I I I CONSTRUCT TERMINUS GRADE BEAM CURB U) CITY STANDARDS - w r, z582= - - - `��<��_�`_ I I MERIDIAN STANDARD STREETLIGHT TYPE 2 _ I � _SD SD SD SD � / - � _� �� I '�� SD SD SD SEE SHEET C4.1 - - - - _ _ - �II I 1 I I 1 -SS S4*-SS CONSTRUCT SEWER W/ MANHOLE ICONST, SGT;A#4a Q% I I SEE SHEET C4.1 \\ III 1 I 1 -W W W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) > INSTALL 296.3 LF OF 8" _ I1-, PVC WATER MAIN III - _ _ I I 1 I T� INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD � - - co N DRAINAGE SYSTEM #5, SEE SHEET C4.2 I DRAWINGS W7 & W9 0 °' 'INSTALL 52.2 LF OF 12" I / DRAIN 00.1% QQNSL MagI INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD \ J I I fi \�\\ SEE SHEET C3.2 \ \\ I \ i I 1 DRAWING W13 c I \ I \\ ( \\\ \2582 )I \�,/ I I O INSTALL 48"0 GRAVITY IRRIGATION MANHOLE, TYPE A PER ISPWC SD-612 .°_ i \ I \ 11 I I Q LLJ o I \ I �) \ _ - - DRAWING W1 CONSVUWATER SERVICES PER CITY OF MERIDIAN STANDARD W F Ld co I \ I \ 2583 I i 1 II L i \ I\ f7 / \\ \\\ i I �' 1 IRR IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE 7 w U \ // \-2584\ ` \ I 1 I Sc SERVICE CONNECTION J z o I E o I / / / \ I I SL SERVICE LENGTH J w m I / / / / \ \ I /� \ 1 I LL El END INVERT Q z _ z QN / I �I I J Q p uJ O T - - - - - - z � w O 12'W 12"W 12"W 12"W--- 12"W �--- 12„W 12"W 12'W I I CO � t1 o o UTILITIES IN ROADWAY UTILITIES IN ROADWAY I �\ �/ w z00 r7 a� + SS--�--SS-+ r N o SEE SHEET C5.0 SEE SHEET C5.1 " ` Plans Are Accepted For Public _j M F o o Q / / .001 I • ® L�y[8 IDR IAN - Street Construction Q o o m PUCIkJ Wufk50.yvMHil LL / / // l' \ ' �8��ea,oa �-pro By stamping and signing the improvement plans, the Registered C14IN Engineer ensures the District that the plans conform to all District rn Q / // I TI I I .` policies and standards. Variances or waivers must be specifically SHEET NUMBER and previously approved by the District in writing. Acceptance of the 8+00 I improvement plans by the District does not relieve the Registered I 1 / �� \ II Know what's below. Engineer of these responsibilities.IC5 .2 - I �\ / \ , , Call before you dig. 0 BY DATE QQ QtZ I ' / I / \ ADA COUNTY HIGHWAY DISTRICT uu XREF INDEX: __-- - _ _ UNION PACIFIC RAILROAD ===__=2573-_== - ___- - - - - - _ _ _ _ _ __ _ _______________ _ _- -ICON . 77.` --===--- -2572= z-_ IE SCALE E --- ------- �. ==__ -_________=- � -� 80 0 40 80 160 0 - - - �- ri --- 0 0 X - _ DRAINAGE SYSTEM #7, SEE SHEET C4.3 -DRAINAGE SYSTEM #8, SEE SHEET C4.3 CONST• CBS \ ��I���� \ ( FEET ) DETENTION BASIN/DRAINAGE SWAI SHEET C3.3 INSTALL 8" MJxFLG ADAPTOR I III LEGEND. z 8%8"x6" TEE (FLG) ��Ill t � � 1 INCH = 80 FT. C\1 -8" GATE VALVE (FLGxMJ) ;I;;I 2581 \ 6" GATE VALVE (FLGxMJ) � 000 �` \ 30.0 LF OF 6" � III PROPERTY BOUNDARYCO -rt C-900 PVC WATER MAIN KEYNOTES. ,, o SEE � '3 \ INSTALL 61.1 LF OF 12" FIRE HYDRANT ASSEMBLY PER MERIDIAN,III \ - - RIGHT OF WAY LINE L INSTALL 55.1 LF OF 12" / II o SEE SHEET C3.3 STORM DRAIN 3.9% CITY STANDARDS IIII \\ U - u7 STORM DRAIN 0 0.1% INSTALL 8" 45' BEND (MJ) O . I 5 LF OF 4" ROOF DRAIN, IE = 2574.3. SEE MECHANICAL � _ P I I O PLANS FOR CONTINUATION INSIDE BUILDING - EXISTING ROAD CENTERLINE _0 c N \ INSTALL 205.1 LF OF 8" I \l F INSTALL 28.3 LF OF 8" - 90 - C AT - AI - I III IIII \ - O 15 LF OF 4" ROOF DRAIN, IE = 2574.3. SEE MECHANICAL PLANS FOR - -0 CO 1\ C-900 PVC WATER MAIN C-- PVC WATER MAIN I I B � INSTALL 290.0 LF OF 8" _ \ o L co CONTINUATION INSIDE BUILDING 4u_�� 4 � kI 7 EXISTING LOT NUMBER N C-900 PVC WATER MAIN- � J � INSTALL 8' 45' BEND (MJ) / $W $W $W + $•W V�I 25 LF OF 6" SEWER SERVICE, IE = 2572.8. SEE MECHANICAL PLANS - - - - - - - - A O FOR CONTINUATION INSIDE BUILDING EXISTING LOT LINE INSTALL 53.1 LF OF 8" I I SSx�SSx INSTALL 160.4 LF OF 12" eR -_ "' I IIII IIII \ - EXISTING SEWER LINE W/ MANHOLE STORM DRAIN 0.1% C-900 PVC WATER MAIN I e----e e e - e e e e e e _ \LV \ LJ 0: ��I`II1III \\ Wx�wx •�• • . • • • EXISTING WATER MAIN W/ GATE VALVE � I y o INSTALL 8%8%6" TEE (MJxMJxFLG) ® ® O I' I FN PIRRx EXISTING PIRR W S C \ 6" GATE VALVE (FLGxMJ) ® W W INSTALL 2" METER AND / SERVICE t�� G�STF,Q Eiji J19.0 LF OF 6" ® S FS 55.0 LF OF 2"--- -S FS F F \ C-900 PVC WATER MAIN ® ® ® g WATER SERVICE LINE \ �1/19/2020� EXISTING STREETLIGHT a � -t FIRE HYDRANT ASSEMBLY PER MERIDIAN 74123 oO ® ® ® t- -I SEE MECHANICAL PLANS IIIII 8 6 2 5 * CITY STANDARDS IN�. A ® ® � FOR CONTINUATION I I \ EXIST. ROLLED CURB, GUTTER & SIDEWALK INSTALL 9.1 LF OF 6" B INV. I I I D ��uSigned I� Iw RD L ROOF DRAIN @ 0.5% I11 II I \\ \ EXIST. VERT. CURB GUTTER & SIDEWALK 9TF rj F �QP �' I RD �RD - 1 CONST. SSMH-C3 //i I� II \ \Q ® 9` n„U` 4 I III \ a �' SEE SHEET C3.3 1 13+00 I 13+17.53 (PRIVATE) _ / I II \ a �� FUTURE PRESSURE IRRIGATION LINE INSTALL 181.5 LF OF 12" "' 0 INSTALL 79.8 LF OF 4" I I 1611_ o E5B537E89F154BD... II � �' � 72.22 PROOF DRAIN @ 0.5% II I /II ROOF DRAIN @ 0.1% -i INV. i 111 �I X\ \ EXISTING MAINLINE DRAIN II � A SEE SEWER PROFILE, SHEET C5.4 B INV. / I IIII I \\ IIIIII \ \ 0 AIR/VACCUUM RELIEF INSTALL 80.0 LF OF 6" g1`O I I I ROOF DRAIN @ 0.5% PROPERTY BOUNDARY �'I12' ~ CONST'14 . SSMH-C2 I i i I I I / I- - 1I� 12+00.22 PRIVATE INSTALL 80.0 LF OF 6" I I I� INSTALL 239.6 LF OF 12" - _ - - - a / _ INSTALL 313.3 LF OF 8" 980 0 ROOF DRAIN ® 0.5% I I i 1 I_ / RIGHT OF WAY LINE I� STORM DRAIN 0 0.1% 12 00 of o II I / C-900 PVC WATER MAIN I I I I w II 73.43 I I - - EXISTING ROAD CENTERLINE A B INV. i l l 00 I - 72.62 1 � III 7 EXISTING LOT NUMBER - - - INV. O � _ _ I II 5of II IQBj8b �2577+ I I I a EXISTING LOT LINE w II I I SEE SHEET C3.3 - PROPOSED BUILDING INSTALL 85.3 LF OF 8" I 11 Q o 57 0 73.05 FF-2578.80 ROOF DRAIN ® 0.5% J w wLn III I\ INSTALL 8" MJxFLG ADAPTOR INV. SEE SHEET C4.2 L EXISTING SEWER LINE W/ MANHOLE II A 0 8"x8"x6" TEE (FLG) L 73.00 - -Wx W�Wx EXISTING WATER MAIN W GATE VALVE V) 8" GATE VALVE (FLGxMJ) �11+00 A B INV. / o II \ 6" GATE VALVE (FLGxMJ) r INSTALL 43.2 LF OF 12" SHEET �•y 1 M 13.4 LF OF 6" J ROOF DRAIN 0.5% I / 11 PIRRx PIRRx Q EXISTING PIRR W SERVICE Q IM C-900 PVC WATER MAIN _ S4 �I INSTALL 83.3 LF OF 4" _ _ 8 - i z II \ FIRE HYDRANT ASSEMBLY PER MERIDIAN L ROOF DRAIN @ 0.5% - _ INSTALL 187.3 LF OF)2" I EXISTING STREETLIGHT O m CITY STANDARDS -1 I P Y ROOF DRAIN Q 0.1% C RD - R - -RD I ILU EXIST. ROLLED CURB, GUTTER & SIDEWALK w O 73.47 72.79 I U W z A \ \ 20.0 INV. INV. I I I I z w EXIST. VERT. CURB, GUTTER & SIDEWALK o 0 \ B INSTALL 40.1 LF OF 8" = LU N N --gym ' A ROOF DRAIN ® 1.5% CONST N N 10I o INSTALL 79.0 LF OF 6" IN . H SEE SHEET C4.2 � _ � EXISTING MAINLINE DRAIN °' °' INSTALL 247.7 LF OF 8" I ROOF DRAIN ® 0.5% INV. I I I C/) INSTALL 236.3 LF OF 12" 11 Q Y Y -C-900 PVC WATER MAIN STORM DRAIN 0 0.1% \ INSTALL 76.4 LF OF 12" LLJ �' I STORM DRAIN 0 0.1% LLI 0 EXISTING AIR/VACCUUM RELIEF LL 0 Q p 1-- I a II \ III LU II U) Z z z Y 0 o �I I I o 73.86 � INSTALL 79.0 LF OF 6" - - - ROAD CENTERLINE Z - r*i - SEE SEWER PROFILE, SHEET C5.4 ICI I w - � U W , AI II �111111111I _ 1 I i ROOF DRAIN @ 0.5% w cn Q w 0 p m s A B I III I I - - ROAD RIGHT OF WAY U) 0 0 U Q J 0- U) o INV. I I I I INTERIOR LOT LINE \ \✓ INSTALL 84.5 LF OF 4" 0 I I i I I C \\ i 9+00 \" ROOF DRAIN ® 0.5% _I I I I_ - W �I U I \ I In INSTALL 84.5 LF OF 8 I III II BLOCK 5 5 BLOCK AND LOT NUMBER O I I SEE SHEET C3.3 \ o ROOF DRAIN ® 0.5% / 1 I II I I a Z 0 I I I 74.28 / I IIII CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK can O I I I SEE SHEET C3.3 \\� = INV. \ B �` i I I II I I < Q Q _U I I \ J A \ I 74.23 / 11 I IIII / U) J m I II \ �� CONST. SSMH-Cl \ I INV. // I IIII / r CONSTRUCT TERMINUS GRADE BEAM CURB II A INSTALL 8" MJxFLG ADAPTOR $+00.22 (PRIVATE) \ i / I I IIII Ilr _ MERIDIAN STANDARD STREETLIGHT TYPE 2 INSTALL 33.5 LF OF 12" 8"x8%6" TEE (FLG) 80 8400 STORM DRAIN ® 0.1% 8" GATE VALVE (FLGxMJ) \ \ I I I I II III v D I 11 11 6" GATE VALVE (FLGxMJ) \ I I I I -SS S�SS CONSTRUCT SEWER W/ MANHOLE 51 IN U I I II C-900 PVC 3WATER OMAIN \ \ \\ I I I IIIII 11 FIRE HYDRANT ASSEMBLY PER MERIDIAN �I 00 \ \ \ IIIIII I -W �/ �/ CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) U •� o U 1 I CITY STANDARDS \ \ \ 0Q - I II SEE SEWER PROFILE, SHEET C5.4 12.0 \ I IIII .5a T� INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD A INSTALL 165.5 LF OF 8" \ \ oSEE � � \ IIIIII / - - - DRAWINGS W7 & W9 0 \I I I C-900 PVC WATER MAIN i I o \ III ' INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD \\ \ 1 IIIII DRAWING W13 m \ - INSTALL 45' BEND 7+00 �� I II IIII \ INSTALL 42.4 LF OF 8" I \ \\ I IIIIII O INSTALL 48"0 GRAVITY IRRIGATION MANHOLE, TYPE A PER ISPWC SD-612 X C-900 PVC WATER MAIN DRAINAGE SYSTEM #9, SEE SHEET C4.1 \ \I/IIIIII D_ Uj I I I CONSVUWATER SERVICES PER CITY OF MERIDIAN STANDARD INSTALL 45' BEND X y I \ \\\ II II`\ 3 DRAWING W1 O w INSTALL 94.4 LF OF 8" a_ / I I \ I C-900 PVC WATER MAIN / U) \ \ \ IIII \ IRR- IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE _ Z moo / / \ \ IIIII \ w U INSTALL 12"x12"x8" TEE (MJxMJxFLG) \ 8" GATE VALVE (FLGxMJ) / \ I III ` \ 0, 1 �_ \ I I I \ \ \ \\ j i II I \ j SC SERVICE CONNECTION J Q 0 �� I l a l l l l l I 6+00 / ^ Z E m I I III f/ // SL SERVICE LENGTH 0- J J / I I Q U_ E 1 I\\ I I 20.o CONST. SSMH-A1 / // I l i III // // 0 � CV � « El END INVERT � � z � oN - I \ � I + �/ / / I IIIII/ / / ~ ~ Q < Q � I I J o --- - W o - J / 1- 12"W %2"VU 12"W 1 i 12„W 1 Q _ - w o m � w g S .2577=-SS SS - r j CD 5+00 SS SS SS SS�-SS I S✓f-SS S SS SS S W M 00 O - - - - - D S Ln Plans Are Accepted For Public Q o o m I - - -- I I :f• .; _�� L�y[8 IDR IAN - Street Construction AW V/ LIJ �/� f. \ L0 0 YIOPkS 0.yvMei ` LL o L I ��I - 3/d� i 11 I f \ 1 N N 1 / I/ I II By stamping and signing the improvement plans, the Registered V f • • 2 I Engineer ensures the District that the plans conform to all District rn Q I i� /I jai , 58�� I .� policies and standards. Variances or waivers must be specifically SHEET NUMBER 4� and previously approved by the District in writing. Acceptance of the - 2578 \ \ / // I f /`�`� improvement plans by the District does not relieve the Registered ,4 Aa I `, ! I II Know what's below. Engineer of these responsibilities. C5 . 3 I - � ' �� f /1 II / Call before you dig. 0 BY DATE / I / / ill I I ADA COUNTY HIGHWAY DISTRICT uu