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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Thursday, April 8, 2021 8:02 AM To:Charlene Way Subject:Development Application Transmittals - Creamery South Condominiums SHP-2021-0001 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Creamery South Condominiums SHP-2021-0001 th Hearing Date: May 11 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, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 City Council Hearing Date: May 11, 2021 Planner: Joseph Dodson File No.: SHP-202 1-0001 Project Name: Creamery South Condominiums Request: Short Plat request to condominiumize a vertically integrated 4-story building consisting of one (1) commercial space and 33 residential units for ownership purposes on 0.429 acres of land in the O-T zoning district,by City Center Redevelopment, LLC. Location: The site is located at 703 E. Main Street, in the NW 1/4 of the SW 1/4 of Section 7, Township 3N., Range 1 E. ETT Planning Division IDIA `� �' HEARING APPLICATION D A IFi t3 Type of Review Requested Short Plat File number: SHP-2021-0001 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicantname: BRYAN APPLEBY, RENNISON DESIGN Phone: Applicant address: 410 E. STATE STREET, SUITE 120, EAGLE, ID 83616 Email: bryan@rennisoncompanies.com Ownername: CALEB ROOPE, CITY CENTER REDEVELOPMENT, LLC Phone: Fax: 430 E. STATE STREET, SUITE 100, EAGLE, ID Owner address: 83616 Email: calebr@tpchousing.com Agent name(e.g.architect,engineer,developer,representative): BRYAN APPLEBY Firm name: RENNISON DESIGN Phone: Fax: Address: 410 E. STATE STREET, SUITE 120 Email: bryan@rennisoncompanies.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/streetaddress: 703 N MAIN ST Assessor's parcel number(s). R7400290022 Township,range,section: 3N 1 E7 Project Description Project/ApplicationName: Creamery South Condominiums Description of Work: See attached narrative 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0221 TYPE OF USE PROPOSED Vertically Integrated: CHECKED PROPERTY INFORMATION General Location: NWC Main Street and Broadway Avenue Current Land Use: Commercial Total Acreage: 0.429 Prior Approvals(File Numbers): A-2019-0032 ZONING DISTRICT(S) O-T: CHECKED PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 05/29/2019 Landscape Plan Date(MM/DD/YYYY): 02/25/2019 Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: NMI D Primary Irrigation Source: Potable Water Secondary Irrigation Source: Potable Water Square Footage of Landscaped Areas to be Irrigated by City Water Connection: See approved permit set Number of Residential Units: 33 Minimum Square Footage of Living Area(Excluding Garage): See approved permit set Gross Density: See approved permit set Net Density: See approved permit set In Reclaimed Water Buffer: No What was the date of your pre-application meeting?: 01/28/2021 PLATS ONLY Number of Building Lots: 1 Number of Common Lots: 0 Total Number of Lots: 1 Minimum Lot Size: 0.429 acres Average Lot Size: 0.429 acres Area of Plat: 0.429 acres Plat Date(MM/DD/YYYY): 03/25/2021 QUALIFYING OPEN SPACE Acres of Qualified Open Space: N/A Percentage of Qualified Open Space: N/A QUALIFYING SITE AMENITIES Enclosed Bike Storage: CHECKED 33 E Broadway Avenue,Suite 102 Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Communication Infrastructure: CHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Bryan Appleby 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 0 RENNISON D E S I G N March 31, 2021 On-line Submittal Caleb Hood, Planning Division Manager City of Meridian, Planning Division 33 E. Broadway Avenue, Suite 102 Meridian, Idaho 83642 Re: Creamery South Condominium Plat—703 E. Main Street, Meridian, Idaho Short Plat Application Narrative Dear Caleb, On behalf of City Center Redevelopment, LLC(as Owner and Developer), please accept the enclosed Short Plat application referenced above for consideration. The proposed condominium plat is of the mixed use building currently under construction at the northwest corner of East Broadway and North Main Street,which was permitted under the name"Main2Meridian". The project met the requirements of the UDC at time of building permit. To our knowledge,the project still meets acceptable engineering and architectural standards and the plat has been prepared consistent with current surveying practices. The condominium was coordinated with city building and planning staff through the pre-application processes and is submitted here now for final processing. Thank you for your assistance with this project! Please let me know if you need anything further. Sincerely, Rennison Design V014-e- AWVY Bryan E.Appleby, PE Project Engineer 410 E. STATE STREET, SUITE 120, EAGLE, IGAHO 83616 1 208.938.2440 1 www.RENNISONCOMPANIES.COM ADA COUNTY RECORDER Phil McGrane 2019-055955 BOISE IDAHO Pgs=2 LISA BATT 06/27/2019 09:35 AM TITLEONE BOISE $15.00 r ll KCORDINLI Quitclaim Deed For value received, City Center Redevelopment,LLC,an Idaho limited liability company, Does hereby convey,release,remise,and forever quit claim unto City Center Redevelopment,LLC,an Idaho limited liability company, whose current address is 430 East State Street,Suite 100 Eagle,Idaho 83616, the following described premises: See Attached Legal Description To have and to hold the said premises,unto the said grantees,heirs and assigns forever. Date: JUNE 26,2019 City Center Re evelopment,LLC,an Idaho limited liability company By: Ca Roope,its Manager State of IDAHO,County of ADA,ss. On this 26th day of JUNE,2019, before me,the undersigned,a Notary Public in and for said State, personally appeared CALEB ROOPE, known or identified to me to be a MANAGER of the limited liability company that executed the within instrument and acknowledged to me that HE executed the same for and on behalf of said limited liability company and that such limited liability company executed it. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Wary 00106 Idaho Residing In: RQ9 a KATIE CALL EN My Commission Expires: Z COMMISSION#65899 NOTARY PUBLIC (seal) STATE OF IDAHO MY COMMISSION EXPIRES O7/08/2021 A 2% Sawtooth Land Surveying, LLC —M P: (208) 308-8104 F: (20(5) 398-8105 2030 S. Wa5hmgton Ave., Emmett, ID 8361 7 Parcel A Description BASIS OF BEARING, is S. 89021'57"E.,along the centerline of East Idaho Avenue, between a found 5/8"rebar with an illegible cap marking the intersection of N. Meridian Road and East Idaho Avenue and a 5/8" rebar with an illegible cap marking the intersection of East Idaho Avenue and North Main Street, City of Meridian, Ada County, Idaho. A parcel of land being Lots 2 and 3, Block 1 of Renewal Place Subdivision, on file in Book 106 of Plan at Pages 14631-14633, official records Ada County, Idaho, said parcel located in the NW1/4 of the SW1/4 of Section 7, Township 3 North, Range 1 East, B.M., City of Meridian, Ada County, Idaho, more particularly described as follows: BEGINNING at the SE corner of said Lot 2, from which a found 5/8"rebar with illegible cap bears S. 42035'58"E., 0.10 feet; Thence coincident with the exterior boundaries of said Lots 2 and 3 the following courses and distances: Thence N. 89022'16"W., coincident with the north right of way line of East Broadway Ave., a distance of 175.29 feet to a 5/8"rebar with cap PLS 11574, marking the beginning of a non-tangent curve right, having a radius of 14.50 feet; Thence 8.10 feet along the arc of said curve,through a central angle of 32001'30", subtended by a chord bearing N. 15024'54"W., 8.00 feet to a 5/8"rebar with cap PLS 11574; Thence N. 0003534"E., 17.47 feet to a 5/8"rebar with cap PLS 11574; Thence S. 8902234"E., 27.60 feet to a 5/8"rebar with cap PLS 11574; Thence N. 0003726"E., 94.89 feet to a 5/8"rebar with cap PLS 11574; Thence S. 89022'07"E., 149.81 feet to a 5/8"rebar with cap PLS 11574 on the west right of way line of N. Main St.; Thence S. 0003427"W., coincident with said west right of way line, a distance of 120.04 feet to the POINT OF BEGINNING; Parcel A contains 18,679 square feet or 0.429 acres more or less. 11574 w �EOF��'� 13 P:\2017\17317-MERIDIAN BLOCK TOPO-RENNISON\Survey\Drawings\Descriptions\Parcel A Description.docx Page 11 Creamery South Condominium AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO) COUNTY OF ADA) Caleb Roope 1, City Center Redevelopment, LLC 430 E State Street Eagle (name) Idaho (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: John Rennison Rennison Design 410 E State Street, Eagle, Idaho 83616 (name) (address) to submit the accompanying application(s)pertaining to that property. 2. 1 agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of Mt..r 20 � (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. t HEIDI RENNISON (Notary blic for O) Notary Public-State of Idaho Commission Number 20191615 Residing at: �, t My Commission Expires Aug 12, 2025 My Commission Expires: �)�(_�� 2S Community Development r Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 i. . .ricn rei: ny.ur pi::raur.g Brian Liquin From: Sub Name Mail <subnamemail@adacounty.id.gov> Sent: Thursday, February 4, 2021 4:14 AM To: Brian Liquin Cc: Jeff Beagley Subject: RE: Creamery South Condominium Name Reservation Follow Up Flag: FollowUp Flag Status: Flagged February 4, 2021 Jeff Beagley, Sawtooth Land Surveying Brian Liquin, Rennison Design RE: Subdivision Name Reservation: CREAMERY SOUTH CONDOMINIUM At your request, I will reserve the name Creamery South Condominium for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client,the jurisdiction or the conditions of approval have not been met, in which case the name can be re-used by someone else. Sincerely, Glen Smallwood Surveying Technician # Ada County Development Services 200 W. Front St., Boise, ID 83702 (208)287-7926 office '1- (208)287-7909 fox 1 Joseph Dodson From: noreply@meridiancity.org Sent: Tuesday, March 30, 2021 9:57 AM To: Bryan Appleby;tricks@meridiancity.org; rbeecroft@meridiancity.org Subject: Address Verification Complete Address verification is complete for record LDAV-2021-0221 Project: Creamery South Condominiums Address: 703 N MAIN ST MERIDIAN, ID 83642 Parcel(s): R7400290022 Lot: null Block: 1 Subdivision: RENEWAL PLACE SUB Comments: Address/parcel subject to change upon recording of plat 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. i 0 RENNISON D E S I G N March 29, 2021 On-line Submittal City of Meridian Community Development, Planning Division 33 E. Broadway Avenue, Suite 102 Meridian, Idaho 83642 Re: Creamery North and South Condominiums Plats—33 E. Idaho Avenue and 703 N. Main Street Certified Street Elevations Dear Sir or Madame, The approved civil engineering drawings for the above referenced project, prepared under my supervision,included minor parking and curb,gutter,and sidewalk improvements to existing public roadways(i.e., E. Broadway Avenue, N. Main Street, E. Idaho Avenue, N. Meridian Road,and an ACHD-owned alley). The surfaces of the existing roadways and associated improvements are all located a minimum of three feet above the highest established normal groundwater elevation. The geotechnical engineering report prepared by Materials Testing and Inspection (MTI File Number B190042g)"estimates groundwater depths to remain greater than approximately 18 feet below ground surface throughout the year." Thank you for your assistance with this project. Please contact me with any questions. Sincerely, Rennison Design �►oNac� Q�p4 S rF AA. � 126 5 TF OF %0 -i 9qN APP�-�0 3/29/21 Bryan E.Appleby, PE Project Engineer 410 E. STATE STREET, SUITE 120, EAGLE, IDAHO 83616 I 208.938.2440 I www.RENNISONCOMPANIES.COM wE IDIANr^-' Building Services Meridian City Hall, Suite 102 33 E. Broadway Avenue Community Development Meridian, Idaho 83642 Department Fire Code Plan Review Plan Reviewer JC Consultants—Consultants for City of Meridian Contract Fire Inspection/Plan Review Tom Walsh, Contract Fire Plans Examiner Cell: 208.985.5965/twalsh@meridiancity.org Date of Review 5/13/2019 Project Name and Address Main2Meridian Mixed Use—Bldg.A—703 N. Main St. Project Description New 4-story mixed-use shell building, with grade level parking and 3 levels of residential apartments above. Permit Number C-SHELL-2019-0007 C-MULTI-2019-0024 Design Professional Walter Lindgren - LL Architects Applicable Building Codes 2015 IBC, 2015 IFC, 2017 IECC, 2012 IMC, 2014 NEC, 2017 Idaho State Plumbing Code, ANSI-A117.1, and local amendments from Meridian City Code Title 10, 2016 NFPA 13, 2016 NFPA 72, 2015 IFC Appendixes A, B, C, D, E, F, G, H and I are all mandatory as adopted by local ordinance. Construction Type SHELL—Type 1A Multi-family—Type VB NOTE:Three (3) hour horizontal separation between construction types. Total Square Footage Bldg. Areas: Shell—11, 063 SF Multi-family—34, 707 SF NOTE: Frontage used to increase allowable areas Occupancy Classification Shell -S-2 with future M/A-2/B use areas Multi-family— R2 Occupant Load Shell -TBD Multifamily— 141 OL Exits Required and Provided 2 Exits Required—2 Exits provided Fire Sprinkler System +Standpipes Fire sprinkler system and standpipes required—see comment below Fire Alarm System Fire Alarm system required—Audible LF horn in each unit activated by the building fire sprinkler water flow. Smoke detectors required per IFC 907.2.11-CO detectors required per IFC 915 -see comment below Fire Flow Requirements Fire Flow required is 1,500 GPM—Two (2) existing fire hydrants located nearby-see comment below. Knox Key Box Knox Key box required—see comment below ® APPROVED AS SUBMITTED (See Plan Review Comments and Conditions,page 2) I. STANDARD PLAN REVIEW COMMENTS AND CONDITIONS Ph:208.887.2211/Fax 208.887.1297 • www.meridiancitv.ora • Inspection Line 208.887.1 155 Fire Code Plan Review 1 1) The approved plans and plan review comments shall be on site for ALL inspections. 2) Final approval of the project and Certificate of Occupancy will be provided after the completion of all final inspections. 3) Occupancy of this space shall not take place until all inspections have been completed and a CERTIFICATE OF OCCUPANCY is issued. 4) The approval of this plan does not relieve the applicant from responsibility to comply with all applicable codes and ordinances. II. FIRE FLOW AND FIRE HYDRANTS 1. The minimum required fire flow is 1,500 gallons per minute with a 20-pound residual pressure for two hours. The city Development Services Analyst will verify the available fire flow. Civil plans (Sht. C 4.0) shows fire hydrants located within proximity to this new building. III. GENERAL PLAN REVIEW COMMENTS AND CONDITIONS 1. Deferred Submittals: Provide one sets of plans and specifications for the automatic fire sprinkler and standpipe system and submit them to the Meridian Building Department,using the city's on-line access portal (see link below). All work, including the underground supply main for the sprinkler system shall be conducted by a contractor licensed by the Idaho State Fire Marshal's Office. The installation shall meet the applicable requirements including but not limited to 2015 IFC Section 903 and NFPA-13/13R 2016—Sprinkler Systems (IDAPA— 18 Chapter 49). Prior to commencing any work on any of the system, a permit shall be obtained from the Meridian Building Department. The permit fee is $4.25 per head with a minimum fee of$150.00. The shop drawings shall contain all the information noted in 2016 NFPA 13/13R— Chapter 23. 2. Deferred Submittals: Provide one set of plans and specifications for the fire alarm system, using the city's on-line access portal (see link below). Approval of the fire alarm system will be provided after review of the shop drawings and specifications. The design and installation shall be in accordance with the 2015 IFC 907 and 2016 NFPA-72—National Fire Alarm and Signaling Code. Prior to commencing the installation of the fire alarm system, a permit shall be obtained from the Meridian Building Department. The permit fee is $4.25 per device with a minimum fee of$150.00. The shop drawings shall contain all the information noted in 2016 NFPA 72— Chapter 7. (2015 IFC 901.2) 3. Provide permanent signs with one-inch letters for the main exit doors stating: THIS DOOR TO REMAIN UNLOCKED WHEN THE SPACE IS OCCUPIED. The door shall be keyed on Ph:208.887.2211/Fax 208.887.1297 • www.meridiancitv.ora • Inspection Line 208.887.1 155 Fire Code Plan Review 2 both sides (no thumb-turns) and the locking device shall be readily distinguishable as locked. (2015 IFC 1010.1.9.3) All other exit doors shall be openable from the inside without the use of special knowledge or effort. 4. Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the 2015 IBC shall not require tight grasping, tight pinching or twisting of the wrist to operate. (2015 IFC 1008.1.9.1) 5. Plans show one (1) fire extinguisher for the shell building and two (2) fire extinguishers for each residential floor level. They shall have a current service tag from a fire extinguisher company and installed in accessible and visible location. Mount the fire extinguishers at a maximum height of 48 inches above the floor to the top of the handle of the fire extinguisher. (2015 IFC 906.1 —906.9)Additional extinguishers may be required with TI submittals. 6. The elevator cab is indicated as sized required for a medical gurney(84"x 24"), in accordance with IBC section 3002.4. Additionally, a two-way communication system shall be provided for the residential floor elevator landings, in accordance with IBC section 1009.8, which shall include directions for its use. 7. Roof access shall be provided from at least one stairway—proposed ladder is acceptable. Such stairway shall be marked at the street and all floor levels with a sign indicating that the stairway continues to the roof(IFC section 504.3) 8. Provide 6-inch address numbers visible from N. Main St. (Meridian City Code—Title 10 Chapter 4 Section 505.1.1 and 2015 IFC 505.1) 9. Provide protective bollards (vehicle protection) for the gas meters on the south side wall of the parking area. (IFC sections 603.9 and 312) 10. Knox key box required. Contact the Meridian Fire Department at 888-1234 to order the Knox box and to install the keys into the box after installation. (IFC 2015 506.1 11. The general contractor shall be responsible for applicable requirements of the 2015 IFC Chapter 33: Fire Safety during Construction and Demolition. 12. Combustible materials shall not be stored in equipment rooms, including boiler rooms, mechanical rooms or electrical rooms. (2015 IFC 315.3.3) 13. Final approval of the project will be provided after the completion of all inspections and testing (2015 IFC 105 and 106) 14. Schedule all inspections using the on-line contractors account and submit the request by midnight the previous day for inspections for the following day. Ph:208.887.2211/Fax 208.887.1297 • www.meridiancitv.ora • Inspection Line 208.887.1 155 Fire Code Plan Review 3 15. This review is limited to the information submitted on the plans. Construction documents approved by the fire code official are approved with that such construction documents comply in all respects with this code. Review and approval by the fire code official shall not relieve the applicant of the responsibility of compliance with this code. (2015 IFC 105.4.4) **Any questions or responses can be directed to twalshgmeridiancity.org at 208-985-5965** Ph:208.887.2211/Fax 208.887.1297 • www.meridiancitv.ora • Inspection Line 208.887.1 155 Fire Code Plan Review 4 CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name: Old Town Lofts—Condo Map Date: 1/28/2021 Staff: Joe Dodson, Miranda Carson, Applicant(s)/Contact(s): Pacific West Communities—Joshua Everts, Sara Goldstein, Mark McAllister; Brian Liquin,Walt Lindgren, Amanda K. Schaus. Location: 703 N. Main Street&33 E. Idaho Avenue Size of Property: 1.34 ac. Comprehensive Plan FLUM Designation: Old Town Existing Use: Vertically Integrated w/apartments(in construction now) Existing Zoning: 0-T Proposed Use:Vertically Integrated w/condos(Applicant is still intending to utilize buildings as apartments but wants option of condos for the future). Proposed Zoning: N/A Surrounding Uses: Civic and Commercial to the south and southwest; Downtown Meridian to the east; Residential to the west; Residential/Commercial to the north. Street Buffer(s)and/or Land Use Buffer(s): N/A Open Space/Amenities/Pathways: Open space/Amenities provided with existing approvals for Old Town Lofts will be maintained. Access/Stub Streets:Access is provided via existing public streets(Main St and Idaho Avenue)and existing alleyways. Because this project is in the Old Town area, no stub streets are needed as all road networks are existing. Waterways/Flood plain/Topography/Hazards: N/A History: H-2019-0057(VAC),A-2019-0164 (PBA),A-2019-0032 (CZC,DES,ALT for`Bldg A"),A-2019-0033(CZC,DES,ALT for`Bldg B"). Additional Meeting Notes: In order to change the proposed apartments within this development into separate condos, a Short Plat is required, per UDC 11-66-5. Due to history of parcels with City and Applicants, Staff is requiring that a letter from MDC is submitted to the Planning Staff to ensure compliance with the existing agreement in place between Pacific West, MDC,and the City—Ashley Squvres(MDC) is the contact for this letter. -Water—Sub-metering is not permitted; City will bill main meter. Likely, Condo HOA would be billed and it would be the responsibility of that HOA to deal with tenants. 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) ❑ Settler's Irrigation District ❑ Parks Department,Kim Warren ❑ Idaho Transportation Dept.(ITD) ❑ Police Department ® Other:Meridian Development ❑ Republic Services ❑ Fire Department Corp.—to obtain letter,as discussed ❑ Central District Health Department ❑ Public Works Department ❑ Nampa Meridian Irrigation Dist.(NMID) ❑ Building Department 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. Vicinity Map for Creamery North and South Condominium kin _ - i ` ff dr drawl ,> 1 7 1 :-, PLAT SHOWING BOOK , PAGE CREAMERY SOUTH CONDOMINIUM LOTS 2 AND 3, BLOCK 1 OF RENEWAL PLACE SUBDIVISION LOCATED IN THE NW1/4 OF THE SW1/4 SECTION 7, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 ILLEGIBLE CAP BASIS OF BEARING ° - - - _ _ _ _ _ _ _ _ _ _ S 89021'57"E 522.70'(522.62') ILLEGIBLE CAP I EASE' IDAHO AVENUE o I SCALE 30 0 15 30 60 - - - - - - - - - - - - - - - - - - - - S 89021'57" E 449�19'(449.14') - - - - - - - - - - - - - - - - - - - I 33.6' 329.38' gNOUND 1/2"REBAR ( NO CAP,0.29'NORTH 119.81' y 40 FEET 1 INCH = 30 FT OF RIGHT OF WAY I I I �o o o o NOTES: N I 1.THIS PLAT IS SUBJECT TO THE CONDOMINIUM PROPERTY ACT,TITLE 55,CHAPTER 15, Lu L o OF IDAHO CODE. N 2. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF N I '" I MERIDIAN CITY ZONING ORDINANCE AT THE TIME OF THE BUILDING PERMIT. ALL LOT 0r C) a I AND TRACT SIZES SHALL MEET DIMENSIONAL STANDARDS AS ESTABLISHED IN THE CITY z o N OF MERIDIAN ZONING ORDINANCE. Ln I 3.ANY AMENDMENTS TO THIS CONDOMINIUM SHALL CONFORM TO THE APPLICABLE M °o I ZONING REGULATIONS IN EFFECT AT THE TIME OF AMENDMENT,OR AS ALLOWED BY o CONDITIONAL USE. N 4. BUILDING SURVEY TIES AS SHOWN HEREON ARE EXTERIOR CORNERS OF THE UNITS. y I I 5.THE USES,RESPONSIBILITIES,MAINTENANCE AND RELATIONSHIPS OF THE UNITS, COMMON AREA AND LIMITED COMMON AREA,AND THE DEFINITION OF A"UNIT"IS AS DESCRIBED IN THE CONDOMINIUM DECLARATIONS FOR THE MAIN2 MERIDIAN CONDOMINIUMS FILED FOR RECORD IN THE OFFICE OF THE ADA COUNTY RECORDER. M I FOUND 1/2"REBAR 0 6.THIS PLAT IS SUBJECT TO THE MEMORANDUM OF DEVELOPMENT AGREEMENT PER NO CAP,0.29'NORTH I M INST. NO. 2020074250. ° - - - - - - - - - - - - - - - - 329�69' _ _ _ _ _ - OF ALLEY 119.80, c 7.THIS PLAT IS SUBJECT TO THE AGREEMENT FOR CHANGE IN POINT OF r, j S 89°22'07"E 449.51'(449.50') - - - - - o LIABILITY FOR MAINTENANCE OF PRIVATE SEWER USER INFRASTRUCTURE IN THE L^ ACHD PERMANENT EASEMENT"A" �6 PUBLIC RIGHT OF WAY PER INST. NO. 2020081562. '' I SEWER CONSTRUCTION EASEMENT bo o INST. NO. 2019088837 0 I rMn 8.THIS PLAT IS SUBJECT TO THE MEMORANDUM OF OWNER PARTICIPATION 00 ° _ _ _ _ _ _ _ S 89022'07"E 299.73' (299.70') INST. N0. 126341 S 89°22'07" E 149.81' (149.85') PLS 11574 AGREEMENT BY AND BETWEEN THE URBAN RENEWAL AGENCY OF THE CITY OF -T - ° MERIDIAN,IDAHO ALSO KNOWN AS THE MERIDIAN DEVELOPMENT CORPORATION of I CSCLS5082 -I --- -------------------------------- --------711 N;;I- AND FARMERS AND MERCHANTS STATE BANK PER INST. NO. 104157566. I F- I ° 9.THIS PROJECT IS SUBJECT TO AN ACHD TEMPORARY LICENSE AGREEMENT O o Ln PER INST. NO. 2019088837. 10.THIS PLAT IS SUBJECT TO A PARKING EASEMENT AGREEMENT PER INST NO. \RECIPROCAL EASEMENT AGREEMENT c�p°� RENEWAL PLACE SUBDIVISION to AREA 3 INST. NO. 2019095315 BOOK 106 PAGE 14631-14633 Go �� -- o oI C) I co 0 j RECIPROCAL EASEMENT 00 I yI AGREEMENT AREA 1 o I j INST. NO. 2019095315 Q' o I00I w °CSC LS 5082 o N REFERENCES: t I N 0 I CURVE TABLE j I R1)THE AMENDED PLAT OF TOWNSITE OF MERIDIAN,BOOK 1 OF PLATS AT PAGE 30 cI CURVE I ARC LENGTH I RADIUS I DELTA ANGLE I CHORD BEARING I CHORD LENGTH I o R2)RENEWAL PLACE SUBDIVISION, BOOK 106 OF PLATS AT PAGES 14631-14633 o Cl 8.10' 14.50' 32001'30" N 15024'54"W 8.00' I o N R3) RECORD OF SURVEY NO. 11876,INST. NO. 2019050445 Z I I z �� M q ORo I !S I I LINE TABLE j 1�s, U) LINE BEARING DISTANCE PLS 11574° L2 F° BUILDING A FOUND 5/8" REBAR Ll N 00°35'54"E 17.47' RECIPROCAL EASEMENT AGREEMENT CSC LS 5082 L2 S 89°22'34' E 1 27.60' S 12°57'43"W 0.11' AREA 2 INST. NO. 2019095315 1-1 ------ j FROM CALCULATED I I 33.6' I POSITION i PLS 11574 ()1-- - o --i--_- ---- ----- - ---------------- --- ----- ---- -I I f ° — — — — — _ i !_-----_-- 40' SURVEYORS NARRATIVE: - - - - - - - - - - - - - - - - - - - � - - � -1 -- -- -- -- �� - --7 - P.O.B. ° N 89°22'16"W 274.54'(274.58') N 89°22'16 W 175.29' (175.32') SAWTOOTH LAND SURVEYING WAS CONTRACTED TO PREPARE THE CONDOMINIUM PLAT FOUND 5/8"REBAR AS SHOWN HEREON. ACHD SIDEWALK EASEMENT NO. 3 ACHD SIDEWALK EASEMENT N0.4 ILLEGIBLE CAP INST. N0. 104079887 INST. NO. 104079887(TO BE VACATED) S 42035'58"E 0.10' THE BOUNDARY FOR THIS PLAT WAS ESTABLISHED BY RECORD OF SURVEY NO. 11876. EAST BROADWAY AVE ACHD PERMANENT EASEMENT"B" PFROM OS T ONCULATED THE MONUMENTS WERE FOUND PER SAID SURVEY AND ACCEPTED FOR THIS PLAT. INST. NO. 2019088837 Nr ILLEGIBLE CAP S 75006'40"W 30.07'(TIE) 40.00' N 89022'16"W 523.45'(523.63') - - - - - - - PLS 11574 LEGEND VICINITY MAP PROPERTY BOUNDARY LINE EAST IDAHO AVENUE - - - - - ORIGINAL LOT/DEED LINE EASEMENT w CENTERLINE 2030 S. WASHINGTON AVE. z F- EMMETT, ID 83617 - z OO FOUND 5/8"REBAR AS NOTED AL SCALE 1 — 150 O FOUND 1/2"REBAR AS NOTED 4��,1 G�G i. (208) 398-8104 _ ® FOUND BRASS PLUG WITH MAGNETIC 115 4 / I !' �OO� FAX (208) 398-8105 PROJECT SITE 0 INSERT,PLS 11574 W b 0 z � CALCULATED POINT t�,3/25/2f z 9 of C0/�J/ CCC WWW.SA WTOO THLS.COM ( � RECORD INFORMATION F BE AGl'�' SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: EAST BROADWAY AVE DWG#: y EXISTING LOT NUMBER 1 OF 7 312021 DRM JB 120305 CONDO PLAT A PLAT SHOWING BOOK , PAGE CREAMERY SOUTH CONDOMINIUM LOTS 2 AND 3, BLOCK 1 OF RENEWAL PLACE SUBDIVISION LOCATED IN THE NW1/4 OF THE SW1/4 SECTION 7, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 J _ PLS 11574 6.10' 45.00' - -- -- - -- S 89°22'07" E 149.81' (149.85') -- -- -- -- -- CSC LS 5082 o C o 39.74' -- -- -- -- -- 57.25' -- -- °L4 0 CD C I ° ko o o N 89°22'07"W 18.00' RESIDENTIAL PARKING C 13.90' ° 4.10' 0 o N 89022'07"W 45.00' N 89022'07"W 57.25' I N O SCALE w TRASH o i° ENCLOSURE w o 0o C I 10 0 5 10 20 N N ° ° O 0 M p w w O O (V w v v 1 ( FEET ) z 13.90' 1r ' z o0 0 M I 1 INCH = 10 FT S 89°22'07" E 18.00' cn 000 z z N 89°22'07"W 45.00' L3 N 89022'07"W 41.50' I RESIDENTIAL PARKING I I 1 C C Ln IM 1lo lL I ^ ^ CHASER 1 I M M I 0 o STAIRWELL cn U-) ELECTRICAL I / ROOM S 89°22'07" E 19.00, I I I 1 RESIDENTIAL PARKING 1 4.35' ° LOBBY I N 89022'07"W 81.75' o 0 0 to C C I � rn 1� U °O °OLu 15.55' o I o u w ¢ ELEV. 14.33' rn o U N O v SHAFT Lu N ■ O rr) rl I Q M I N N C o0 00 14.32' rv, ELEV. I LEGEND CD I EQUIPMENT 0 z 4.35' S 89022'07" E 81.75' 00 ROOM M COMMON AREA 0 F 2.60' 10.27' � I CD I "' u') LIMITED COMMON AREA L w 19.49' 23.82' a I 4.92' 6.33' C u -- -- PROPERTY BOUNDARY LINE ,,, 12.66' 4.49' 0 2.60' 1.75' 2.00' 2. 2.00' 1.50, 00' C 100 @o FOUND 518"REBAR AS NOTED STAIRWELL o 172' o Imo" CHASER ° I ® FOUND BRASS PLUG WITH 1 4.49' C 5.87'I ° N 89022'05"W 22.79' MAGNETIC INSERT, PLS 11574 AS CHER 4.16' 1.46' N N i CALCULATED POINT 7.38' 1.50l 5.87' `� o I .033' 1.09, I ) RECORD INFORMATION FIRE �s ° RISER � PLS 11574 L2 1sF I COMMERCIAL CONDO UNIT 0.50' 1 -- -- -- -- o C m 10.19, oIF 0 0.95' I I I C 3.00'\ I J I m i 1 C O O 1 so AL oq 1.50' O 1.50, 3.00' o I CD 1.50' 0 1.50'11.00' 1 o 35.99' 11.00' PLS 11574 0 48.98 30.28' 0.95'--- I O a 115 4 I 3/z51zI OF o -- -- -- -- -- -- BEAD -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - 022 16" W 175.29' (175.32') FOUND 5/8" REBAR ILLEGIBLE CAP LINE BEARING DISTANCE S 42035'58" E 0.10' FROM CALCULATED POSITION Ll N 00035'54" E 17.47' FIRST FLOOR L2 S 89022'34" E 27.60' L3 S 89022'06" E 3.25' L4 S 89022'07" E 1.70' 2030 S. WASHINGTON AVE. L5 N 0003726" E 1.96' CURVE TABLE EMMETT ID 83617 CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH Cl1 8.10-1 14.50' 32001'30" 1 N 15024-54"W 8.00' (208) 398-8104 FAX (208) 398-8105 Card Cul-vc)ll gq CCC WWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 2 OF 7 312021 DRM 1B 120305 CONDO PLAT-A PLAT SHOWING BOOK , PAGE CREAMERY SOUTH CONDOMINIUM LOTS 2 AND 3, BLOCK 1 OF RENEWAL PLACE SUBDIVISION LOCATED IN THE NW1/4 OF THE SW1/4 SECTION 7, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 0 0 0 Lq 0 35.00' ol 25.25' 2.00' SCALE 0.25' 10 0 5 10 20 ( FEET ) Ln NJ1 INCH = 10 FT w O UNIT A5 N uN, UNIT A6 N 0.50, 0 0.50, Ln o M Lfl O 0.50' 6.50' CHASER ol ol ol 6.50' _ 23.42' v, u, rn 4.25' S.33' r 0 STAIRWELL LEGEND 27.50' BALCONY BALCONY 0 0 0 11.00' - COMMON AREA �n 10.00' Ln 10.00' u, 27.50' 1.50' 0 0 6 o STORAGE 1.50, O o 0 0 - � m � LIMITED COMMON AREA 10.83' 0 2.50, 12.25' 12.25' 2.50' p w 24.00' V oM �1.50' 1.5 o 0.50' 13.67' 0.50, 0.50,-" 12.75 1.00, 0.25' o ELEVATOR UNIT A7 o; SHAFT 00 10 0 1.50, V O on UNIT A2 V � UNIT A3 UNIT A4 1.00' o "' rn N o (V Ul Ul N N O N 0 0 Lq Lq 0.50' 0 0 27.50' 11.33' 27.50' 0.50' 0.50' 0.50' COMMON rn rr AREA W N CHASER 1.50' o ELECT. a 1.00, 23.42' 1.00, 1.00, 1.00' 1.00, 1.00, °' ROOM � / 4.92' 1 4.67' 4.50' 6.92' 6.92' 11.92' "6.92" 12.50' M 0 STAIRWELL HALLWAY o 4.67' 6.92' 11.92' / 6.92' 6.92' 11.92' 6.92' 20.50' o o q 4.92' / 4.67' / 4.67' 4.67' CHASER 23.42' 1.00, 1.00, 1.00, 1.00, 1.00, 1.00, CHASER 1.50, 1.00' 3.42' 3.42' 0.50' 0.50' 0.50' 0.50' 0.50' 0.50' N N 41 41 N N Ul Ul O O V V O_ O Ln Ln o� UNIT Al O o UNIT Al UNIT A10 UNIT A9 UNIT A8 �L N O O O_ O 4 0.50' o 0 0.25' 0 0 0 6 a 115 4 �, u, u, 0.25' 12.75' 0.50' 0 13.67' 0 0.50'� o ti 3/25/2IQ 0 1.50' 0.25' 12.75' 1.50' 1.50'-.i �/1.00' 1.50' 13.67' 1.50' 4, OF 1� 10.83' ri 2.50' 12.00, \� 10.75' 12.25' 2.50' -2.50' 11.50' 11.083' 17.54' ,� OFFzzzzzzzzz 0 O O 10.00, 10.00, BALCONY BALCONY FLOORS 2 4 2030 S. WASHINGTON AVE. EMMETT, ID 83617 (208) 398-8104 FAX (208) 398-8105 Card Cul-vc)II gq CCC WWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 3 OF 7 312021 DRM JB 120305 CONDO PLAT-A PLAT SHOWING BOOK , PAGE CREAMERY SOUTH CONDOMINIUM LOTS 2 AND 3, BLOCK 1 OF RENEWAL PLACE SUBDIVISION LOCATED IN THE NW1/4 OF THE SW1/4 SECTION 7, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 SCALE 15 0 7.5 15 30 ( FEET ) 1 INCH = 15 FT ROOF LEVEL= 149.50' 0 0 0 0 00 00 FOURTH LEVEL= 136.35' 0 0 0 0 co co THIRD LEVEL= 126.21' LEGEND 0 o COMMON AREA 0 0 SECOND LEVEL= 116.00' 0 0 r-i ri GROUND LEVEL= 100.00' SOUTH ELEVATION BUILDING A ROOF LEVEL= 149.50' 0 0 0 0 00 00 FOURTH LEVEL= 136.35' 0 0 0 0 00 00 THIRD LEVEL= 126.21' 0 0 0 0 Go 00 SECOND LEVEL= 116.00' GROUND LEVEL= 100.00' pQ,, 115 4 c1�3/25/21 97,P of WEST ELEVATION OFF BEAG�'�' BUILDING A 2030 S. WASHINGTON AVE. Aw� EMMETT, ID 83617 9'an'zi/L (208) 398-8104 [41 y y y yl� FAX (208) 398-8105 C cC Ca1-vcy?q, CCC WWW.SAWTOOTHLS.COM SHEET., DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 4 OF 7 312021 DRM JB 120305 CO°r Oo Pear-A PLAT SHOWING BOOK , PAGE CREAMERY SOUTH CONDOMINIUM LOTS 2 AND 3, BLOCK 1 OF RENEWAL PLACE SUBDIVISION LOCATED IN THE NW1/4 OF THE SW1/4 SECTION 7, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 SCALE 15 0 7.5 15 30 ( FEET ) 1 INCH = 15 FT ROOF LEVEL= 149.50' 0 0 0 0 00 00 FOURTH LEVEL= 136.35' 0 0 0 0 Go 00 THIRD LEVEL= 126.21' 0 LEGEND co 00 SECOND LEVEL= 116.00' COMMON AREA 0 0 cw Oo ri rvi GROUND LEVEL= 100.00' NORTH ELEVATION BUILDING A ROOF LEVEL= 149.50' 0 0 0 0 00 00 FOURTH LEVEL= 136.35' 0 0 0 0 00 ai THIRD LEVEL= 126.21' 0 0 0 0 00 00 SECOND LEVEL= 116.00' M M o a 115 4 �, GROUND LEVEL= 100.00' c1%3/2OF 5/12�I�J EAST ELEVATION �YY BUILDING A F BEAG�'�� 2030 S. WASHINGTON AVE. LEMMETT, ID 83617 (208) 398-8104 [41 y y y yl� FAX (208) 398-8105 C cC Ca1-vcy?q, CCC WWW.SAWTOOTHLS.COM SHEET., DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 5 OF 7 312021 DRM JB 120305 CONDO PLAT-A PLAT SHOWING BOOK , PAGE CREAMERY SOUTH CONDOMINIUM LOTS 2 AND 3, BLOCK 1 OF RENEWAL PLACE SUBDIVISION LOCATED IN THE NW1/4 OF THE SW1/4 SECTION 7, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 CERTIFICATE OF OWNER: ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: STATE OF IDAHO l THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW AND DEPICTED ON } SS THE PLAT, THAT IT IS THE OWNER'S INTENTION TO CREATE A CONDOMINIUM PROJECT, AND THAT OWNER COUNTY OF ADA JJJ CONSENTS TO THE RECORDATION OF DOCUMENTS PURSUANT TO CHAPTER 15, TITLE 50 OF THE IDAHO CODE; THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS CONDOMINIUM WILL RECEIVE DOMESTIC WATER ON THIS_ DAY OF , 2021, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, INCORPORATED AND THAT THE CITY OF FOR SAID STATE, PERSONALLY APPEARED , KNOWN OR IDENTIFIED TO ME TO BE A MERIDIAN, IDAHO, HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334) MEMBER OF , THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE THE SAME. SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. CERTIFICATE FIRST ABOVE WRITTEN. NOTARY PUBLIC FOR IDAHO A PARCEL OF LAND BEING LOTS 2 AND 3, BLOCK 1 OF RENEWAL PLACE SUBDIVISION, ON FILE IN BOOK RESIDING AT 106 OF PLATS AT PAGES 14631-14633, OF OFFICIAL RECORDS ADA COUNTY, IDAHO, SAID PARCEL LOCATED IN THE NW114 OF THE SW114 OF SECTION 7, TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M., CITY MY COMMISSION EXPIRES OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SE CORNER OF SAID LOT 2, FROM WHICH A FOUND 518"REBAR WITH ILLEGIBLE CAP BEARS S. 4203558"E., 0.10 FEET; THENCE COINCIDENT WITH THE EXTERIOR BOUNDARIES OF SAID LOTS 2 AND 3 THE FOLLOWING COURSES AND DISTANCES: THENCE NORTH 89022'16" WEST, COINCIDENT WITH THE NORTH RIGHT OF WAY LINE OF EAST BROADWAY AVENUE, A DISTANCE OF 175.29 FEET TO A 518"REBAR WITH CAP PLS 11574, MARKING THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT, HAVING RADIUS OF 14.50 FEET; THENCE 8.10 FEET ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 32001'30", SUBTENDED BY A CHORD BEARING NORTH 15024'5" WEST, 8.00 FEET TO A 518"REBAR WITH CAP PLS 11574; THENCE NORTH 0003534"EAST, 17.47 FEET TO A 518"REBAR WITH CAP PLS 11574; THENCE SOUTH 8902234"EAST, 27.60 FEET TO A 518"REBAR WITH CAP PLS 11574; THENCE NORTH 0003726"EAST, 94.89 FEET TO A BRASS PLUG WITH MAGNET INSERT PLS 11574; THENCE SOUTH 89022'07"EAST, 149.81 FEET TO A 518"REBAR WITH CAP PLS 11574 ON THE WEST RIGHT OF WAY LINE OF N. MAIN ST.; THENCE SOUTH 0003427" WEST, COINCIDENT WITH SAID WEST RIGHT OF WAY LINE, A DISTANCE OF CERTIFICATE OF SURVEYOR 120.04 FEET TO THE POINT OF BEGINNING. I, JEFF BEAGLEY, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED THE ABOVE DESCRIBED PARCEL CONTAINS 0.429 ACRES, MORE OR LESS. BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CONDOMINIUMS. CITY CENTER REDEVELOPMENT, LLC AL SGZ 4 V� 115 4 JEFF BEAGLEY t,3/25/21 P.L.S. 11574 9 OF BE AG1�� 2030 S. WASHINGTON AVE. EMMETT, ID 83617 (208) 398-8104 FAX (208) 398-8105 CcCCurleyiy, CCCWWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 6 OF 7 312021 DRM JB 120305 CONDO PLAT-A PLAT SHOWING BOOK , PAGE CREAMERY SOUTH CONDOMINIUM LOTS 2 AND 3, BLOCK 1 OF RENEWAL PLACE SUBDIVISION LOCATED IN THE NW1/4 OF THE SW1/4 SECTION 7, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 APPROVAL OF CENTRAL DISTRICT HEALTH APPROVAL OF CITY COUNCIL SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED. I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2021 THIS PLAT WAS DULY ACCEPTED 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. AND APPROVED. CENTRAL DISTRICT HEALTH, EHS DATE CITY CLERK DATE CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. APPROVAL OF ADA COUNTY HIGHWAY DISTRICT COUNTY SURVEYOR DATE JERRY L. HASTINGS, PLS 5359 THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF , 2021. PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATE CERTIFICATE OF COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN "PAID IN FULL" THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. COUNTY TREASURER DATE APPROVAL OF CITY ENGINEER COUNTY RECORDERS CERTIFICATE I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY STATE OF IDAHO l APPROVE THIS PLAT. T SS COUNTY OF ADA J I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC. AT MINUTES PAST O'CLOCK M THIS DAY OF , 2021, A.D., AND WAS DULY CITY ENGINEER DATE RECORDED IN BOOK OF PLATS AT PAGES THROUGH , INSTRUMENT NUMBER DEPUTY EX-OFFICIO RECORDER 2030 S. WASHINGTON AVE. EMMETT, ID 83617 (208) 398-8104 a 115 4 FAX (208) 398-8105 cq�3/25/2_1¢ f52[4/F00 OF f�FF BEAG�' CcnCCuNeyiy CCCWWW.SAWTOOTHLS.COM SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 7 OF 7 312021 DRM JB 120305 CONDO PLAT-A I � co a 8"GI 8••GI L a 40 Q o ° OT 01� Q IN o ® 2 E BIK ° o ® ®� U Q.N in E ®� E �® ® OT ° ❑E a ° @ 3 \❑ SD -8 2 40 N SD SD SD L v J O INSTALL NEW TREE GRATE - COORDINATE 0 Q m WITH THE CITY OF MERIDIAN INSTALLATION v DETAILS, TYPICAL OF 4 TOTAL = EXTEND THE EXISTING IRRIGATION a Y - L I N D G R E N : L A B R I E N89 2206 W 522.68 MAINLINES AS NECESSARY - a u Q 0 c — — — — — — — o o, � M A R C H I T E C T U R E E . IDAHO AVENUE —COORDINATE WITH THE CITY of - — — No m — — - - 40 \ MERIDIAN, VERIFY LOCATION J � - I O O 40' Q r J o o ■ SD— .\ ❑ �n � Nmr� E ZCb in 40 , W ® O ® ® O ® O ® E O �❑ ® ° I ••••ln••• ❑ T � 0 OF •• _ _ S .c ■ r-- i — i---- — ` E 40' ' Sl O��D'R�T�, �••1 �i / \ LU 9C 8" Cal. maple tree e p / \ I \ / C3� 10" Gal, flowerin ear / � — \ 1 i -,� � LA- 16827 I — / trees to be removed I I to be removed I \\� 18" Cal. 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Pin trees i _ I Q 1 fo 0 0 o a o 0 o I - _- \1 I O \ 14" Gal. pine tree L_/_ \ I I I 1 rill1 U —i o 0 o p o o a I U 12" Cal. Maple tree -� BUILDING TO REMAIN t0 be emOVe - -i r---- � r-- � r- � ri r- ' I E 1 IO o o o q 0 0 0 1 l to be removed y I � wrID _� u 00 o h o o a ! --_--- 12" Gal. H ne I cus i� / \ J to be removed tree to to em ved l \ / \ — / l0 0 0 o d o 0 0 1 I --�------ W Cho [Id�aha A�'/C nus I I P O 0 o i0 0 o cl I ° 9 2lSo- ----- ------ ------ ------ --------------------------------------------- I 1 l0°o°o o O o I 2 ILL E L LLl �8170M �ioo o Q�671�000 3� _______.. I Y0000 1HH \ I I-- --------- E \�/ \ / \ / \ 14" Cal. flowering pear 14 Cal. flowering pea / I o 0 0 oX�0 1 / --4------� 77- / 1 000oq (oo0 IIO - - tree to be removed - - tree to be removed l 0000 d 0 0 0 1 I 0100 ------! \ 000 O \ / i 6000 00 od \ X / J� / I l l0000q o 0 Junip rs to be I 1 10o0 po oc1 10 O O O q 0 0 0 1 -;-.------� �=�1 O rmeo ed �' I l ® ® ® PARKING AT GROUND LEVEL I P o 0 o h o 0 01 I �oOO C� 1 1 1000% o001 + I 1 „ I 2009 r�o o°i N 8 Cal. Hornbeam z - — — o LL tre to be removed �p CI�RPORT --�------- IW dt(o UJ LIJ Z p ----- 0 0 ?7 ----- Oc�gEh --- — — — — -- -------�-L-�- cn L---- 8'GI - - -- - _ - - - M 10'' Ca I. flowering pear -- L----J M r~/-� GIB v\ 8"S 8"S 8.,G8i'S 8"S tree to I rwwveel a 'S B;,S 8"S \ 8"S A C H D ALLEYCII ------------- ----------------- ..S s"S Q Z s"GI 2'X2' SANDSTONE — =-�------------------------------' w - - - - _ _ - Z �I BOULDER (TYPICAL _ _ w a — 14 Ca lI. mare to s GI T �n — I I � be removed I M Q UJ LIJ cn ------------------------------ to r -- ------- ---------- -------- --------- _-__--_--- M ------ - T---- O ------- ----� --J ° ° o I CARPORT PARKING AT GROUND LEVEL — Z Z r- I I ❑ --I-1---- ---1----L--- ---- --- ® I ® ® I I r-a-a-a-6 a zr z O — CID Io 0 0 0 0 0 0 713 Cho Main ��rrc�c�� o BIKE PARKING J �-- l-0n°o°000�o o�parr o�0 �loo G3710Oo0-0-030o Z .(6 4)....p.-.E,_Q...O----E�-•-- - � i� UJ Q - - - - - - - - - - - o I I I D I ' N ----i �jLJ Li ILI UJ tan ° �� 0 1 PARKING AT GROUND LEVEL _,�_ _ Q MWATER I �� y - --- - STbR I ' � -- ® ® ® LU o I SWAGE 10" Ca I. DECIDUOUS tree 1 I to be removed ® I I 1 0 710�3 Cho �Mlao1� ��Tc�c�� I 1 I ' Lu p�pW No. R77400 00�g00�0 5 Cal. flowerin ear BUILDING TO REMAIN g p o w tree to be removed i Z O I O O O I I I d U �� n — NEW MIXED USE BUILDING A CA N N I ❑ ° - O ° -- BID (� --------------- O `r"TM ------ --------------- --------------- -- --------- -- O - - - --------- -- I -------- -- -- - -- ----------- I I I I I I I I C ____J L----J L----J E OT 40 — E ® — ° ® --�®— o ° ®— — — —�- — — — — PATIO CAFE 8"GI 8" 8"GI `GI I g••G1 s"GI X X X X 40' g•�G1 8"GI 8"GI 8"GI ■ ° o o ISON L � f ❑ I-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- o I SO 40' ---------------- ---- ------------------------------------------------------------------------------------------- ° N A o O NOTE: REMOVE AND REPLACE MAPLE TREES EXISTING TREE GRATES TO REMAIN, '7 THAT ARE DAMAGED OR DISEASED AS RETAIN AND PROTECT THROUGH OUT 8"c� o00 COPYRIGHT ©2019 Lindgren:Labrie NECESSARY - COORDINATE WITH THE CITY OF CONSTRUCTION �, Architecture, PLLC Any use, reproduction MERID IAN WITH 2" CAL TREES TO MATCH THE =18!m •� — or modification of the documents or the I8's — information contained herein without the \ \ 18"S 1s"s 18 N 8 EXISTING VARIETY 1s"s \O 18'S 18"S 18'•S prior written permission of Lindgren:Labrie Architecture, PLLC 18"S 18"S O 18 E . B R O A D W A Y AVENUE violates the Copyright laws of the United \ \ o as..5� ENUE \❑ 15"SD 15"SD 15"SD 15"SD 15"SD - 15"SD \ 15"SD 15"SD 15"SD 9•C/ \❑ 15"SD States and will subject the violator to nm 15"sD \� legal prosecution. O O 00 DRAWING SET ISSUED FOR N G 50% REVIEW z N LANDSCAPE Slyce Box Y �V Pine Ave E Pine Ave E PROJECT CONTACTS PLAN OWNER OWNER OWNER CZC APPLICATION CHECKLIST REQUIREMENTS Flatbread Neapolitan Pizzeria Ti MERIDIAN DEVELOPMENT CORP. NOVEMBREWHISKY PROPERTIES, LLC CITY OF MERIDIAN ASHLEY SQUYRES JOSHUA EVARTS 33 E. IDAHO AVENUE Width of street buffer: DRAWING SHEET REVISIONS Paufy's Bar Room ° 713 N. MAIN STREET 703 N. MAIN STREET MERIDIAN, IDAHO 83642 Broadway Avenue N/A LANDSCAPE PLAN x DATE REMARKS LU MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 Idaho Avenue N/A N. Meridian Street N/A Sunrise W Idaho Ave E Idaho Ave Batter ,Cafe TI Deja Brev;Laugh DEVELOPER CIVIL ENGINEER ELECTRICAL ENGINEER Main Street I I O I O � m m m PACIFIC WEST COMMUNITIES, INC RENNISON ENGINEERING DC ENGINEERING Residential Subdivision Trees: N/A 1A.eiiusan a 127 club 7 CALEB ROOPE BRYAN E.APPLEBY, PE JON GORANSON i-;, FY 430 E.STATE STREET,STE 100 410 E.STATE STREET, SUITE 120 440 E.CORPORATE DRIVE Acreage and percentage dedicated for common open space: SITE �I I r JiSirit'i � `" `' = EAGLE, IDAHO 83616 EAGLE, IDAHO 83616 MERIDIAN, IDAHO 83642 Refer to Architectural Plans !' N $ " "' (208) 461-0022 (208)938-2440 (208)493-0009 Acreage and percentage dedicated for qualified open space: Refer to Architectural Plans � "9%roaclway Ave" � `a Busted ARCHITECT LANDSCAPE ARCHITECT STRUCTURAL ENGINEER Shovel Bar&Grill Number of Trees provided on common lots: N/A LINDGREN : LABRIE ARCHITECTURE SOUTH BECK&BAIRD DC ENGINEERING Cityof WALT LINDGREN JAY GIBBONS,ASLA JONNY KNOPP, S.E. Mitigation for removal of existing trees: Coordinate with the City of 247 N. EAGLE ROAD 2002 S.VISTA AVENUE 440 E. CORPORATE DRIVE SEE SHEET L2 O FOR PLANT LIST JAG Meridian Meridian for tree health unwanted varities and mitigation numbers. • • EAGLE, IDAHO 83616 BOISE, IDAHO 83705 MERIDIAN, IDAHO 83642 � • , DRAWN BY: (208)484-2293 (208)938-2440 (208)493-0048 N LANDSCAPE NOTES, AND PLANTING CHECKED BY: JDR DETAILS. DATE: 25 FEB 2019 ilroad St W Railroad St E Raiiraad St SCALE: AS NOTED LOCATION MAP JOB No. 18174 N N75 Ll 00 V a i E NOTE: m o, o e PLANT SCHEDULE COORDINATE ITN THE CITY OF MERIDIAN: N CITY PARKS SHALL PROVIDE FRAME TO , :3 Q PROVIDED BY THE CITY OF CONCRETE CONTRACTOR FOR INSTALLATION. -t FINISH G1zADE KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS MERIDIAN PARKS DEPARTMENT COORDINATE WITH CONCRETE CONTRACTOR c 1 v a COMMON NAME (*NOTE: ALL TREES TO BE GRADE "I) FOR SCHEDULE OF POUR AT BEGINNING OF v @J TREES CONSTRUCTION. m N AP Acer platanoides 'Ezestre' 211545 35' hgt. 20' wide CLASS II 'L UNDI5TUR5ED r' Easy Street Maple THICKENED SLAB -t SUBGfRADE s 'a URBAN ACCESSORIES TYPE "8" OR TYPE "R" 4'XS' FRAME " v AC Acer platanoides 'Columnar' 211545 35' hgt. 15' wide CLASS I1 TYPICAL 3 SIDES Q m u Columnar Norway Maple OF TREE GRATE AS REQUIRED. INSTALL TYPE "R" FOR GRATES ADJACENT v °� v 4- L I N D G R E N : L A B R I E TO EXISTING CURBING AND TYPE S FOR NEW CONCRETE a Y > Ln O PC Pyrus calleryana 'Glen's Form' 2" 545 30' hgt. 15' wide CLASS I AREAS. INSTALL PER MANUFACTURE'S RECOMMENDATIONS. a c", Q rn A R C H I T E C T U R E Chanticleer Flowering Pear BOULDER PLACEMENT DETAIL m CONCRETE PAVING SEE CIVIL 3/1 " 3/16" FOR EXPANSION No SCALE 0 Ln a; m II II BETWEEN FRAME AND GRATE " o • SHRUBS - - H O CD m CD BM Buxus x 'Green Gem' 2 Gal. 3' hgt. x 3' wide a a a as a s a Careen Gem Boxwood _ ' Cb BT Berberis thunbergii 'Helmond Pillar' 2 Gal. 2' hgt. x 2' wide a \\jj/ a Helmond Pillar Barberry \\� I �.`` '••.� CO Cornus a Iba 'Ba i Iha lo' S Gal. 6' h t. x 6' wide � OF 9 /\ -:.:_:......• - :'_''% PLANT SHRUB AT SAME ' •' �P '• Ivor Halo Do wood 1'-0" I \� '=`- ��/�� I INSTALL TOUIRNE60L ROOT BARRIERS (OR APPROVED ; S �D.Rol� o y g \/\ 24 MIN. ELEVATION AS NURSERY o l / EQUAL), INSTALL 2 ABOVE FINISH GRADE ON ALL 4 SIDES s 10 EF Euonymus japonicas 'Careen Spire' 2 Ga L . 4' hgt. x 2' wide \\ 3" MIN. DEPTH OF ORGANIC: SOIL O ► t- � OF THE TREE GRATE OPENING. A MINIMUM OF 24 DEPTH Green Spire Euonymus III-III „ AIDE MULCH (OR APPROVED III ADJACENT TO CURBS AND A MINIMUM OF IS DEPTH EQUAL), KEEP BARK MULCH A JH Juniperus horizontalis 'Blue Chip' 2 Gal. 6" hgt. x 4' wide III= ' 3 WATER � . PEA GRAVEL 2" DEEP, ADJACENT TO SIDEWALKS, PER MANUFACTURERS MIN. OF P AWAY FROM TRUNK LA- 16827 Blue Chip Juniper RETENTION BERM ors • : MJ Juniperus scopulorum 'Blue Arrow' 4-6' BBB 12' hgt. x 2' wide VOIDS IN TREE GRATE PLANTING SOIL RECOMMENDATIONS. Blue Arrow Juniper 15 � �.� PO Pines strobes 'Blue Shag' S Gal. 4' h t. x 4' wide AFTER INSTALLATION. III=III FINISH GRADE �� . lqNDSC g TREE GRATE DETAIL BACKFILL W/ III 4 Blue Shag Eastern White Pine 3 No SCALE PLANTING SOIL ROOT BALL RF Rosa x 'Nearly Wild' 5 Gal. 3' hgt. x 3' wide Nearly Wild Rose (Floribunda) UHF Weigela florida 'Bramwell' 2 Gal. 3' hgt. 3' wide DETAIL FOR REFERENCE ONLY: COORDINATE NEW TREE II�ICI�I, ll�lll�111 SNOISTURBED Fine Wine Weigela GRATES WITH THE CITY OF MERIDIAN PARKS DEPARTMENT - GROUND COVERS/ GRASSES/ PERENNIALS NOTE - DIG HOLE TWICE THE 81ZE OF ROOT BALL CA Calamagrostis x. acutiflora 'Overdam' 2 Gal. a 36" O.C. 3' hgt. x 2' wide CONTRACTOR TO INSTALL CONCRETE, FRAME AND IRRIGATION CV Cor Dwarf Feather Grassata Moonbeam' 1 Gal. 36" O.G. 12" hgt. x IS" wide STUB-OUT. MERIDIAN PARKS WILL INSTALL TREE, GRATE AND 2 SHRUB PL NO ANTING DETAIL SCALE Moonbeam Threadlea f Tickseed IRRIGATION FO Festuca ovina glauca 'Elijah' 1 Gal. 6 36" O.C. 16" hgt. x 16" wide Elijah Blue Fescue GS Geranium sanguineum 'Striatum' I Gal. a 24" O.C. 6" hgt. x 12" wide Striped Bloody Cranesbill HH Hemerocallis x 'Stella De Oro' 1 Gal. 48" O.G. 18" hgt. x 2' wide Stella De Oro Daylilly LL Lavandula angustifolia 'Dilly Dilly' 1 Gal. 36" O.G. 12" hgt. x IS" wide PLANT TREE AT SAME Dilly Dilly Lavender ELEVATION AS NURSERY REMOVE DEAD/DAMAGED BRANCHES AND PA Pennisetum alopecuroides 'Little Bunny' 1 Gal. 36" O.G. 2' hgt. x 3' wide PRUNE TO INTERNATIONAL SOCIETY OF Little Bunny Dwarf Fountain Grass PLANT TREE AT REMOVE DEAD/DAMAGED BRANCHES AND ARBORICULTURE STANDARDS, IMPROPERLY PAN Pennisetum alopecuroides 'Hameln' 2 Gal. 3611 O.G. 2' hgt. x 3' wide SAME ELEVATION PRUNED TREES SHALL BE REPLACED Hamlen Dwarf Fountain Grass AS NURSERY � PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS, IMPROPERLY RL Rudbeckia 'Little Goldstar' 1 Gal. 36" O.C. 2' hgt. x 2' wide PRUNED TREES SHALL BE REPLACED Little Goldstar Black Eyed Susan PQ Parthenocissus quinquefolia 'Troki' 1 Gal. 24" A O.C. SPREADING TO 15 FT. DIA. WOODEN POLE (LENGTH AS REQUIRED) SET STAKES CINCH TIE ATTACH R UNK FIRMLY TO POLE W/ SEE NOTES Red Wall Virginia Creeper PARALLEL TO PREVAILING ATTACH TRUNK FIRMLY TO POLE W/ WIND, SEE NOTES CINCH TIE. SEE NOTES 3" DIA. WOODEN POLE APPROVED TREE WRAP (LENGTH AS REQUIRED) C) N FOLD BACK BURLAP 1/4 WAY OR FROM BALL TO FIRST BRANCH UJ LIJ REMOVE WIRE BASKET FROM ROOT 3 MIN. DEPTH OF ORGANIC SOIL AIDE MULCH BALL AS SUPPLIED AND REQUIRED 4" MIN. VISIBLE TRUNK (OR APPROVED EQUAL), KEEP MULCH A MIN. 00 FLARE VISIBLE TRUNK FLARE OF 3" AWAY FROM TRUNK z O LANDSCAPE NOTES II � 3" MIN. DEPTH OF ORGANIC SOIL AIDE MULCH 3" WATER � � 3 WATER (OR APPROVED EQUAL), KEEP MULCH A MIN. (10 RETENTION BERM OF 3" AWAY FROM TRUNK RETENTION BERM O 1. All plant material shall conform to the American Nurseryman Standards for a and size shown. Plants will be SET TOP OF ROOT p y type _ FOLD BACK BURLAP 1/4 WAY OR REMOVE WIRE Z J C rejected if not in a sound and healthy condition. All plant material shall be Grade 01 or better. SET TOP OF ROOT BALL = BALL 2" ABOVE - 12 - BASKET FROM ROOT BALL AS SUPPLIED AND (6 2. All planting beds shall be covered with a minimum of a 3" depth of black soil aide mulch (or equal). Submit 2" ABOVE FINISH GRADE =III= - FINISH GRADE -III III- REQUIRED UNNN1 _0 sample for approval by Owner. II •i 3. An lawn areas of existing lawn dama ed during construction shall be sodded with 1009. Turf Type Tall - III-III- I - I I I y g g g yp BACKFILL W/ -I I _ _ =III BACKFILL W/ - 1= Fescue (Festuca arundinacia). Contractor shall verify and coordinate with the Owner or Owners representative. PLANTING SOIL - -III-I I I- - = III- - UNDISTURBED 4. All plant material shall be guaranteed for a period of one year beginning at the date of acceptance by _I -III III -UNDISTURBED PLANTING SOIL III - Q Owner. Replace all plant material found dead or not in a healthy condition immediately with the same size and 36" MIN. SOIL 36" MIN. SOIL UJ species at no cost to the Owner. OR TWICE THE SIZE OF PLANT BALLOR TWICE THE SIZE OF ROOTBALL 5. Planting backfill for trees and planting beds shall be 5 parts topsoil and 1 part compost with straw. Stake Q all trees per details. NOTES: NOTES: 6. All planting beds shall have 12" of topsoil (minimum). Topsoil shall be a loose, friable, sandy loam, clean and 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER THE 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE free of toxic materials, noxious weeds, weed seeds, rocks, grass, or other foreign material larger than 1" in any CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT UJ dimension, a pH from 5.5 to -1.0. Top soil from site shall be used, if meeting these standards. Place 1/2" CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. compost over all landscaped areas and rototill into top 411. Spread, compact, and fine grade topsoil to a 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS smooth and uniform grade, 1" below surface of walks and curbs in areas to be sodded and 3" in planting bed AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE areas. TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. 1. Fertilize all trees and shrubs with 'Agriform" planting tablets, 21 gram. Quantity per manufacturer's TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE recommendation. 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE NO SETTLING WILL OCCUR). 8. Plant material shall not be substituted without the written permission of Owner. Submit names of three NO SETTLING WILL OCCUR). 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS, suppliers contacted if substitution is requested and plant material specified is not available. 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. 9. Shrub planting beds shall be shovel edged to create a distinct separation of landscape types unless otherwise shown on the drawings. All areas between rock mulch and soil aide shall have 6" hgt. steel or aluminum edging, installed per manufacturer's recommendations - provide sample to owner for approval. F CONIFEROUS TREE PLANTING DETAIL g,_ DECIDUOUS 11. Immediately clean up any topsoil, or other debris on site created from landscape operation and dispose of TREE PLANTING DETAIL v NO SCALE properly off site. 12. All landscape areas shall have an state of the art automatic underground sprinkler system which insures NO SCALE complete coverage and is properly zoned for required water uses and has a weather station capable of turning off for rain/freeze events. All shrub zones, spray zones and gear driven zones shall be placed on separate zones. Do not exceed a maximum of 5 fps in all mainline and lateral lines. 13. This irrigation system shall be design built by a qualified irrigation contractor. The contractor shall provide professional designed irrigation construction drawings to the owner before construction (for review by the landscape architect). The drawings shall contain all the components in a professional irrigation system including but not limited to: mainlines, lateral lines, zones, valves, shut-off valves, drain valves, filtering, drip valve manifolds, wiring routes, POC connections, and details. All products shall be from Hunter Industries and "commercial" grade components as determined by the manufacturer. No residential grade components will be accepted. If the contractor has questions on irrigation products call South Landscape Architecture 206.342.2999 before bidding. 14. Coordinate all drainage areas and utilities with tree locations and adjust per field conditions. COPYRIGHT ©2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction PLAN 3"THICK greenscreen®PANEL,TYP. �� or modification of the documents or the LLJ SPACING 1ROW NO, OF AfiREA information contained herein without the /L'L1 IIDII IIAII PLANTS UNIT prior written permission of POST TO POST CENTERS=PANEL LENGTH+4",TYP. LL Lindgren:Labrie Architecture, PLLC (� (o II O.C. 5.2 II 4 1 SQ. FT. violates the Copyright laws of the United VERTICAL PANEL MAXIMUM 48"IN 2'INCREMENTS urJ States and will subject the violator to POST TO POST CLEAR=PANEL LENGTH+1",TYP. 151, O.C. 6.93 I' 2.25 1 5Q. FT. legal prosecution. 3"ROUND LLJ 101, O.C. 8.6611 1.�5 1 5Q. FT. W/POST CAP,TYP.1SQUARE STEEL POST DRAWING SET ISSUED FOR GENERAL LANDSCAPE NOTES: EDGE TRIM RECOMMENDED TRIM MMEND #5TT 1211 o.c. 1�.� 11 1 1 SQ. FT. EDGE TRIM RECOMMENDED AT TOP LLI 501'/0 REVIEW EDGE OF PANEL ILL 151, O.C. 13.0" .(o4 1 5Q. FT. J 7 Q I. NO TREES SHALL BE PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACH0 STORM DRAIN PIPE, < � ° MULCH FiNiS1-IED GRADE 18" O.C. 15,6" 44 1 SQ. FT. + STAINL#5133ESS SNAP CLIPS W/(2) 2� O.C. 20.8 .25 1 SQ. FT. STRUCTURES, OR FACILITIES. STAINLESS STEEL SCREW,TYP. j SEE PLANT II II p PANEL EDGE TRIM OPTIONAL WITH SCHEDULE 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION a J #5133XSNAPCLIP PLANTING SOiL II II LANDSCAPE AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. J Z a OPTIONAL:5141 RI CLIP a 30 O.C. 26.0 .1(0 1 SQ. FT. g W/#5105 EDGE TRIM REQUIRED = FOR 5PAC ING M IXTUfRE r �' USE #513DGES 3(0 31.211 11 1 SQ, FT. DETAILS 3. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK OF ANY SIDEWALK. > Z + usE#514z+#5136.z5 SPACER ICE O.C.11�� N 3"THICK greenscreen®PANEL, U- z TYP. 4. INSTALL TOURNE50L ROOT BARRIER PANELS IN THE TREE GRATE LANDSCAPE AREA, ROOT BARRIERS J #5105 STEEL EDGE TRIM ARE REQUIRED TO EXTEND A MINIMUM OF 18 INCHES BELOW THE SUB GRADE ON THE SIDEWALK SIDE AND A a E GOE OF PANEL BOTTOM MINIMUM OF 24 INCHES ON THE CURB SIDE. ROOT BARRIERS SHALL EXTEND 2 INCHES ABOVE THE GROUND Z w ZIDI " DRAWING SHEET REVISIONS (FINAL GRADE) AND KEY INTO THE ROAD FEATURE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. a + FINISH GRADE 11,4 1 Q DATE REMARKS ROOT BARRIERS TO BE FROM TOURNESOL SITEWORKS. CONTACT JOHN DENMAN, Tournesol Siteworks = 2S30 Faber St, POST IMBED LENGTH& w FOOTING SIZE SHOULD BE Union City, CA S458l >I i i 1VERIFIED BASED ON OVER- D " ALL HEIGHT, ADS& P: 800-542-2282 SOIL CONDITIONS. F: 510-4-11-6243 w n l l l l NOTE:SPECIFIC I l J I L I ENGINEERING MAY BE L__ _-_J REQUIRED BASED ON SITE SPECIFIC SOIL CONDITIONS, GROUNDCOVER PLANTING LOCAL WIND LOADS,AND GROUNDCOVER SPACING CHART ELEVATION VERTICAL HEIGHT OF FENCE/SCREEN. NO SCALE 8 NOTE: VERIFY PANEL SPAN NO SCALE AND CLIP SPACING FOR ALL ROOFTOP INSTALLATIONS AND ALL INSTALLATIONS 20'ABOVE GRADE. SEE SHEET L1.0 FOR THE FREESTANDING VERTICAL - FENCE/SCREEN DRAWN BY: JAG DETAILED LANDSCAPE PLAN CHECKED BY: JDR DATE: 25 FEB 2019 greenscreen 1743 S. La Cienega Blvd. Los Angeles CA 90035 T- 800.450.3494 www.greenscreen.com SCALE: AS NOTED FREESTANDING VERTICAL - GREEN SCREEN JOB NO. 18174 6 NO SCALE DocuSign Envelope ID: DB7BD994-AF86-474F-8538-1D973E76D9D8 CIVIL DRAWINGS for AlAIN2MERIDIAN MIXED—US DEVELOPMENTE MERIDIAN, IDAHO CIVIL ABBREVIATIONS AGENCY REPRESENTATIVES PROJECT CONTACTS R E N N I S IMI N ENGINEERING ACHD ADA COUNTY HIGHWAY DISTRICT ISPWC IDAHO STANDARDS FOR PUBLIC WORKS S SOUTH UTILITY AGENCY REPRESENTATIVE PHONE OWNER OWNER OWNER PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 VICINITY MAP ACP ASPHALT CONCRETE PAVEMENT CONSTRUCTION SD STORM DRAIN MERIDIAN DEVELOPMENT CORP. NOVEMBREWHISKY PROPERTIES, LLC CITY OF MERIDIAN E. PINE AVE ARCH ARCHITECTURAL L STATION OFFSET LEFT SDMH STORM DRAIN MANHOLE SEWER CITY OF MERIDIAN CLINT DOLSBY 489-0341 BW TOP BACK OF SIDEWALK LF LINEAR FEET ASHLEY SQUYRES JOSHUA EVARTS 33 E. IDAHO AVENUE MAX MAXIMUM SS SANITARY SEWER 713 N. MAIN STREET 703 N. MAIN STREET MERIDIAN, IDAHO 83642 CIVIL SHEET INDEX C&G CURB AND GUTTER SSMH SANITARY SEWER MANHOLE WATER CITY OF MERIDIAN KYLE RADEK 888-4433 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 33 E. IDAHO AVE CF STORM RUNOFF VOLUME(CUBIC FEET) MIN MINIMUM STA STATION CO.0 COVER SHEET/SITE PLAN E cfs FLOW RATE(CUBIC FEET PER SECOND) MJ MECHANICAL JOINT STD STANDARD PUBLIC ROADS/ALLEY ACHD GREG KORSAK 387-6186 DEVELOPER CIVIL ENGINEER ELECTRICAL ENGINEER C0.1 CONSTRUCTION NOTES E. IDAHO AVE CLMN COLUMN N NORTH S/W SIDEWALK N: NORTHING COORDINATES E EAST PACIFIC WEST COMMUNITIES, INC RENNISON ENGINEERING DC ENGINEERING C0.2 ISPWC/ACHD DETAILS - OFF OFFSET TBC TOP BACK OF CURB FIRE MERIDIAN FIRE JOE BONGIORNO 489 0458 L I N D G R E N : L A B R I E RIDIAN c Z E: EASTING COORDINATES CALEB ROOPE BRYAN E.APPLEBY, PE GINA SPIRNOCK C0.3 ISPWC/ACHD DETAILS IDAHO N o = ELEV ELEVATION PC POINT OF TANGENT-CURVE INTERSECT TBD TO BE DETERMINED 430 E. STATE STREET, STE 100 410 E. STATE STREET, SUITE 120 440 E. CORPORATE DRIVE,SUITE 103 C0.4 SITE CONSTRUCTION DETAILS ARCH ITECTU RE Y - PI PRESSURE IRRIGATION TBRC TOP BACK OF ROLLED CURB ELECTRICITY IDAHO POWER ERIC CLAMPITT 388-2799 - EP EDGE OF PAVEMENT EAGLE, IDAHO 83616 EAGLE, IDAHO 83616 MERIDIAN, IDAHO 83642 z R PROPERTY LINE TBVC TOP BACK OF VERTICAL CURB (208)461 0022 (208)938 2440 (208)493 0011 C1.1 PHASE 1 DEMOLITION PLAN FF FINISHED FLOOR ELEVATION LOCATION MAP z E. A FIG FINISHED GRADE PCC POINT OF COMPOUND CURVATURE TYP TYPICAL C1.2 PHASE 2 DEMOLITION PLAN PRC POINT OF REVERSE CURVE-CURVE INTERSECT calebr@tpchousing.com bryan@rennisoncompanies.com FH FIRE HYDRANT PT POINT, POINT OF CURVE-TANGENT INTERSECT VG VALLEY GUTTER SURVEY INFORMATION C2.0 CIVIL SITE/ DIMENSION PLAN FL FLANGE or FLOWLINE W WEST ARCHITECT LANDSCAPE ARCHITECT STRUCTURAL ENGINEER C3.0 STORM DRAINAGE PLAN 703 & 713 N. MAIN ST GIRR GRAVITY IRRIGATION PVC POLYVINYL CHLORIDE W/ WITH ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). INV INVERT ELEVATION R CURVE RADIUS, STATION OFFSET RIGHT LINDGREN : LABRIE ARCHITECTURE SOUTH BECK&BAIRD DC ENGINEERING C3.1 SOUTHEAST SITE GRADING PLAN E. IDAHO AVE R/W RIGHT-OF-WAY BENCHMARK#1 (BM#1) BENCHMARK#2(BM#2) BENCHMARK#3(BM#3) WALT LINDGREN JOHN ROTERS JONNY KNOPP, S.E. C3.2 NORTHWEST SITE GRADING PLAN NORTHING: 708883.33' NORTHING: 709071.89' NORTHING: 709276.98' 247 N. EAGLE ROAD 2002 S.VISTA AVENUE 440 E. CORPORATE DRIVE,SUITE 103 C3.3 DRAINAGE DETAILS ENGINEER OF RECORD CERTIFICATION EASTING: 2454580.66' EASTING: 2454772.03' EASTING: 2454612.63' EAGLE, IDAHO 83616 BOISE, IDAHO 83705 MERIDIAN, IDAHO 83642 C4.0 OVERALL UTILITY PLAN ELEVATION: 2506.92' ELEVATION: 2508.81' ELEVATION: 2507.41' (208)484-2293 (208)342-2999 (208)493-0048 r�ONAL THE IDAHO CONFORMANCE WITH HE ACHD POLICY AND STANDARDS IN E LICENSED H THE ACHD SODF F AT THE TIME OF PREPARATION. E DESIGN MECHANICAL/ PLUMBING ENGINEER CERTIFIES ECT PREPARED I SUBSTANTIAL DESCRIPTION: CHISELED X DESCRIPTION: CHISELED X DESCRIPTION: CHISELED X C4.1 SEWER PLAN & PROFILE ��GIgTBq�CyF C4.2 WATER SERVICE PLAN 4 PROFESSIONAL ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN.ALL DC ENGINEERING C4.3 WATER SERVICE DETAILS 264 VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES, LISTED BY DATE AND AARON PROUGH, PE C4.4 GRAVITY IRRIGATION PLAN & PROFILE SHORT DESCRIPTION, WERE APPROVED FOR THIS PROJECT: GRAVITY IRRIGATION SYSTEM WITHIN ACHD R/W(5/6119) 440 E. CORPORATE DRIVE, SUITE 103 C4.5 PUBLIC UTILITY PLAN /I MERIDIAN, IDAHO 83642 C5.0 STRIPING & SIGNAGE PLAN rF OF SOP (208)493-0027 - rgAVAPP 5/6/19 rN)K4E) � T °Q ° BIKEN BM #3 L J L J L J co co E . IDAHO AVENUE o 00 0 0 I � I o oC: Lu rj r T 1 ■ .L -- — — --- —7 — — -- ------------------i G rF I j T -- ----- .---------------------- --- - - - ---- LU — RIVE — I2ryV R/W — — I > > - ... Q W � BIKE STORAGE -.,• o o ��a� 0 � � NEW MIXED USE BUILDING "B" _ N w � o _ CITY STANDARD DECORATIVE SIDEWALK, TYP I I ��►� -� M D ce) I ----- - - - P/L — — W ■ Q 06 a--r tt� W W w I I I O O >< U) �- PARKING AT GROUND LEVEL J ~ — ' G C) BUILDING TO REMAIN co z w 0 . cY) J CD z �33 Cho Oc�i°aho aeonao � ti I � — - TRASH ENCLOSURE, TYP OF 2 Z � Q Q (12' x 18' INSIDE DIMENSIONS) \ PARKING AT GROUND LEVEL (D 0 CARPORT a ��o�o z I ° I I .o.0000 — — R/W — — R/W ,R/ _ R/W — — R/W W I — i I I I z ACHD ALLEY ------------------------------, ------.. ----------•-----------------<: I - - - - - - - M #2 ^^ I R/W R/W R/W I 1..� ------- KIW------ ------rt21ytf------ ------rti7y�------__------��------__------�2/W — — R/W — — R/W� — B --- I W W I 7777 — 74 = O ------------- a a a CARPORT PARKING AT GROUND LEVEL I r APPROVED FOR CONSTRUCT Z I ' QLPE PLAN REVIEW I I I BIKE T RAGE I These plans and/or specifications have been I _ i 713 H. mdn ��F80 ------------------ reviewed by a Qualified Licensed Professional i I p�ICCTM IN�]o. IR74002900�300 Engineer (QLPE) for compliance with IDAPA I ; ' LINE TO BE VACATED 58.01.08 and 58.01.16 as allowed under I Idaho Code 39-118. If construction does not I3. I j COPYRIGHT ©2019 Lindgren:Labrie commence within twelve (12) months of this Architecture, PLLC Any use, reproduction a PARKING AT GROUND LEVEL approval date, plans and/or specifications ��to or modification of the documents or the information contained herein without the must be resubmitted for review. I o Q prior written permission of I Lindgren:Labrie Architecture, PLLC DocuSigned by: i I I W �� f o �1�0� ��QQ� violates the Copyright laws of the United �Q 5/28/2019 I I I States and will subject the violator to 4 �P i Feer Lic. No. Date I I I w z P amM Moo IR774002g0020 legal prosecution. BUILDING TO REMAIN , >o Keller Associates, Inc. • 208-288-1992 z -- DRAWING SET ISSUED FOR ! I , ° CITY PERMIT SET NEW MIXED USE BUILDING A 00 I ° I + FQ i \ n ° - --I oho COVER SHEET---------------------------- ------------- - --------------- ---------- O SITE PLAN R T R/W RIW R - - R I R/ - - .- PAT 10 CAFE I ----------------------------- DRAWING SHEET REVISIONS --------- DATE REMARKS I - o0 0 u; oo a I 0 0 E . BROADWAY AVENUE J o 0 U � I Z W o I w I w �p � W Ci E IDIAN%-. C E IDIAN* APPROVED FOR BEA W r I Public IDAHO DRAWN BY. o Works Department CONSTRUCTION ZDeign&Construction=pleinta�pecitications These plans and/or specifications have been reviewed for CHECKED BY: JER a compliance with Meridian City Standards and Specifications. BM #1 �"� ' ■ This review does not relieve the owner, engineer, or contractor DATE: 6 MAY 2019 LL • � ' of the responsibility to design and/or construct those facilities W EL ■ ■ ■ ` in compliance with all current applicable federal, state and local AS NOTED SITE PLAN � ■ ■■ ■ ' laws, rules, regulations, ordinances, development agreements, SCALE: specifications, orders or approvals, all of which the City retains 7 N I I ■ �� ' the right to enforce. Inconsistencies not noted by City staff shall JOB NO. R171127 ■ E I not be construed as approved unless specifically addressed 1 in writing by the City. Any proposed revision to these plans must w Know what's below. 20 0 20 40 , be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. W Call before you dig. 0 ■■ Name Date Como■� a RENNISIMIN ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 LINDGREN : LABRIE City of Meridian City of Meridian City of Meridian ARCH ITECTU RE City of Meridian Standard Notes Standard Notes Standard Notes Standard Notes Residential and Commercial Residential and Commercial Residential and Commercial GENERAL CONSTRUCTION WATER STREET LIGHTING 1. All construction work shall be done in accordance with the current version of the Idaho Standards for ROADWAY 1. Construction of the water system shall conform to the standards in the Idaho Rules for Public Drinking Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General 1. All Contractors working within the public road right-of-way are required to secure a right-of-way 1. All street light construction shall be done in accordance with the current version of the ISPWC, the (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway Construction Note No. 1. construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. Meridian Supplemental Specifications to the ISPWC, and the National Electric Code. r�ONA( District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more �Y stringent of an of these standards shall be the controlling standards or specifications. 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above theISTFA Cy g y g p 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm p p 9 Y Y 2. A street lighting electrical permit shall be opened prior to starting work. Use the online Citizen Portal at 4 https://citizenportal.meridiancity.orq/CitizenAccess/ to open a permit and request inspections. drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main pipe zone. n c A 4 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the G V on site or readily accessible at all times during construction (available on the website). Failure to crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking 3. Installation will require inspections for the concrete base reinforcing, bedding, backfill, and for the pole have access to a current copy of the Standard Specifications on site could be grounds for a stop work Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). r p and associated wiring. order until the situation is resolved. E OF �0 3. The horizontal separation of non-potable services and potable water services or potable water mains PRESSURIZED IRRIGATION rANAPp�'�� 4. Street light bases shall be located 10' min. from trees, 5' min. from fire hydrants and 2' min. from water 5/6/19 3. The Contractor shall have plans stamped "Approved for Construction" by the City of Meridian on site at shall be a minimum of six 6 feet. Where it is necessaryfora potable water main and non-potable meters. all times. ( ) p p 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be being constructed. 5. Keep accurate notes of conduit, junction box locations. Attach a redlined as built drawing of this plan constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 2. Install a reduced sheet to the street lighting electrical permit, or submit a hard copy to the Meridian Public Works pressure backflow preventer in any connection between the potable water system and to start of work. (V Department prior to requesting final inspection. the pressure irrigation system. The device must be approved by the Idaho Department of 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line crosses a Environmental Quality (DEQ) and the City of Meridian Water Department. Co 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is storm water treatment facility (i.e. seepage beds, drainage swales). Co 6. Contact the City Transportation and Utility Coordinator (208) 898-5500 for questions regarding Utility required. No work may begin on any project without Twenty Four (24) hour prior notice. 00 Conflicts, or to access locked meter pedestals. 5. The Contractor shall be responsible for providing continuous water service to all existing water users p 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor affected by construction. If water service must be interrupted, the contractor shall coordinate with the may not open or close water valves. Public Works Inspector. DRAINAGE 7� 7. All material furnished on or for the project must meet the minimum requirements of the approving For Commercial Subdivisions or Commercial projects with Public Mains that have on-site drainage. Z p J q pp g � agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish IJ proof that all materials installed on this project meet the specification requirements set forth in General 1. For any drainage facilities within a public Right of Way, ACHD or ITD shall be responsible for inspection. Construction Note No. 1. SEWER For any private drainage facilities the project engineer or architect shall be responsible for inspection and ■ L 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA certification of drainage facilities; however any roof drainage and piping to the drainage facilities will be r1 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. inspected by the Meridian plumbing official under the appropriate permit. L.L trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. O � 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm J W a) drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main Works Department, and their decision shall be final. Such inspections shall not relieve the contractor IJ � from the responsibility of performing the work in an acceptable manner in accordance with the and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the DEQ/QLPE approved construction plans. crossing shall be 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). I.J.J I 1 (n Q 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 0 3. The horizontal separation of non-potable services and potable water services or potable water mains 0 writing prior to construction. shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable co 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be CN IJ 0constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems from the Building Division of the Meridian Public Works Department. Any deviation in street light (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). U) '- W locations from the approved plans must be approved in writing from the City Engineer. co 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service line00 co crosses a storm water treatment facility(i.e., seepage beds, drainage swales). ■ 06 4_0 M W (D L X v) .co Page 1 of 1 Page 1 of 4 Page 2 of 4 Page 3 of 4 Rev. March 2018 Rev. March 2018 Rev. March 2018 Rev. March 2018 Z M O EARTHWORK & GRADING NOTES TRAFFIC CONTROL NOTES ADA COUNTY HIGHWAY DISTRICT (ACHD) NOTES ~ CIVIL LEGEND 1. SPOT ELEVATION ABBREVIATIONS USED: 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"FOR 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S(A.C.H.D.)RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EXISTING PROPOSED (##' INDICATES PIPE DIAMETER) BW-TOP BACK OF WALK FG-FINISH GRADE FFE- FINISH FLOOR ELEVATION STREETS AND HIGHWAYS. EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.)AND THE A.C.H.D. SUPPLEMENTAL TBC-TOP BACK CURB LIP-LIP OF GUTTER TA-TOP OF ASPHALT CONCRETE 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED AS INCIDENTAL TO THE TRAFFIC CONTROL BID ITEMS. SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS,AND THE I.S.P.W.C.WILL BE ALLOWED UNLESS SPECIFICALLY P/L - - PROPERTY LINE 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF 2 MILES AND APPROVED IN WRITING BY THE DISTRICT. - - - - CENTERLINE 2. ADD 2600'TO SPOT ELEVATIONS SHOWN TO OBTAIN TRUE ELEVATIONS. BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 2. ALL WATER VALVES, BLOW-OFFS,AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE 3. ADA PEDESTRIAN RAMPS SHALL NOT EXCEED 8.33%(1:12) LONGITUDINAL SLOPE. ADA WALKS SHALL NOT EXCEED 5.0% (1:20) CURB, GUTTERS,SIDEWALK OR OTHER STREET IMPROVEMENTS. R/W - - RIGHT OF WAY LONGITUDINAL SLOPE AND 2.0%(1/4"/FT)CROSS SLOPE. NO TOLERANCES WILL BE ALLOWED. 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM THE EDGE OF THE TRAVEL 3. CONSTRUCT ALL PAVEMENT MATCHES(INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS)WITHIN ACHD - - - - - - - - - - - - - EASEMENT,TYPE PER PLAN 4. MINIMUM ASPHALT SLOPE IS 1.0%. MINIMUM CONCRETE SLOPE IS 0.4%. ALL NATURAL SLOPES SHALL NOT EXCEED 3:1 WAY. RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING(USE WHICHEVER IS PAVEMENT UNLESS OTHERWISE SPECIFIED. 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. SECTION IS GREATER): EP EP EP EP EDGE OF PAVEMENT U) 5. CONTRACTOR TO GRADE FINISH GROUND AWAY FROM BUILDING PER CURRENT EDITION OF THE INTERNATIONAL BUILDING 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE CONSTRUCTION PRINCIPAL ARTERIAL ROADWAYS(MERIDIAN ROAD AND MAIN STREET)SHALL BE: ##"w ##"w WATER LINE W CODE(IBC). TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED FOR PUBLIC SAFETY. • SP-3, 0.50 INCH (1/2") MIX, PG 64-28 FIVE INCHES(5")THICK,AS A MINIMUM, ---------------------0 WATER SERVICE&METER 6. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL ENGINEERING REPORT PREPARED BY 7. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY • 4"OF 3/4"BASE,AND Z CONSTRUCTION PERMIT FROM ACHD AND ITD AT LEAST TWENTY-FOUR 24 HOURS PRIOR TO ANY CONSTRUCTION. • 26"OF 6"MINUS PIT RUN. ##'s ##"s SEWER LINE MATERIALS TESTING& INSPECTIONS(MTI FILE NUMBER B190042g), DATED JANUARY 28,2019,AND SUBSEQUENT ADDENDA. ( ) 7. UNCONTROLLED FILL MUST BE OVER-EXCAVATED TO NATIVE SOIL AND BACKFILLED IN ACCORDANCE WITH THE MINOR ARTERIAL ROADWAYS 61 IALL : (NOT APPLICABLE TO THIS PROJECT) --------------------- SEWER SERVICE d GEOTECHNICAL REPORT. UNCONTROLLED FILL MAY BE USED AS STRUCTURAL BACKFILL PROVIDED ALL UNSUITABLE PRODUCT SUBMITTAL REQUIREMENTS ##"sD ##"sD STORM DRAIN LINE W MATERIAL IS REMOVED PRIOR TO BACKFILLING TO FINAL SUBGRADE ELEVATION. 1. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING PRODUCT SUBMITTALS TO THE ENGINEER OF RECORD FOR REVIEW: OF NUS ##"GI ##"GI GRAVITY IRRIGATION LINE T RUN. = O 8. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION • OF THE PROPOSED IMPROVEMENTS.THIS WORK INCLUDES CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE • DRAIN ROCK(INCLUDING SOURCE, GRADATION,WASHING, ETC.) 6O EGTOR 06Ai 60MMERGIAi AND 06Ai INDUSTRIAL ROADWAYS 61iAi L (NOT APPLICABLE TO THIS PROJECT) oHP oHP OVERHEAD POWER V GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEEDS, • STORM DRAIN SAND&GREASE TRAPS UGP UGP UNDERGROUND POWER FENCES, STRUCTURES, DEBRIS, RUBBISH,AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND • STORM DRAIN CATCH BASINS INCLUDING HARDWARE OTHER STRUCTURES.ALL MATERIAL NOT SUITABLE FOR USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED • STORM DRAIN MANHOLES INCLUDING HARDWARE 10 0"FA, T T UNDERGROUND TELEPHONE LOCATION.ALSO REFER TO THE PROJECT GEOTECHNICAL REPORT. • STORM DRAIN PIPING LOCAL RESIDENTIAL ROADWAYS AND ALLEYS(BROADWAY AVENUE, IDAHO AVENUE,AND ALLEY)SHALL BE: G G UNDERGROUND GAS LINE 9. OBSERVATIONS,APPROVAL AND FINAL ACCEPTANCE OF ALL GRADING(OUTSIDE THE PUBLIC RIGHT-OF-WAY)SHALL BE BY • SEWER MANHOLES INCLUDING HARDWARE • SP-3, 0.50 INCH (1/2") MIX, PG 58-28 TWO AND A HALF INCHES(2.5")THICK,AS A MINIMUM, Tv Tv CABLE TV LINE THE ENGINEER OF RECORD,AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE • SEWER GREASE INTERCEPTORS • 4"OF 3/4"BASE,AND CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. • SEWER PIPING • 14"OF 6"MINUS PIT RUN. F/o F/o FIBER OPTIC LINE 10. OWNER SHALL ENGAGE A LICENSED(ENGINEER)GEOTECHNICAL FIRM TO TEST COMPACTION, SAID FIRM SHALL PROVIDE • WATER METERS, SERVICE PIPING, ETC. 4. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND APPROVED core core CONDUIT DATA IN THE FOLLOWING FORMAT: • GRAVITY IRRIGATION PIPING, FITTINGS,STRUCTURES, ETC. THROUGH ACHD CONSTRUCTION SERVICES(387-6280) PRIOR TO INITIATING ANY CONSTRUCTION. JT JT JOINT TRENCH CENTERLINE A. PROCTOR CURVES PRIOR TO CONSTRUCTION COMMENCEMENT, PROVIDING COPIES TO CONTRACTOR, PROJECT • SITE CONCRETE MIX DESIGN (CURB&GUTTER,VALLEY GUTTER, SIDEWALKS, CONCRETE PAVEMENT, ETC.) 5. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED COPYRIGHT ©2019 Lindgren:Labrie MANAGER,AND ENGINEER OF RECORD. TO STORM DRAIN CONSTRUCTION,TRENCH BACKFILL PROCEDURES, ROAD WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK - - - - - - - - - - - - - GRADE BREAK Architecture, PLLC An use reproduction • ASPHALT CONCRETE MIX DESIGN (INCLUDING SOURCE, GRADATION, BINDER, ETC.) Y , p B. DAILY OBSERVATION REPORTS WITH COMPACTION DATA. • 314"BASE(INCLUDING SOURCE, GRADATION, ETC.) TO BE DONE OUTSIDE OF THE 300'EXTENDED BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD VERTICAL CURB&GUTTER or modification of the documents or the CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD INSPECTION information contained herein without the C. DAILY SUMMARY OF ANY DEFICIENT AREAS. • PIT RUN (INCLUDING SOURCE, GRADATION, ETC.) SERVICES(387-6280),A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. prior written permission of D. PROJECT REPORT AND ENGINEER'S CERTIFICATION AT PROJECT COMPLETION AND AS REQUIRED. FIRM SHALL • CONCRETE WHEEL STOPS 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND BE IN ASPHALT CONCRETE PAVEMENT Lindgren:Labrie Architecture, PLLC PROVIDE COPIES TO ENGINEER OF RECORD, OWNER, CITY OF MERIDIAN,AND ACHD. REPORT SHALL BE SUBMITTED • PAVEMENT MARKING PAINT ACCORDANCE WITH SECTION 703 OF THE ISPWC. violates the Copyright laws of the United WITHIN ONE WEEK OF GRADING COMPLETION. 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. States and will subject the violator to CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6259(WITH FILE NUMBERS) FOR DETAILS. 4 d CONCRETE PAVEMENT legal prosecution. GENERAL STORM DRAIN NOTES 8. DETECTABLE WARNING TRUNCATED DOMES SHALL BE FABRICATED INSERTS CAST INTO THE CONCRETE(STAMPED CONCRETE AND �o o0o0-oUouo�o�o0o0o0o0-oUo� DRAWING SET ISSUED FOR ADHESIVE MATS NOT ALLOWED AND SHALL BE COLORED"TRAFFIC YELLOW", RAMPS SHALL NOT EXCEED 8.33% 1:12 LONGITUDINAL b00000000000000000000000000; 1. PROJECT ENGINEER SHALL BE GIVEN 24 HOURS MINIMUM NOTICE(208-938-2440) FOR INSPECTION OF ALL PRIVATE STORM o 0 0 0 0 0 0 0 0 0 0 0 0 STORM DRAINAGE SEEPAGE BED DRAINAGE FACILITIES(INCLUDING SEEPAGE BED(S)PRIOR TO PLACEMENT OF DRAIN ROCK, FILTER FABRIC, ETC.). SLOPE AND 2.0%(1/4"/FT)CROSS SLOPE, NO TOLERANCES WILL BE ALLOWED. �000000000�00000000000000o� CITY PERMIT SET 2. ALL STORM DRAIN PIPING LABELED"ADS N 12"SHALL BE ADS N 12 WATERTIGHT,OR APPROVED EQUAL. 9. SIDEWALKS SHALL NOT EXCEED 5.0%(1:20)LONGITUDINAL SLOPE AND/OR 2.0% (1/4"/FT)CROSS-SLOPE, NO TOLERANCES WILL BE -7 L ALLOWED. CONCRETE SIDEWALK 3. ALL STORM DRAIN PIPING LABELED"PVC"SHALL BE ASTM D3034, SDR 35, OR APPROVED EQUAL 10. ALL STORM DRAIN PIPES WITHIN ACHD RIGHT-OF-WAY SHALL EITHER BE HP STORM (12"-24"DIAMETER PIPE MEETING ASTM F2881 AND 4. ALL STORM DRAIN STRUCTURES SHALL BE CONSTRUCTED WITH CONCRETE COLLARS PER ISPWC SD-616. AASHTO M330)OR SANITITE HP SANITARY SEWER PIPE(12"-24"DIAMETER PIPE MEETING ASTM F2736 AND AASHTO M330). 5. CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS AT BEGINNING OF CONSTRUCTION AND SHALL NOTIFY PROJECT 11. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE ® O ®I'' SAND&GREASE TRAP CONSTRUCTION ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR POTENTIAL ISSUES. PLANS.THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 6. HORIZONTAL AND VERTICAL SEPARATION OF POTABLE AND NON-POTABLE PIPELINES SHALL MEET THE REQUIREMENTS OF • ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY NOTES ISPWC SECTION 405 AND ISPWC DRAWING NO. SD-407,AND SECTION 542.07 OF THE"IDAHO RULES FOR PUBLIC DRINKING AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. O❑ O■ STORM DRAIN MANHOLE WATER SYSTEMS"(IDAPA 58.01.08). • IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) • CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A STORM DRAIN CURB INLET LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. DRAWING SHEET REVISIONS 1. THE GENERAL CONTRACTOR SHALL PREPARE AND IMPLEMENT A SWPPP AND FILE AN NOTICE OF INTENT(NOI)AND NOTICE OF • FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD O O SEWER MANHOLE Qx DATE REMARKS TERMINATION(NOT)AS REQUIRED BY THE EPA AND SHALL MAINTAIN ALL SUCH RECORDS AS REQUIRED, INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. CD 2. PROVIDE A COPY OF THE COMPLETED SWPPP AND FILINGS TO ENGINEER AND CITY FOR REVIEW PRIOR TO COMMENCEMENT OF • ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. CONSTRUCTION. 12. ALL EXCAVATIONS WITHIN ACHD RIGHT-OF-WAY PERFORMED DURING DEMOLITION ACTIVITIES AND/OR CONSTRUCTION OF SITE, UTILITY,AND BUILDING IMPROVEMENTS SHALL BE EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA AND A COPY OF COMPACTION TESTING TO ACHD TO VERIFY NATIVE m MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS. U H Z W a 0 w WIE IDIAN* APPROVED FOR z IDAHO CONSTRUCTION DRAWN BY: BEA a W These plans and/or specifications have been reviewed for CHECKED BY: JER compliance with Meridian City Standards and Specifications. W This review does not relieve the owner, engineer, or contractor DATE: 6 MAY 2019 Z of the responsibility to design and/or construct those facilities W LL in compliance with all current applicable federal, state and local AS NOTED laws, rules, regulations, ordinances, development agreements, SCALE: specifications, orders or approvals, all of which the City retains R171127 the right to enforce. Inconsistencies not noted by City staff shall JOB NO. not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. COO 0 Name Date a �E RIDYAN* APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local R E N N I S O N ENGINEERING laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City s Standards and Specifications before said revision is constructed. ■ 101.00* 4 FT. OR GREATER DEPTH, VARIES SAWCUT O y 7 PIPE DIA. <_ 24" 4 3 PER SEC 5 Name Date VARIES L I N D G R E N : L A B R I E I I ARCH ITECTU RE �) 101.10* 45 I \\ 7 A ° 1 / I �`< \ FINISH GRADE A A / (�� \ _ EXISTING TRENCH ACFLL \ -' _1 LEGEND EXISTING GRAVEL 7 (PER ECTBONK3I06). \ / CONCRETE \ / 0 CONCRETE COLLAR IN PAVED STREET SECTIONS PAVEMEV 7 I 11 FLOW \\y�F�I o I y�� PER SD-508. \� TYPE "B" TYPE "C" \ \ o 0 0 O2 GRADE RINGS GROUTED WATERTIGHT IN PLACE, ,�/� O .o SUBGRADE OR O C) /�• 101.05• I I� NOT TO EXCEED 21" FROM FINISHED SURFACE CONCRETE GRAVEL "o NATURAL GROUND O" �� TO TOP OF CONE. a UPPER PIPE BEDDING ZONE 1 Q'Ic ,�.'�.. 1 5 : 1 VERTICAL WALLS 1 NOTE I I 0 PRECAST MONOLITHIC ECCENTRIC CONE EXISTING 8 8 ALLOWED WITH 7 SECTION. (REBAR NOT SHOWN). ASPHALT 18" MAX 2 O o SPRINGLINE o i p,° PROPER SHORING PAVEMENT ROUND VARIES <v I ? '.0� OR LESS THAN 5' \ LEGEND ON� # UNLESS OTHERWISE SHOWN, MANHOLES SHALL ® RAMNEK OR APPROVED GASKETS ALL JOINTS. O a o. HAVE 0.1 FALL FROM UPSTREAM INVERT TO 2 ( Q LOWER PIPE BEDDING ZONE '? 0 O5 PROPERLY ALIGN ALL INTERIOR JOINTS. 6 O1 LOCAL CUT BACK, ONLY IF REQUIRED. DOWNSTREAM INVERT. FOR PIPE SLOPES Q nzc��n7 12 / Q GG E GREATER THAN 2'.5% SLOPE, SEE PLAN AND PLAN © PRECAST CONCRETE MANHOLE-BARREL SECTION aJ- Z o. O �.O Q► Q.v I�► * REBAR NOT SHOWN EXISTING ,n O 101.10 PROFILE. N.T.S. ( )• w a L, O O C)C Jo �// O SURFACE REPAIR WIDTH, 4' MINIMUM. Q 7/ O7 PRECAST GASKETED HUB RING OR RUBBER ASPHALT _ O EXISTING SURFACE. A A GASKETED COLLAR-(FLEXIBLE AND WATER TIGHT. PAVEMENT + 6" FOR PIPE 30" DIAMETER OR LARGER. FOUNDATION STABILIZATION AS "O '.c L O \, 2' NEEDED (PER SECTION-306). O'. (D EXISTING BASE. PLAN VIEW a (LEAN CO FILL EXISTING 1 ww O p �' 12" 10 g g ® REPLACEMENT SURFACING TO MATCH FLUSH WITH `a (LEAN CONCRETE:) a w EXISTING SURFACING (AC SHOWN). '• n".. PAS HALT AVEMENT TYPICAL PIPE BEDDING SECTION N� �\ 13 TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. 48" ID CHANNELED BASE O9 FRAME TO BE GROUTED TO GRADE RINGS. 7 �z X 7 © TRENCH BACKFILL PER SECTION-306. �lF OF ,�P VARIES -UTILITY TO BE LOCATED. ¢w ¢ O O'. o N.T.S. O PLACE BEDDING MATERIAL '.O''c. Ov 'O : 10 FRAME AND COVER PER SD-507. 'O•: O•,. O., -V'.- \ 7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. 24' DIA. AS REQ'D BY UTILITY OWNER _ o o. 0" .: .0. O �4/�APP�-�G a:;a:; 11 MANHOLE STEPS, SEE NOTE H. TYPE 'P' TYPE 'P' i "��'::.. /� ® PIPE BEDDING PER SECTION-305 (SEE SD-302). rJI6I 9 X x o: in '..r:::t 6" MIN. : ¢ ¢ 1 POT HOLE REPAIR ASPHALT w w ,•. z 12 CAST IN PLACE MANHOLE BASE. SEE SD-501A [L "' MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND 4 4" (MIN.) FOR PREFABRICATED, BASE. BEDDING SYSTEM BEDDING MATERIAL w w ,EACH O 8 STABILITY (PER SECTION-304). D. N n 2 a \:. SIDE N LOWER BEDDING ZONE UPPER BEDDING ZONE a UNDISTURBED SOIL (TYP). 3 CLASS A-1 TYPE I TYPE I NOTE B ;'+'�\ 11 NEW PAVEMENT AND BASE. NOTES: NOTES: LEGEND: 4 OA OPTIONAL PREFABRICATED MANHOLE BASE WITH OA REFER TO SECTION-307 FOR MATERIALS AND CLASS A-2 TYPE I TYPE II OR TYPE III 9 12 UPPER COMPACTION ZONE. 1 3 4 MINUS COMPACTED AGGREGATE BASE COURSE 8" O 5" APPROVED PIPE CONNECTIONS MAY BE USED WITH WORKMANSHIP REQUIREMENTS. O / FOR LOCAL ROADS, 12" FOR ARTERIAL OR COLLECTOR CLASS B-1 TYPE II TYPE II O LOWER COMPACTION ZONE. I, WALLS N 5 ENGINEERS APPROVAL, SEE SD-501A. O ROADS OR MATCH THE THICKNESS OF EXISTING GRAVEL, / // / iiii, i./;//� 13 B PATCH WIDTHS ARE NEVER TO BE LESS THAN 4' IN WIDTH. '^ 11 O PLACE VERTICAL WALL ON UPSTREAM SIDE OF LOCATE THE MATCH OF THE NEW TO EXISTING PAVEMENT WHICHEVER IS GREATER CLASS B-2 TYPE III TYPE III 10 OUTSIDE DIA. OF al 6a 6 MANHOLE, ROTATED 45 DEGREES. OUT OF THE VEHICLE WHEEL PATH OF THE STREET. O PIPE PLUS 2'-0" �'J r, CLASS C-1 (CONCRETE CAP) TYPE I TYPE IV LIFTS, WITH PC 64-28, �y.� 4g" 2' CUTS ALLOWED ONLY ADJACENT TO CURBS. 2 PRINCIPAL AND MINOR ARTERIAL ROADWAYS SHALL BE v�J DRAWN STEEL CAGE IN © FOR DIAMETER, D, GREATER THAN 24", SEE © CONCRETE PAVEMENT MUST BE REPLACED IN FULL PANELS UNLESS ASVADM MINIMUM. COLLECTQOR,L LOCAL COMMERCIAL AND LOCAL CLASS C-2 (CONCRETE CRADLE) TYPE IV TYPE I O WALLS (PER ASTM C 478 SD-502 OR SD-50i3. 16" MAX. AUTHORIZED IN WRITING BY ACHD. INDUSTRIAL ROADWAYS SHALL BE PAVED BACK 3" THICK, WITH VARIES a REQUIREMENTS). ¢ CLASS C-3 (CONCRETE ENCASEMENT) TYPE IV TYPE IV q_0" �.° D I f Op MANHOLE FRAME AND COVER: PG 64-28, AS A MINIMUM. LOCAL RESIDENTIAL ROADWAYS MAX. 6" (MIN.) -I A. REFER TO DRAWING NO. SD-507. OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH AND ALLEYS SHALL BE PAVED BACK 2.5' THICK, WITH PG 58-28, 1H PER SLOPE 7 B. FRAME AND COVER SHALL BE FLUSH WITH HAS BEEN "BROKEN" PRIOR TO PATCHING. AS A MINIMUM. ALL PAVEMENT SHALL BE 0.50 INCH (1/2") MIX. SLOPE OF PAVEMENT. E THE ACHD DEVELOPMENT POLICY, SECTION 6000-CONSTRUCTION, O3 pORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 psl SHELF SLOPE ° a I � O CHANNEL WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER INDICATES SPECIFIC MATERIAL THICKNESS PLACEMENT BASED ON 1"/Fi. ° HEIGHT=1.0°D OE ROADWAY CLASSIFICATION FOR STREET CUTS AND SURFACE AND COMPLY WITH SECTION-706. NOTES I° I ;j � 1 RING OR GASKET COLLAR WHERE THE PIPE IS IN °I CONTACT WITH MANHOLE BASE AND/OR MANHOLE REPAIRS. BETWEEN THE CONTENTS OF THE ISPWC AND ACHD •\ / CHANNEL, IN ORDER TO INSURE A WATERTIGHT DEVELOPMENT POLICY THE MOST STRINGENT (i.e. THE THICKEST o ® KEEP TRAFFIC OFF 72 HOURS, UNLESS OTHERWISE • \ 12 SEAL. SECTION) REQUIREMENT MUST BE MET FOR FIELD PLACEMENT A TRENCH EXCAVATION PER SECTION-301. CO UJ ACCEPTANCE. APPROVED BY THE ENGINEER. NOTE O �_ a_ EITHER BASE ON SD-501 OR SD-501A MAY BE 5 FULL PANEL REPLACEMENT REQUIRED FOR SURFACE RESTORATION. O REFER TO SECTION-305 FOR MATERIAL O PIPE BEDDING PER SECTION-305. O USED WITH ANY MANHOLE DESIGN. O POTHOLE REPAIR NOT ALLOWED IN CONCRETE SECTION; O 2' CUTS ALLOWED ONLY ADJACENT TO CURBS. AND COMPACTION REQUIREMENTS. © BACKFILL AND COMPACTION PER SECTION-306. "L 6" 2" MIN. G PROVIDE MANHOLE CONCRETE REINFORCING TO UNLESS AUTHORIZED IN WRITING BY ACHD. Al FLOOR _ 9" (MIN.) O © THICKNESS MINUS AGGREGATE SURFACE COURSE (8S R OD SURFACE REPAIR AND BASE PER SECTION-307. SEE SD-303. W OPTION FOR A ACCOMMODATE TRAFFIC LOADINGS. © IF POTHOLES ARE LOCATED WITHIN 4 FEET OF EACH OTHER THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. G MONOLITHIC POUR NG LOCAL THEY WILL BE REQUIRED TO MEET THE CRITERIA OUTLINED COMPACTED TRENCH WWF STEEL IN BASE SECTION A - A OR AS SHOWN. 4" TYPE 1 OH PREFERENCE VERIFY W7H EON/INSTALA770NNEER /OF MANHOLE S7EPS FOR PATCHING REQUIREMENTS. O SECTION-306 OF THESECSPECIFICATIONS.KFILL AS PER D-301 AND O (PER ASTM C 478 N.T.S. BEDDING SECTION A-A PR/OR TO ORDER/TUG MATERIALS OR/NSTALLA770N. � � I REQUIREMENTS). N.T.S. ® CUT ASPHALT L A NEAT STRAIGHT LINE 12" FROM THE EDGE J Ax ^' OF TRENCH, UNLESS OTHERWISE SPECIFIED. W W 2015 2017 ACHD REVISION O 6" OF 3/4" MINUS CRUSHED AGGREGATE BASE (MIN.) UNLESS 2015 2015 A GREATER DEPTH IS OTHERWISE SPECIFIED. w 17 REVISIONS G`' IDAHO STANDARDS STANDARD MANHOLE STANDARD DRAWING IDAHO STANDARDS STANDARD MANHOLE STANDARD DRAWING IDAHO STANDARDS STREET CUTS AND STANDARD DRAWING IDAHO STANDARDS TYPICAL PIPE BEDDING STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING > > FOR PUBLIC WORKS NO. FOR PUBLIC WORKS NO. FOR PUBLIC WORKS NO FOR PUBLIC WORKS NO. FOR PUBLIC WORKS TYPICAL TRENCH NO. (n Q CONSTRUCTION PRECAST BASE TYPE A SD-501 A CONSTRUCTION TYPE A SD-501 CONSTRUCTION SURFACE REPAIR DETAILS SD-303 CONSTRUCTION SECTION SD-302 CONSTRUCTION SD-301 L.L.I (ACHD SUPPLEMENT) Q 0) 0 1 W � _0 2 1" HOLES 11/16" 5/8" � •� (4 EACH AT 90 DEGREES) 1/16 CLEARANCE �/ 1" Q A 2 M A o o°o0 o A b a A LUGS " " 91/8'_ - ❑O O O O O ❑O \ TOP 2 X 1/4 1/16" CLEARANCI=_ CAST IRON RING AND 06 8-3/4" O O O O O O O P BOT. 2 1,/8" X 3/8" 2'-6" DIA. COVER SHALL BE Q }r L00 O O O O 00 1111O, w HEIGHT 1,/4" FLUSH WITH SLOPE ° SANITARY I TAR Y ° MINIMUM LETTERING 3 a 1 1/2" TYP. OF FINISHED GRADE. 1" o 0 SEWER 0 °0000000000000 1 fl O O 1-1/4 INTO COVERED 'O O C �000000000000000� O O o0000000000000000. O epepe m }� O TOP O - 1/4" J 0000000000000 O�i o o o o o 0 0 o o o o�iO PLAN 4 5 C 7 3/4" =0= 1 1/2" TYP. -CONCRETE COLLAR JC 'n \ ❑0 0 0 0 0 ❑o 0 00000000000000000c SEE NOTE 2 VJ O N.T.S. O 6" MIN. O O O O O 00° N.T.S. � � 4 - 1" HOLES 5/8" �-I O O O )0000 0000. 6 / 3 Q Q 30000 SANITARY 0000lQ� c \ �o 0 0 0 ❑o 0 0 l 7 ON 3 1/2" RAD. -1'x12" PIPE _ A O a� )0000 SEWER 0000 "� 1/2" GUSSETS ( 8 EACH ®60 DEGREES ). o 0 0 0 ❑o o❑ Bnp 3/4" �-{ CHERNIE 8" FITTING ED 0100000000000000000000o I I r 2t o 0 0 0 0 0 0 0 0 0 0 0 o r 8 L� J-" EQUAL, APPROVED - FIBER JOINT PACKING 1-1 4" -� 12" A �3/4" � 1/4„ 4 ❑� MANUFACTURER �� \ 3/4" 9" � 1 1/2" T " / PLAN ,0000000000000� � o 0�0 � Z •a000000000n' 1/2" SIDE PLAN N.T.S. •n0000n�' M 1/8" tO O O O� N2- 8" DIA. PVC 1/4" I N.T.S. N.T.S. Oro o 0 O Q C 1-11 O23 7/8" 6 MIN. 5 7 " 21" 21" 6 • 1" 1-1/2" 1/4" 7/8 MANUFACTURER ` C CAST IRON PLATEN BOTTOM SECTION A-A RING & COVER COVER COVER MANUFACTURER FRONT a a d N.T.S. O ° CAST IRON g B - POLYPROPYLENE PLASTIC AROUND RING & COVER B•� 10 N.T.S. NO. 4 DEFORMED STEEL ROOD. MODEL �� 8 25 1/2" NUMBER XXXX N.T.S. 11 24" 9 z'-o" -_ O XX/XX O SIDE ° N.T.S. OR 2'-6" MFG DATE � ® SEWER MAIN - 7" SECTION A-A PLUG TO BE SEALED UJ LEGEND ILDIAMETER VARIES N.T.S. NOTE: 22 1/2" COVER 12" 4" 12" O1 4- 1" DIA. HOLES ON 3 1/2" RADIUS. -IN SAME MANNER AS z MAIN SEWER JOINTS. E, 4 OA TOP OF COLLAR TO BE FLUSH 30" N.T.S. O2 MECHANICAL PLUG. -~ LEGEND WITH MANHOLE COVER. FRAME 12" DIA. X V-0" PVC, DIP OR CP. SECTION A-A O1 #4 REBAR HOOPS (2 EACH) SEE SECTION A-A). N.T.S. 00 O O Oo00 ® FIBER JOINT MATERIAL. MAIN x MAIN x 8" TEE a N.T.S. O #4 REBAR AT 20" SPACING. O O�Q 11 4 O3 SCORES. 1/8-1/4 7 NOTE: 2012 ISPWC USES 1" LID THICKNESS FOR NEW CONSTRUCTION. W,Ya O PVC ASTM D 3034. LU VERIFY FRAME DIMENSIONS PRIOR TO PURCHASING REPLACEMENT O O � © 45'BENDS. a NOTES: ® RIM. LIDS FOR EXISTING FACILITIES. r� T 10 tO O (, � �" Q "Y" FITTINGS. NOTES + O FRAME AND COVER PER SD-507 AND SD-507A. �� AO PLACE INTO WET CONCRETE WALL DURING c EXISTING OR NEW PIPE. 1. CLEANOUT LIDS MUST BE LABELED WITH THE WORD "SEWER". V MANUFACTURE OR AFTER CONCRETE A3 SER INTO HOLES © SEE "DETAIL A" FOR REBAR IN COLLAR. a, a aQ. e.6. 9 O9 TYPE 1 BEDDING MATERIAL. 2. FRIBILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURER'S O FINISHED GRADE. °°• / NOTES: RECOMMENDATIONS) MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE © PLASTIC COATED STEPS AS PER THIS STANDARD 2" (MIN)T. ° MISSION COUPLER OR APPROVED SUBSTITUTION. COLLARS. DRAWING OR AS APPROVED BY THE ENGINEER. ® SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT. .. O MANHOLE FRAMES AND COVERS TO HAVE A TOLERANCE OF 1/4" OR LESS. SECTION B-B O 11 UNDISTURBED MATERIAL. 3. THE MAXIMUM DISTANCE FROM A MANHOLE TO A PROPOSED CLEANOUT 0 GROUT BETWEEN RING AND COVER AND GRADE RINGS. O IS 150 FEET. B COVERS NOT TO BE WARPED. REPLACE ALL THAT RATTLE OR VIBRATE WHEN N.T.S. 10 FRIBILLATED POLYPROPYLENE FIBER (1 1/2 LBS./CY) DETAIL A TRAVELED UPON. MACHINE ALL MATCHING SURFACES. 4. NO SERVICES WILL BE CONNECTED TO THE SEWER LINE TERMINATING IN STEP IN MH WALL MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE © MINIMUM WEIGHT OF FRAME AND COVER =265 LBS. A CLEANOUT. COLLARS. N.T.S. N.T.S. 2015 2017 ACHD REVISION 2017 REVISIONS 2015 - IDAHO STANDARDS » CITY OF MERIDIAN STANDARD DRAWING NO. IDAHO STANDARDS PLASTIC COATED STANDARD DRAWING FOR PUBLIC WORKS MANHOLE STANDARD DRAWING IDAHO STANDARDS STANDARD MANHOLE STANDARD DRAWING IDAHO STANDARDS STANDARD 4 TRAFFIC STANDARD DRAWING SUPPLEMENTAL FOR PUBLIC WORKS N0' SD-509 CONSTRUCTION COLLAR N0 SD-508 FOCONSPUBLIC TRUCTIONWORKS COVER AND FRAME NO. SD-507 FOCONSTRUCTIONWORKS RATED CLEAN-OUT NO. SD-506A SPECIFICATIONS 7-TYPE CLEAN-OUT �+ CONSTRUCTION MANHOLE STEPS (ACHD SUPPLEMENT) PUe CWORKSCCNSTRUCTION �7 COPYRIGHT ©2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the 2 ' prior written permission of 2 LEGEND Lindgren:LabrieArchitecture, PLLC • \ violates the Copyright laws of the United O7 TROWEL SMOOTH R R States and will subject the violator to A ° ° n O EDGE OF GUTTER FINISH GRADE F GRADE 0 0 0 0 0 /� EXTEND PIPE (1" TO 6" MAX.) legal prOS@CUtIOn. ♦ ❑O ° ° ° ° ❑O INSIDE MANHOLE O3 1.75' X 1.75" X 1/4" ANGLE IRON. N 0 0 0 0 0 0 0 • STANDARD GRATE FRAME N 7 SEE SD-609 AND SD-610A o F_o °o STORM °O° A A A o 20 DRAWING SET ISSUED FOR ° DRAIN O4 PAVEMENT SURFACE. < CAP OR PLUG AND INSTALL �a~i SERVICE LINE MARKER a J CITY PERMIT S E T o° - - J L J OS STANDARD GRATE AND GRATE FRAME. SEE PER SD-512 (TYP.) p¢ SD-609 OR SD-610A. ¢ c�o • °❑O°0°�°�°°°❑O° 11 LEGEND © 4" X 4" X 3/8" ANGLE IRON MIN. GRADE 1/4"/FT.(2%) MIN. GRADE 1/4"/FT. INV. ? PIPE FROM INLETS Oj CONCRETE COLLAR IN PAVED STREET SECTIONS - Q (3) 7" NO.4 BARS EL A 3 AND/OR TEE IN PER SD-616. 1/16" LIP (TYPICAL) MAIN LINE. I 27-1/4" 3-0 a 4"-1/8 OR 1/16 • O GRADE RINGS GROUTED WATERTIGHT IN PLACE, r "� 28„ p BEND AS NEEDED 45' BEND ISPWC/ACHD NOT TO EXCEED 18" FROM FINISHED SURFACE 4" 18" 6„ R1/2" »B" j I TO TOP OF CONE. TOP VIEW 4 4 � MIN. GRADE 1/8"/FT. (1%) O (RE AR NOT SPRECAST HOWN).ECCENTRIC CONE SECTION. SET 13 TRANSVERSE BARS Q 6 1/2" INV. IF 4 N AT 45 DEGREES. a R1„ EL �' �' DETAILS PLAN C ® RAMNEK OR APPROVED GASKETS AT ALL JOINTS. �\•(LQ II z (GPK PART 951 OR DEEP BELL 45' BEND N.T.S. 00 PLAN O PROPERLY ALIGN ALL INTERIOR JOINTS. 1'-0" 6 N.T.S. T O I p 5 3 MIN. GRADE 1/4" /FT. 29 O PRECAST CONCRETE MANHOLE BARREL SECTION T B o B 2 ( °) OD to APPROVED EQUAL). (MIN.) 6 (REBAR NOT SHOWN). i U 5 1 N LJ 6 2" s 7 SECTION A-A ISOMETRIC H 6 PRECAST GASKETED HUB RING OR RUBBER m 12 10 9 8 O GASKETED COLLAR. 0.20% MIN SLOPE 7 ------------------- I----------- ' ----II-- I__ J » re '"-"""-------% ---- + ® SURFACING TO MATCH FLUSH WITH EXISTING �` 3 2 E DEEP BELL BY SPIGOT I- "G REVISIONS ------------------ FRAME\ I SURFACING (AS SHOWN). GRATE TYPE DATE REMARKS "F" DRAW SHEET 24" DIA. O FRAME TO BE GROUTED TO GRADE RINGS. N.T.S. q 4 NOTES: ORU APPROVED KEQUAL)925 X O a a 1 O O NSIDEERVICE D AMETEREUNLESSE 4" INSIDE OTHERWISE CD °e Z 10 FRAME AND COVER PER SD-617. 28 3 NOTED. 8"T 4" (MIN) . 11 MANHOLE STEPS. PLAN BO TYPE "C" CONNECTION WILL ONLY BE o _ "� d. �.+ 1y SEE SD-501 FOR CAST IN PLACE MANHOLE N.T.S. cO ALLOWED IF SHOWN ON THE PLANS ELEVATIONS rn 2-0 cam " BASE SEE SD-501A FOR PREFABRICATED OR OTHERWISE APPROVED BY THE o ° S 3 BASE. 6" V-2" 8" ENGINEER. N.T.S. OR 2'-s NOTES: g - ©TYPE "E" OR "F" ALLOWABLE FOR m 4 O OPTIONAL PREFABRICATED MANHOLE BASE WITH - SEE NOTES BELOW 3'-0" 2'-4" TRI'NCHES 15' DEEP OR GREATER NOTE: APPROVED PIPE CONNECTIONS MAY BE USED WITH a �, WITH PRE-APPROVAL BY THE SECTION A-A 5 ENGINEERS APPROVAL, SEE SD-501A. I 2'-0" ENGINEER. � OA TOP OF COLLAR TO BE FLUSH I � TOP OF CURB 1/8 LONG N.T.S. WITH MANHOLE COVER. _ © PLACE VERTICAL WALL ON UPSTREAM SIDE OF ^ 27 1/2" I.D. I SECTION A-A RADIUS BEND z O 3LB PER CY OF FIBER-REINFORCED 6 % 11 O '.° 6 MANHOLE, ROTATED 45 DEGREES. I FLOWLINE OF CURB N.T.S. w CONCRETE MAY BE USED IN LIEU OF 48" LEGEND REBAR WITH ENGINEER'S APPROVAL. © FOR INLET PIPE DIAMETER, D, GREATER THAN 24", BASE OF CURB 45' 90' SEE SD-613 OR SD-614. 45'MAX x 45'MAX w O1 14 REBAR (2 EACH) SEE SECTION A-A). v OD MANHOLE FRAME AND COVER: NOTCH ° w O2 #4 REBAR AT 20" SPACING. 7 6" (;MIN)�{ ` , A. REFER TO DRAWING N0. SD-617. -3 4" x 1- / x1/4" - 2 X2 III- - `O B. FRAME AND COVER SHALL BE FLUSH WITH 1 - - 26" I � DRAWN BY: BEA 3 4 o O3 SCORES. 1/8"-1/4". SLOPE OF PAVEMENT. STEEL ANGLE END VIEW TEE OR APPROVED TEE OR APPROVED lEE OR APPROVED ¢x 12 C. "STORM DRAIN" ON COVER. TOP VIEW -III= : CONNECTION CONNECTION CONNECTION ® RIM. 10 O WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER o O FRAME AND COVER PER SD-617. RING OR GASKET COLLAR WHERE THE PIPE IS IN _III- c[ e - CONTACT WITH MANHOLE BASE AND/OR MANHOLE TYPE °'AWID" TYPE "B" TYPE "C" TYPE "E" TYPE "F" JER 6 SEE "DETAIL A' FOR REBAR IN COLLAR. o ° c° - CHANNEL, IN ORDER TO INSURE A WATERTIGHT III= a SECTION A-A GRATE FRAME DETAIL , III�III (SEE NOTE B) (SEE NOTE C) (SEENO7EC) CHECKED BY: z �Bd 4" TYPE: 1 FSEAL. N.T.S. ¢ O FINISHED GRADE. / BEDDING NOTES N.T.S. - - 6 MAY 2019 � 2" (MIN.) ° - / O EITHER BASE ON SD-501 OR SD-501A MAY BE ® SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT. USED WITH EITHER MANHOLE DESIGN. -III- CONNECTION DETAILS DATE: z O FOUR-SIDED FRAME IS REQUIRED. LEGEND -III- N.T.S. w O9 GROUT BETWEEN RING AND COVER AND GRADE RINGS. O1 1-1/2" x 3/4" STEEL BARS (TYP.). -III- AS NOTED -1 1 SCALE: w 10 FRIBILLATED USED POLYPROPYLENE FIBER (1 1/2 LBS. PER CY) D ETA I L A O2 1/4" FILLET WELD ALL BARS. =III= MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE COLLARS. N.T.S. 4 PLACES (TYP.) SECTION B-B a O3 WELD (4) 1/2%7" STUDS. N.T.S. R171127 2017 ACHD REVISION JOB NO. 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION 2015 m IDAHO STANDARDS IDAHO STANDARDS STANDARD DRAWING FOR PUBLIC WORKS STANDARD CONCRETE STANDARD DRAWING IDAHO STANDARDS CATCH BASIN GRATE STANDARD DRAWING IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING IDAHO STANDARDS S TAN D AR D SEWER STANDARD DRAWING FOR PUBLIC WORKS MANHOLE COLLAR NO. CONSTRUCTION NO. FOR PUBLIC WORKS N0. FOR PUBLIC WORKS NO. FOR PUBLIC WORKS N0 SD-511 (ACHD SUPPLEMENT) SD- 61 6 (ACHD SUPPLEMENT) CATCH MANHOLE SD-611 CONSTRUCTION TYPE SD- 609 CONSTRUCTION TYPE I SD- 601 CONSTRUCTION SERVICE LINE (ACHD SUPPLEMENT) I (ACHD SUPPLEMENT) C002 w H o H O a RENNISIMIN ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 2624/8� 1 1/8 �22 /8� 1 1/8 23 3/4 � + 233 3 3/4 L ■ ' 7/8 21/8 1 , 2 21 7/8 25/8 21 LINDGREN : LABRIE � } I� � PLACE CONCRETE & CRUSHED BASE PLACE CONCRETE & CRUSHED BASE 23 5/8 23 5/8 ARCH ITECTU RE PER SD-709 REQUIREMENTS PER SD-709 REQUIREMENTS (WHEN APPLICABLE) (WHEN APPLICABLE) SIDE VIEW SIDE VIEW 2'-0" 2'-0" 1" Manhole Riser 1 1/2" Manhole Riser R1/2 R7/2"6„ 1'-6" 6' 1-6" R1/2., • 26 1/8 1 1/8 26 1/8 1 1/8 .. - R7" R1" 2 24 30' CROWN 23 3/4 23 3/4 L TAPER (MIN.) } N a 1., BATTER 2 13 1/8 3rT4 1/8 R3 -1/2" - „�, R3 1/2" in f 21 /8 f 1/2" f 1/2" f - 21 7/8� -y 1 �. C L 23 5/8 23 5,/8 ONAL \^25� SIDE VIEW SIDE VIEW 1 3 D p p D 2" Manhole Riser 3" Manhole Riser /�E IDIAN* APPROVED FOR o IDAHO CONSTRUCTION 264 3 B D op o D nD Q 26 1/8 1 1/8 26 1/8 1 1/8 D p D . . p 3 D D . . D 2323/ �2323/— These plans and/or specifications have been reviewed for MONOLITHIC POUR CONCRETE p p D p \ T� T� compliance with Meridian City Standards and Specifications. rF OF SOP i 1 PER SECTION-703. p o I 5 1/8 This review does not relieve the owner, engineer, or contractor Y D � D � D. D � D � 3 D .. � D � D 4 5 6 1/8 AN �� EXPANSION JOINT AT POINTS f of the responsibility to design and/or construct those facilities AP 5/6/19 OF RADII TERMINAL.O© 6,. 4" AGGREGATE BASE 6.. 4" AGGREGATE BASE 21 7/8� �21 7/8� in compliance with all current applicable federal, state and local PERSPECTIVE laws, rules, regulations, ordinances, development agreements, 23 5/8 23 5'/8 specifications, orders or approvals, all of which the City retains 4'-0' the right to enforce. Inconsistencies not noted by City staff shall SIDE VIEW SIDE VIEW R1/2•' 2 Q 1i2"Q 4" Manhole Riser 5" Manhole Riser not be construed as approved unless specifically addressed N in writing by the City. Any proposed revision to these plans must 25 3/4 2s 1/8 be submitted for review and compliance with the Meridian City C9 3/4 1 1/6 Standards and Specifications before said revision is constructed. � NOTES: NOTES: 3/4 �23 3/ LEGEND. 23 3 4 � Oq THIS CURB TYPE IS FOR USE WITH BMP 34 PERMEABLE INTERLOCKING CONCRETE PAVERS (PICP) ONLY. O GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND 2 2 7/$ T � Name Dote 0 (� 6" OF 3/4" MINUS CRUSHED THE PUBLIC AGENCY HAVING JURISDICTION. 1 7 1/8 AGGREGATE BASE MINIMUM. © BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS © BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS 1/2 6 7 1/8 SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. (2� CONCRETE. 1 � z /� C SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER C SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER U 1/2" EXPANSION JOINT. TYPICAL SECTION PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. SIDE VIEW 21 7/8�I OD CONTINUOUS PLACEMENT REQUIRED UNLESS APPROVED IN WRITING BY ACHD. SCORE INTERVALS AT 10-FEET MAXIMUM OD CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING Manhole Cover Frame SPACING OR 2X SIDEWALK WIDTH PER ISPWC SECT 703. (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING). Min. Weight 147 Ibs 23 5/8I W e6 NOTES: SIDE VIEW '— OE MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. OE MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. A GRADE OF GUTTER MINIMUM o.a%. NOTES: ( F BACKFILL AS PER SECTION-706. F BACKFILL AS PER SECTION-706. 6" Manhole Riser ■ O O OA FIBERGLASS DUST PAN REQUIRED � •L (D FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. ON ALL MANHOLES THAT ARE NOT @ FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. ON PAVED STREETS. C OH STANDARD CURB TO BE USED ON: G 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED. ©MANHOLE FRAMES & COVERS SHALL (D PAY LIMITS FOR VALLEY GUTTER. 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLL CURB. BE SET FLUSH WITH ADJACENT ROADWAY FACILITY GRADE ■ 3. TO MATCH EXISTING CURBS. / 4. SEE SD-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. (t/- 1/8"). COVERS SHALL NOT BE WARPED. � J 06 � ANY WARPED COVERS SHALL BE REPLACED. MACHINE ALL MATCHING SURFACES. W 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION ©ALL UNITS IN INCHES. IDAHO STANDARDS IDAHO STANDARDS >> IDAHO STANDARDS 6�� VERTICAL STANDARD DRAWING STANDARD DRAWING STANDARD DRAWING IDAHO STANDARDS � > FOR PUBLIC WORKS NO FOR PUBLIC WORKS 6 REVERSE PAN NO FOR PUBLIC WORKS NO FOR PUBLIC WORKS STANDARD MANHOLE FRAME, STANDARD DRAWINGS Q (ACHD NSUPPLEIMENT) VALLEY GUTTER SD-708 (ACHD NSUPPLEIMENT) VERTICAL CURB SD-701 R (ACHD NSUPPLEIMENT) CURB' AND GUTTER SD-701 CONSTRUCTION COVER, AND RISER NO. SD-617 (ACHD SUPPLEMENT) 3/8" OR PE=R 7 3/8" OR PER 3/8" OR PER 7' 4' MANUFACTURER'S MANUFACTURER'S 4 MANUFACTURER'S 4 NOTES: RECOMMENDATI DNS 1/4"-3/8" RECOMMENDATIONS 1/4"-3/8" RECOMMENDATIONS� � 1/4"-3/8' 6" STD CURB 1.75� %t 0.25% .— 5" THICK CONCRETE 'f 12" — G NOTES: O TO THE MAXIMUM EXTENT POSSIBLE, THE TINS UNITS SHALL BE ORIENTED r —12:1 SLOPE -- �� SUCH THAT THE ROWS OF IN-LINE TRUNCATED DOMES ARE PARALLEL WITH U-1 / ___---- --- 1 75% t 0.25% OA THIS TYPE OF RAMP TO BE USED FOR ALL CORNERS EXCEPT WHERE LOCAL STREETS MEET. THE DIRECTION OF THE RAMP SURFACE. THE TINS SHALL BE 24" IN THE 6" STANDARD CURB M d _ } DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP, AND GUTTER 3;7 p/C/ coI © CURB ON THE RADIUS TO BE 6" STANDARD CURB FOR SHOWN DIMENSIONS. LANDING OR BLENDED TRANSITION. - Z 'J G d d © ALL RAMP SURFACES TO BE 12 TO 1 SLOPE TO CONFORM TO ADA REQUIREMENTS. `� SECTION A-A ' ` >D °`� ■ M d d BO TWS UNITS SHALL BE TAMPED OR VIBRATED INTO FRESH CONCRETE TO N.T.S. 06 3 D THIS TYPE OF CORNER TO HAVE TWO RAMPS CENTERED IN RADIUS WITH 6' BETWEEN RAMP WING TIPS. ENSURE THAT THERE ARE NO VOIDS OR AIR POCKETS, AND THE FIELD a- 4" OF 3/4" MINUS CRUSHED BASE 3 "� O LEVEL OF THE TINS UNIT IS FLUSH TO THE ADJACENT CONCRETE SURFACE. - MATERIAL AS PER SECTION-800 4_0 \ \ a ,. THE TINS UNIT MUST BE PRE-MANUFACTURED AND MEET THE DIMENSIONS W W d a <T OE CORNER RADIUS IS 30' AS A MINIMUM WHEN ADJOINING ANY COLLECTOR OR ARTERIAL STREET. THE ENGINEER MAY AND SPACING SHOWN. INSTALLATION IS TO BE PER MANUFACTURERS G REQUIRE LARGER RADIUS SIZES WHERE LARGER VEHICLE TURNING IS EXPECTED. SPECIFICATIONS. SURFACE IS TO BE A STANDARD COLOR OF YELLOW. PERPENDICULAR RAMP d 6'� EXTEND SUBGRADE & BASE L O PROPERTY TRIANGLES TOANGLE SIZE TO BE ACCOMMODATE VARIOUSL TO TRAF CEEQUIPMENT AND IUS SIZE S¶MTIESUM. THE ENGINEER MAY REQUIRE LARGER C THE TINS UNIT SHALL BE LCOATED SO THAT THE: EDGE NEAREST THE IES �plcA( G1E D 6" BEYOND CURB '�n� p © THE RAMP THROAT WIDTH TO BE 4 FEET MEASURED PERPENDICULAR TO THE 7 FOOT THROAT SIDE. THE RAMP O CURB LINE IS 6" MINIMUM AND 8" MAXIMUM FROM THE CURB FACE. RAMP X V) d FOOTTHRO SIDE IDEEOFi TO BE 7 THE RAMP THROAT TO BE PARALLEL WITH THE EXPECTED PATH OFT MEASURED FROM THE FACE OF THE CURB TO THE BACK OF THE THE PEDESTRIANPANDCH.NOT THE 7 THE TINS MUST SPAN THE FULL WIDTH OF THE [RAMP OPENING. 0 5% SHA 5" THICK CONCRETE 12 Guj •`J PERPENDICULAR TO THE CURB. FOR EXAMPLE: PARALLEL WITH THE CROSS WALK STRIPES OR STOP BAR. DO DETECTABLE WARNING SHALL HAVE A DIAMETER OF 50% TO 65% 0OTC t 0- ,101E G - RA� l MATCT�0N 3" ROLLED CURB 1.75%t 0.25% 3\ OF THE BASE DIAMETER OF DOME. 5 E Mp N CR AND GUTTER SILICONE SEALANT HOT APPLIED R ROD ANT HOT LBACKER ROD O THE RAMP WINGS TO BE 6 FEET MEASURED AT THE CURB FACE FOR 6"STANDARD CURB. x 1 ,�P�' SE0M R�qi APpROgCE TNI� OI ALL RAMPS TO HAVE A 4 FOOT WIDE CONTINUOUS PATH BEHIND THEM FOR PEDESTRIANS. a H V H K 3/4" OJ ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS TO BE 5 INCHES THICK WITH 4 INCHES OF �, ' N� "''/��•., 121 0>;.APpR IfS p �IICkNFSS 3/8" OR PER A / .,� 3/4 INCH AGGREGATE BASE. ' /�/ 1� AON p pO�I 5� p ° 4" OF 3/4" MINUS CRUSHED BASE Z 6 MANUFACTURER'S 8 /i' C 7 RECOMMENDATIONS 1/4"-3/8" O O SEF N }/3r DEP ER CONY&Ap5� MATERIAL AS PER SECTION-800 e co eS / STRUOTD OA O EXTEND SUBGRADE & BASE O 4, O O O O NOTE B '� SKEWED RAMP �P>; I_,N plgN 6" BEYOND CURB o n dQ 7' (,l�l S 6" STANDARD CURB O O O l' TT � VARIES 12" 5" THICK CONCRETE 12 1 Guj a a v E 6 B s-10 N B \V// Oa OO OO GUTTER 3:7 F 3 d " STANDARD CUR ., AND 4' °' DOME SECTION SEES a CONCRETE ASPHALT/ m DOME SPACING ISO E S4 RMIN E REPAIR — �' SECTION A-A 4" D ( ) 4" OF 3/4 MINUS CRUSHED BASE /HOT MIX Q THICK " Turnin % ' - MATERIAL AS PER SECTION-800 I PCC / o MIN. MAX. EMI D• i �� 5 TIE BAR a Space N.T z A 1 5/8" 2 3/8" CONCRETE TO ASPHALT THICK N B 7/8 1 7/16" �0�- Q. VIES �/ �.,�� EXTEND SUBGRADE & BASE COMPRESSION SEAL 1z" v' 1z" BASE / 2;:" 'A 6" BEYOND CURB ° PROPERTY TRIANGLE 1 6' '/;'••. ;�,a='-' i, B VARIES 12° 1�" '( CONCRETE TO ASPHALT TRANSITIONS \ G �— 0• ., ; r,or �E� 5" THICK CONCRETE _ _I 1 c� °°°°°°°°°°° °°°°°°°°°°°° E G 1.75% f 0.25% °°°°°°°°°°°° PER NOTE F. •.'•• RP 5'-10' 3�• u„1 a y LINO SE 3" ROLLED CURB — i > NOTES: of 3� AND GUTTER 3/Fj < 0 C Clear �A APPROACH TO CONFORM TO THE LATEST A.D.A. STANDARDS. TMPIGPU) GORE °s v :o CC Z LEGEND NOTES Q` ' Space B CHANGES EXPANSION JOINT AT TIP OF APPROACH WINGS AND WHERE SIDEWALK (1P PR p SURFACE REPAIR 4" OF 3/4" MINUS CRUSHED BASE fJ P O �D D R' (' S g., n e°p� (4' MIN) MATERIAL AS PER SECTION-800 O1 TOOLED SURFACE REQUIRED EXCEPT FOR SELF OA THE PAVEMENT EDGE IS TO BE PLACE APPROXIMATELY VERTICAL. \ y/ti �• Ramp © BASE TO BE A 4" THICKNESS OF 3/4" MINUS CRUSHED AGGREGATE PER I..L LEVELING TYPE SEALANT. y SECTION - 802. ©A CONSTRUCTION JOINT SHALL BE AT LEAST 2' FROM A SAWED JOINT. \ \� A/� RAMP WITH VERTICAL CURB OD RESIDENTIAL APPROACHES SHALL BE CONSTRUCTED WITH CONCRETE 5" THICK O2 APPROVED SILICONE SEALANT. 4' MIN. EXTEND SUBGRADE & BASE W ©TRAVERSE AND LONGITUDINAL JOINT SHALL BE SAWED JOINTS. �' FROM TIP IS WING TO TIP OF WING UP TO S THE EXPANSION JOINT. WHEN 6" BEYOND CURB 3O THE BACKER ROD MUST BE COMPATIBLE WITH THE - e SIDEWALK IS SEPARATE FROM CURB THE SIDEWALK IMMEDIATELY BEHIND THE � O ®3 _ 9t NOTES: SEALANT AND SLIGHTLY OVERSIZED TO RESIST O SEALANTS AND PREFORMED SEALS SHALL. BE APPLIED IN ACCORDANCE WITH THE APPROACH THROAT SHALL BE 5" THICK ALSO. MOVEMENT DURING SEALING OPERATION. MANUFACTURES REQUIREMENTS. Y Y OA LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. a- gin- OE COMMERCIAL APPROACH THROAT WIDTH SET BY POLICY AND APPLICATION. ALL CONCRETE ® HOT ,APPLIED SEALANT - ASTM D 3405. O MAKE A VERTICAL SAW CUT IN THE ASPHALT TO SERVE AS A FORM FOR THE RAMP DETAIL 6" STANDARD CURB 0" To 2" TO BE 6" THICK FROM TIP OF WING TO TIP OF WING UP TO THE EXPANSION JOINT. OB BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. V END OF THE CONCRETE PAVEMENT. WHEN SIDEWALK IS SEPARATE FROM CURB THE SIDEWALK IMMEDIATELY BEHIND THE ON RADIUS. OS ANY (PAVEMENT ADHERING TO THE CONCRETE FACE APPROACH THROAT SHALL BE 6" THICK ALSO. © SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% t 0.25%UNLESS OTHERWISE SPECIFIED BY THE OWNER. AFTER SAWING SHALL BE REMOVED. OF PREFERRED PRACTICE IS TO PLACE THE CONSTRUCTION JOINT 6" STANDARD CURB AT THE LOCATION OF A PLANNED CONTRACTION JOINT AND USE DOWEL BARS SKEW RAMP PER NOTE G. . O ALL CONCRETE SHALL BE CLASS 3000 PER SECTION - 703. OD SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. - © HOT POURED SEALANT - ASTM D 3405 FLUSH PER STANDARD TRANSVERSE JOINT DETAILS. Ik v WITH SURFACE. SIDEWALK WIDTH MAY VARY. ", OE 1/:>_" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO ' ©DIMENSIONING REFERS TO SEALANT DEEP. ONLY. SAW CUT TO CONTROL °• PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. O7 APPROVED SILICONE SEALANT 1/4" - 3/8" BELOW SLAB CRACKING SHALL BE D/3 DEEP. "D" EQUALS DESIGN DEPTH OF CONCRETE TYPICAL CORNER �� SURFACE. PAVEMENT. 3C1' RADIUS MINIMUM ° •. o OF DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" ® PREFORMED COMPRESSION SEAL- ASTM D 2628. MINUS CRUSHED BASE. SECTION C—C 2017 ACHD REVISION 2015 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION ORIDAHOP STANDARDS CONCRETE PAVEMENT STANDARD DRAWING IDAHO PUBLIC STANDARDS PEDESTRIAN RAMP TYPE ,�A„ STANDARD DRAWING IDAFORHPUBLIC WOR S TACTILE WARNING SURFACE STANDARD DRAWING IDAFORHPUBLCNDARDS WORKS CONCRETE DRIVEWAY WITH STANDARD DRAWING IDAFORHPUBLIC WOR S CONCRETE STANDARD DRAWING FOR PUBLIC WORKS No. SD-714B FOCONSTRUCTIONKS FOR NEW DEVELOPMENT N0 SD-712A CONSTRUCTION TWS FOR PEDESTRIAN ACCESS N0 SD-712 CONSTRUCTION SIDEWALK AROUND APPROACH N0 SD-710A CONSTRUCTION N0 SD-709 CONSTRUCTION SAWED JOINTS (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) SIDEWALK COPYRIGHT ©2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the 3"x 3" HIGH TENON prior written permission of DESIGN NOTES: BOM EXISTING RIGHT-OF-WAY WIDTH Lindgren:Labrie Architecture, PLLC 1.) MIN.DESIGN CRITERIA PER ACI-318 CODE&AS NOTED P/N QTY DESCRIPTION AX NUMBER 4'-0"MIN LENGTH 2.) DESIGN LOAD: violates the Copyright laws of the United CABLE/CHAIN REQ'D A. AASHTO HS-25-44,WITH IMPACT 1 4 MB 6in SLAB A-ANCHOR 8500250 16 DIA. EXISTING IMPROVEMENTS REQUIRED NEW IMPROVEMENTS (ACROSS � I States and will subject the violator to FOR SAFE LIFTING B. SOIL WEIGHT-120 PCF 2 1 BOLT&GASKETED I REQUIRED legal prosecution. C. DEPTH OF OVERBURDEN=0 FT-5 FT THE FLATS) g D. EQUIV.FLUID PRESSURE=40 PCF RING&COVER MATCH E. LATERAL LIVE LOAD SURCHARGE PER CODE. 0.25 NAMPA MIX DESIGN#5 8900500 w I WIDTH 3.) CONCRETE 28 DAY COMPRESSIVE STRENGTH:6000 PSI ? E_===_______;�___r___________________________________--___________________ _________ - ------------------------------------' •°�°•° �. . . , � DRAWING SET ISSUED FOR REBAR TOTALS �===_--- ------------------------------ --- 4.) STEEL REINFORCEMENT:REBAR ASTM A-615,GIRD 60 , L-------------------------------------------------------------_____________------_____-� ,\ 5.) CEMENT:ASTM C-150 SPECIFICATIONS WEIGHT(LBS) DESCRIPTION AX NUMBER o 6.) DESIGNATED EMBEDDED LIFTERS MUST BE USED.USE 37 #4 REBAR I REFER TO SD-801 I CITY PERMIT S E T FOR TYPE AND PROPER RIGGING TO ASSURE ALL LIFTERS ARE EQUALLY DESCRIPTION. ENGAGED WITH A MIN.OF 60 DEG.ANGLE ON SLING. WEIGHTS (( I I COVER�� I I DESCRIPTION LINE# WEIGHT(LBS) LATCH LIFTING DIAGRAM TOP SLAB 1019 SCALE 1/4"=V-0" // N M ISPWC/ACHD HINGED DOOR BALLAST 4,_O,. 5.. HOUSING DETAILS SET SCREWS 9" 3 a 24"ACCESS OPENING FOR FIXTURE o A BOLT AND GASKETED o, RING AND COVER DRAWING SHEET REVISIONS Xy =__--------- x O II II N P �I BOLT RING TO LID WITH N X DATE REMARKS II II Y44"REDHEAD ANCHORS o o IN 4 LOCATIONSca NOTES: rn s v li B Bin SLAB A-ANCHOR C) ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. `�i m II II 7�4" C) STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. II�I I M iV 11" 10" DIA. CC) RIGHT-OF-WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND j I,Jf�) ll TYPE OF USE. =__ ___ OPENING C) MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE:. ~ o 0 ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF APPROVED FOR FABRICATION/DATE ;�i:��': �"�'. SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. w U �• '`[r `n C) MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND 'TYPE o A 2'_0" A 5"x 7"x 3" H , ' OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL } DOOR OPENING ^'! TYPE. SEE SECTION-700. W m Oldcasfde infrias#ruc#ure ANCHORAGE & DOOR ,:+;' N F� STANDARD CURB AND GUTTER RECOMMENDED, WITH ROLL CURB USE BASED ON LOCAL POLICY, SEE w �cgH•_wvaNe WIRING ACCESS OPENING `-') SECTION-700. o PLAN VIEW 9�A 11 (2 PER POST) SCALE 1/2"=V-0" - o o cAs L c u s B EA o Y/,/\Y\ / -v CONFIDENTIAL,SUBMITTEDFORREFERENCEPURPOSESON-,ANDSHALL C) CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND TYPE OF USE. SEE SECTION--700. W X ��/ \ NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF,OR WITHOUT X THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE. DRAWN BY. Z Cj \� OX19OLDCASTLEINFRASTRUCTUREALLMKSRESERVED C STREET CORNER RADII SIZES SET BY LOCAL POLICY AND TYPE OF USE. a ,nUU %.:.:..:::': .. o ---- 3 ,.3 VAULT ID �) DSTANCEER EVEHION, VERTICAL ICLE DESIGN SPEEDS, MATCHNG AND IZEXISTINGNTAL LRVE IMPROV IMPREMENTS ROVEMENTS AND SET BYASED OLOCALHPOLICY o `� 6„ 24"MAI D2MECE CENTERED OPENING `� AND TYPE OF USE. CHECKED BY: JER < y \/A ---------- � PRODUCTION DRAWING 13" OIA. J) ASPHALT MATCH SHALL DRAIN TOWARD EDGE OF PAVEMENT OR CONCRETE CURB AND SHALL HAVE o `' {f I CUSTOMER BOLT CIRCLE A MINIMUM CROSS SLOPE OF 1% WITH 2%RECOMMENDED. CROSS SLOPE OF 4%MAXIMUM IN TRAFFIC 6 MAY 2019 o, CASH SALE LANE WITH 8% MAXIMUM IN PARKING AREA. DATE: Z DETAIL JNT BOLT PATTERN w VIEW A-A JNT A A DRAWN NG CH c A SCRDE C) EXISTING ASPHALT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL AND/OR PERPENDICULAR TO .� SCALE 1"=1'-0" THE CENTERLINE OF THE STREET AND SEALED WITH AN ASPHALT TACK COAT BEFORE PAVING. LL m 5/2/2019 SB CLIP MPB SCALE 1/2"=1'-0" �_ 18Y2" DIA. _ I AS NOTED p, DRAWING NUMBER REVISION SM W L.L240-3x31id-001.idw DATE , of , JOB No. R171127 N REVISED 2013 2017 ACHD REVISION GRAVITY IRRIGATION BOX WATER-TIGHT LID �SUPPLEMENTAL OF IN HISTORICAL STREET LIGHT STANDARD DRAWING NO. IDAHO STANDARDS TYPICAL STREET w FOR PUBLIC WORKS STANDARD DRAWING SCALE: NOT TO SCALE TO THE ID IDAHO SPECIFICATIONS FOR N 0. PUBLIC WORKS CONSTRUCTION POLE DETAIL (ACHD 'SUPPLEMENT)IWI DEN I N G SD—806 RE: GRAVITY IRRIGATION PLAN, SHEET C4.4 ( W COm3 0 a NOTE: ALL DETAILS SHOWN THIS SHEET ONLY APPLY TO ON-SITE PRIVATE FACILITIES LOCATED OUTSIDE OF ACHD RIGHT-OF-WAY. RENNISIMIN ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 a 6"OF PORTLAND CEMENT CONCRETE(PCCP) 3"OF TYPE III ASPHALT CONCRETE 2.5"OF TYPE III ASPHALT CONCRETE GENERALLY ADHERING TO ITD SPECIFICATIONS FOR ° URBAN CONCRETE, CONTROL JOINTS ON 12'CENTERS ■ a ° OR LESS 4"OF 3/4"MINUS CRUSHED 4"OF 3/4"MINUS CRUSHED 4"FREE-DRAINING GRANULAR FILL MAT(DRAINAGE - AGGREGATE BASE COURSE AGGREGATE BASE COURSE L I N D G R E N : L A B R I E FILL COURSE), SAND&GRAVEL MIXTURE COMPLYING ARCH ITECTU RE WITH ISPWC SPECIFICATIONS FOR 3/4-INCH (TYPE 1) �— CRUSHED AGGREGATE,COMPACTED TO NO LESSTHAN 95% O O DETERMINEOF THE D BY ASTM MAXIMUM DRYDENSITY AS O O SDC 12"OF 6" MINUS PIT RUN O O SDC 10"OF 6" MINUS PIT RUN � � O O O O � � �OQOQC �OQOQC O O REFER TO PROJECT GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION \ I � \ r�ONA( SUBGRADE TO BE ��/��/��/�� SUBGRADE TO BE ISTF�Y�y VERIFIED FOR COMPETENCY //\\//\\//\\/\ex\ VERIFIED FOR COMPETENCY NOT FOR USE WITHIN ACHD RIGHT-OF-WAY (INCLUDING ALLEY), / //� ALSO SEE PROJECT GEOTECHNICAL ENGINEERING //\//\//\//\//\� ALSO SEE PROJECT GEOTECHNICAL ENGINEERING //\//\//\//\//\� ALSO SEE PROJECT GEOTECHNICAL ENGINEERING 264 FOR VALLEY GUTTER LOCATED WITHIN ACHD RIGHT-OF-WAY j\�j\�j\�j\�j\� REPORT PREPARED BY MATERIALS TESTING& \�\\�\\x \�\\� REPORT PREPARED BY MATERIALS TESTING& \�\\�\\�\\�\\� REPORT PREPARED BY MATERIALS TESTING& SEE ISPWC SD-708 (ACHD SUPPLEMENTAL) ON SHEET C0.3 / / / / / INSPECTIONS(MTI FILE NUMBER B190042g)' ( g)'DATED / / / / / INSPECTIONS MTI FILE NUMBER B190042 DATED ( g)' INSPECTIONS MTI FILE NUMBER B190042 DATED Oi,O/O/.O/.00 a 3.00' j/ / / / /j\ JANUARY 28,2019,AND SUBSEQUENT ADDENDA. JANUARY 28,2019,AND SUBSEQUENT ADDENDA. JANUARY 28,2019,AND SUBSEQUENT ADDENDA. j rF qN APp��', 1.50' 1.50' HEAVY-DUTY LIGHT-DUTY 5/6/19 RIGID CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT R=1/2"� SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE 1 N ° ° QD N W 6' 2'-0" WIDTH PER PLAN o ° ° Qq a a O ° o a TOOLED JOINT a ° ° ° WIDTH PER PLAN a ° ASPHALT SURFACE, ° ° a a PARKING STALL 1.50%±0.25% 1",TYP 1.50%±0.25% W a \Ilk -0 CO a ° ° \�\\ / T W 2t\ \/\// / / / 6-FT PRECAST CONCRETE WHEEL STOP, 2"OF 3/4"MINUS CRUSHED GRAVEL/\ \/ NOTES OLDCASTLE ITEM#1801050 OR EQUAL, BASE COURSE PER DIV.800 OF THE"/j�/��/��/��/j\/j\/j\/j\/j\/j\/j\/j\///��//%j�/��/��/��/��/��/��/��/��/��/��/j�� \'\/��//%//j�//j�//j�//i\//%////////\\//��/\\/��/\��/\�//;�/��\/\\i�\��\ ■ 6"OF 3/4"MINUS CRUSHED GRAVEL BASE COURSE \/\/\/\/\/\/\/\/\/\/\/\/\ ,�\/\/\/\/\/\/\/\/\/\/\/ � J N 1. PROVIDE EXPANSION JOINTS @ 25'OC MAX. PER ISPWC DIVISION 800,COMPACT BASE TO INSTALL PER MANUFACTURER'S ISPWC, COMPACT BASE TO EXCEED\//\\//\\//\\//\\//\\//\\/��\/\\//\\//\\/��/ \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// 4'DEPTH CONCRETE 2. SACK FINISH EXPOSED SURFACES. a RECOMMENDATIONS 95%OF STANDARD DENSITY � �/�/� \/��// / \ \�/j EXCEED 95/o OF STANDARD DENSITY / /�\�//�//�//�//�//�//// LIJ 2"OF 3/4"MINUS CRUSHED GRAVEL BASE O ALSO SEE PROJECT GEOTECHNICAL ENGINEERING ALSO SEE PROJECT GEOTECHNICAL ENGINEERING COURSE PER DIV.800 OF THE ISPWC. o REPORT PREPARED BY MATERIALS TESTING&ALSO SEE PROJECT GEOTECHNICAL ENGINEERING > > REPORT PREPARED BY MATERIALS TESTING& REPORT PREPARED BY MATERIALS TESTING& COMPACT BASE TO EXCEED 95/o OF W U)NOTE: STANDARD DENSITY. INSPECTIONS(MTI FILE NUMBER B190042g), DATED INSPECTIONS(MTI FILE NUMBER B190042g), DATED INSPECTIONS(MTI FILE NUMBER B190042g), DATED O JANUARY 28,2019,AND SUBSEQUENT ADDENDA. SCORE SIDEWALK AT INTERVALS 0 TO MATCH WIDTH OF SIDEWALK JANUARY 28,2019,AND SUBSEQUENT ADDENDA. JANUARY 28,2019,AND SUBSEQUENT ADDENDA. W CONCRETE VALLEY GUTTER CONCRETE SIDEWALK (FLUSH WITH PARKING STALL) SITE CONCRETE SIDEWALK CN ,_ LLI SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 4 Z3 co m co . _ 06 0 Cz LIJ a L _ (J) � 5 z o M 6" ��` �'� TH P O TYP. ti ER P�qN 6„ ~ 4 ' TYP. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o°o°o o •� 00000°° ROUNDED CORNERS,TYP °oo°° ° DETECTABLE WARNING PER ISPWC SD-712, DETECTABLE WARNING PER ISPWC SD-712, DETECTABLE WARNING SHALL BE FABRICATED DETECTABLE WARNING SHALL BE FABRICATED INSERTS CAST INTO THE CONCRETE(STAMPED INSERTS CAST INTO THE CONCRETE(STAMPED W CONCRETE AND ADHESIVE MATS NOT ALLOWED) / CONCRETE AND ADHESIVE MATS NOT ALLOWED) — AND SHALL BE COLORED"TRAFFIC YELLOW" AND SHALL BE COLORED"TRAFFIC YELLOW" Z Q a ACCESSIBLE RAMP AT ATTACHED SIDEWALK - TYPE 2 V 2:ACCESSIBLE PEDESTRIAN RAMP - TYPE I L SCALE: NOT TO SCALE 8 SCALE: NOT TO SCALE 7 = 0 F- U COPYRIGHT ©2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United States and will subject the violator to legal prosecution. DRAWING SET ISSUED FOR CITY PERMIT SET SITE CONSTRUCTION DETAILS DRAWING SHEET REVISIONS Q DATE REMARKS CD G U H Z W a 0 w 0 �E IDIAN* APPROVED FOR Z IDAHO CONSTRUCTION BY: BEA a 1 1 These plans and/or specifications have been reviewed for CHECKED BY: JER compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor DATE: 6 MAY 2019 of the responsibility to design and/or construct those facilities W LL in compliance with all current applicable federal, state and local AS NOTED laws, rules, regulations, ordinances, development agreements, SCALE: specifications, orders or approvals, all of which the City retains R171127 the right to enforce. Inconsistencies not noted by City staff shall JOB NO. not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. C004 0 Name Date a ODEMOLITION KEYNOTES NOTE:NOT ALL KEYNOTES SHOWN APPLY TO THIS SHEET(SEE PHASE 2 DEMOLITION PLAN,SHEET C1.2) DEMOLITION NOTES 1. PROTECT EXISTING FIRE HYDRANT TO REMAIN. 17. REMOVE EXISTING IRRIGATION DISTRIBUTION LINES&VALVES. SEE LANDSCAPE PLANS FOR MODIFICATIONS TO STREET 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 2. PROTECT EXISTING ABOVE-GRADE GRAVITY IRRIGATION BOX TO REMAIN. TREE IRRIGATION DISTRIBUTION LINES. APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION 18. REMOVE EXISTING CITY STANDARD STREET LIGHT&ASSOCIATED ELECTRICAL BOX, RE-INSTALL AT LOCATIONS SPECIFIED OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES 3. PROTECT EXISTING BELOW GRADE UTILITY LINES(IDAHO POWER, INTERMOUNTAIN GAS, CENTURYLINK, ETC.)TO REMAIN.COORDINATE WITH RESPECTIVE UTILITY COMPANY DESIGNS. SEE DEMOLITION NOTE 1. ON SITE ELECTRICAL PLAN,SHEET E1.0. ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. PROTECT EXISTING 8"GRAVITY IRRIGATION LINE TO REMAIN. COORDINATE WITH SITE UTILITY PLAN INCLUDED IN THIS PLAN 19. REMOVE EXISTING NON-CITY STANDARD STREET LIGHT AND SALVAGE TO CITY. 2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE SET. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER MASTER(JIM MARSDEN)AT 208-830-8195 AS NECESSARY. 20. DEMOLISH&HAUL OFF EXISTING BUILDING TO SUBGRADE. SEE DEMOLITION NOTE 4. CONTRACTOR SHALL ALTER FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. R E N N I S IMI N ENGINEERING 5. PROTECT EXISTING SEWER MANHOLE TO REMAIN. VERTICAL CUTS TO MEET OSHA REQUIREMENTS(MAY REQUIRE IMPORT AND PLACEMENT OF STRUCTURAL FILL). REFER TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 6. TEMPORARILY REMOVE EXISTING CITY STANDARD STREET LIGHT&ASSOCIATED ELECTRICAL BOX AS NECESSARY. EXISTING BUILDING DRAWINGS FOR APPROXIMATE ELEVATIONS. AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 COORDINATE WITH SITE ELECTRICAL PLAN,SHEET E1.0. COORDINATE WITH CITY AND IDAHO POWER AS NECESSARY. 21. REMOVE EXISTING STORM DRAIN STRUCTURE AND ASSOCIATED PIPING. CONTRACTOR SHALL EXPLORE BELOW GRADE 3. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR SERVICE DISCONNECTS PRIOR 7. REMOVE&SALVAGE EXISTING TREE,TREE GRATE&FRAME,AND IRRIGATION VALVE BOX. REINSTALL TREE GRATE& DISPOSAL FACILITIES(e.g. SEEPAGE BED)AND COORDINATE POTENTIAL REMOVAL AND REPLACEMENT WITH STRUCTURAL TO BEGINNING WORK. SEE SHEET C4.5 FOR CONTACT LIST. FRAME WHERE SHOWN ON LANDSCAPE DRAWINGS. FILL WITH PROJECT GEOTECHNICAL ENGINEER. COORDINATE WITH GRADING&DRAINAGE, UTILITY,&BUILDING PLANS 4. ALL DEMOLITION WASTE HANDLING AND DISPOSAL SHALL CONFORM WITH ALL /fE IDIAN* AP PROVED FO R INCLUDED IN THIS PLAN SET. APPLICABLE LOCAL,STATE,AND FEDERAL LAWS AND REGULATIONS. i oA H o 8. COMPLETELY REMOVE EXISTING ON-SITE TREE. REFER TO LANDSCAPE PLANS TO CONFIRM TREES TO BE REMOVED. 22. REMOVE EXISTING STORM DRAIN CATCH BASIN. SEE STORM DRAINAGE PLAN,SHEET C3.0, FOR MODIFICATIONS TO CONSTRUCTION 9. COMPLETELY REMOVE EXISTING JUNIPER TREES ALONG SHARED PROPERTY LINE. EXISTING STORM DRAIN SYSTEM. 5. COORDINATE TEMPORARY AND PERMANENT REMOVAL OF SIGNS WITH ACHD AND/OR Cl 10. EXISTING SEWER SYSTEM IN ALLEY SHALL REMAIN IN USE DURING AND FOLLOWING CONSTRUCTION (SERVES CITY BLOCK 23. REMOVE EXISTING GROUNDWATER MONITORING WELL. PROPERTY OWNER AS APPLICABLE. RE-INSTALL AT LOCATIONS SPECIFIED ON STRIPING These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E TO EAST OF PROJECT SITE). &SIGNAGE PLAN, SHEET C5.0. SALVAGE UNUSED SIGNS TO APPROPRIATE OWNER. compliance with Meridian City Standards and Specifications. 24. REMOVE EXISTING CITY MONUMENT SIGNS. REFER TO LANDSCAPE DRAWINGS FOR FURTHER INSTRUCTIONS. 6. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND This review does not relieve the owner, engineer, or contractor A R C H T E C T U R E 11. REMOVE EXISTING SEWER SERVICE TO WITHIN 5 FEET OF MAIN AND INSTALL WATER-TIGHT CAP. COORDINATE WITH of the responsibility to design and/or construct those facilities 25. REMOVE EXISTING TRASH ENCLOSURE. CONTRACTOR SHALL COORDINATE TEMPORARY TRASH COLLECTION &PICKUP REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK SEWER PLAN,SHEET C4.1. WITH REPUBLIC SERVICES&EXISTING SITE TENANTS. INCLUDES CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE GROUND in compliance with all current applicable federal, state and local 12. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING OVERHEAD&UNDERGROUND POWER&COMMUNICATION LINES SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH laws, rules, regulations, ordinances, development agreements, 26. WITHIN THE CONSTRUCTION LIMITS SHOWN, REMOVE ALL EXISTING ASPHALT CONCRETE PAVEMENT&CONCRETE specifications, orders or approvals, all of which the City retains � WITH IDAHO POWER, CENTURYLINK,&CABLE ONE,&SYRINGA NETWORKS PLANS. SIDEWALKS TO SUBGRADE ELEVATION. SAWCUT EXISTING PAVEMENT AT CONSTRUCTION LIMITS TO CLEAN LINES. OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH,AND OTHER the right to enforce. Inconsistencies not noted by City staff shall 13. COORDINATE ABANDONMENT OF EXISTING GAS SERVICES WITH INTERMOUNTAIN GAS. SOME SERVICES SHOWN MAY PAVEMENT SAWCUT WITHIN ACHD RIGHT-OF-WAY INCLUDING ALLEY SHALL BE PER ACHD STANDARDS 24"MIN FROM MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER not be construed as( ) ( approved unless specifically addressed ALREADY BE ABANDONED. CURB&GUTTER). COORDINATE REMOVAL AND REPLACEMENT OF EXISTING ROADWAY IMPROVEMENTS WITHIN ACHD STRUCTURES.ALL MATERIAL NOT SUITABLE FOR USE ON-SITE SHALL BE DISPOSED OF in writing by the City. Any proposed revision to these plans must 14. COORDINATE REMOVAL/ABANDONMENT OF EXISTING WATER&FIRE SERVICES, METER,AND/OR FDC WITH CITY OF RIGHT-OF-WAY(INCLUDING ALLEY)WITH SITE GRADING PLANS, SHEETS C3.1 &C3.2. REPAIR STREET UTILITY SERVICE OFF-SITE AT AN APPROVED LOCATION.ALSO REFER TO THE PROJECT GEOTECHNICAL be submitted for review and compliance with the Meridian City MERIDIAN. CONTRACTOR MAY USE EXISTING METERED WATER SERVICES DURING CONSTRUCTION. SCHEDULING OF CUTS PER ACHD STANDARDS. SEE ACHD NOTES 3&12 ON SHEET C0.1. REPORT. Standards and Specifications before said revision is constructed. SERVICES TO BE MODIFIED SHALL BE COORDINATED WITH AFFECTED BUSINESSES. SEE DEMOLITION NOTE 7 THIS SHEET. 27. COORDINATE REMOVAL OF EXISTING PAVEMENT STRIPING WITH STRIPING&SIGNAGE PLAN, SHEET C5.0. 7. PER CITY OF MERIDIAN STANDARDS, UNUSED WATER SERVICE LINES SHALL BE S�ONA( REMOVING THE Name Date �► 15. REMOVE EXISTING 8"GRAVITY IRRIGATION LINE&STRUCTURES. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING 28. PROTECT EXISTING TREE,TREE GRATE,AND IRRIGATION VALVE BOX TO REMAIN. AT CONTRACTOR'S DISCRETION,TREE ABANDONED AT THE MAIN BY CLOSING THE CORPORATION STOP, p��GISTFA SYSTEM WITH GRAVITY IRRIGATION PLAN, SHEET C4.4. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER GRATE&FRAME MAY BE REMOVED DURING CONSTRUCTION AS NECESSARY AND REINSTALLED FOLLOWING SERVICE LINE,AND INSTALLING A CAP OR COPPER DISK AT THE BACK OF THE FITTING. N MASTER(JIM MARSDEN)AT 208-830-8195 AS NECESSARY. CONSTRUCTION ACTIVITIES. REFER TO LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. UNUSED EXISTING VALVES AND BLOW OFFS SHALL BE REMOVED AND INSTALL BLIND (10 n C A 16. REMOVE EXISTING SIDEWALK FURNITURE(TRASH CAN, BENCH, BIKE RACKS), RE-INSTALL AT LOCATIONS SPECIFIED ON 29. PROTECT EXISTING WATER SERVICE&METER(TO BE USED FOR SITE IRRIGATION), SEE SHEET C4.2. FLANGES WHERE APPROPRIATE. G V `'1' 8. IT IS ANTICIPATED THAT THE EXISTING CITY STANDARD PAVERS TO BE SALVAGED CAN LANDSCAPE PLANS,SALVAGE UNUSED FURNITURE TO CITY OF MERIDIAN. SUPPLY ALL OF THE PAVERS NEEDED TO BE INSTALLED ON THIS PROJECT. A P 8"GI - 8" I N LLZZ / 0 j, F OF 10 I 5/6/19 I O � � I E O E ° KE O OQ O pRNEWAY ® pRNEWAY DRIVEWA nIN © ® BV E ® i DRIVEWAY T DE O❑ sD 0 N LL I I 1 I I - SD SD _ SD O N O 1 I 8'S QD I I I I 00 I I I I I I I I I �0 N � ; � O � Z E . IDAHO AVENUE II`I 8„W ..W i cz �++ C6 C9 0 fn LL I I I I I L )) o ^ N B..W W 8 W 8' 8..w B.,W I B..W 8,. 8„W W 11 M TT I I ® i E T ® C ® E ®❑ Ow BIKE WAY T' DR IY-0 ❑ w ❑■ R/W 1 r 1 00-m 1-m-Pe � IRANI R/W �+++�� IR 1�y.ra.ra.rera�y.w�r.w R/IM -------FLFI R/W ra.rt�raw wrty �R in .SFr i �+� i r�i w�i 14 ® IR®BF I BIKE 16 J (n Q UJ N 17 d I 17 9 O �Q 14 8 Q 0 8 dog 8 I 8 d PHASE 1 DEMOLITION LIMITS, TYP �� ,� o - � N 0 17 14 � s��Q T LU W Iexz rs o I M 0 I 00 c� APPROX. LOCATION 17 I Existing Site Improvements I P" - - - UJ °� )EGATE ■ G G _ ° 20 to be removed N � d 8 � 6 O� 8 �, o _ �� PHASE 1 8 r-----------------I Q PHASE 1 9 N EX ASPHALT PARKING �; ° 'I ��e,50 EX ASPHALT PARKING GRAVEL �, E U) G co co a. 8 LOT TO REMAIN 1i ooc0-w LOT TO REMAIN �� d0 20 I 14 II o �� 11 10 / Z I CCli - z awec11��t T ; MQ �� Q M ❑E II p� dQ 11 I 01 Q E8 8 II 11 I O� 6 do $ I d0% II II do G N 0 _ 8 I I EXISTING BASEMENT I I 9 0 II II N -i I I� I1 _ i0 to tL O II CENTURYLINK CABLE 3 13 fl 13 17 1113 12 14 r=J� 12 11 13 0 E 8 IRR I R PIV ��O 8 �el90 z � GI _ R/W _ R 17 13 - R/w - - R/W W TV " TV TV TV - T OW 3 T B..�S V TV S O • ... ... --------------- ---- sT 8"s 8"S $..S 8"s B,.S z Q 8"S FIO F/O F/O /O G ♦C" + ��' � G AS TE G �� I I G pRl G Q o IVEWAY T T T ------ -- ------- - -- - -- --P�rlfFETE ------ -----1-1 LL DR ASPHALT I GI 8"GI UGP 8"GI UGP - �1P.*...�....�,�- OHP R/W -�..«�..« OLM a� LL R/W - c0 R/W R/W T - R/W T _ _ _ _ f#/W - - R/W I I T T CLi W UJ T I ST LIATE ; = 0 MON�SIGN OdoR o _ o CPETE / i PROTECT EXISTING OVERHEAD & ' I UNDERGROUND PUBLIC UTILITIES DURING Z N ° E I PROTECT EXISTING UNDERGROUND El X29 �� PHASE 1 DEMOLITION, UTILITY STAIRS GRAVITY IRRIGATION SYSTEM, SYSTEM o ��t0. ° MODIFICATIONS TO BE COORDINATED WITH o --------- MODIFICATIONS TO BE COORDINATED WITH 13 - 21 OS �� PHASE 2 DEMOLITION AND PUBLIC UTILITY G PHASE 2 DEMOLITION AND GRAVITY i Existing Site Improvements PLAN, SHEET C4.5 IRRIGATION PLAN, SHEET C4.4 I to be removed r' I G� j MM I COPYRIGHT ©2019 Lindgren:Labrie p Architecture, PLLC Any use, reproduction ~ �t 110 ' P/L - P/L - - P/L or modification of the documents or the - - N r, ° � O d0 I ® 17 GI information contained herein without the �� Q `� ® 13 prior written permission of WATER STO SWALE i DRIVE TNRU ' M 13 g Lind ren:Labrie Architecture, PLLC I violates the Copyright laws of the United 23 23 States and will subject the violator to o I HALT HALT 8 legal prosecution. CONCRETE ASP ETE d CONCR DRAWING SET ISSUED FOR 20 CITY PERMIT SET I = 0 N oOr zr------- o _ �Q� �' PHASE 1 iv TM FDCo PFV DRIVEWA I - - - ❑ ® 1 - a I -� T DEMOLITION LO R T ® R/W OW ® OW /W ® R R I® - /W E ® , PLAN 8"GI 8" I 8 GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI- - H 1 -$"G'- ■ 0� o DRAWING SHEET REVISIONS I ------ �- ----A&ANDf)NEflf�WA-TER-L+AFE----------------T-----------j -------------------------------- -------------------ABANDONED-&nWATEF-LINE------�--------�-- -------- - I - - -- --AB Q DATE REMARKS --�--- -- - ----- --- - --- --- I -TER-I=fNE- ---- ------------------------------------------------------------------ � I I 000 0"W I I I N I : 10"W I 10"W 10"WI 10"W I 10"W 10"W 10"W 10"W - 10"W 10"W Ch I AQUASHIELD O 8c I I I I Q 0 I I I I I G I 10' OLL O 10"W v 18"S O 18"S - 18' I U I I I 18"S 18"S 18"S 18"S 18"S 18"s E . B R O A D W A Y AVENUE 0 18"S I a 18"S 18"S O 18 I I I i I 8•. O O O 4S..S L O 0 15"Sp 15 15"SD 15"SD I I I 15"SD I ❑ 15"SD 15"SD � 15"SD I O O❑ 15"SD 15"SD w I I I I i I I I I i I to 00 DRAWN BY: BEA < W cn 0 z'X I I I I nn GI CHECKED BY: JER w �'/ N 0 I I I I DRIVEWAY ; DATE: 6 MAY 2019 I H I I I LL ACHD NOTES 15"G' �■ SCALE: AS NOTED 1 . ALL EXCAVATIONS WITHIN ACHD RIGHT-OF-WAY PERFORMED DURING DEMOLITION PHASE 1 DEMOLITION PLAN ((1\v I N ACTIVITIES AND/OR CONSTRUCTION OF SITE, UTILITY, AND BUILDING IMPROVEMENTS SHALL JOB NO. R171127 BE EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC Zo o Zo 40 SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA AND A COPY OF COMPACTION Li w TESTING TO ACHD TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS. a QDEMOLITION KEYNOTES NOTE:NOT ALL KEYNOTES SHOWN APPLY TO THIS SHEET(SEE PHASE 1 DEMOLITION PLAN,SHEET CIA) DEMOLITION NOTES 1. PROTECT EXISTING FIRE HYDRANT TO REMAIN. 17. REMOVE EXISTING IRRIGATION DISTRIBUTION LINES&VALVES. SEE LANDSCAPE PLANS FOR MODIFICATIONS TO STREET 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 2. PROTECT EXISTING ABOVE-GRADE GRAVITY IRRIGATION BOX TO REMAIN. TREE IRRIGATION DISTRIBUTION LINES. APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION 3. PROTECT EXISTING BELOW GRADE UTILITY LINES(IDAHO POWER, INTERMOUNTAIN GAS, CENTURYLINK, ETC.)TO REMAIN. 18. REMOVE EXISTING CITY STANDARD STREET LIGHT&ASSOCIATED ELECTRICAL BOX, RE-INSTALL AT LOCATIONS SPECIFIED OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES COORDINATE WITH RESPECTIVE UTILITY COMPANY DESIGNS. SEE DEMOLITION NOTE 1. ON SITE ELECTRICAL PLAN, SHEET E1.0. ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. PROTECT EXISTING 8"GRAVITY IRRIGATION LINE TO REMAIN. COORDINATE WITH SITE UTILITY PLAN INCLUDED IN THIS PLAN 19. REMOVE EXISTING NON-CITY STANDARD STREET LIGHT AND SALVAGE TO CITY. 2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE SET. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER MASTER(JIM MARSDEN)AT 208-830-8195 AS NECESSARY. 20. DEMOLISH &HAUL OFF EXISTING BUILDING TO SUBGRADE. SEE DEMOLITION NOTE 4. CONTRACTOR SHALL ALTER FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. R E N N I S O N ENGINEERING 5. PROTECT EXISTING SEWER MANHOLE TO REMAIN. VERTICAL CUTS TO MEET OSHA REQUIREMENTS(MAY REQUIRE IMPORT AND PLACEMENT OF STRUCTURAL FILL). REFER TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 6. TEMPORARILY REMOVE EXISTING CITY STANDARD STREET LIGHT&ASSOCIATED ELECTRICAL BOX AS NECESSARY. EXISTING BUILDING DRAWINGS FOR APPROXIMATE ELEVATIONS. AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 COORDINATE WITH SITE ELECTRICAL PLAN, SHEET E1.0. COORDINATE WITH CITY AND IDAHO POWER AS NECESSARY. 21. REMOVE EXISTING STORM DRAIN STRUCTURE AND ASSOCIATED PIPING. CONTRACTOR SHALL EXPLORE BELOW GRADE 3. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR SERVICE DISCONNECTS PRIOR 7. REMOVE&SALVAGE EXISTING TREE,TREE GRATE&FRAME,AND IRRIGATION VALVE BOX. REINSTALL TREE GRATE& DISPOSAL FACILITIES(e.g. SEEPAGE BED)AND COORDINATE POTENTIAL REMOVAL AND REPLACEMENT WITH STRUCTURAL TO BEGINNING WORK. SEE SHEET C4.5 FOR CONTACT LIST. FRAME WHERE SHOWN ON LANDSCAPE DRAWINGS. FILL WITH PROJECT GEOTECHNICAL ENGINEER. COORDINATE WITH GRADING&DRAINAGE, UTILITY,&BUILDING PLANS 4. ALL DEMOLITION WASTE HANDLING AND DISPOSAL SHALL CONFORM WITH ALL (l/L E IDIAN* A PP ROVED FO R INCLUDED IN THIS PLAN SET. APPLICABLE LOCAL, STATE,AND FEDERAL LAWS AND REGULATIONS. I oa H o 8. COMPLETELY REMOVE EXISTING ON-SITE TREE. REFER TO LANDSCAPE PLANS TO CONFIRM TREES TO BE REMOVED. 22. REMOVE EXISTING STORM DRAIN CATCH BASIN&PORTION OF EXISTING 12"STORM DRAIN PIPE. SEE STORM DRAINAGE CONSTRUCTION 9. COMPLETELY REMOVE EXISTING JUNIPER TREES ALONG SHARED PROPERTY LINE. PLAN, SHEET C3.0, FOR MODIFICATIONS TO EXISTING STORM DRAIN SYSTEM. 5. COORDINATE TEMPORARY AND PERMANENT REMOVAL OF SIGNS WITH ACHD AND/OR PROPERTY OWNER AS APPLICABLE. RE-INSTALL AT LOCATIONS SPECIFIED ON STRIPING These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E 10. EXISTING SEWER SYSTEM IN ALLEY SHALL REMAIN IN USE DURING AND FOLLOWING CONSTRUCTION (SERVES CITY BLOCK 23. REMOVE EXISTING GROUNDWATER MONITORING WELL. &SIGNAGE PLAN, SHEET C5.0. SALVAGE UNUSED SIGNS TO APPROPRIATE OWNER. compliance with Meridian City Standards and Specifications. TO EAST OF PROJECT SITE). 24. REMOVE EXISTING CITY MONUMENT SIGNS. REFER TO LANDSCAPE DRAWINGS FOR FURTHER INSTRUCTIONS. 6. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE 11. REMOVE EXISTING SEWER SERVICE TO WITHIN 5 FEET OF MAIN AND INSTALL WATER-TIGHT CAP. COORDINATE WITH of the responsibility to design and/or construct those facilities SEWER PLAN,SHEET C4.1. 25. REMOVE EXISTING TRASH ENCLOSURE. CONTRACTOR SHALL COORDINATE TEMPORARY TRASH COLLECTION&PICKUP REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK in compliance with all current applicable federal, state and local WITH REPUBLIC SERVICES&EXISTING SITE TENANTS. INCLUDES CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE GROUND laws, rules, regulations, ordinances, development agreements, 12. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING OVERHEAD&UNDERGROUND POWER&COMMUNICATION LINES 26. WITHIN THE CONSTRUCTION LIMITS SHOWN, REMOVE ALL EXISTING ASPHALT CONCRETE PAVEMENT&CONCRETE SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH • WITH IDAHO POWER, CENTURYLINK,&CABLE ONE,&SYRINGA NETWORKS PLANS. OF GRASS AND/OR WEEDS, FENCES,STRUCTURES, DEBRIS, RUBBISH,AND OTHER specifications, orders or approvals, all of which the City retains SIDEWALKS TO SUBGRADE ELEVATION. SAWCUT EXISTING PAVEMENT AT CONSTRUCTION LIMITS TO CLEAN LINES. the right to enforce. Inconsistencies not noted by City staff shall 13. COORDINATE ABANDONMENT OF EXISTING GAS SERVICES WITH INTERMOUNTAIN GAS. SOME SERVICES SHOWN MAY PAVEMENT SAWCUT WITHIN ACHD RIGHT-OF-WAY(INCLUDING ALLEY)SHALL BE PER ACHD STANDARDS(24"MIN FROM MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER not be construed as approved unless specifically addressed ALREADY BE ABANDONED. CURB&GUTTER). COORDINATE REMOVAL AND REPLACEMENT OF EXISTING ROADWAY IMPROVEMENTS WITHIN ACHD STRUCTURES.ALL MATERIAL NOT SUITABLE FOR USE ON-SITE SHALL BE DISPOSED OF in writing by the City. Any proposed revision to these plans must 14. COORDINATE REMOVAL/ABANDONMENT OF EXISTING WATER&FIRE SERVICES, METER,AND/OR FDC WITH CITY OF RIGHT-OF-WAY(INCLUDING ALLEY)WITH SITE GRADING PLANS, SHEETS C3.1 &C3.2. REPAIR STREET UTILITY SERVICE OFF-SITE AT AN APPROVED LOCATION.ALSO REFER TO THE PROJECT GEOTECHNICAL be submitted for review and compliance with the Meridian City MERIDIAN. CONTRACTOR MAY USE EXISTING METERED WATER SERVICES DURING CONSTRUCTION. SCHEDULING OF CUTS PER ACHD STANDARDS. SEE ACHD NOTES 3& 12 ON SHEET C0.1. REPORT. Standards and Specifications before said revision is constructed. SERVICES TO BE MODIFIED SHALL BE COORDINATED WITH AFFECTED BUSINESSES. SEE DEMOLITION NOTE 7 THIS SHEET. 27. COORDINATE REMOVAL OF EXISTING PAVEMENT STRIPING WITH STRIPING&SIGNAGE PLAN, SHEET C5.0. 7. PER CITY OF MERIDIAN STANDARDS, UNUSED WATER SERVICE LINES SHALL BE �ONAC ABANDONED AT THE MAIN BY CLOSING THE CORPORATION STOP, REMOVING THE Name Date G+ o_ 15. REMOVE EXISTING 8"GRAVITY IRRIGATION LINE&STRUCTURES. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING 28. PROTECT EXISTING TREE,TREE GRATE,AND IRRIGATION VALVE BOX TO REMAIN. AT CONTRACTOR'S DISCRETION,TREEp�SERVICE LINE,AND INSTALLING A CAP OR COPPER DISK AT THE BACK OF THE FITTING. �ISTF9� " SYSTEM WITH GRAVITY IRRIGATION PLAN,SHEET C4.4. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER GRATE&FRAME MAY BE REMOVED DURING CONSTRUCTION AS NECESSARY AND REINSTALLED FOLLOWING 4 N MASTER(JIM MARSTON)AT 208-830-8195 AS NECESSARY. CONSTRUCTION ACTIVITIES. REFER TO LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. UNUSED EXISTING VALVES AND BLOW OFFS SHALL BE REMOVED AND INSTALL BLIND n C A 16. REMOVE EXISTING SIDEWALK FURNITURE(TRASH CAN, BENCH, BIKE RACKS), RE-INSTALL AT LOCATIONS SPECIFIED ON 29. PROTECT EXISTING WATER SERVICE&METER(TO BE USED FOR SITE IRRIGATION),SEE SHEET C4.2. FLANGES WHERE APPROPRIATE. G V `'1' 8. IT IS ANTICIPATED THAT THE EXISTING CITY STANDARD PAVERS TO BE SALVAGED CAN LANDSCAPE PLANS, SALVAGE UNUSED FURNITURE TO CITY OF MERIDIAN. SUPPLY ALL OF THE PAVERS NEEDED TO BE INSTALLED ON THIS PROJECT. l P OF 6/14/19 I 0 ° E O ° o KE 0 °� ° pRNEWAY ® DRIVEWAY pRNEWA E ® ® BIKE ® i DRIVEWAY T ❑E O❑ s0 ° - N - SD SDN SD ��h��J��F i��ry��d��,........ �i QD 81S I I SEE SEWER PLAN SHEETC4.1 +�� * - OD 26 REGARDING PAVEMENT REPAIR WIDTH 411 NF 1 = 1 = = SAWCUT LINE FOR = = C1 N o i _ _ = 26 NEW UTILITY SERVICE i = _ i i 7 _0 27 E . IDAHO A V E N U E _ _ SAWCUT LINE FOR NEW UTILITY SERVICES 26 = _ i 27 i L ...... _ .` = ASPHALT - - C o 0 = 22 _ 26 SAWCUT LINE 26 C&G TO REMAIN ��.` _ 26 SAWCUT LINE - o N cli 's w s gwv' s"w 1 s•'w s" 8"w w M - 1 ASPHALT SAWCUT LINE 26 a^ T i AY 19 i T B`i E� Y - - = O ° O OT1 - �( 16 16 i DRIVEW 7 7 14 ' 16 7 16 14 7 7 19 7 pRIVEWA = = = J W � 7 I 16 I 28 _ - _ � F�Y^/i rrr,�rr rrr rrr,r i-t-Poo-M IRAN, �A IN 1 r VVV_rrrrI�� ' 1 Trrr"-rsy .M 1 �.. i PI�P1 i I l rr+++++++�P.11"I 1 rttt7-rrr, rrri rr+y i i444h i�rrrrrrar III I++�� Fr�i.l.r� W Q W � > - ° I L.0 Q N 18 d� I CONTRACTOR TO SALVAGE EXISTING Q 0 0 18 d°� I UNCUT NON-CITY-STANDARD PAVERS TO d �� -� CITY, CUT PAVERS TO BE DISPOSED CNLJJ - oQ Do N � B ci I �' r n ._ UJ C&G TO REMAIN 26 - ❑ I7777 Z3 co r _ Phase 1 21 - I � co Demolition P/L - - - W 06 B 0 W a) G G � � W N )EGATE 3 - d°� Phase 1 26 = a�� N d °l Demolition X GI CO o - Q 26 I T N ° ASPHALT I ASP�RETE GRAVEL o I E _ b CONCRETE I CON i 0 z O I ° 18 a '21, _ FM Phase 1 ��o� E M NOTE. Timing of Phase 2 Demolition areas to ��Q c� ° Q o 18 B be coordinated with construction schedule Demolition CONTRACTOR TO SALVAGE EXISTING °� d d° I °� G UNCUT NON-CITY-STANDARD PAVERS TO 0 �, Cn 4 0U. - I - 10 �0�� CITY, CUT PAVERS TO BE DISPOSED Q � N � � 13 13 � I � PHASE 2 DEMOLITION LIMITS, TYP � O ABANDON IN PLACE 15 EAST OF THIS POINT IRR I o p 5,p Dig ❑ _ z = Piv _ 15 REMOVE ® _ 10 10 ASPHALT 15 GI _ R/W - - - R /w - - R/w SS _ 26 SAWCUT LINE 16 LL1 10 - I T V TV TV TV TV TV TV I 12 _ 3 = I ---- ------------------------------ 8T 12 8"s 8"s 8"s $' © OO 8"s 8"S Z N _ ` 15 G ................ G 12 I G G G - Q O Y F/O F/O 7/0 n /D �� I I I I l I I ��IIIIIIIIIIIIIII 11111111I _,' AS TE I I DRI C' �EWA T T T ------ -- i-- 11 ----------->°OgE----- ------- - --1-I ♦, _ 5 HA� DPI pSSP �� GI 8..G1 UGP UGP= ++++ )**.Ia I RIW , OWyQYJ.ij RIW' ' _ 1RAN1 I�IJ.L1 1�� L��I RJW I�� I&U I L. , /W $$-'GI R/W- _ M�FI � M-Fi fl C IDAHO T T 4 �� - I T i -- --- i = W ASPHALT SAWCUT LINE 26 3 _ E LATE _ 12 LJ_J SYRINGA NETWORKS 12 POWER _ �05 12 4 15 (i i ' I 12 � ❑ = O C = I 15 = I 12 _ G TR O CENTURYLINK PHONE 3 INTERMOUNTAIN GAS 3 O _ 25 = I HALT -� V _ MON SIGN Od O I o I ASPrRETE % I I I 12 z N ~ o 19 I 15 STAIR ASPHALT SAWCUT LINE 26 = j -" CONTRACTOR TO SALVAGE EXISTING ______ S UNCUT CITY-STANDARD PAVERS, - STORE AT CITY-DESIGNATED G _ ; LOCATION, AND REINSTALL AT - LOCATIONS SHOWN ON SITE PLAN COPYRIGHT ©2019 Lindgren:Labrie °�o Phase 1 12 ; (SEE DEMOLITION NOTE 8) Architecture, PLLC Any use, reproduction I- �� a I _ I or modification of the documents or the eva a = d 8 P/L Demolition P/L 7 information contained herein without the °� _ OQ ' ® GI 26 C&G TO REMAIN prior written permission of N I STORM\N EER i ETHRU - i 0 15 Y _ Lindgren:LabrieArchitecture, PLLC ~'' SWA i DRN 0 I violates the Copyright laws of the United = i States and will subject the violator to o ASPHALT = 21 j ASPHALT legal prosecution. CONCRETE _ j CONCRETE d 6 d = - C7 _ I 15 DRAWING SET ISSUED FOR 16 CITY PERMIT SET N o zr o = 21 = 7 PHASE 2 PIV - F I = N ATM FDCo F pRIVW 7 29 7 12 16 T DEMOLITION O _ 23 GI Q ® 1 M I � R T ® RIW © ® 0 /W ® R - - 6 I /©� /w 15 2 7 14 16 7 7 PLAN - ' 8"GI 8" I 8 GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI = 8"GI- ® T DRAWING SHEET REVISIONS = o r- ----A� ATER�iPFE -------- -- -----------r-------------------------------- ----------- 4 -----ABANDONEf�Cr'iAFA�ER N�IE------ -------- ----- --- --- - - - - 1-6 -- ----- ©-� - - -- --�8 A DATE REMARKS --�--- -- - ----- - - - --- --- - I 6 I '-WA-TER-EI-NE----- I 06 000 - o"w C&G TO REMAIN 26 i I iv 10"W 10"W 10"Wi I0"W = =1 10"W Iu w = 8,10W 10"W 10"W 10"W 1 AQUASHIELD O * T = = G 1 CONCRETE o I I I I VALLEY GUTTER 26 _ 1 10, 00 O 10"W 1 I I 1 v 18"S T _ 18"S O i _ } � 18"S - 18„ - I U I I 18"S -1 SS _ 1 18"S O 18"S E . B R O A D W A Y A V E N U E I I I SAWCUT LINE FOR Z 1s"S OO 1s"s I 1 I NEW UTILITY SERVICE 26 SAWCUT LINE FOR NEW UTILITY SERVICE 26 1 18"S 18"S 0 I I I I I I I I 8'c o O O❑ O US..56 O 15"Sp 15"SD - 15"Sp 15"SD I I I -15"SD rt- O 15"SD 1 "SD O 15"SD 15"SD w I I I I I 4 1 1 1 1 CID DRAWN BY: BEA yy 1 O Z I ° 1 1 1 Y M 1 GI CHECKED BY: JER < 1 N 0 1 �LL 1 1 I pRNE 1 W 15"GI DATE: 14 J U N E 2019 LL ACHD NOTES CONTRACTOR TO SALVAGE EXISTING UNCUT SCALE: AS NOTED N 1 . ALL EXCAVATIONS WITHIN ACHD RIGHT-OF-WAY PERFORMED DURING DEMOLITION PHASE 2 DEMOLITION PLAN ACTIVITIES AND/OR CONSTRUCTION OF SITE, UTILITY, AND BUILDING IMPROVEMENTS SHALL CITY-STANDARD PAVERS, STORE AT JOB NO. R171127 BE EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC CITY-DESIGNATED LOCATION, AND REINSTALL SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA AND A COPY OF COMPACTION 20 0 20 40 AT LOCATIONS SHOWN ON SITE PLAN w TESTING TO ACHD TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR (SEE DEMOLITION NOTE 8) C1 02 a ENGINEERED FILL PER ISPWC SPECIFICATIONS. RENNISIMIN ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 I IDIAN* APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date �,g10NAC V'V a�o� ,sTFAF 264 rF OF I'D ., T At APP �0 I 5/6/19 T � T 0% 0 IIN KE BIKE N L J_ J_ J_ L _L J L J Co Refer to Sheet C5.0 for striping E . I D A H 0 AVENUE o0 dimensions & details o CZ ------------------------ co Lui r R4 r T 1 ■ -L 1 i R15'@ TBC I-- - - --- - - -- - ------------ - I -, MM I I W I I ' ' O o O ■ � 0 I T --------- 0 -_-- - ----- - - UJ RNV - - ... - r :RNV �� R/W _ Q 5-WIR R2 R2 5 WIDE LI U) I � 0 � o I co TYP NEW MIXED USE BUILDING 11 B11 odaho w v) � co mco I - `r '; ±0.64',TYP P/L � ■ � 106 4.5'-WIDE 4.5'-WIDE 4.5'-WIDE ` LLILU N I IFEEM/m. ' }'n I ' I ifl I I w V) I rn rn 5.9'X19' J BUILDING TO REMAINco 4- XJ 8.50 J J ±11.6' --- --- 9.00' 8.50' 8.75' 8.75' 8.50' 9.25' ¢ � ' 1 9.25' 9.25' 8.00' 9.25' 9.25' 8.50' 4�; _ N CO I l z :........................................................................................................................................................................................................................ .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. . o o � 26, - I` I N , 26' 72'(8 STALLS @ 9',TYP) TYP N Q R1' I o,0000 17CC 1 N TRASH ENCLOSURE,TYP OF 2 _...... rn L0 (12'x 18' INSIDE DIMENSIONS) _o_ to 1 Q o : (50'CLEAR BACKING DISTANCE) z 0 /777 - Cl! . Cn °O °o co M O�IU o UJ - I L 0 0 R9.5 @TBC � --- _ _ Q(�g z 1 j w 6.4'-WIDE R3.T; R3.T 6.4'WIDE o X 1 2� ca w i - R/W _ - R/W cl' �R2' aR/ R/W R/W 00000a Q I 9.75 - 11.00' 9.00' 9.75' ,-" 25.00',_ 72'(8 STALLS @ 9',TYP) 9.75, I~ TYP �i 24,TYP 9.00 9.75 8.00 �, 9.00' 10.75' 10.75' a i ACHD ALLEY ----------------------------- ----- i I r - - 132.50' - �W N ,o I a I - I ------- � - --- R/w , R"w, I -TT�Tr,-TT,•,•=t; +- ,-, TT�;TT �l ,-�TTTTT,-T+-,T=,-- ,- TTT=1/ �i�T�Tt, ,T,,-,-,�1 ,Tr ,T�,•,•,-tt, -tT�T,�' TT,TTTTT�, / )tT�Tt TT, ' ' /vY, PROPOSED 4.00 ACHD EASEMENT' , - - I I i I PROPOSED�4.25 ACHD EASEMENTi'; I L1J �(1.J.iil�/ �11.1.i LL/��11.ii`LL�11.i 'LL�11.iii L/�'111.iiL�W i �J.J.iil�/1f1.ii Ll�/ fJ.i 1�1.ii LL�1�1.ii Lfr111.i1-Lfr�fl.f.LLf�lf l.iiLLilfl.iiL 11.i �L L�1111i L1��1111�1-L1��11ji LL I RT R3 Ll O I o0000 IL I i I o0000 _ _ O i R28' 00 >_ 8 N a1 _ co C14 - 0 O% +i j 5,25'-WIDE r R3' R3' R3' I � I 1 R3' 000000 000000 PAVEMENT SAWCUT LINE,TYP i 45'(5 STALLS @ 9',TYP) 12.5'--� ~ 8.25'-WIDE 713 N. Main alvast ;:;IP I I pap6M No. G374002g0030 ,2s' O 8.50' 9.25' 9.25' 9.00' L....... �{ 9.25 9.25 8.50 9.75 LOT LINE TO BE VACATED I 1 9.00 R C COPYRIGHT @ 2019 Lindgren:Labrie 3' 5'-WIDE �� w o LMN Architecture, PLLC Any use, reproduction ' or modification of the documents or the information contained herein without the CD prior written permission of l ? Lindgren:Labrie Architecture, PLLC violates the Copyright laws of the United I � 6.25'-WIDE 4.5-WIDE 770�3 K. �ao� ��7C�C�[� ........ I y - -- p�PC�C�O No. R77,400022--, States and will subject the violator to I I F legal prosecution. ;.,.1 BUILDING TO REMAIN I v, �19,TYP I � - -i .TYP.. DRAWING SET ISSUED FOR -O NEW MIXED USE BUILDING "A" EXISTING ACHD SIDEWALK EASEMENT#1 CITY PERMIT SET l TO REMAIN (INST.#104079887) EXISTING ACHD SIDEWALK EASEMENT#2 24.4',jTYP I o�0 1 TO REMAIN(INST.#104079887) Q I O i R2� EXISTING ACHD SIDEWALK EASEMENT#4 TO BE VACATED INST.#104079887) V n F I a +8.2 O I 10.9-WIDE �d 1 CIVIL SITE/ I . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DIMENSION PLAN F , I o PATIO CAFE a Ico R15' - ---------- 6 DRAWING SHEET REVISIONS EXISTING ACHD SIDEWALK EASEMENT#3 TO REMAIN (INST.#104079887) Q DATE REMARKS o .......................................................................... --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - o0 0 RADIUS AT FACE OF CURB UNLESS NOTED OTHERWISE,TYP PROPOSED ACHD PERMANENT EASEMENT(SIDEWALK) PROPOSED PATIO CAFE VIA o0 0 cli ACHD LICENSE AGREEMENT o a I 0 0 m Z E . BROADWAY AVENUE o 0 w 0 0 0 W I W I 0 r T 1 DRAWN BY: BEA 0 Z CHECKED BY: .JER a Z DATE: 6 MAY 2019 LL � SCALE. AS NOTED CIVIL SITE/DIMENSION PLAN I o JOB NO. R171127 20 0 20 40 w W C200 0 a SDCB-B2 SGT-B2 ��- INSTALL OLDCASTLE PRECAST 30"CATCH BASIN FINISHED GROUND SURFACE PROFILE AT PIPE r EXISTING GROUND SURFACE PROFILE AT PIPE INSTALL 1,000 GALLON OLDCASTLE PRECAST SAND& WITH 24"GRATED COVER --2608 2608 GREASE TRAP(ITEM#1240100)(SEE SHEET C3.3) _� RIM=2606.21 SGT-B1 - _______ NO SUBSTITUTIONS W/O DESIGN ENGINEER APPROVAL • INV IN(W) 2603. 008((1 • INV IN(N)=2603 (1 2"ADS N-12)PVC TO ROOF DRAIN POC) INSTALL 1,000 GALLON OLDCASTLE PRECAST SAND& - -- • 100-YR FLOW RATE,Q=<2.51 cfs = 240100)(SEE SHEET C3.1)GREASE TRAP(ITEM#1 • INV IN(E)=2603.33(6"PVC FROM SDCB-B3) NO SUBSTITUTIONS W#1 DESIGN ENGINEER APPROVAL • RIM(W)(GRATED)=2606.53, RIM(E)(SOLID)=2606.72 • INV OUT(S)=2603.08(12"ADS N-12) • TOP OF BAFFLE=2502.36 SDCB-C1 100-YR FLOW RATE, Q=<2.51 cfs INSTALL INLET CATCH BASIN TYPE 1 PER 2606 RIM (S)(SOLID)=2607.89, RIM(N) (SOLID)=2607.75 2606 INV OUT(S)=2501.61 (PERF 18"ADS N-12) R E N N I S O N ENGINEERING ISPWC SD-601 (ACHD SUPPLEMENT) 0INV IN (W)=2602.46(12"ADS N-12) • Q25=0.67 cfs,Q100=0.94 cfs I INV IN (S)=2602.46(12"PVC SDR-35 FROM SDCB-B5) SEEPAGE BED"B" PO Box 100 I Eagle, Idaho 836 16 P: 208-938-2440 • TVBC @ RIM =2606.08, RIM=2605.60 • TOP OF BAFFLE=2502.36 INSTALL PRIVATE SEEPAGE BED PER 2017 ACHD STORMWATER „ 600 0 0 C`r j GUIDELINES STANDARD DRAWING BMP 20(SEE SHEET C3.3) • INV OUT(N)=2603.35(12"PVC C900) INV OUT(N)=2501.61 (18 PERF ADS N-12) 0 0 0 0 0�00(>000(_0 0DRAIN ROCK100-YRSTORM EVENTVOLUME,V100=3,359CF(+25%=4,199 CF) E IDIAN*2604 u_00c I 2604 _ C�(f APPROVED FOR • SEEPAGE BED PLAN DIMENSIONS-18 W x 76 L (REQUIRES PRODUCT SUBMITTAL) I DA H O NSTALL2INLET CATCH BASIN TYPE 1 PER 62 LF 12"SD @ 0.40% 26 LF 12"SD I • TOP OF DRAIN ROCK=2605.00 CONSTRUCTION ISPWC SD-601 ACHD SUPPLEMENT 0.40% ° • BOTTOM OF DRAIN ROCK=2599.00 • Q25-0.12 cfs,Q100-0.17 cfs ) @ 129 LF 12"SD @ 0.40/o I 1 These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E - - ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° BOTTOM OF 18"DEPTH ASTM C33 SAND=2597.50 compliance with Meridian City Standards and Specifications. • NBC@RIM-2606.13, RIM-2605.65 I 1 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 1 • SEASONAL HIGH GROUNDWATER=±2589.8(>18'BGS),CONTRACTOR This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE • INV OUT(NE)=2602.84(12"PVC C900) SDCB-B1 I ° ° ° ° ° ° 1 2602 SDCB-B4 I ° 1 2602 SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS of the responsibility to design and/or construct those facilities INSTALL "GRATED OLDCASTLE PRECAST 30"CATCH BASIN 79 LF 18"SD(PERF)@ 0.00% ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION in .compliance with all current applicable federal, state and local SDMH-C1 WITH 24"GRATED COVER INSTALL OLDCASTLE PRECAST 30"CATCH BASIN I 1 laws, rules regulations, ordinances, development agreements, INSTALL STANDARD CONCRETE CATCH MANHOLE RIM=2606.21 WITH 24"SOLID COVER • DESIGN INFILTRATION RATE=8"/hr(ACHD INSPECTOR TO VERIFY I specifications, orders or approvals, all of which the City retains RIM=2607.43 INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED) PER ISPWC SD 611 (ACHD SUPPLEMENT) • INV IN (W)=2603.58(6"PVC TO ROOF DRAIN POC) • I I the right to enforce. Inconsistencies not noted by City staff shall • RIM=±2605.82 • INV OUT E =2603.33 12"ADS N-12 • INV IN (NE)=2602.98(12"ADS N-12) I J4 O ( ) I � not be construed as approved unless specifically addressed • INV IN SW =2602.73 12"PVC C900 INV OUT(E)=2602.98(12 ADS N-12) I DRAIN ROCK 0 o SDCB-B3 ( ) ( ) 2600 I o°0 2600 in writing by the City. Any proposed revision to these plans must • INV IN (E)=2602.73(12"PVC C900) TOP OF POORLY GRADED (REQUIRES PRODUCT SUBMITTAL) o 0 0 INSTALL OLDCASTLE PRECAST 30"CATCH BASIN WITH 24"GRATED COVER be submitted for review and compliance with the Meridian City • EX INV OUT(N)= MA±2600.63(12"PVC) GRAVEL WITH SAND=±2598.8 i '0°0 0004 • RIM=2606.21 Standards and Specifications before said revision is constructed. 0 2 4 0 20 40 i .000 00 000 INV IN(E)=2603.95(6"PVC TO ROOF DRAIN POC) ONA( INSTALL STANDARD CONCRETE CATCH MANHOLE �`4_9 �`4 r _ _ • INV OUT(W)=2603.95(6"PVC) Name Date 0� GISTE.9, % VERTICAL SCALE HORIZONTAL SCALE o 0 18"DEPTH ASTM C33 SANDF-4-7-4- SDCB-65 4PER ISPWC 60 611 (ACHD SUPPLEMENT) 2598 STORM DRAIN PROFILE o o I 25s8 INSTALL INLET CATCH BASIN TYPE III 2 64 • RIM=2606.46 � _ _ _ _ _ _ PER ISPWC SD-603(ACHD SUPPLEMENTAL) • INV IN (S)=2603.20(12"PVC C900) • INV OUT(W)=2603.20(12" PVC C900) , • Q25=0.13 cfs,Q100=0.18 cfs • RIM=2608.38 lF OF %'D 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 INV OUT(N)=±2605.28(12"PVC SDR-35) yq/y APp�-�0 NOTE:ADJUST PIPE INVERT AS NECESSARY TO AVOID EX UTILITIES 6/14/19 I I o T E o ® O ® ^� E W E KE 0 O E O B� 0 T o EXISTING S&G TRAP, RIMS=2605.55 N -------- ---- __ a O 'O INVOUT(W)=±2599.65 ---------------- ----------- --------------------------------------rt----------------------- -----------------------------+- �� -------------------------- ---------------------------------- O ----- ----------J I O $,S PER RECORD DRAWINGS) �- �- -� co I B S O 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S O 8"S 1 0 -------- ------------------� O EXISTING 12"PVC @±3.6% O I I I I I I I (PER RECORD DRAWINGS) I r -------------T------------------ ---------------------------T ----- r --- --------------- ------ ---------------------�-1-1-rll------------------------------ ------------------------- 47 LF 12"SD @ 1.00/o � I 3 I y Oo O CU IN I E . IDAHO AVENUE � � � � N 11 LF 12"SD @ 1.00%(PVC C900) ° SDMH-C1 (PVC C900) ---io--- SDMH C2 j �' `° j 12' 15 LF 12"SD @ 1.00%(PVC C900) 8"W "W / - - ! SEE CITY OF MERIDIAN WATER NOTE#3 ON SHEET C0.1 FOR POTABLE NON-POTABLE MAIN I SERVICE OR SERVICE I SERVICE INTERFERENCES I I _0 SDCB-C2 I // i I I ■ 1 ' L ----- I I I ❑E M -5L a 1 io v --- ----- ----- 1 I W 8 VVF 8"W r8'•W 8" 8"W •W W ` 1 -- - I - _ BUILDING FOUNDATION PER ros - - N N O DCB-C1 O OO O i._. ,,,�maxx 1 ;L -- .-... 0 W 0 W T STRUCTURAL DRAWINGS, TYP - . -..- -- R/W R/W BORING#B-2 w Q E cliI \ , 8' NEW MIXED USE BUILDING -- - -- -26 .8(7. S) 0 1 EX TOP OF ASPHALT 07 O ��'�� TOP OF SILTY SAND + 600 0'BG O -..- ....-�. 6-INCH FLOOR STEP F, (5 r, r TOP OF POORLY GRADED GRAVEL WITH SAND=±2598.8 N LL 'SEE STRUCTURAL DRAWINGS t:��; SEASONAL HIGH GROUNDWATER=±2589.8(>18'BGS) w °° -- - :FIE 2606.82 - FFE 2607.32 _ F SGT-62 T C1q V J w 4"PVC INV POC=2604.82 6"PVC INV POC=2605.32, r. b�, , EX TOP OF ASPHALT=±2608.9 C: D Ce) I COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS lb b a.� TOP OF POORLY GRADED GRAVEL WITH CLAY&SAND=±2597.8(11.1'BGS) I C'M -- - - - -- r Qdb f� __ .9(> 8'B S) ■ 06 - - -- - -- - -- �, d _ � \04\� + 5 Q O 1 G G a .� ��SEEPAGE BE N )ELATE � � �� ca�Q�o� i. � i ° L SEE STRUCTURAL DRAWINGS � o�� FFE 2606.32 ; TOP OF FOOTING-2604.32, TOP OF FOOTING-2605.32, i r a'Q' (f� 45 y-' BORING#B-2 T,p CONFIRM WITH FOUNDATION PLANS �'O CONFIRM WITH FOUNDATION PLANS r: .�,a w a ' -- �� - s ° a b 1 BUILDING TO REMAIN N r 6"PVC INV @ POC=2604.82, Sd' st 45 �'°\�' tF l E -(a COORDINATE WITH PLUMBING PLANS �� I; ;� cQ ao '� _ 45; I F; � PROPOSED 22' x 109' ACHD PERPETUAL STORM d _ TOP OF FOOTING=2604.32, °-p 0 G G a ub WATER DRAINAGE EASEMENT (NON-EXCLUSIVE) M ° E - -- -- -- -- -- - �Q�d�o, 'Q�c3,, ' � co E ; , 45° SDCB-B1 62 LF 12"SD @ 0.40% SDCB-B2 I 62 LF 6"SD @ 1.00% SDCB-B3 26 LF 6"SD - I\ � O 1 ------------------------- cn-----� 5.27% F. o b a o Q MONITORING WELL,TYP OF 3 SEE SEEPAGE BED PER 2017 ACHD STORMWATER N GUIDELINES STANDARD DRAWING BMP 20(SEE SHEET C3.3)& M ISPWC SD-627(ACHD SUPPLEMENTAL) Q G - -- - BORING #B-1- O I� - F.�; 0°a� F-- `" Q 1+o0 129 LF 12"SD 0.40% 2+00 r;, ;, Y 0 W SGT-B1`. j I 0 E W SDCB-B4 � CONTRACTOR SHALL NOTIFY PROJECT CIVIL I I ENGINEER OF ANY DISCREPANCY BETWEEN THE 1 r;;.;;.;; r QC�g° ❑ _ Z o� Q W ' FOUNDATION,PLUMBING,&DRAINAGE PLANS I ' Q I - - R/VV R/W ` ----------- --- --------t -------------- _ aR/W o IRV R/W 1 ., T T T g"S oI 8"S 1 E TV 'r TV TV TV TV �� + �""' e //ON/ I /-� I T v, N O I B..S G T T T R"s T 8 S G S G 8 G G ILL-- -------- 8 S 8"S O 8"S Z 0 -- - 8•'GI T - -- --------------------------� �0 F........... ------------------------------------------. 1 J G 1 C' T T SDCB-B5 - ----- O E � JT -- ------- JT HH i iINI 8"GI 8"GI 8 I 8"GI GI 8"GI UGP UGP R/W - - �I_ R/W--- - - R/W------ = a - J--------- --------- B••GI °oi ------- H/VV ------ ------ KIVY------ -- ---- KIW-----T T - rtiiW--T-- - - - I#/W - - �� R/W - I ---- I W I , UJI = O ACHD ALLEY MON SIGN TJ o I BORING#B-3 - -- Q I Z E ' (9 I RM L � SEEPAGE BED "A" - ... - O O O O O 9 9 O 77 O` O 00 r--- - N INSTALL 6-INCH TRAFFIC RATED CLEAN-OUT WITH CONCRETE 60 '' o -------�i------- COLLAR SIMILAR TO ISPWC SD-506(SEE SHEET C0.2) 90° 6" R G LL O I -- �04 LF 6"SD @ 2.35/o r------22 5 22.5 ' 6.. _ 90° i . .'':.. 0 O °�___ EX SUBSURFACE STORMWATER DISPOSAL SYSTEM, 6°PVC INV @ POC=2607.44, COORDINATE WITH PLUMBING PLANS M SEE DEMOLITION PLANS o I COPYRIGHT @ 2019 Lindgren:Labrie Architecture, PLLC Any use, reproduction tQ I - -- or modification of the documents or the c� o O information contained herein without the a prior written permission of I i Lindgren:Labrie Architecture, PLLC I ~~ I M I r BUILDING FOUNDATION PER violates the Copyright laws of the United States and will subject the violator to LZ BUILDING TO REMAIN STRUCTURAL DRAWINGS, TYP legal prosecution. FFE 2609.44 DRAWING SET ISSUED FOR EX SUBSURFACE STORMWATER R 6"F - - -- -- CITY PERMIT SET DISPOSAL SYSTEM TO REMAIN ; NEW MIXED USE BUILDING A I t to I OIZZ I O F-H N -- p I 00 PIV I M �" s TM FDCo -- - -- F -- STORM - - GI W W..._. .._... -- :1 O bA a I L -------------- - - DRAINAGE PLAN m R R1W �W OO /w R - - _ - - iiNV;:' z �T T ® ® ® o ® O U O, A " � I O ------------ I - 8 GI 8 8 GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI 3 3 0 -- -- ---- ----------------- lL ----- - - - - - ----- DRAWING REVISIONS DR ------ - - ----- --- - --- ----AR TER-LANE---------------- --- - ------- ----- ---------- - ABAi�1DONEDj6"iflIATER NicE- N-N- -- �- - a�-- - - ' -- - ----- --�4BANDOI�EWATERLINE x AWDATESH T REMARKS N EE S m --- ` Dfr'WATER LINE-- --- N iMii ------------------------------------- .......................... 4 - -I............... o 0 0 3 O,.W I o ,j 10"W 10"W 10"WI 10"W I I " .' I " 10"W 10"W 10"W AQUASHIELD O L-------J SGT-A 10' 10"w _ _ INSTALL 1,000 GALLON OLDCASTLE PRECAST SAND& k LL 0 n ------- U 1s"s 18"s GREASE TRAP(ITEM#1240100)(SEE SHEET C3.3) 0 18"S 18"S 18' 18"S 18"S O 18"S NO SUBSTITUTIONS W/O DESIGN ENGINEER APPROVAL O 18"S O --- O 18"S E B R 0 A DI W A Y AVENUE . RIM (N)(GRATED)RATE,2608 397RIM (S)(SOLID)=2608.62 8•. 18"S 18"S cfs 18"S o I i > O O - O 15"SD 15"SD TOP OF BAFFLE=2504.89 W INV IN (S)=2604.99(6"PVC TO ROOF DRAIN POC) W • INV OUT(E)=2504.14(18"PERF ADS N-12) BEA X DRAWN BY: o yy O N SEEPAGE BED"A" JER Z c� INSTALL PRIVATE SEEPAGE BED PER 2017 ACHD STORMWATER GI CHECKED BY: W N 0 GUIDELINES STANDARD DRAWING BMP 20(SEE SHEET C3.3) 14 J U N E 2019 DATE: W 100-YR STORM EVENT VOLUME,V100= 1,171 (+25%= 1,463 CF) 15"GI LL SEEPAGE BED PLAN DIMENSIONS=6'W x 60'L 0 SCALE: AS NOTED 05 N STORM DRAINAGE PLAN TOP OF DRAIN ROCK=2606.50 ° BOTTOM OF DRAIN ROCK=2598.00 JOB No. R 171127 7 BOTTOM OF 18"DEPTH ASTM C33 SAND=2596.50 • TOP OF POORLY GRADED GRAVEL WITH CLAY&SAND=±2597.8 20 0 20 40 SEASONAL HIGH GROUNDWATER=±2590.9(>18'BGS), CONTRACTOR w • SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER ISC300 ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION o DESIGN INFILTRATION RATE=8"/hr a [:]ACHD ROADWAY KEYNOTES O SITE KEYNOTES GENERAL NOTES 1. SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT(24"MIN FROM CURB/GUTTER)AND REMOVE PAVEMENT PER ACHD STANDARDS, 1. SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT WHERE SHOWN NOT USED 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL MATCH PAVEMENT ELEVATIONS, SEE ISPWC SD-806(ACHD SUPPLEMENTAL)ON SHEET C0.3 REGARDING MINIMUM CROSS-SLOPE, AND REMOVE PAVEMENT, MATCH PAVEMENT ELEVATIONS, MATCH DETAIL_ E)N SHEET G9 ^ THIS SHEET DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL SEE ACHD NOTES 3&4 ON SHEET C0.1 REGARDING SAWCUTS&PAVEMENT SECTIONS. EXISTING PAVEMENT SECTION OR SECTION PER SITE KEYNOTE 2 OR 3 11. INSTALL 6-FT PRECAST CONCRETE WHEEL STOP,OLDCASTLE ITEM RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 2. UTILITY TRENCH REPAIR PER ISPWC SD-301 &SD-303(ACHD SUPPLEMENTAL)ON SHEET C0.2&ISPWC SD-806(ACHD (AS APPLICABLE),WHICHEVER IS GREATER. #1801050 OR EQUAL, INSTALL PER MANUFACTURER'S UNDERGROUND UTILITIES. SUPPLEMENTAL)ON SHEET C0.3. SEE ACHD NOTES 3&4 ON SHEET C0.1 REGARDING SAWCUTS&PAVEMENT SECTIONS. SEE 2. INSTALL NEW LIGHT-DUTY ASPHALT CONCRETE PAVEMENT SECTION RECOMMENDATIONS. 2. SEE EARTHWORK&GRADING NOTES ON SHEET CO.1. GENERAL NOTE 4 THIS SHEET. PER DETAIL 1 ON SHEET C0.4 AND RECOMMENDATIONS LISTED IN 12. INSTALL ACCESSIBLE PEDESTRIAN RAMP-TYPE 1 PER DETAIL 7 ON 3. SEE CITY OF MERIDIAN STANDARD NOTES ON SHEET C0.1. 3. INSTALL NEW ASPHALT CONCRETE PAVEMENT SECTION AS APPLICABLE PER ACHD NOTE 3 ON SHEET C0.1 WITHIN MERIDIAN ROAD, PROJECT GEOTECHNICAL ENGINEERING REPORT. SHEET C0.4, DIMENSIONS PER SITE PLAN ON SHEET C2.0. 4. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. CONTRACTOR SHALL ADJUST WIDTH AS R E N N I S O N ENGINEERING MAIN STREET, BROADWAY AVENUE, IDAHO AVENUE,AND ALLEY(ACHD RIGHTS-OF-WAY). 3. INSTALL NEW HEAVY-DUTY ASPHALT CONCRETE PAVEMENT SECTION 13. INSTALL ACCESSIBLE PEDESTRIAN RAMP-TYPE 2 PER DETAIL 8 ON NECESSARY TO INSTALL UTILITIES. NOT USED PER DETAIL 2 ON SHEET C0.4 AND RECOMMENDATIONS LISTED IN SHEET C0.4. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 THIS SHEET PROJECT GEOTECHNICAL ENGINEERING REPORT. GRADING LEGEND 5. INSTALL 6"REVERSE PAN VERTICAL CURB AND GUTTER PER ISPWC SD-701 R(ACHD SUPPLEMENTAL). 14. SLOPE WITHIN ACCESSIBLE PARKING STALL AND UNLOADING ZONE PEDESTRIAN RAMP TYPE"A" 4. INSTALL RIGID CONCRETE PAVEMENT PER DETAIL 3 ON SHEET C0.4 AND SHALL NOT EXCEED 2% IN ANY DIRECTION. INSTALL ACCESSIBLE 7. INSTALL PEDESTRIAN 6. INSTALL 4'-WIDTH VALLEY GUTTER PER ISPWC SD-708(ACHD SUPPLEMENTAL). RECOMMENDATIONS LISTED IN PROJECT GEOTECHNICAL ENGINEERING SIGNAGE PER ARCHITECTURAL DRAWINGS. EXISTING PROPOSED �g IDIAN� A P P ROVED FO R PER ISPWC SD-712A(ACHD SUPPLEMENTAL), INSTALL TACTILE WARNING SURFACE(TWS)FOR REPORT. 15. TRASH ENCLOSURE PER ARCHITECTURAL DRAWINGS, 12'DEEP x 18' - - - - - - - - - - - - - PAVEMENT SURFACE GRADE BREAK I DAH O PEDESTRIAN ACCESS PER ISPWC SD-712 ACHD SUPPLEMENTAL). 5. INSTALL 6"VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD WIDE INSIDE CLEAR DIMENSIONS. CONSTRUCTION 8. INSTALL MANHOLE COLLAR PER ISPWC SD-616(ACHD SUPPLEMENTAL)OR VALVE BOX CONCRETE COLLAR PER ISPWC SD-406,AS SUPPLEMENTAL). poaoao6o-7o77o7oaoao777,77 �o-"1 APPLICABLE. 16. TREE GRATES,SITE FURNITURE,TREES, ETC. PER LANDSCAPE p 0000 0 0 0 0 0 0 0 0 0 0 of STORM DRAINAGE SEEPAGE BED These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E 6. INSTALL 6"REVERSE PAN VERTICAL CURB AND GUTTER PER ISPWC b°0°0°0°0°0°0°0°0°0°0°0°0°01 9. INSTALL CONCRETE SIDEWALK PER ISPWC SD 709 ACHD SUPPLEMENTAL &PER CITY OF MERIDIAN STANDARDS, INCLUDING DRAWINGS. 0 0 0 0 0 0 0 0 0 0 0 0 0 compliance with Meridian City Standards and Specifications. ( ) SD-701R ACHD SUPPLEMENTAL). L- -°--°-�S=s��- - -°--°-s�S� ( ) This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE PAVERS.SEE LANDSCAPE PLAN FOR FURTHER DETAILS. ACCESSIBLE PORTION OF SIDEWALK AS IDENTIFIED ON PLAN SHALL HAVE 17. ACCESSIBLE RAMP PER ARCHITECTURAL DRAWINGS. ° of the responsibility to design and/or construct those facilities 7. INSTALL 3'-WIDTH VALLEY GUTTER PER DETAIL 6 ON SHEET C0.4. _ 1.39 1.3/ p Y 9 1.50%CROSS-SLOPE(NOT TO EXCEED 2.00%). SLOPE BETWEEN EXISTING CURB&GUTTER AND SIDEWALK GRADE BREAK SHOWN 18. FENCING/HAND RAILING PER ARCHITECTURAL DRAWINGS. - �� GRADE&DIRECTION OF FLOW in compliance with all current applicable federal, state and local MAY EXCEED 2.00%AS NECESSARY. 8. INSTALL MANHOLE COLLAR PER ISPWC SD-616(ACHD SUPPLEMENTAL). 19. INSTALL REVERSE PAN VERTICAL CURB&GUTTER SIMILAR TO ISPWC laws, rules, regulations, ordinances, development agreements, 10. INSTALL CONCRETE DRIVEWAY APPROACH SIMILAR TO ISPWC SD-710A(ACHD SUPPLEMENTAL),GRADING PER PLAN. 9. INSTALL SITE CONCRETE SIDEWALK PER DETAIL 4 ON SHEET C0.4. SD-701R(ACHD SUPPLEMENTAL),CURB HEIGHT VARIES FROM 65� LIP 6.43 SPOT ELEVATION, specifications, orders or approvals, all of which the City retains STANDARD 6"AT NORTH END TO±13.5"AT SOUTH END,TOP OF CURB X� SEE ABBREVIATIONS the right to enforce. Inconsistencies not noted by City staff shall TO MAINTAIN CONSTANT ELEVATION (FLAT) PER GRADING PLAN. not be construed as approved unless specifically addressed SPOT ELEVATION ABBREVIATIONS in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City BW TOP BACK OF SIDEWALK ELEVATION LIP LIP OF GUTTER ELEVATION Standards and Specifications before said revision is constructed. CLMN COLUMN TA TOP OF ASPHALT PAVEMENT ELEVATION ONA� EP TOP EDGE OF PAVEMENT ELEVATION TBC TOP BACK OF CURB ELEVATION Name Date E FINISHED FLOOR ELEVATION TC TOP OF CONCRETE ELEVATION �O� ��a;ISTF FG FINISHED GRADE ELEVATION GB GRADE BREAK TYP TYPICAL 4 t� 264 rF OF I'D rqM AP 5/6/19P�-�0 ° II l a ° TOP CONCRETE PAD 9.18 �a d ° a LIP 8.13 a q6" LIP 8.13 LIP 8.15 ;° -------; J I- r______ -------- ; , .J r------ - TC 8.24 a ° ° ° TA8.10 P¢b8 g6� LIP I g �Pa68 �PS �P W 514 �, o I LIP MA±8.32 N ° LU LIP 8.27 3 No LIP 8.35 g�5 gg� g05 I M �P g' (P (P �P BW 9.17 /W S R/W RIVN ° R/W - R/W ; o 0 0 0 0 oRIW R/W �- R R/W - R/W - - I I g6 °� �P a� I------------------- L ° ---g-5-- --- ------ ------------ 5 ' EP 9.04 ---sscop ' W TC 9.07 i O TV .\P TV TV TV - TV LIPITC/TA 8.53 0.40% TV �P TA 8.3 LIP 8.70 -- LIP 8.82 ---------- -----------------='--- I-------------------------- i O ❑3 X LIP 8.45 gib � S9� 3 SAP P P I I S T _A T s's SEE S H E ET C3.2 811 s 811S 8 g�6"s o5 -s"s 9 20 " 9 81.5 s"s \� 9 0 ' 8"S T 8„S 8..� 86g 8"S T UU0 G P G G ACHD ALLEY G G G �P �P �P LIP 8.76 �P �� U. -------------------- DCB-B5 9 0.40% �P FL 8.90 1.3% ❑ 'I �P X� G- Is �P 8 (P o ° G 10 10 vl G S 0.40/0 0.40/o I I 6 X 9 5 � � � � � � � � � � � � LIP 8.50 ®-------------------------------- S ------------------7------------------------------- 6 ------------------------------------------------------------------------------------------------------------------- ----------------------------------------------- tt�-----------------... 6 -------------------------------------------------------------------------------��-�--------E--- 9 2----------- LIP 9.03 0l S -TTUGP 2 T 8�6 �� TA MA±8.72 �2 TA8.67 �6 �P �P9 1 IAP 1.50% I �P - 9 ---------- - I P pl S6 p -P8' �F TUGP - UGj' -BPS UGP (PS �Pa ------------------------------------ ---------------------------q5 --------------- ■ - ----- k: - - - - - �8"GI �\ UGP P P tJU JT -JT JT JT LIP 8.76 JT 9 JT JT 7.0 T, JT CC JT L -8"GI 811GI UGP UGP �P - - ----- ----=--- = = = ' - = G 52 = ' ----- 0 = = = = ----------------� 8"GI _81.GI 8•'GI -- I, R/W - - R/W - - R/W - R/W - - �P 9�6 R/W - - �� R/W - - RIW - 9 6 - - G g8� \P 8 �P a. M RIW - - RI1N Rl1q( - - R/1N - I�'�-- 3 R/W ❑3 3 i 5 3 y - ---------------' PP I W T T T T -- LIP 8.88 LIP 8.91 ` < ;--❑ ■ ' r--------- --- ----, El LIP 8.67 TCITA 8.67 TCITA 8.67 0.40% TA/TC 9.17 TAITC 9.17 TA/TC/BW 9.17 z O �P S G Sg9 G$h� �6 5 55 ---------------- ------------- ------------- ------- ------ ------------- ------------ --------- ---------- I I 8 �5 0 S �- ------ --------------- - a N ,A i I I�I a• S• P o 4 ° c I H W X ABG El AP g1 �P �� 0 12° LIP 8.67 2 26 9 a 5� 4 d 5� ° g� 9;0� a o O LIP P9 LIP8.90 �P \ ° P9 �] 0 ° 1P9• a ° a BV� s - \ O i / � X ■ 3 0 15 5 x \ d ❑ t LIP MA±8.44 (n Q Lr, o ILLI O TOP CONCRETE PAD 9.10 - o c O o' 4 0 5 ° IL ° J ° F 1.50°/ 1 9 1 I .. I I.. r o 1.4/o O I O o c� TC 8.73 T ------------ OP CONCRETE PAD 9.41 \ 4 -_o -- 4 ;11, 7.5' E❑ \ o a LIP 8.52 9 5 d ° � I..I BW 8.73 ` LIP 8.83 TYP OF 5 11 0 ° o $62 LIP 8.52 7 0.40% 7 LIP 8.69 --- - -------- -------------- - - - -- \ ° ° w �P 59 •- LLI 12 8 5 I TBC 9.02 13 0°0°°0 � o J 16 g ° ° ° I. r VQ I 0 1.5� I PP LIP 8 73 ° �P M .I . .I 0000000 oo°°°°o vm-i 6 --------v--- ---- ----------- 1.6/o 4 4z ..I 0 0 0 0 0�o ao�0 0 0 0 0 0�0�0�0 0 0 0 0 0�0 0 0 0 0 0 0 0�� A d ^ o WTHM ■ LIP 8.54 ; 1.00% 1.50% LIP 8.51 °o°0°0°0°0°0°0°0°0°0°0°0°0°0°o°0°0°0°00000°0°0°0 °0°0°0°o°oI 2 4 TYP OF 2 11 ° v Q 06 r---------------------- --------------------4------------------yi-i ---U , o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ono 0 0 5 0 0 0 00l \ , Q }, LIP GB 8.71 5s� �rb� s I ; I000000000000°0°0000000000000 0 0 0 0 0 'o 0 00°0°0 '0 0 00000000001 A ° 1 TCGB9.30 O I ; 3 I°°°°°°°°°°0°0°0°0°0°°°0°0°0 11 I� 00000000000000000°0°01 2 ° 6� I �a UJ SEEPAGE BED A ��_o_o_a��_� TAITC9.17 ° 4, i. \.\P SGT-ABW GB 9.40 +-' ' 8 4 ° ❑ TC 9.42 TC 9.42 U) I I i I I I I °° 3 2 a� 6"RD ��/0 1.00% `� I � �gG SQ�SS� 1 ' TYPEl 4.2% N O rn N ° TC 9.42 1 0 i �- 2 0 0 0 6" D --------- ------------ CO j CURB HEIGHT TAPERS I --------------------- r BW 9.40 I r ____________ _-I ; , LIP 8.18 6.00% 6 LIP GB 9.13 LIP 9.13 2 L TC 9.42 --- G$g2 8�3 Sg� �P 8 O I TOC 9.17 TAITC 9.17 TA/TC 9.17 1 X i TC 9.42 ' �8 T P ti LIP 8.08 TBC�1.160 TBC 9.25 0000000 ; ° °; a TC 9.24 r L 6�'91g IS 2.7% j 12 a a 4 4O _ ° G 8 g5 1 f--- I I L ----- J ' I I ' ' \{l BW GB 9.33 ------ o- - °d ° a Q- ------- a o TC 9.26 BW 9.40 -- ..... 16 LIP 8.15 LIP 8.71 ----- ; 6 9 aO - P/L 4 V L - P/L - 4 P/L -- - - P/L O a 19 y I ; aLa 0 --------t-------- 1.50% 0 20 I ; a °o TYP OF 9 11 a a a o 7,5' • � 4 � w � I I I ; BUILDING FOUNDATION PER C-e ul I ° L W a e a5 STRUCTURAL DRAWINGS, TYP - I ❑M i O TYP OF 5 11 m g, ° ° �� 1 ------ ° r-----------------------------, r---------------------- y--, ----------------- --H a - ��aU Z w c 9 J M 00 milk X\ --1 ---------- m 1 I i X X ; ° TC 9.42 TC 9.42 TC 9.42 TC 9.42 r _ w a 2.5% TA 7.65 I ° I TC 9.42 ❑ ❑ ❑ ❑ ❑ a I �gG 9 W ' COO I I 3.8%,TYP I I I I I a i 18 I I I 86� 1 LIP 8.24 � - 1 \P V FFE 2609 .,441 r ~I1.50% 6 I ° I I O \ -- TYP_ I 'I I , 5 _________ ______________________________________� l_____________________________1 L-----------------------------� _________________________ ' - g 16 0� 66 TC 9.42 5� I I 3.5% I 0 LIP 8.08 x i �gG 9\P S BW 9.33 11 II nP 00 I , o LIP 1? 6 19 NEW MIXED USE BUILDING A i�Na-- 86 0 I ° 17 18 I I a Q o I u O I� � I o LIP 7.16 LIP 7.94 N ti 1.�5% j TBC 7.70 4 � o ----------------------- TC 9.42 i ^ COPYRIGHT ©2019 Lindgren:Labrie r____________________ r__________________� O �g 2 I 6 M 1 1 BW 9.40 g 1 Architecture, PLLC Any use, reproduction r----- I I I , ' 5 6 -- -- 82 n I\ \P \P 5 or modification of the documents or the 6• r V 65 I 6 g ; TC 9.42 TC 9.42 _ the information contained herein without ---------, I --------a e� FDC F 6• IMP ; prior written permission of \P LIP 6.90 P TBC 7.44 r - -----I ❑ r BW 9.40❑ F____________r_____________y ❑ ;---- r---- ❑ t" O Lindgren:Labrie Architecture, PLLC 00 i k-= '-KI ------=. -.. BW 7.78 BW 7.86 BW 8.57 7 ° BW 8.51 L BW 8.70 TC 9.40 BW 9.40 BW 9.40 - BW 9.40 ------- ------ 0G 9?� violates the Copyright laws of the United -- 1 3 17 7. 5/0 @ 11.5' , 1 States a subject violator to 9 I ------- J 2 5"STEPS �c 06 �g W Wo L ( � , and prosecution. �P i (P 6• 9 ACCESSIBLE ROUTE r s 9 9�1 ------------------- 1 6 ❑ BW 8.53,TC 9.34 BW 8.44,TC 9.34 BW 8.44 I-- ---- ,------- - -- O - �119 0' 1 - _ - - e- 6 G 9� DRAWING SET ISSUED FOR - - I T o - - �.-', R/w R/W - R/W ❑ ® RIM 8.37 Lo RIM 8.33 ` R/W W /W R/W - - R/W i R W / � R c PATIO CAFE o - -- - g�9 BW 8.44 BW 8 26 �, g EXISTING CITY PERMIT S E T ;.. - j - 18 0 0 ❑' ROMP 1.99� 9 - �� 9 G 820 18 GI 8"GI �g sr, ----- BW 8.44,TC 9.32 BW 9.29,TC 9.32 BW/TC 9.32 LIP 6.77 1, i LIP 7.69 G RIM 8.40 -8' I 8" I 8"G I 8"G I 8"G I 8"G I ; 8"G I 8"G 1 GI �8 SOUTHEAST SIT E 1 5 �gG 3. Lon- roi N 9 o en ACCESSIBLE ROUTE o E N o � o 3 I ❑3 ' LL - ct> = I _. - -- -- -- _ -- -- - - ----- ----- - - .EXR4MPG - - - -----A�y4f�Df}RIED n ----- ------ A�AP�DE}N Efll 6,.-WATff� Lf `°�- - N---N- - ---- ---- - - - \P � \ Gad GYO g 16 _ 1- C UE GRADING PLAN 80 1.62� 06 �a 7. 3� 16 OBG 10 0.25� 1VAT-ER WE------------ - ----- 58 � J � 0---------------------------------------------------------------------- -------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ -------- -------------- ------------------- -------- ---------------------------------------------------------------------------- ------------------------------------------------------------------------------------------ a 8 S \P I \P \P \P 00 DRAWING SHEET REVISIONS �I 8 II 2 6 j I A DATE REMARKS L_`J�I I I I I II 1 I 10"W 10"W 10"W 10"W 10"W I -10"W 10"W 10"W 10"W 10'IW 10"W 10"W 10"W Q 10"W 10"W 10"W I I I m I I I L -------------i I I I I I Zo N O I I 18"S 18"S 18"S 1 I I I T O O Z 1_rs - T - - - - - - - - - i i -18-S - I 18"9* 18"S 18"S 18"S O 18"S i 18"S L----J I N E . BROADWAY AVENUE DRAWN BY: BEA z I I I I C o JER w I � I I I O I O CHECKED BY: 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD I 15 SD 5"SD 15"SD 15"SD 15"SD 15"SD I DATE: 6 MAY 2019 o SCALE: AS NOTED SOUTHEAST SITE GRADING PLAN JOB NO. R171127 10 0 10 20 w W C301 0 GENERAL NOTES [:]ACHD ROADWAY KEYNOTES O SITE KEYNOTES GRADING LEGEND 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 1. SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT(24"MIN FROM CURB/GUTTER)AND REMOVE PAVEMENT PER ACHD STANDARDS, 1. SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT WHERE SHOWN 8. INSTALL MANHOLE COLLAR PER ISPWC SD-616(ACHD SUPPLEMENTAL). EXISTING PROPOSED APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION MATCH PAVEMENT ELEVATIONS, SEE ISPWC SD-806(ACHD SUPPLEMENTAL)ON SHEET C0.3 REGARDING MINIMUM CROSS-SLOPE, AND REMOVE PAVEMENT, MATCH PAVEMENT ELEVATIONS, MATCH 9. INSTALL SITE CONCRETE SIDEWALK PER DETAIL 4 ON SHEET C0.4. OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES SEE ACHD NOTES 3&4 ON SHEET C0.1 REGARDING SAWCUTS&PAVEMENT SECTIONS. EXISTING PAVEMENT SECTION OR SECTION PER SITE KEYNOTE 2 OR 3 - - - - - - - - - - - - - PAVEMENT SURFACE GRADE BREAK ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY AS APPLICABLE),WHICHEVER IS GREATER. 10. INSTALL CONCRETE SIDEWALK(FLUSH WITH PARKING STALL)PER 2. UTILITY TRENCH REPAIR PER ISPWC SD-301 &SD-303 ACHD SUPPLEMENTAL ON SHEET C0.2&ISPWC SD-806 ACHD ( ) ( ) ( DETAIL 5 ON SHEET C0.4. a-a 7777777777777777170�v LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Po 0 0 0000 � SUPPLEMENTAL)ON SHEET C0.3. SEE ACHD NOTES 3&4 ON SHEET C0.1 REGARDING SAWCUTS&PAVEMENT SECTIONS. SEE 2. INSTALL NEW LIGHT-DUTY ASPHALT CONCRETE PAVEMENT SECTION 11. INSTALL 6-FT PRECAST CONCRETE WHEEL STOP,OLDCASTLE ITEM po°o°o< 000000000°o°o°001 STORM DRAINAGE SEEPAGE BED 2. SEE EARTHWORK&GRADING NOTES ON SHEET C0.1. GENERAL NOTE 4 THIS SHEET. PER DETAIL 1 ON SHEET C0.4 AND RECOMMENDATIONS LISTED IN p000000000000000000000000001 L_a_a QsisLSL�_s_a_a Qsis�J PROJECT GEOTECHNICAL ENGINEERING REPORT. RECOMMENDATIONS. 50 OR EQUAL, INSTALL PER MANUFACTURERS R E N N I S O N ENGINEERING 3. SEE CITY OF MERIDIAN STANDARD NOTES ON SHEET C0.1. 3. INSTALL NEW ASPHALT CONCRETE PAVEMENT SECTION AS APPLICABLE PER ACHD NOTE 3 ON SHEET C0.1 WITHIN MERIDIAN ROAD, RECOMMENDATIONS. _ �3� 1.3% 4. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. MAIN STREET, BROADWAY AVENUE, IDAHO AVENUE,AND ALLEY(ACHD RIGHTS-OF-WAY). 3. INSTALL NEW HEAVY-DUTY ASPHALT CONCRETE PAVEMENT SECTION 12. INSTALL ACCESSIBLE PEDESTRIAN RAMP TYPE 1 PER DETAIL 7 ON -'y �� GRADE&DIRECTION OF FLOW CONTRACTOR SHALL ADJUST WIDTH AS NECESSARY TO INSTALL UTILITIES. 4. INSTALL 6"VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SUPPLEMENTAL). PER DETAIL 2 ON SHEET C0.4 AND RECOMMENDATIONS LISTED IN SHEET C0C DIMENSIONS PER SITE PLAN ON SHEET C2.0. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 PROJECT GEOTECHNICAL ENGINEERING REPORT. INSTALL nnnrc+c+rnr r nrnrc+rnrnni nnnnn Tvnr n nrn nrTnu o�ni NOT USED 5. INSTALL 6"REVERSE PAN VERTICAL CURB AND GUTTER PER ISPWC SD-701 R(ACHD SUPPLEMENTAL). 6. LIP 6.43 SPOT ELEVATION, 6. INSTALL 4'-WIDTH VALLEY GUTTER PER ISPWC SD-708(ACHD SUPPLEMENTAL). 4. INSTALL RIGID CONCRETE PAVEMENT PER DETAIL 3 ON SHEET C0.4 AND �,�EET �-" ---PEDESTRIAN��-�� RAMP�� --� -�---��-- -�- THIS SHEET X�P SEE ABBREVIATIONS RECOMMENDATIONS LISTED IN PROJECT GEOTECHNICAL ENGINEERING 7. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A(ACHD SUPPLEMENTAL), INSTALL TACTILE WARNING SURFACE(TWS)FOR REPORT. 14. SLOPE WITHIN ACCESSIBLE PARKING STALL AND UNLOADING ZONE SPOT ELEVATION ABBREVIATIONS �E IDIAN* APPROVED FO R PEDESTRIAN ACCESS PER ISPWC SD-712 ACHD SUPPLEMENTAL). 5. INSTALL 6"VERTICAL CURB AND GUTTER PER ISPWC SD-701 (ACHD SHALL NOT EXCEED 2% IN ANY DIRECTION. INSTALL ACCESSIBLE I BAH O 8. INSTALL MANHOLE COLLAR PER ISPWC SD-616(ACHD SUPPLEMENTAL),VALVE BOX CONCRETE COLLAR PER ISPWC SD-406, OR SUPPLEMENTAL). SIGNAGE PER ARCHITECTURAL DRAWINGS. BW TOP BACK OF SIDEWALK ELEVATION LIP LIP OF GUTTER ELEVATION CONSTRUCTION SEWER CLEAN-OUT CONCRETE COLLAR PER ISPWC SD-506,AS APPLICABLE. 15. TRASH ENCLOSURE PER ARCHITECTURAL DRAWINGS, 12'DEEP x 18' CLMN COLUMN TA TOP OF ASPHALT PAVEMENT ELEVATION These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E 6. INSTALL 6"REVERSE PAN VERTICAL CURB AND GUTTER PER ISPWC EP TOP EDGE OF PAVEMENT ELEVATION TBC TOP BACK OF CURB ELEVATION compliance with Meridian City Standards and Specifications. 9. INSTALL CONCRETE SIDEWALK PER ISPWC SD-709 ACHD SUPPLEMENTAL &PER CITY OF MERIDIAN STANDARDS, INCLUDING WIDE INSIDE CLEAR DIMENSIONS. FFE FINISHED FLOOR ELEVATION ( ) SD-701R(ACHD SUPPLEMENTAL). TC TOP OF CONCRETE ELEVATION This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE PAVERS.SEE LANDSCAPE PLAN FOR FURTHER DETAILS. ACCESSIBLE PORTION OF SIDEWALK AS IDENTIFIED ON PLAN SHALL HAVE 7. INSTALL 3'-WIDTH VALLEY GUTTER PER DETAIL 6 ON SHEET C0.4. 16. TREE GRATES,SITE FURNITURE,TREES, ETC. PER LANDSCAPE FG FINISHED GRADE ELEVATION TYP TYPICAL of the responsibility to design and/or construct those facilities 1.50%CROSS-SLOPE(NOT TO EXCEED 2.00%). SLOPE BETWEEN EXISTING CURB&GUTTER AND SIDEWALK GRADE BREAK SHOWN DRAWINGS. GB GRADE BREAK in compliance with all current applicable federal, state and local MAY EXCEED 2.00%AS NECESSARY. laws, rules, regulations, ordinances, development agreements, 10. INSTALL CONCRETE DRIVEWAY APPROACH SIMILAR TO ISPWC SD-710A(ACHD SUPPLEMENTAL),GRADING PER PLAN. specifications, orders or approvals, all of which the City retains 10 o O the right to enforce. Inconsistencies not noted by City staff shall � not be construed as approved unless specifically addressed ❑E ❑ ❑ ® �\ in writing by the City. Any proposed revision to these plans must 0 be submitted for review and compliance with the Meridian City E W- E 4K E O n Standards and Specifications before said revision is constructed. 5� �J4 N SEE SEWER PLAN SHEET C4.1 Name Date ��t �ISTF (,+y O REGARDING PAVEMENT REPAIR WIDTH Q� F 1 I 2 I SD O O r - -----------------�- ---------------- ------------------- ------------------- 7------------------�-- ---------------- -----------------------------------------------------------------------------L- -L----------------------------------------------------------------------------1�j�------------------- ------ 4 j 1 60 6�� 8 60 iE 8 1�0 1�1 1�g 56 62 1g 1� r P 8"S OF 10 ,i .�,i � � � 1P 6� �P �P �P �P 1 �P �P �P 1• 8'7 l 8"S X X X x X X X X X X X '4N A PP�-� I 1 8"S O 8"S I 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 5/6/1 9 I I I I � I g q6 ----------------------------------------a--------------------------------- ----------------------------------------------------------------------------- - ---------- - ------------------------------------------------------------------------------ -------------------------------- 1Pg 1 X P6 I X P6S �P6g6 �P1q� I i 1P1�1 �P190 �P1g9 1g2 CV I I I I I I E . IDAHO AVENUEq---------------------------------- �--❑ 00 M �� SDMH-C1 i SDMH-C2 i j i O LL i�g2 ■ 12"sD 1 15 4 ■ ` I R� `q 1 ^ 6� A`�1 ' `S2 `g2 t� i�P 5 LIP 5.79 1�P 61.37% LIP 6.34 �P 6• �P 65 6 6 �P 6 �P 1 I I P 1 16� �P 16 �P 162 �P 16 �P 1 cz 8"w , I X G� X X X P X X X 1 X Z - ,� LIP 6.23 U I I 00 0000 I 1 I P 5150 000\o o LIP 5.71 C SDCB-C2 c 4 TBC 6.13 +552 1P 5� N I LIP 5.66 4 4A� VN'ii I 5g1gg0� C0 a IN X - g ,• sec �gc 1gc 1gc sec sec �� sec �gc sec �gc sec �� sec CU _ _ - - - - - - - 40�- - - - - LIP 5.76 TBC6.18 -- 16 -- TBC6.08 0 9 TBC MA_6.30 0 9 0 9 9 9 - - - - - ------------- - 9 - - --- -- LL O a TC 6.55 16 16 +I 16 16 2' W 16 0 16 1 0 10 Q CU I= RIM 6.401W W RIM 7.01 N > > - - - 1 v TC GB 6.66 TYP - TC GB 6.66 TYP - - - - - - - - - - TC GB 7.16 TYP - - - - - - - - - (n Q ? TC 6.62 TCGB6.66 TCGB7.16 UJ TCGB7.16 1 1 TC GB 6.66 ' ' 1 � o I TBC MA 6.20 \ - 1.60/o RIM 7.18 TC 6.92 a TC 7.03 O co L -- RIM 6.68 0 0 \9 ------ - o io ACCESSIBLE ROUTE 9 o ih 1 ACCESSIBLE ROUTE 31.33' 9 - o -v ACCESSIBLE ROUTE -.._--- ..._ a - - - - I - 6• 9 - rn r is - - r i - -.... ......... ❑... ... - - Lp TC 6.65 - - 9 6. - 9 1. - - 9 - Lp 9 1D I 9 LIP MA 5.73 8� rn a' - 6 g + •- ' ---------------� r- - ------- ------- -------- -------- ------ ----- , _ _ - X ; �5 - 1 ,• BW 7.22 BWILIP 7.04 BWILIP 7.13 BW MA 7.65 � BW 6.76 W - R/W BW 6.80 R/W BW 6.80 _ NV ��P 6 - R/w - - �� /W' - - /w - R/ BW GB 6.80 BW GB 7.30 R/w - BW 7.30 R/w - BW 7.30 R/W R/„ BW 7.30 _ R/W - - R/W - - R/ - - R/ R F yLu � i F ' �__________________ F_r �_ Gj r_______� F______ _ ________________4 4 _____i ______i________ _________________.� •- - 9 ❑ ; ' 6 6 ❑ ❑ TC 6.80 F TC 7.30, BW 6.80 ❑ TC 7.30 ❑ TC 7.18 O3 06 CN U) r - � r r ----- TC 6.80 - ----------� �A TC 7.30 J' Cr) i r r , TC 6.80 ' e o r • X. TC 6.80 ' X LL ■ ❑E BW 6.76 I ------ LIP 7.12 LIP 6.87 °' LIP 6.87 LIP 7.1206 TC 6.80 '-------------------r '---- ----r ( 1 TC 7.30 +� CU TC 6.68...... 3 W CU 12 TC 7.30 X LIP 6.65 9 BUILDING FOUNDATION PER 0 Soy c I ?'�' STRUCTURAL DRAWINGS TYP 5� - �; �P _ ' SGT-B X r- 6-INCH FLOOR STEP P 1. ; II U) SEE STRUCTURAL DRAWINGSX - ° � ' 8 ° - CD FIFE 2606 , 82 FIFE 2607., 3z p00000 o 1 o0000000000 000q ° C ; 000000 O;O 00 000 ' G N p0000000Q000 0000l 1.5 NEW MIXED USE BUILDING 00000° °� 0 ° °° r_________________________ r_____________________________, ,_____________________________, o �� O O O O O O Q O O O O O O O 5.0' o ; h0o000o O;o O00000 � ; --------------------- r a\ ;P i o o o SEEPAGE BED „B„LL 7- o M 6 r NO CURB,TYP O O 000000 0'o O 00 b000000 ' 000 0000� ; TC6.30 1P 1 1000000 00 0 0000 X 12 b000000 p0oo 00001 ; TCGB6.22 ❑ ❑ ❑ ❑ ❑ ❑ ❑ F00000O °cs'oOo 000o ' 1P ; ; 1 5 a/ ' 0 0 - I 00000° 0000000001 � I 1; TC 6.80 TC 6.80 TC 6.80 TC 7.30 TC 7.30 TC 7.30 TC 7.30 -- --, TYP Po 0 0 0 0 0 o c 0 0 o q I TC6.80 - TC6.80 TC 6.80 + TC6.80 , i TC7.30 I�o00oco On° o 00oo1l -L T_________- i 0 O;�_ _ ___� �_________� �___J ______________________ �__ _� _Q_Q_� �___________________4 F J ; OOOOG�V 0i:) 0�0000� r. O 1 J__________�_______________________J ' .� ° o 5.0' ----a�� --- d P 6 d ROLLUP DOOR 1.12 `-------------------- --- o 0 0 0 0 o d o 0 0 0 0 0 0 r-------------------- L---T r- ---J ; , O O O O O O Oi0 O O O 00 6' TC7.25 TC7.25 Ih000000 100 00000� ; G a U 00000° n O 0000 g I d TC6.75 TC6.75 ` --- 2° t000 7 00° 0 0000 �•?% N 6-INCH FLOOR STEP �$� ° ° o 0 0 o b 0 0 0 o q o 0 0 000 � ° ; ° ° LL 1 l00000000b °00000 `o d p000000 do OOOOOI SEE STRUCTURAL DRAWINGS d � ° ° ° TC6.30 a 1 TC7.30 l00000000b 000004 LIJ d e 14 14 p000o0o do 000001 , � d 11 TYP OF 18 I , 00000000n 00000A O o Q d O o O o d O 0 0 0 0 0 0 C O o 0 0 0 0l FIFE 2606.32 i a _ a ° 10 o � 00000 ;0 0 o r-- o , ----------- } o r 0 0 0 0 0 0 01 0 0 0 0 0 � 6'-6"L X 5'-2"W - -------------+-1 1------ - � � a a d � ~ d 1 � ~ -----�---- -----------, ~ O � �o 0 0 0 0 0 0 a J 4 r y.,, d d 4 1 2 ; 000000 ol0 00000 ; 2 ° ° Q r TC 6.30 v < a dr------ ------, I ; r-- t? --, Q 1 ; , a 6_ o0000000b 00000 o a O TC6.62 TC6.62 � 00000 O0000o00q �00000 9 O 000000 1.5/o TC6.63 d 1 d � da a X P ° TC7.18 b000000 olo 000000� S TC 6.30 ; d 16 4 d d b000000 g�, 00000d 1 LIP GB7.12 LU 5.0' 4.71% (P „ o 1.�g a ;4 d 6 STEP < X .; ... - - - - - - o-s ono o�oe-o NN N r 1 7 P -- -- -- �... ❑ TCITA GB 6.56 TYP TC/TA GB 6.56 TYP - - - - - - - - - - LIP GB 7.12 b° o 00000 d X S 6 9 _ _ _ P _ _ O I �9 ' ' 1 J� IooLIP6.84 0 000000l � +1 6 TC/TA 6.56 O TCITA 6.56 TC 6.56 TC 6.56 p o 0 0 0 0 0 0 0 o d V TC 6.30 TC 6.30 6TC6.63 S �159 ; I000000000 000000l ; r g 9 FIFE 2606 , 32 �q8 TC6.80 TC6.72 �� 1P o - c o d d a -- p000000000 00000q X --_ ---------J .,A� ' X L______________-o O o L_______________J /}L-,�` c d o 4 0 000000000 00000 0 ' i2 N _ 2 _ 2 L__________________J N V d N d 4 c ' P\j 000000000 OOOOOq Q ' 61 1.25% 0--------- --------- ----------1J ,d d; d Iry 000000000 gV� d 0000000000000aC ---------------------------- 7 °L a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ; Q I c' 0.40% c' G G 0.40% G 0 2 4 0 o d 11 TYP OF12 o0000000 000000 TYP OF12 11 ° TC 6.30 0.40/0 0.40/0 0.40/0 0.40/o __ , O O O O O O O O O 0 0 0 o O 0 , 9 Io b00000000 000000 ° ° --------------------------------------------------------------------- ------------------------------------- ; I o 0 0 0 0 0 0 o O 0 o 0 0 0 0 ; 1.25/o �' a 42!t fl- 42!S-D-- ^s s 6"S ° J � - � - g6 b00000000 00000001 I m EXTERIOR GRADE HIGHER P1. ; 0000000 0 000000l E - ' : TC GB6.70 LIPH16.46 LIP6.33 LIPH16.46 LIP6.33 LIP HI6.46 °d LIP 6.33 LIPH16.46 p00000co� 00000000l , WCIOcn THAN BUILDING FFE X SDCB-B1 7 SDCB-B2 7 d SDCB-B3 7 10 0 0 0 0 0 Zj o 0 0 0 0 0 1 LJJ r -J `J ; 000000N 000000001 ; U r------------------------------ er o 0 0 0 --------------------------- o --- -------- g Q d o p00 O O O O O O O O o 0 0 0 0 OI , i d ° 11 TYP o coo N c o N 4 a o ------ o00000000000000 NO CURB,TYP 00000000 0000000� , 1� 1 5%y 1 , " `-i LIP 6.63 6 LIP 6.63 `V "' "' _ ______ �0 0 0 0 0 0 0 o O O O 0 0 o O 1 P 1�y COPYRIGHT @ 2019 Lindgren:Labrie a �* q 1.25% ------- , p r O O O O O TA 6.83 TOP CONCRETE PAD 7.76 o 0 0 0 0 0 0 0 0 0 0 5.0 d o o 0 0 0 0 0 0 0 O o 0 0 0 0 o yl _ a Architecture, PLLC Any use, reproduction �; TYP g.�` - - - - - - - TAGB6.67 TYP - - - - - - - - - - - - - - - - TCGB6.67 TYP _ Iho0000000 0oo0000 L` , - - - - - - - - - - M M �, or modification of the documents or the z BW 6.30 1616 61 LIP 6.83 X P N TC 7.67 0 o gP 82g 1� 00000000 000000 0 N information contained herein without the ❑ ❑ d TCIEP7.04 g1 LIP6.75 000 ° ° X ti0o0oo0000000,00007 p p ° prior written permission of S TC @CLMN 6.84 a TC @CLMN 6.84 0 to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lindgren:Labrie Architecture, PLLC D0000000000000000� N ' ' h EXTERIOR GRADE HIGHER ° 4 2 X JT d d a; to 0 0 0 0 0 0 0 0 0 0 O 0 o O A violates the Copyright laws of the United ci ; p_nOO00000 300000001 ' �. THAN BUILDING FFE O M LIP 7.34 6 6 a " N States a w subject violator to c� Q BW 6.30 z===------J ° o a Lri J d i t the v n II d $g1 legal prosecution. -G ----- Ul) BW 7.73 12 TBVC 7.73 I ° a1, 6 ° I �� TC 6.68 TC 8.77 TC 7.67 0 ------- -- ------------ �P S ' gg 2O 2 d a 2 3 8 3 2 X DRAWING SET ISSUED FOR 7.68 TC 7.76 RIM 7.43 d _ LIP MA±5.57 TBC MA±5.99 6 �; d ° CONCRETE PAVEMENT ti LIP 7.74 12"sD 1 "SD 42"SD 12"SD 12"sD D , 2"sD SGT-B1 ° 0 CITY PERMIT SET gT ; 11 TYP OF 4 o STEP, HEIGHT VARIES � o 0 0 o a Q 4 i 9 l oCL 4O o 0.00'T01.10' 2 jo Srll� DCB-B4 8 N M „ 8 r LL c ~ o ~ TC 7.88 a o0 9 MAINTAIN 2%MAX ui 6"-WIDE CURB,TOP OF Wi 10 TOP CONCRETE PAD 9.18 ° ❑ a TC 8.67 TC 8.12 ,`V, d CURB TO MATCH TOP OF , 7 ;' >\� SLOPE IN ANY DIRECTION a 6 r , o ____ _______ _� 0 2 4 ______ ___ ________ADJACENT SIDEWALK,TYP LIP 8.15 LIP 8.13 , g. LIP 8.13 LIP 8.15 ----- STYPo 1.25/0 ------- ------- 15 TBVC8.30 r ---- ------, r---- -- TC8.24 - 1P NORTHWEST SITE TC 7.94 TYP ,IIs'�1 --, 1 SAP I d TA 8.34 P S a 1 P 6 P S 6g 8 6g X TCIEP 6.53 TA 8.10 6 TC @CLMN 8.26 d TC @CLMN 8.26 a TC CLMN 8.26 LIP 8.27 � X X O LIP @ ° 12 ■ a, LIP8.35 X I GRADING PLAN 1 ------ - 0 2 2 LIP 5.56 TCIEP 8.57 TCIEP 8.33 TC 8.06 boo 1 0 LIP 6.03 LIP 6.43/w - R/W -F 2/W g'51 ;R/W 8•�5 R/W - - R/W - G0 R/W - /W TA 8.44 R/W - - R/W R/W - - R/yy o0 0000 5 R/ R TC 8.49 gI ti L 4 8r.G1 3 -------------------' (P a� uLSP--- J 1P ----------------- ----- ---------T� �=---- ------- ------------- ------------------------- - g6 -- ------------- -- F R$10 -- -5 -------- ---------- ------------ c ` TV 01 TV \ X Tv 1P LIP 8.06 LIP 8.11 Tv TA 8.21 Tv TA 8.30 Tv �P TCITA 8.53 Tv Tv v LIPITCITA 8.53 0.40% TV �P S TA 8.36 LIP 8.70 DRAWING SHEET REVISIONS rr j i T T L\P S 8"GI- X 4 X \P q LIP 8.45 g31 5 8g2 G 3 T g T ACHD ALLEY T 3 PT25 T 3 T T 3 c T 3 3 3 1P �P S g Q DATE REMARKS 8'S g0-8 S 62 8"S 8 SG P 1. 8 6G " I � 8 8"S G 8"S G 8"S G 8r.4P 86a G rrS T G Br.S T G G .S G 8r. 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LJ g1 ci T T LIP 8.67 Z 0 50 1 �9 S 22 29 g1 TCITA 8.67 TCITA 8.67 0 6 2 �P T 8 �P 8 8 B gg �1 ---------- --------------- - o g� \Q 6 I I jG B28 X P I X X P $ AG S G a16 1g Sg5 Sg5 �P a55 1 a a w LL 5 g2 69 1 1 �0 X X 5� g TP �� °00000 LIP 8.67 w � �\P X X P O °00000 d Q X I � 00 00 x 3 z I 0 oil "' DRAWN BY: BEA TR � � M JER Q F TOP CONCRETE PAD 9.10 0 0 0�� 600. ❑T ; c� TC 8.73° TC 8.73 CHECKED BY: MON SIGN o 00 \Q ❑ O LIP 8.52 BW 8.73 DATE: 6 MAY 2019 LIP 8.52 EvQ 1. 805 TBC s.o2 000000o SCALE: AS NOTED 0000000 o0 0 0 0 0 0 -- - - -- SGT-A--------------------------------------------------------------------------------- o ! NORTHWEST SITE GRADING PLAN x- i ° =__--___ �r SEEPAGE BED ��A-- ��a� 1.50% - LIP 8.51 0 0 ° R171127 1 LIP8.54 1.00% o o_o_o_o_o °o�c JOB NO. LIP GB 8.71 10 0 10 20 w .° W C302 0 SAND/GREASE TRAP (ISPWC SD-624) OR Void Volume of Typical Materials SEDIMENT MANHOLE (ISPWC SD-611) Material Void Volume % 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ BMPs 15-19 Reserved 2' RING & ( ) 2" Max Blasted Rock 30 OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS 1-1/2" t0 2" Uniform Size Gravel 40 ISPWC SD-617 AND DRAIN ROCK R E N N I S O N ENGINEERING 8202.23 BMP 20 Seepage Bed With Optional Chambers (Treatment & Storage) 3/4" Uniform Size Crushed Chips 40 (TYP) TREES & SHRUBS Crushed Glass 30 ARE NOT PERMITTED OBSERVATION Description BE TOP OF SEEPAGE WELL PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 D This BMP is approved for treatment and storage if preceded by another Crushed aggregates shall have a minimum 50% crushed or fractured face (at E E BOTTOM PERF <- EE COVER approved pretreatment BMP, except in foothill areas with slopes greater than - 15%. least on one side) and meet the following gradation: ELEV BOTTOM BAFFLE711 NOTES 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 Crushed Aggregate SEE 5 18" \\�\\\/i\i\\�� ■ A seepage bed stores stormwater runoff in a trench backfilled with uniform) ° ° ° ° ° ° ° ° ° ° y Sieve Size Percent Passing NOTE 1 1 0% SLOPE STD 0% SLOPE \j/\\NATIVE sized drain rock above a sand filter and infiltrates the water into the ground. o \�\� soli \/ 3 inch 100/° 3/4 inch 25-60°/D %\� o 0 0 0 0 '�i\\�\\� %\ X L I N D G R E N : L A B R I E Flows shall be pretreated upstream using approved pretreatment BMPs. The ° \\ \\/\\/i\i\\� ARCH T E C T U RE 3/8 inch 0-4/° \ \i i �� i\� / \\ /\i\\ / \ system may also include underground storage chambers for additional No. 200 0-2% /\/\\/ NATIVE/\\� \/\ \\/ 2" WASHED VARIES-SEE Z" WASHED ' \\, \/�j/N,,�\ storage. When chambers are used, the manufacturer's product technical data SOIL /i\i\\�\�i DRAIN ROCK PLAN SHEETS gDRAINv�RO�CvK and letter of project review and approval and specifications for product The Design Professional may determine void volumes for other materials by 5' of 18" SOLID • installation requirements shall be submitted. ASTM C33 °;;; ...;:: ASTM C33 laboratory analysis and submit them to the District for review. WALL PIPE WITH 1.5-FT :FILTER SAND. : `FILTER SAND;:: 4" OF 4„ PIPE BEDDING :•. : ::.:::'; .:... .. . ...:. 3-FT Sesignepage The 18-inch perforated pipe shall have 3/8-inch perforations within the Seepage beds and underground stormwater chambers shall be sized to store p p p p NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN� HSG>W the 100-year design storm of one-hour duration accounting for infiltration, corrugation valleys per the schedule in this standard detail. MINIMUM of 1-FT TOP AND BED NON-PERFORATED --]--.MAX-ELEVATION unless it can be safely conveyed or detained in the right-of-way or stormwater SIDES ONLY To PERFORATED PIPE Following are the requirements for drainage geotextiles. Nonwoven or easement without flooding the sidewalk and impacting private property. In SECTION10NA( this case, the facility can be sized for the one-hour, 25-year design storm. monofilament woven geotextiles are required. Slit film or slit tape geotextiles N.T.S. p�C eG1STE9 ° are not approved for drainage applications. NOTES: Q. F� �► Facilities must infiltrate 90/° of the design storm in 48-hours through the area 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. 4 of the sand filter. The calculated volume shall be increased by 25% t0 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE account for sediment. When the seepage bed is located within a common lot, Non-Woven Filter Fabric MAX HSGW ELEVATION V additional sediment storage shall not be required. Property Test Method English 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS Tensile Strength Grab ASTM D-4632 120 Ibs yl 0i Elongation ASTM D-4632 SO% 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS OF 1Dp F Seepage beds located within the right-of-way may extend no greater than five 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM gNAPP�-� feet out from face of curb and shall not encroach on a private lot. Seepage Puncture ASTM D-4833 65 Ibs 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE 5/6/19 beds shall be no greater than ten (10) feet in depth to the bottom of the rock. Trapezoidal Tear Strength ASTM D-4533 50 Ibs 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES UV Resistance ASTM D-4355 70% 9. BED WIDTH SHALL REMAIN CONSTANT 10. WATERTIGHT CONNECTION REQUIRED Seepage beds shall have a minimum Cover of 1.5 feet. If placed in the Apparent Opening Size ASTM D-4751 70 US Std. Sieve 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF 0100 VELOCITY THROUGH STRUCTURE > 0.5 FPS roadway (Capital Projects only) or under the sidewalk, minimum cover is 1 (AOS) foot below the pavement subgrade. PermittivityASTM D-4491 1.50 sec-1 C FOR RSEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: Water Flow Rate ASTM D-4491 120 gpm/ft2 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED Cfl A stone aggregate of clean, washed drain rock, 1.5 to 2 inches in diameter M should be used for storage. Crushed aggregates to interlock are required for Woven Fabric FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: C0 storage chambers. Follow Manufacturer's recommendations. Other materials Property Test Method English 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED O 9 p Y g --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN may be used to create voids per the table below. Void volumes for the Tensile Strength Grab ASTM D-4632 Min 250 Ibs --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP of BED specific materials used must be lab verified and clean with less than 2 Puncture Strength or CBR ASTM D-4833 or --TOP of BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE percent passing a 200 sieve. Puncture ASTM D-6241 Min 125 Ibs or Min 950 Ibs 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH z UV Resistance ASTM D-4355 Min 80°/D MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK.3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE W co Apparent Opening Size SUBGRADE .- (AOS) ASTM D-4751 70 US Std. Sieve 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE Water Flow Rate ASTM D-4491 Min 18 gpm/ft2 SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE ■ � Percent Open Area CW-02215 Min 4% SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES M ■ � O �y J 06 2017 SEEPAGE BED WITH STANDARD DRAWING Adopted: Res. 2116(10/14/15) 8200-27 Adopted: Res. 2116(10/14/15) 8200-28 ACHD STORMWATER DESIGN W Revised: Res. 2185(8/23/17); Res. 2208(12/13/17) Revised: Res. 2185(8/23/17); Res. 2208(12/13/17) GUIDELINES OPTIONAL CHAMBERS BMP 2 0 > Q > SHEET 1 OF 3 � Q w O W CN /) w FINISH GRADE 4 1/4"- 28 -4 1/4" Cn �/�� M 2 ` J 06 z DO -1 " III=1 I=IIIIA �P z_ _0 W Q� _-III=III-1I ,'; �•'e ,'; , � v T_I_ri � �BB - = I-III °III-I III-I-III- -III @A . -1 co8'-11" V A--+ 'n " > VJ l 1' 4" 1 4" (TYP.) 3 5 - - _ - ==- - - (2)424" ACCESS OPENINGS .� PLAN CONCRETE COLLAR r c o Ia ° - N.T.S. a 4 A J 4 co III O O PLAN 6" 14 1/4" 6" I I I I II PRODUCT WEIGHTS I` mN.T.S. 2'-2 1/4" IIII I I I PRODUCT HANDLING WEIGHT 1000`a e GAL TANK LID 3,400 LBS SECTION A-A III r I 1 I I 1000 GAL UPPER BAFFLE 317 LBS 0 5 2 N.T.S. 1000 GAL TANK BASE 10,463 LBS TOTAL WEIGHT 14,180 LBS w i" DESIGN NOTES: - W 6 a L_E G E N D LIFTING CABLES 1. MIN.DESIGN CRITERIA PER ACI-318 CODE 8 AS NOTED. 0:: SECTION CONCRETE COLLAR V° �" 2. DESIGN LOADINGS: O1 1.75"' X 1.75" X 1/4" ANGLE IRON PLAN VIEW > N.T.S. 2.1. AASHTO HS-25 44,W/IMPACT O FINISHED SURFACE. SCALE:3/8"=1'-0" 2.2. SOIL WEIGHT=120 PCF. 2 2.3. DEPTH OF OVERBURDEN 0.0'MIN 3.0'MAX. a 4 O 0.20% MINIMUM SLOPE. UJ A MANHOLE COVER & FRAME PER ISPWC SD-507, COVER MARKED "STORM DRAIN", 2.4. ASSUMED WATER TABLE:5.0'BELOW FINISHED GRADE ® PAVEMENT SURFACE. INSTALL AASHTO HS-25 RATED GRATED INLET WHERE INDICATED ON PLANS 2.5. EQUIV.FLUID PRESSURE=40 PCF. O5 STANDARD GRATE AND GRATE FRAME. SEE 2.6. LATERAL LIVE LOAD SURCHARGE PER CODE. W 9 SD-609 OR SD-610A. 5" (0.42') MIN LIFTING CABLES (6)THINWALL KNOCKOUTS 3. CONCRETE 28 DAY COMPRESSIVE STRENGTH:6000 PSI(MIN) � ° 6 TROWEL SMOOTH. 1'-6" 4. STEEL REINFORCEMENT:REBAR,ASTM A-615 GRADE 60 RIM ELEVATIONS PER PLAN 5. CEMENT:ASTM C-150 SPECIFICATIONS 3�� U 6 _ ' APPROVED FOR Q u z ` "FABRICATION" I I I DATE: 7/19/2013 INITIALS: CLIP LU II�_�y III ifl T 6., 2,-0„ 6„ PIPE IIII PIPE I � 1 1 PIPE 2 0 SECTION �I 0.1' MIN I� O N.T.S. SECTION B-B -1 I 0.1' MIN I Oldcastle Precast' V 16419 TEN LANE NAMPA,IDAHO 83687 N.T.S. i0 �n PHONE:(208)465-0176,FAX:(2D6)465-7129 TOP OF BAFFLE THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST,INC.IT IS CONFIDENTIAL.IT I I ELEVATION PER PLAN DO THE ED FOR INTERESTS OF,OR CE PURPOSES ONLY,AND SHALL NOT SION OF SED IN ANY CASTLE RECAST,INC ' TO THE INTERESTS OF,OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE PRECAST,IN I1-9� I COPYRIGHT@ 2013 OLDCASTLE PRECAST,INC.ALL RIGHTS RESERVED. I 1000 GAL BASE&BAFFLES INLET I L?UTLET I SUBMITTAL LAYOUT I I ITEM#1240100 L - - - - - - - - J 2017 ACHD REVISION CUSTOMER 2017 ACHD REVISION IDAHO STANDARDS DATE SALES DRAWN ENGINEER CHECKED SALES ORDER FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING � $'-43j" 4/9/14 240-OCP cLP MPB CONSTRUCTION OBSERVATION WELL SD-627 FOR PUBLIC WORKS N0. DRAWING NUM KtV15ION SHEET (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) TYPE III S D-603 ELEVATION VIEW 240-1240100-001 REV DATE 1 OF 2 # DATE REVISIONS BY COPYRIGHT c 2019 Lind ren:Labrie SCALE:3/8"=1'-0" Architecture, Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the LEGEND prior written permission of 1 WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER Lindgren:Labrie Architecture, PLLC z 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 1 violates the Copyright laws of the United ® CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) O 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER MAXIMUM FLOW RATE (Q)TO MAINTAIN A MAXIMUM THROAT VELOCITY OF 0.5 ft/sec States and will subject the violator to ® TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- legal prosecution. CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS 3` *THROAT WIDTH =21.5"= 1.79' PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" A �' U; W �' A 8-11 *THROAT LENGTH (WIDTH OF BOX) -45.4" - 3.78' PIPE. DRILLED WELLS MAY USE 4" PIPE L CI- ,�K i J S-6- 2'_�" DRAWING SET ISSUED FOR OO NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK °' DO 3� I 0 TOP ® BTM *THROAT AREA= (1.79')(3.78') =6.77 SF OO POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY t, III _ _ _ _ ( )( ) ( )( ) CITY PERMIT SET O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. a Z - - --_ - --- - - » Q= MAXIMUM THROAT VELOCITY THROAT AREA = 0.5 ft/seG 6.77 SF = 3.39 cfs max USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 5 I I NOTES: 4'-1�s" 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR _ 1 O" 2 1ya" STORM DRAINAGE FACILITIES IIII III<B) TYP �� BILL OF MATERIALS DRAINAGE 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD FLAN VIEW III INLET OUTLET III # QTY DESCRIPTION AX# 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION 1 1 2EA MB CABLE LIFT LOOP-DK.GREEN 4T 8500310 LID LID 2 2 EA MB FX-5%"FERRULE LOOP INSERT 8520100 DETAILS 2.66 CYD NAMPA MIX DESIGN#5 SCC 6K 8900500 20.65 LBS #3 REBAR 8010203 183.71 LBS 94 REBAR 8010204 A 45.92 LBS #5 REBAR 8010205 s 3'-10�/l 6" 2Y" PRODUCT WEIGHTS DRAWING SHEET REVISIONS ®EL. B. OUTLET BAFFLE WALL PLAN VIEW UPPER BAFFLE DETAILS PRODUCT YARDAGE HANDLINGWEIGHT Q DATE REMARKS FLOW VAULT BASE 2.58 CYD 10,463 LBS EL. OUT EL. IN E� �- SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" c9 FLOW UPPER BAFFLE 0.08 CYD 317 LBS o 11" 2 SHOP NOTES: 1. USE STD REBAR 16 0 2. CONCRETE STRENGTH:6000 PSI 1'-9Y" 4'-0' (2) 18" X 24" THIN 3. 1500 PSI MINIMUM STRIPPING STRENGTH REQUIRED Q INLET BAFFLE WALL (4) 18" X 24" THIN 1'-8' WALL KNOCK OUT PANS, 2ALL PER SIDE OUT PANS, 2 PER END , APPROVED FOR "FABRICATION" ---------------- I Z I I iL I I IIII DATE: 7/19/2013 INITIALS: CLP NOTES SECTION A-A LEGEND IIII IIII III I I I I III o AO DESIGN LOAD: AASHTO HS-25 HIGHWAY LOADING. y w OB ALL REINFORCING STEEL SHALL BE GRADE 60. 1O MANHOLE FRAME AND COVER PER Oldcastle Precast SD-617 (TYPICAL). III I I I II I� - - - - �I II w - 16419 PHONE: LANE NAMPA,IDAHO �' APPROVED P RO V E D FOR R N © DETAILED DRAWING OF A PRECAST BOX OR A POURED - o 0 2C)LOCATION AND FLOW LINE ELEV. PER I I I I PHONE:(2081465-0176,FAX:(206)1657129 E IDIAN* BEA IN PLACE BOX DESIGN MUST BE APPROVED BY THE LJ THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST,INC.ITISCONFIDENTIAL.ITI ENGINEER PRIOR TO CONSTRUCTION. DESIGN PLANS (TYPICAL). DRAWN BY: X SUBMITTED FOR REFERENCE PURPOSES ONLY,AND SHALL NOT BE USED IN ANYWAY CAST.INCI D A H O TO THE INTERESTS OF,OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE PRECAST.IN 30 H<12" USE GRADE RINGS (TYPICAL). I I IONSTRUCTION Z OD HEIGHT OF OUTLET BAFFLE WALL AND LENGTH OF INLET ( ) - coavRlcHr©z013 OLDCASTLE PRECAST,INCINc.ALL RIGHTS RESERVED. BAFFLE WALL DETERMINED BY TANK CAPACITY AND 12"<H 24" USE 24" DIA. RCP RISER. 0 O FLOW RATE, PER MANUFACTURER. 24"<H 120" USE MANHOLE CONE AND II I I N I i 1000 GAL BASE&BAFFLES These plans and/orsp specifications have been reviewed for CHECKED BY: JER N E BEFORE THESE BOXES ARE USED THE APPLICATION 48" DIA. RISERS. PRODUCTION DRAWING z MUST BE APPROVED BY THE ENGINEER. ®EL. IN > EL. B BY 1" MIN. I ITEM#1240100 compliance with Meridian City Standards and Specifications. OF MANHOLE FRAME, COLLAR AND COVER SHALL BE EL. OUT < EL. B BY MIN. OF 0.25' I INLET J L - OUTLET I I _ �I CUSTOMER 6 MAY 2019 IlJ PER SD-616 AND SD-617. UNLESS OTHERWISE APPROVED BY This review does not relieve the owner, en Ineer, or contractor THE ENGINEER. L_ - - - - - - - - - - - J I- - - - - g DATE: z © PROVIDE STEPS WHEN THE DISTANCE FROM of the responsibility to design and/or construct those facilities TOP OF MANHOLE FRAME TO TOP OF BOX 5O WATERTIGHT SEAL. DATE SALES DRAWN ENGINEER CHECKED SALES ORDER in compliance with all current applicable federal, state and local LL EXCEEDS 24". s 4'_4Y4" 4/9114 24.`OCP CLP MPB AS NOTED ©PRECAST BOX MANUFACTURER SHALL 8'-4/4" , DRAWINGNUMDER REVISION SHEET laws, rules, regulations, ordinances, development agreements, SCALE: MARK FLOW DIRECTION AND LABEL �n INLET OR OUTLET ON SIDE OF BOX. 240-1240100-001 REVDATE 1 OF 2 VIEW A VIEW B specifications, orders or approvals, all of which the City retains R171127 a 2017 ACHD REVISION SCALE:3/8"=V-0" SCALE:3/8"=V-0" # DATE REVISIONS BY the right to enforce. Inconsistencies not noted by City staff shall JOB NO. 2015 OUTLET not be construed as approved unless specifically addressed IDAOR P STANDARDS STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING in writing by the City. Any proposed revision to these plans must FOR PUBLIC WORKS GROUNDWATER FOR PUBLIC WORKS SAND AND GREASE NO. be submitted for review and compliance with the Meridian City CONSTRUCTION OBSERVATION WELL SD-627 CONSTRUCTION TRAP SD-624 Standards and Specifications before said revision is constructed. (ACHD SUPPLEMENT) 2 OF 2 p 1,000 GALLON SAND & GREASE TRAP (OLDCASTLE ITEM #1240100) C303 Name Date NO SUBSTITUTIONS WITHOUT DESIGN ENGINEER APPROVAL RENNISON ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 IDIAN* APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor ARCH I T E C T U RE of the responsibility to design and/or construct those facilities in .compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, NEW FIRE HYDRANT LOCATED LESS THAN 100 FEET FROM specifications, orders or approvals, all of which the City retains • BUILDING "B" FIRE DEPARTMENT CONNECTION (FDC) & the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed MORE THAN 40 FEET FROM BUILDING AS REQUIRED BY CITY in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. �ONAL O_ SEWER SERVICE TO SERVE GROUND FLOOR COMMERCIAL Name Date o� oIsTF9 G�y� N SPACE (WITH GREASE INTERCEPTOR) & PORTION OF N UPSTAIRS APARTMENTS, TYP OF 2 THIS BUILDING 264 SEE SHEET C4.1 PUBLIC SEWER MAIN EXTENSION & SERVICES SEWER SERVICE STUBS FOR FUTURE CONNECTION 0 8"GI � $.. I rF of �oP � N SEE PLAN & PROFILE ON SHEET C4.1 O SEE SHEET C4.1 � �, y'4NAPp�-�� 6/14/19 0 � ® O ® T E E KE 0 O ° E O ® BIKE ® O ❑E O❑ SD - O N IL \ I . V SDSD , SD ;;cli ----------------------------------- ------------------------------------------------------- ---- L---------------- ----------------------- - ---------------------- O 8'$ / 1 I I I Z- ------ ----------- I 00 I 8"S - - 8"S 8"S 8"S - - 8"S MW -------- -------------------� 0 C9 I ---- ----------------------- I FIRE LINE & DUEL METERED T r I I o E . IDAHO AVENUE I y NaCU _ __________L_________�_ _1 SERVICE TO RISER ROOM I I � , I I 2';SID ; SEE SHEET C4.2 ; `° ; I CU B..W ..W i I I I ' I I I I I ICU i I I I I •— LL N I I---- ----- ------ $ I W $ 11W 8"W 8"W I N N O BUILDING FOUNDATION PER W wO O ' STRUCTURAL DRAWINGS TYP I 06 a� Ir- -- r----'--_ ---- _ - --'-------• ----'• - - - - - 0-- - - 1 Lii _ R/Y1i, -__ , _ R _ _ --- �� — — — r- — • I N E I - - - - \ :,.... I I I ' W O o RISER ROOMCU CITY STANDARD STREET LIGHT, TYP " - � ; �� 1i � ELECTRICAL ROOM �° °° � a o Q CN W NEW MIXED USE BUILDING B boo b° o�o��g� T SEE SHEET C4.5 & SITE ELECTRICAL PLAN (SHEET E1 .0 -- -- - - 1°° ° ; ° �7 �� '� LLl 10 00 0 o I S O po po od CM I - I000 of - - PO 9 L ■ - -- -- -- -- ' o b o PIUJ 000 00 G G -- - o 0 o Q 00� w --+ )EGATE ❑■ h �/ LLI -- - TUCK-UNDER PARKING AT GROUND LEVEL TUCK-UNDER PARKING AT GROUND LEVEL j a r p o °� a /< ) W GI y p -- - - -- U b m °-- - ^ C I W 001 ° °°d BUILDING TO REMAIN E CU o 01 a C . G Lu H F- Li - _ N O O O I Z 41 Uu M E o 0 0 0 0 o STORM DRAINAGE Q o o -- - TUCK-UNDER PARKING AT GROUND LEVEL �o 0 0 O O 0 O ti Q -- ---, r--- -- _,- 0 0 0° O o O , SEEPAGE BED, TYP OF 2 3 boon o 0d G 0 I Z 10000° 0° °I SEE SHEET C3.0 000 0001 -- -- O " W i - - - ------ lii H H �% N TUCK UNDER PARKING z o CARPORT L.L � AT GROUND LEVEL ❑ _ <R/W M 000 R/W R/W' GI ---- — RIW R/W I W TV T L___ ,r __J TV TV TV ------- TV O Q I i G T T T .. T 8.S T ST 8T 8"S - 8"S 8"S 8"S O - 8"S cliO 8"S FI< .. G G G G 8"S Z A C H D ALLEY F/O /o o --------- -- ------------------------- �G .............; ........................................................................ ------------------------------------ -_.......... G Q // T Rill� T L.I. li 8"GI UGP I ---- I --- --- - -R/W — — — OHP ^^ ______ GI UGP 1.. W -------rtt7ytt------—--------RW------ -- ---- KIW-----T T_----- --T--__ — — I#/W — GIB R/W — T T-- C�inl - i W --- 8.. I o0 TR \%7 I MON SIGN Od O o o i CARPORT / TUCK-UNDER PARKING Al GROUND LEVEL z 3 REALIGNMENT OF EX GRAVITY IRRIGATION LATERAL - 0 PUBLIC UTILITIES" MODIFICATIONS T S N SEE SHEET C4.4 „ „ 1 SEEPAGE BED A SEE SHEET C4.5 F-F- P----------------- I — G ° REALIGNMENT OF EX WATER SERVICE I r----- r--- L LL I I ___ I' SEE SHEET C4.2 ----- EX CENTURYLINK UNDERGROUND LINE TO BE RELOCATED UNDER SIDEWALK TUCK-UNDER PARKING AT GROUND LEVEL ~ SEE SHEET C4.5 COPYRIGHT ©2019 Lindgren:Labrie o Architecture, PLLC Any use, reproduction ��Q or modification of the documents or the ELECTRICAL ROOM y O � -_ _ ;-.. information contained herein without the Q I Z ; ; -!; prior written permission of Y -- --- BUILDING FOUNDATION PER Lindgren:LabrieArchitecture, PLLC N ~� j i Q r -- -- _ __ -_ -_ violates the Copyright laws of the United STRUCTURAL DRAWINGS, TYP I I - States and will subject the violator to I r ° I BUILDING TO REMAIN ' - g legal prosecution. FIRE LINE & DUEL METERED I o -- - -- w I ; DRAWING SET ISSUED FOR SERVICE TO RISER ROOM ; Z ' EX SUBSURFACE STORMWATER SEE SHEET C4.2 �..F L NEW MIXED USE BUILDING "A" _. CITY PERMIT SET DISPOSAL SYSTEM TO REMAIN I ' I i t ' 0 ° ; - RISER ROOM N —r ° - - __ - PIV -00 _ OVERALL N TM FDC0 F I -- - N 1 I _ W GI Z - O W O ---- --- _. 1.. ............ - o z LL o - - R R/W o ® o /W R E UTILITY PLAN a TE - - - m — ., G •, ❑ LL "GI s, DRAWING SHEET REVISIONS 8"GI 8" I 8 GI 8"GI 8"GI 8"GI 8"GI 8"GI 8'GI 8"GI $ -- - ----- --- - --- --- ------AB�ANDOIdEDj6"iAFA�ER Nic=- N-N --- ♦`♦--- - - ----- DATE REMARKS :-- --�--- ----AB TfR�iIVF--------------- ---------- ---- ---------- ---------- --- I - T ♦♦ — T --ABANDONED-W'WATER LINE----- - L� F- 3 j I o00 O.,W o 10"W 10"W 10"W 10"W I II 10 W I I 10"W <n 8,10"W 10"W 10"W 10"W - cli AQUASHIELD O L________J Ri p I 10, OLL O 10"W 18"S 18"S 18"S - 18"S -------------------- 1$.. 18"S 18"S O � I ~ 18"S 18"S _J 18"S 18"S 0 18"S --- 0 1$"S E . B R 0 A D W A Y AVENUE I I I i I 8•. WO O❑ O S. - O❑ 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O' O❑ 15"SD 15"SD I I I i I BEA I I I I DRAWN BY: yV Q JER9 r ` GI CHECKED BY: F° 14 JUNE 2019 z W I 0 15"GI N SCALE: AS NOTED o OVERALL UTILITY PLAN i SEWER SERVICE TO SERVE GROUND FLOOR JOB NO. 20 0 20 40 COMMERCIAL SPACES (WITH 2 GREASE Li INTERCEPTORS) & UPSTAIRS APARTMENTS SEE SHEET C4.1 C400 0 a 2612 2612 HORIZONTAL & VERTICAL ALIGNMENTS STATIONING SEWER STATIONING BASED ON PIPE CENTERLINE. EX SSMH N12-585 1 LABELED PIPE LENGTHS ARE CENTER OF 0 4 8 0 20 40 RIM = 2605.99 STRUCTURE TO CENTER OF STRUCTURE, PIPE SLOPES ARE BASED ON LABELED PIPE LENGTHS EXISTING GROUND SURFACE PROFILE AT PIPE INV IN (E) _ ±2589.18 (8") VERTICAL SCALE HORIZONTAL SCALE 2608 CHANNEL FL = 2588.14 (21" SS MAIN FLOWING 2608 SOUTH TO NORTH) ____ --------- ------- ------- 0 SEWER KEYNOTES SEWER NOTES - - - - - - - - - - - - - - - - --- 2604 I 1 1. CONFIRM INVERT OF EXISTING SEWER MAIN STUB,ADJUST NEW INVERT INTO SSMH 9. UTILITY TRENCH REPAIR PER ISPWC SD-301 &SD-303(ACHD SUPPLEMENTAL). SEE 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE 2604 #1 AS NECESSARY,ADJUST NEW UPSTREAM PIPE INVERTS ACCORDINGLY IN ACHD NOTES 3&4 ON SHEET C0.1. SEE GENERAL NOTE 3 THIS SHEET. SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR I I 0 NEW SSMH #1 ORDER TO MAINTAIN DESIGN PIPE SLOPES, PROVIDE DETAILED AS-BUILT SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING Q NEW SSMH #2 10. SEE CITY OF MERIDIAN WATER NOTE#3 ON SHEET C0.1 FOR POTABLE/ I I STA: 0+00.00 INFORMATION TO PROJECT ENGINEER. NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE INTERFERENCES. UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR STA: 4+00.00 ■ I I RIM = 2605.76 2. REMOVE EXISTING SSCO N14 469 AND EXTEND MAIN PER ISPWC AND CITY OF ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES RIM = 2608.04 I I 11. SEE CITY OF MERIDIAN WATER NOTE#2 ON SHEET C0.1 FOR POTABLE/ CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 2600 I I NEW INV IN (E) _ ±2589.55 (8") MERIDIAN STANDARDS. NON-POTABLE MAIN INTERFERENCES. INV IN (E) = 2591.25 (8") ANY AND ALL UNDERGROUND UTILITIES. 2600 L I N D G R E N : L A B R I E I I EX INV OUT (W) _ ±2589.45 (8") 3. INSTALL STANDARD 48 INCH I.D. SEWER MANHOLE TYPE A PER ISPWC SD 501. 12. EXISTING 8"WATER MAIN,TOP PIPE=±2601.7, BOTTOM PIPE=±2600.9 BASED ON 2. SEE CITY OF MERIDIAN STANDARD SEWER NOTES ON SHEET C0.1. INV OUT (W) = 2591.15 (8") 4. INSTALL'T'-TYPE CLEAN-OUT PER CITY OF MERIDIAN STANDARD DRAWING No. S1. ASSUMED 48"COVER(TO BE CONFIRMED BY CONTRACTOR) 0 NEW SSCO#1 ARCH ITECTU RE I I 2 EX SSCO N14-469 3. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS I I 5. INSTALL 8-INCH SEWER MAIN PER ISPWC STANDARDS, SEE SHEET 0.2 FOR DETAILS. FIELD FIT 4"AND 6"SEWER SERVICES AND GREASE INTERCEPTOR, PLACE SEWER STA: 5+27.28 I I CONCEPTUAL ONLY. CONTRACTOR SHALL ADJUST WIDTH AS I I COVER = 2605.76 6. INSTALL SEWER SERVICE TYPE"B"PER ISPWC SD-601 (ACHD SUPPLEMENTAL), PIPE SERVICES 18"BELOW WATER MAIN OR USE WATER CLASS PIPE(PVC AWWA C900 NECESSARY TO INSTALL SEWER MAINS, MANHOLES,AND COVER = ±2607.93 2596 I j 8 INV OUT (W) _ ±2589.45 SIZE PER PLAN. OR ASTM D2241 PVC PRESSURE PIPE). SERVICES. 8 INV OUT (W) = 2591.76 2596 7. INSTALL 4"x 6"WYE. 13. EXISTING SEWER SERVICE, SEE DEMOLITION PLANS FOR INSTRUCTIONS& 4. NEW SEWER MANHOLES&CLEAN OUTS WILL BE ASSIGNED AN I I COORDINATE WITH CITY OF MERIDIAN SEWER DEPARTMENT. I.D.#BY ASSET MANAGEMENT AT TIME OF RECORD DRAWINGS. I I 8. INSTALL 1,500 GALLON GREASE INTERCEPTOR(PRODUCT SUBMITTAL REQUIRED) I I W/TWO(2)STANDARD MANHOLE COVERS&FRAMES PER ISPWC SD-507, RIM ELEVATIONS PER GRADING PLANS, COORDINATE VENT PIPING, CLEANOUTS, & 2592 POINT OF CONNECTION (POC)WITH PLUMBING PLANS. NEW 127.3 LF 8" SS @ 0.40% ° 5 NEW 400.0 LF 8" SS @ 0.40 6 2592 510NAC 11 0 EX 40 LF 8 @ 0.67/° �p�C��1S TF9�Ciy� (RECORD DRAWING INFO) L_ -------- -------- SEWER PROFILE `'�' rF OF 10P , -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 j'qN AP- 2/18/20 i i o T � E o ® O � i E @ E KE �W QN E @ ® B� ® W T ❑E O❑ SD U. ° 1 ±178°- 2 -EX SSCO N 14-469 --- 6-8"SS INV=±2589.70----- 10 - ------------------------------ ----------- 8 - INV=±2590_37-6q--)L L -------------------------------- 8"SS INV=_2590.92 6 ---6-8"SS INV=±2590.94 .. SD SD � O SD O 0+ 0 1+00 11 10 - ---------------------- ------------------------------+----- �� CO N r- 180° --- -� M 2+00 0 ° 10 4+0 1 �- ------ ----5+00---, _ 00 as ® ss sS aS a 90 90 s"s - r a's _-� O EX 40 LF 8" 0.67% i U 90° 90° + r -------- ---------------- EX SSMH N12-585 @ -------------------T------------------ - - ----------------------T r ---------------------� r----------- --------------------------- (RECORD DRAWING INFO) i ' ---------------------- - ------ --------- I I I NEW SSCO#1 4 o_�_ �, 11.0' I t 10 9 IrJ) I a N (a 3 NEW SSMH #1 co - o I 1 E . I D A H O AVENUE . 19 NEW SSMH #2 3 9 0 ----i---------CO--- GO SOUTHERN LIMITS OF NEW PAVEMENT TO COINCIDE WITH 9 I � z 12-ISD i STRIPED CENTERLINE, NORTHERN LIMITS TO COINCIDE g i ' I - 7 5.0'MIN SEPARATION I I W s"W �VV I I I 4"SS INV=±2602.82 1 I CU WITH STRIPED PARKING LANE(SEE SHEET C5.0) � I I i O 10 12 � 4"SS INV IN=+2603.26, 8 10 '�J � 7 6"SS INV=±2602.74 i i i 1� i ■ - LL I 4"SS INV OUT _2603.09 I 10 I 10 - ----- o N ----- " ------- 8 - : 'W 8' - -8-W a"W 8"W I � N-N --- I O 8 I ' WW OT ■ � id HH it r-.-.-- - --------- ----- - it - ---------- -- ------ - - V V ❑E I, . r 1A1 - I RI R - - - R R/W .. IVV .. - > > 6 SS WASTE LINE INV POC=2601.82 4 SS GREASE LINE INV POC-2602.82 4 SS GREASE LINE INV POC-2603.32 6 SS WASTE LINE INV POC-2 BUILDING FOUNDATION PER o.. °� " �° - @ @ 603.32, I STAMP"S"IN SIDEWALK AT PIPE CENTERLINE w Q COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS I O STRUCTURAL DRAWINGS, TYP 6-INCH FLOOR STEP �, I -E ° � N E W MIXED USE BUILDING 111311 l p II ; SEE STRUCTURAL DRAWINGS ' , i ; � � 4"SS SERVICE STUBS � c? N LL I b o o° b o o° 4"NVUT 603.00 � l000 oo� I S O I - 000 00 FFE 2606.82 FFE 2607.32 - a o o Q o o d M P00 ? ooI I I Mco _ 00 oa L.LJ ° b 000 i O ■ - -- 06 UJ G 6-INCH FLOOR STEP - - ;__ ° GO 4 0 0 �Q� LL.I )ELATE �■ SEE STRUCTURAL DRAWINGS o Ih° 0 0 0 o � o LL +r N j FFE 2606.32 TUCK-UNDER PARKING AT GROUND LEVEL TUCK-UNDER PARKING AT GROUND LEVEL I o W o o 7 GI � l0 Q 4 00 (n a BUILDING TO REMAIN E 0 EX SEWER SERVICE TO REMAIN LU z J G G a `---- - - - �0000 0 ) O q I ° z -- - -- -- 8 0 �0000 000 �@�� z "Sk3 6'sS OOOO °O �M@ (� 0M O E ' , _ -- --- 0000 000 �lU C E ': ; � __ _______________ % TUCK-UNDER PARKING AT GROUND LEVEL �o O o O o 0 o I G ti - FFE -3 Q - ---, 3 r--- -- 0 o I 04 z oo° to 0 0 0 0 lo00000001 000 �o to 000V ° z 0 0000 G i e sy, G O L d J _J `_-- to TUCK-UNDER PARKING CARPORT EX SEWER SERVICE TO REMAIN - AT GROUND LEVEL EX SSMH N14-28 w O -I-; 13 I @ @C�� RIM = 2608.76 _ oo�oo° „ - w I _ + - - - INV OUT W _2599.7 R/W R/W< 8 8 R/W R/W R/W EX SSMH N 12-584 i Tv L--- .r -J TV ` TV TV --- TV I ------------------- --------t ------------ ( ) RIM = 2605.64 I T G r - T T T 8T 8"S s"s 8"s O a"s 8" INV IN (E) _ ±2596.74 O F/o /o T ------- c -- ---------T----------------� G �G G --- . . • • •• •• . 1...�...........:'G I G Q ACHD ALLEY -- - --- al CHANNELFL = 2588.47 w r- ---�T---------------- �T l = aih 8"GI 8"GI 8"Z� 8"GI GI UGP UGP - - --�Q�.iF ------- - - U1--------- - ---------- B..GI 8•'GI of RIW ------- E HP OHP ------- ------__------�21Vir------ -- ----7t/VV ------�� - KIVlr--T- - - - I�IVU - - �� RIW __ - .__. 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STRUCTURAL DRAWINGS, TYP violates the Copyright laws of the United �f I nn i UJ z i r = _ __ States and will subject the violator to Z p I I > Y I FFE 2609.44 legal prosecution. 1 BUILDING TO REMAIN I 0 � f , I U Q I , T DRAWING SET ISSUED FOR NEW MIXED USE BUILDING "A" I CONSTRUCTION j M 4"SS GREASE LINE INV @ POC=2604.77, t FQ o c� COORDINATE WITH PLUMBING PLANS 0 4"SS GREASE LINE INV @ POC=2606.11, - -- 6"SS WASTE LINE INV @ POC=2604.52, _ ---- SEWER PLAN j HH p zr------- 0 N 7 N FDCo PFV i W"'W COORDINATE WITH PLUMBING PLANS COORDINATE WITH PLUMBING PLANS TM I --- OO o o I _ --- --- {L I; .. - - - - --- - - - - - R R/W & PROFILE L14 TE ® o --------- y.; ---- -- --S -- -------'- ----- . . . . --... 8"GI 8" I 8 GI &"GI 8"GI 8"GI 8"GI 8"GI 8"GI 8"GI 3 LL 4 SS INV -+2605.94, 4 SS INV=±2604.22 MAX DRAWING SHEET REVISIONS ---- - 4 SS INV OUT=±2605.77 - 4.04 - ,...... ° A� TER{+N�------------ ' ---------- ,-- RECORD DRAWING INFO AeAwDc3►vEDIs"�nIA�ER-L-I�Ie- N-N-�- - - �- - .. 8 -- -- 3 - SS - � Q DATE REMARKS �- --- -- --- a` 6'S �BAND(;NEF�6"i11FATER LFNE----- x EX SSMH N14-14 �- -------------- - - --------------------------------------------------------------------------------------------------- r------ ------------------------------------------------------------------------------------------------- SS 0 --------- ----------------------- -- --- --------- ------------------ ......................... 1 2/18/20 SEWER ALIGN. cliRIM = ±2606.17 °°° -�o..W N _2593.19 1 o"w i i 1 o"w AQUASHIELD O 1a'w 1o"w 18 INV IN E _ + 1o"w 1o"w 1a'w 1o"w 1o"w W � 18" INV OUT (W) = ±2593.09 -----J 4"SS INV IN=±2604.70, 8 10 I � i 8 ci o 10" 1 o"W 4"SS INV OUT=±2604.53 Ali EX 251 LF 18 PVC - 18'S -- - - - - 18' 1 18" �� 18"S ° EX SSMH N14-462 i 1 s"s -------------- -- � �/ I 6 8"SS INV=±2593.24 o RECORD DRAWING INFO 9 RECORD DRAWING INFO I O EX SSMH N14-141 E B R 0 A D W A Y AVENUE ( ) �e•. EX SSMH N14-306 W O O❑ O aS..56 O 15"SD 15"SD 15"SD 15"Sp 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O❑ 15"SO RIM = ±2609.45 18" INV IN (E) = ±2593.37 18" INV IN (S) = ±2594.13 DRAWN BY: BEA w N 18" INV OUT (W) _ ±2593.27 Z M G► CHECKED BY: JER O w DATE: 18 FEB 2020 Q W "GI -- N SCALE. AS NOTED SEWER PLANF Ss�O JOB No. R171127 0 0 20 0 20 40 w W RENNISON ENGINEERINGC401 PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 a Q WATER KEYNOTES WATER NOTES 1. EXISTING WATER SERVICE AND METER, SEE DEMOLITION PLANS FOR INSTRUCTIONS& WATER SERVICE CONNECTIONS WITH 2-INCH SETTERS&METERS PER CITY OF 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN COORDINATE WITH CITY OF MERIDIAN WATER DEPARTMENT. SEE WATER NOTE 6 THIS MERIDIAN STD DWG No.W4(SEE SHEET C4.3), COMBINE 2"SERVICE LINES INTO ONE(1) APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION SHEET. 3"SERVICE LINE BEYOND METERS(LENGTH OF 2"SERVICE LINES FROM METER TO 3" OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES 2. EXISTING BUILDING FDC&WATER SERVICE, SEE DEMOLITION PLANS FOR LINE TO BE EQUAL PER CITY REQUIREMENT), COORDINATE BUILDING POINT OF ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY INSTRUCTIONS&COORDINATE WITH CITY OF MERIDIAN WATER DEPARTMENT. SEE CONNECTION(POC)WITH PLUMBING DRAWINGS(SHEET P2.5A). LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. WATER NOTE 6 THIS SHEET. 9. BUILDING"B"'DOMESTIC WATER SERVICE(FOR GROUND FLOOR COMMERCIAL/RETAIL 2. SEE CITY OF MERIDIAN STANDARD WATER NOTES ON SHEET C0.1. 3. UTILIZE EXISTING 3/4"WATER METER FOR ON-SITE PLANTER BED IRRIGATION SOURCE &ALL APARTMENTS ABOVE):TOTAL DOMESTIC DESIGN DEMAND=212 GPM (CONFIRM 3. SEE CITY OF MERIDIAN STANDARD DRAWINGS&APPROVED PARTS LIST ON SHEET C4.2. R E N N I S O N ENGINEERING (DRIP IRRIGATION- 1,847 SF PLANTER BEDS), INSTALL A REDUCED PRESSURE WITH PLUMBING CALCULATIONS ON SHEET P0.1A, NOTIFY ENGINEER OF ANY 4. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 BACK-FLOW ASSEMBLY(RPBA)(SEE WATER NOTE 5 THIS SHEET), COORDINATE POINT DISCREPANCY), LOCATE EXISTING 8"WATER MAIN AND INSTALL TWO(2)2-INCH CONTRACTOR SHALL ADJUST WIDTH AS NECESSARY TO INSTALL WATER MAINS AND g OF CONNECTION TO IRRIGATION SYSTEM WITH LANDSCAPE DRAWINGS. WATER SERVICE CONNECTIONS WITH 2-INCH SETTERS&METERS PER CITY OF SERVICES. MERIDIAN STD DWG No.W4(SEE SHEET C4.3), COMBINE 2"SERVICE LINES INTO ONE(1) 4. GENERAL LOCATION OF IRRIGATION SLEEVING, SEE LANDSCAPE DRAWINGS FOR 4"SERVICE LINE BEYOND METERS(LENGTH 2"SERVICE LINES FROM METER N 5. PER CITY OF MERIDIAN STANDARDS, REDUCED PRESSURE BACK-FLOW ASSEMBLIES SIZING, MATERIAL, ETC. LINE TO BE EQUAL PER CITY REQUIREMENT), COORDINATE BUILDING POINT OF (RPBA)SHALL BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY 5. REALIGN PORTION OF EXISTING DOMESTIC WATER SERVICE LINE TO EXISTING TWO(2) CONNECTION (POC)WITH PLUMBING DRAWINGS(SHEET P2.5A). (DEQ),THE CITY OF MERIDIAN WATER DEPARTMENT,AND LISTED IN THE MOST ■ METERS SERVING SOUTH END OF BUILDING TO REMAIN, INSTALL NEW WATER MAIN 10. SEE CITY OF MERIDIAN STANDARD WATER NOTES No.2 AND No.3(SHEET C0.01) FOR CURRENT VERSION OF THE LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES TAP PER CITY OF MERIDIAN STD DWG No.W1 (SEE SHEET C4.3), MATCH EXISTING PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC SERVICE LINE SIZE&MATERIAL. NEW WATER EASEMENT TO BE PROVIDED ACROSS HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS BETWEEN POTABLE AND RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA(USC). L I N D G R E N : L A B R I E LOTS 1 &2 AS SHOWN. NON-POTABLE MAINS AND SERVICES. A R C H I T E C T U R E 11. REPAIR ASPHALT CONCRETE PAVEMENT AND CONCRETE VALLEY GUTTER AND CURB 6. PER CITY OF MERIDIAN STANDARDS, UNUSED SERVICE LINES SHALL BE ABANDONED AT 6. 6-INCH HOT TAP ON EXISTING 10"WATER MAIN, INSTALL THRUST BLOCK PER CITY& &GUTTER PER ACHD STANDARDS, SEE WATER NOTE No.4 THIS SHEET. THE MAIN BY CLOSING THE CORPORATION STOP, REMOVING THE SERVICE LINE,AND ISPWC STANDARDS, INSTALL 6"GATE VALVE AT MAIN, INSTALL±80 LF 6"PVC C900 FIRE INSTALLING A CAP OR COPPER DISK AT THE BACK OF THE FITTING. UNUSED EXISTING SERVICE LINE TO BUILDING"A"FIRE RISER ROOM POINT OF CONNECTION, INSTALL 6, 12. ADJUST EXISTING WATER VALVE BOX LID TO GRADE, INSTALL CONCRETE COLLARS. VALVES AND BLOW-OFFS SHALL BE REMOVED AND INSTALL BLIND FLANGES WHERE • 90' FITTING&THRUST BLOCK AT ANGLE POINT SHOWN (NOTE: COORDINATE WITH 13. SEE STORM DRAINAGE PLAN (SHEET C3.0) FOR PIPE MATERIAL. APPROPRIATE. DESIGN-BUILD FIRE CONTRACTOR&ADJUST FIRE SERVICE LINE SIZE,AS NECESSARY). 14. 6-INCH HOT TAP ON EXISTING 8"WATER MAIN, INSTALL THRUST BLOCKS PER CITY& 7. 6-INCH HOT TAP ON EXISTING 8"WATER MAIN, INSTALL THRUST BLOCK PER CITY& ISPWC STANDARDS, INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN ISPWC STANDARDS, INSTALL 6"GATE VALVE AT MAIN OR WITHIN SIDEWALK IF WITHIN STANDARD DRAWING No.W8. CURB&GUTTER, INSTALL±20 LF 6"PVC C900 FIRE SERVICE LINE TO BUILDING"B" FIRE 15. INSTALL SINGLE WATER SERVICE CONNECTION PER CITY OF MERIDIAN STD DWGs No. RISER ROOM POINT OF CONNECTION (NOTE: COORDINATE WITH DESIGN-BUILD FIRE W1 &W2(SEE SHEET C4.3), UTILIZE EXISTING SERVICE TAP IF POSSIBLE. SEE NAC O CONTRACTOR&ADJUST FIRE SERVICE LINE SIZE,AS NECESSARY). LANDSCAPE DRAWINGS FOR NEW 1-1/2"CHECK VALVE&REMOTE CONTROL VALVE ISTF9�G'/,1,� " 8. BUILDING"A"'DOMESTIC WATER SERVICE(FOR GROUND FLOOR COMMERCIAL/RETAIL AND FOR CONNECTION TO EXISTING CITY STREET TREE IRRIGATION SYSTEM. 4 cli &ALL APARTMENTS ABOVE):TOTAL DOMESTIC DESIGN DEMAND= 134 GPM (CONFIRM 16. SEE LANDSCAPE DRAWINGS FOR MODIFICATIONS&EXTENSION OF EXISTING STREET rn 2 64 WITH PLUMBING CALCULATIONS ON SHEET P0.1A, NOTIFY ENGINEER OF ANY TREE TREE IRRIGATION SYSTEM (2" PVC LATERAL&2"CONDUIT FOR IRRIGATION `'�' DISCREPANCY), LOCATE EXISTING 10"WATER MAIN AND INSTALL TWO(2)2-INCH WIRE). ❑■ 8"GI 8" 1 lF OF 10P N I�' I�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ssco vv SOT �' ygNAPP�-�� s/2o I 0 � 14 I 10 0 0 ® I E E KE E�nwlg� O� Q 11 E W ® BIKE ® O T O SD O N 22.5 BEND(6-INCH) U. o SD SD - SD O - LF 6"PVC ------------------ O �__ ------ --------- Oco 8'S i O 8"S 8"S 8"S 8"S 8..S "S 8"S 8"s 8"S 8"S O g••S g S �_ g••S 1 00 C9 I Ir------------------- T ----- T--------------------------- -- — —r ---- � � E . 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L G ° REALIGNMENT OF 4 �'�`� 5 1 I s" i �L� r----- -- I r---------i - - EX WATER SERVICE a I COPYRIGHT ©2020 Lindgren:Labrie o �� -- -- - Architecture, PLLC Any use, reproduction TUCK UNDER PARKING AT GROUND LEVEL �Q b - or modification of the documents or the ro information contained herein without the I i Ib Y 1 - --- BUILDING FOUNDATION PER prior written permission of 1 b� Lindgren:Labrie Architecture, PLLC 1 Q _ violates the Copyright laws of the United p �� _ __ STRUCTURAL DRAWINGS, TYP I i �k o States and will subject the violator to LLJ ° BUILDING TO REMAIN i 4 „� - legal prosecution. r 1 --- LL y DRAWING SET ISSUED FOR NEW MIXED USE BUILDING "All - CONSTRUCTION I 1 'F m O 1 Fe o ; �, ; 4 RISER ROOM N I00 I-� p zr p c PIV II w N �TM FDco F - - -- - WATER b - z GI I-....:... _ YY 4— �_ _�_ - �' LL . 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BROADWAY AVENUE 18"S WATER METER LOCATIONS, FIRE LINE ALIGNMENT 18'S 18'S O W O O❑ �❑ assb - O c 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O❑ 15"SD 15"SD w I I I i I I I I i I X BEA DRAWN BY: W Q cli JER M GI CHECKED BY: N O w DATE: 18 FEB 2020 z I I W I O 15"GI N SCALE: AS NOTED 4 y WATER SERVICE PLAN JOB NO. R171127 0 0 20 0 20 40 w W C402 0 a 7/ RENNISON ENGINEERING PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 City of Meridian Approved Parts List (Revised 05/03/18) City of Meridian Approved Parts List (Revised 05/03/18) City of Meridian Approved Parts List (Revised 05/03/18) City of Meridian Approved Parts List (Revised 05/03/18) L I N D G R E N : L A B R I E To be used with City of Meridian Supplemental Specifications Standard Drawings To be used with City of Meridian Supplemental Specifications Standard Drawings To be used with City of Meridian Supplemental Specifications Standard Drawings To be used with City of Meridian Supplemental Specifications Standard Drawings A R C H I T E C T U R E Note:If there are no approved arts listed for items called out on an Meridian Standard Drawings,then all arts that meet the requirements found in appropriate Note:If there are no approved arts listed for items called out on an Meridian Standard Drawings,then all arts that meet the requirements found in appropriate Note:If there are no approved arts listed for items called out on an Meridian Standard Drawings,then all arts that meet the requirements found in appropriate Note:If there are no approved arts listed for items called out on an Meridian Standard Drawings,then all arts that meet the requirements found in appropriate pp p Y g, p qpp p Y g, p qpp p Y g, p qpp p Y g, p q sections of the ISPWC,Meridian Supplemental Specifications,and AWWA Standards will be accepted. sections of the ISPWC,Meridian Supplemental Specifications,and AWWA Standards will be accepted. sections of the ISPWC,Meridian Supplemental Specifications,and AWWA Standards will be accepted. sections of the ISPWC,Meridian Supplemental Specifications,and AWWA Standards will be accepted. STANDARD DRAWING NO. G5 STANDARD DRAWING NO. W14 � LEGEND STANDARD DRAWING NO. W3 STANDARD DRAWING NO. W8 LEGEND REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT LEGEND NOTES REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT NOTE NO.1 LOCATE STATION 1.RHINO HIDEOUT WIRE STATION WITH LOCATING PLATE REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT ITEM NO.1 BALL CORPORATION STOPS(1") 1.FORD FB-1001-4GNL 2.CP TEST&VALVE PRODUCTS MINI TEST STATION ITEM NO.2 BRANCH FITTING-1"COMP X 3/4"MIP(X2) 1.FORD U68-43 NOTE NO.1 JOINT RESTRAINT 1.EBAA IRON 2000PV MEGA LUG 2.MUELLER B-25009N NOTE NO.2 MARKER POST 1.RHINO 3-RAIL FIBERGLASS POST WITH POLYTECH COATING, 2.MUELLER H-15364N DECAL PROVIDED BY CITY OF MERIDIAN 3.AY 708UBM NOTE NO.3 LOCATE STATION SEE DRAWING GS 3.AY MCDONALD(AY)74701B-3G LOCATING WIRE-OPEN TRENCH 1.COPPERHEAD SUPERFLEX 1230 TRACER WIRE ITEM NO.3 BALL VALVE-3/4"FIPT X FIPT(X2) SEE DRAWING W1 ITEM 7 CONNECTOR SEE DRAWING G5 ITEM NO.3 VAULT RAVEN RMB-FB 20X24X36,RAVEN RMB-R-T 20X24X36 2.PRO-TRACE HF-CCS HIGH FLEX TRACER WIRE LOCATING WIRE SEE DRAWING G5 ITEM NO.4 SERVICE SADDLE 1.AY 4835ACNA{ LOCATING WIRE-DRILLING/BORING 1.COPPERHEAD SOLOSHOT DIRECTIONAL DRILL TRACER WIRE 2.FORD FC 101 GROUNDING ANODE ISEE DRAWING G5 3.ROMAC 101NS N. ZGISTE, STANDARD DRAWING NO. W4 ITEM NO.7 BALL VALVE(1") 1.MUELLER B-20283N lq v LOCATING WIRE-PIPE BURSTING 1.COPPERHEAD SOLOSHOT PIPE BURSTING TRACER WIRE Q LEGEND 2.FORD 611-444NL 1.COPPERHEAD DRYCONN 3-WAY DIRECT BURY LUG REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT 3.AY 76101 2.COPPERHEAD SNAKEBITE LOCKING CONNECTORS ITEM NO.2 SERVICE SADDLE 1.AY 4835A STANDARD DRAWING NO. W11 ITEM NO.10 METER SETTER(3/4") 1.MUELLER MB 24046AF18 264 CONNECTOR 3.PRO-TRACE TW CONNECTOR LEGEND 2.FORD FC 101 2.FORD VBHC93-18W-CNL BOLTED CLAMP OPTION GROUNDING ANODE(INCLUDING 12 GA WIRE) 11.COPPERHEAD MAGNESIUM ANODE ITEM NO.3 BALL CORPORATION STOPS(1.5"or 2") 1.FORD FB1001-6-IDR7-NL (AWWA X POLY)(1.5") REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT 3.AY 720-D318JDMD-33 I' 2.FORD FB1001-7-IDR7-NL(AWWA X POLY)(2") ITEM NO.1 IVALVE BOX LID 1.TYLER NO.6855 ITEM NO.11 COVER(NON-TRAFFIC AREA) For traffic areas see details in W1 1.EAST JORDAN IRONWORKS EJ 8426C(tapered barrel vaults) F OF 3.AY McDONALD 7470113 ITEM NO.2 VALVE BOX RISER TYLER-33 1-1/2 (AWWAXPOLY)(1.5") 2.AY 74M43XRG(tapered barrel vaults) yqN App�,� STANDARD DRAWING NO. RW1 4 AY McDONALD 7470113-33 2(AWWAXPOLY)(2") 3.D&L B5020(full barrel vaults) 5/6/19 LEGEND 5.Mueller E25009-500 (1.5)-(2) STANDARD DRAWING NO. W12 REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT ITEM NO.6 BALL VALVE CURB STOP FIP X MIP 1.FORD B81-666-NL(1.5");B81-777-NL(2") ITEM NO.12 COMPRESSION FITTING(3/4"MIP x 1"GRIPTIGHT) 1.FORD C86-34-G-NL NOTE NO.5 VALVE BOX COVER 1. EAST JORDAN IRON WORKS PRODUCT NUMBER 33170901 3.AY McDONALD 76107 1 1/2 LEGEND 2.AY 74753-3G 4.AY McDONALD 76107 2 REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT LOCATING WIRE ISEE DRAWING G5 NOTE NO.3 VALVE BOX FRAME 1. EAST JORDAN IRONWORKS PRODUCT NUMBER 33470900 5.Mueller B20285-500 Curb Valve with no lock and 1/4 turn ITEM NO.8 JOINT RESTRAINT 1.EBAA IRON 1900 SPLIT SERRATED RESTRAINT HARNESS N check(1.5)-(2) 2.TYLER UNION SERIES 3000 PP KIT ITEM NO.8 METER SETTER- 1.FORD VBHH 76-21B-11-66-TP6-NL(1.5") 3.ROMAC STYLE 611 INCLUDES: 2.VBHH 77-21B-11-77-TP6-NL(2") 4.FORD 1390 M FLANGEDANGLE BALL VALVE WITH PADLOCK WING 3.AY McDONALD 720B621WFFF 665(1.5") 5.SIGMA PV-LOK SERIES PWP M STANDARD DRAWING NO. W1 BRACE PIPE/EYELETS 4.AY McDONALD 720B721WFFF 775(2") LOCATING WIRE SEE DRAWING G5 KJ NOTES BALL VALVE WITH PADLOCK WING ON BYPASS GROUNDING ANODE SEE DRAWING GS O REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT BYPASS PACK NOTE NO.2 COVER,METER TRANSMITTER-CMP 1.EAST JORDAN IRONWORKS COVER 2405C3; FLANGEDANGLE CHECK VALVE WITH TEST PORT RED BRASS BYPASS C: 2.D&LA-1055-S41 BALL VALVE STANDARD DRAWING NO. W13 NOTE NO.2 COVER,METER TRANSMITTER-HDPE VAULT D&L FOUNDRY D-6018 LEGEND NOTE N0.2 VAULT RAVEN RMB-FB 20X24X36 ITEM NO.8 METER SETER-NO BYPASS .. NOTE NO.3 LOCATING WIRE SEE DRAWING GS ITEM NO.11 HDPE METER BOX 1.RAVEN RMB-R-24-33-42 REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT I 1 WI LEGEND ITEM NO.13 METER LID AND RING(H-20) 1.EAST JORDAN IRON WORKS 2405C3(LID);2440Z(RING/ ITEM NO.8 JOINT RESTRAINT 1.EBAA IRON 1900 SPLIT SERRATED RESTRAINT HARNESSCO .(_o REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT ITEM NO.18 COMPRESSION FITTING(1.5"MIP.x 1.5"COMP) 1.FORD C86-66-IDR7-NL(1.5") 2.TYLER UNION SERIES 3000 PP KIT C ROMAC STYLE 611 ■ � c ITEM NO.1 BALL CORPORATION STOPS(1",CC x COMP) 1.FORD FB-1001-4GNL ITEMS 17&18 POLY PIPE with factory swedgelocked SST NPT ends such as Poly-Cam P/N 720-020OS6SIDR712 and P/N720-0150S6SIDR712 may be used 3. .L 2.MUELLER B-25009N instead of ITEMS 17 and 18. 4.FORD 1390 5.SIGMA PV-LOK SERIES PWP C 3.AY MCDONALD(AY)74701B-3G LOCATING WIRE SEE DRAWING G5 C ITEM NO.2 LOCATING WIRE SEE DRAWING GS CONNECTOR SEE DRAWING GS GROUNDING ANODE ISEE DRAWING G5 ■ O 1 ITEM NO.3 VAULT RAVEN RMB-FB 20X24X36,RAVEN RMB-R-T 20X24X36 LOCATING WIRE ISEE DRAWING G5 ITEM NO.4 SERVICE SADDLE* 1.AY 4835A *(NOTE FOR SUPPLIER-MUST MEET AWWA C-213) 2.FORD FC 101 3.ROMAC 101NS STANDARD DRAWING NO. W5 UJ ITEM NO.7 BALL VALVE(3/4",FIPT x FIPT)(to connect to 1"x 3/4"branch fitting per W3 1.MUELLER B-20283IN LEGEND � > � ITEM NO.7 BALL VALVE(1",COMP x FIPT) 1.MUELLER B-20283N REFERENCE EQUIPMENT APPROVED MANUFACTURER/PRODUCT V J ITEM NO.10 METER SETTER(3/4") 1.MUELLER MB 24046AF18 ITEM NO.3 GATE VALVE-4"(FLG X MJ) 1.WATEROUS; W v 2.FORD VBHC93-18W-CNL BOLTED CLAMP OPTION; ITEM NO.15 ACCESS HACTH-H2O RATED W/GRATING AND SAFETY NET 1.BABCOCK-DAVIS; O 3.AY 720-D318JDMD-33 2.XYLEM SAFE HATCH; C ITEM NO.10 METER SETTER(1") 1.MUELLER MB 24046AF18 CONNECTOR SEE DRAWING GS co 2.FORD VBHC94-18W-8144-CNL 3.AY 720-D418DMD-33 W v LOCATING WIRE SEE DRAWING GS � .- ITEM NO.11 COVER(NON-TRAFFIC AREA) 1.EAST JORDAN IRONWORKS EJ 8426C(tapered barrel vaults) � ) w 2.AY 74M43XRG(tapered barrel vaults) 3.D&L B5020(full barrel vaults) (� ITEM NO.12 COMPRESSION FITTING-3/4"SERVICE(3/4"MIP.X 1"GRIPTIGHT) 1.FORD C86-34-G-NL(3/4"X1");C86-44-G-NL(1"Xl") ■ pM� COMPRESSION FITTING-1"SERVICE(1"MIP.X 1"GRIPTIGHT) 2.AY 74753-3G Q 4--i Meridian Supplemental Specifications Approved Parts List Meridian Supplemental Specifications Approved Parts List Meridian Supplemental Specifications Approved Parts List Meridian Supplemental Specifications Approved Parts List Page 1 of 4 Page 2 of 4 Page 3 of 4 Page 4 of 4 U) 5� NOTES 1. NO SERVICE CONNECTION SHALL BE MADE WITHIN EIGHTEEN (18") INCHES OF THE PIPE ENDS. MULTIPLE CONNECTIONS MADE ON THE SAME JOINT OF PIPE Z SHALL BE STAGGERED ON THE CIRCUMFERENCE AND SEPARATED BY A MINIMUM JURISDICTION OF EIGHTEEN (18") INCHES. LINE M 2. METER VAULTS LOCATED IN TRAFFIC AREAS SHALL USE TRAFFIC RATED HDPE CITY CUSTOMER/PRIVATE Q VAULT AND COVER, OR 30"0 CMP WITH GRADE RINGS AND MANHOLE RING AND COVER PER ISPWC SD402. THE COVER SHALL HAVE A 2" HOLE WITH RECESSED FINISH GRADE SLOPE AREA FOR METER TRANSMITTER. TO BACK OF SIDEWALK 11 SEE STANDARD DRAWING W6 FOR 3. LOCATING WIRE SHALL BE TAPED TO SERVICE LINES AT 5' MAX. TAPE TO ELEVATION REQUIREMENTS SERVICE NOT MORE THAN 6" FROM ANGLE STOP (WITH 10 MIL WATERPROOF TAPE.) 4. LOCATING WIRE TO EXTEND TO FACILITY ON "CITY OWNED PROJECTS" FROM X METER. < - 5. FITTINGS TO INCLUDE STAINLESS STEEL INSERTS N 6. PROVIDE LENGTH OF WIRE TO EXTEND 24" ABOVE GRADE WHEN UNCOILED. VA `' 2 0 SERVICE MARKER W 9 STORZ CONNECTION 2 Z FIRE HYDRANT 4 2 1 LOCATE STATION, SEE SEE SEC. 403 SEE DRAWING G5 DRAWING W9 21 1 3 15' SIDEWALK , WJURISDICTIONAL 1 SERVICE 6 �FINI H GRADE LINE LINE TYP. 2 j. I I BURY LINE REFER TO DRAWING W11 5 FINISH GRADE 6" IN.SAND -}.. 12 LEGEND / 0 OVER: 8 1" BALL CORPORATION STOP 11 C ' 15 COVERS SHALL BE CAST IRON, MARKED "WATER" 3"-6" _ LOCATING WIRE WITH BLUE INSULATION COVERS SHALL HAVE A 2" HOLE AT CENTER LOCATING 3/4" TO 1" CLEAN X C COVER SHALL HAVE RECESSED AREA FOR WIRE DRAIN ROCK EXTENDS z Q 3 20" DIA. X 36" POLYETHYLENE VAULT; NOTCH FOR GROUNDING 1AI HORIZONTALLY LOCATING WIRE � SERVICE LINES. TRANSMITTER N N 14 ® SERVICE SADDLE EPDXY COATED FACING WITH WIRE XFROM EACH SIDE OF d STAINLESS STEEL BAND AND HARDWARE AND TYPE CC COMPRESSION FITTING, 3/4" X 1" 3/4" SERVICE 6" VALVE FILTER CONC. BASE AND 11 THREADS © COMPRESSION FITTING, 1" X 1" (1- SERVICE) ) MJ x FLANGE FABRIC THRUST BLOCK AND MAGNESIUM 50 WATER MAIN GROUNDING 1 VERTICALLY TO 2" © 1" SERVICE LINE, NO SPLICING ALLOWED. "M"x 6" TEE ANODE io ABOVE HYDRANT SERVICE 7Q FULL OPENING BALL VALVE, 1" FOR SINGLE SERVICE (MJ x MJ x FLANGE) DRAIN HOLE WITH THRUST BLOCK AND op° 1 MARKER 6" DIA. AND 3/4" FOR DOUBLE SERVICE so 0 00°0 0 0° <„oo o,o �° o CONNECTOR PIPE o oi�°°fo°°°Oj��°o °o c°o o, '°°° 2 ISOMETRIC VIEW OF 16 ® FIRM UNDISTURBED EARTH COPYRIGHT ©2019 Lindgren:Labrie TAP CONNECTION EXTEND SERVICE LINE 10' FROM METER VAULT (SEE 3 Architecture, PLLC Any use, reproduction -NTS- 8 STD. DWG. W3) AND PROVIDE TEMPORARY PLUG REVISED DEC 2017 LOCATING (THREADED IN HIGH GROUNDWATER AREAS). or modification of the documents Or the DRAIN WIRE 18 17 20 0 3/4" METER SETTER WITH LOCKABLE KEY VALVE CITY OF MERIDIAN �� STANDARD DRAWING NO. information contained herein without the KEEP CLEAR 10 (3/4" SERVICE) 3/4 SINGLE 3/4 DOUBLE prior written permission of 00 0 1" METER SETTER WITH LOCKABLE KEY VALVE SUPPLEMENTAL �� ' p p o°o:o; • (1" SERVICE) SPECIFICATIONS OR 1 SINGLE Lindgren:Labrie Architecture, PLLC ,00,o,o W 1 I I a-E-I I a-E-I I q-E-I I I+H I q-E-I I+H l a , , ��"i'"'•'i+.'. o,o„o 00 „o NO, ° °„ o °° TO THEIDAHOSTANDARDSFOR WATER SERVICE CONNECTION violates the Co yri ht laws of the United •i �• •�'' 19 °,o o„ ° o ° 0 0 ,, o'o°°%ro°°°o „a„. PUBLIC WORKS CONSTRUCTION p g CAST IN PLACE CONC. LEGEND 7 s°° °° 0•0 °° s °°°°•°, ° °°°• °°o°° States and will subject the violator to o° ♦oo a°°• ♦o�° o,°,of�, o ,00 ,° oo,,•, VALVE SUPPORT ALL MJ CONNECTIONS w/ THRUST BLOCK 18 e 7 EXTEND 5 FT PAST VAULT 1. WATER MAIN. 5 legal prosecution. SOLID PRECAST JOINT RESTRAINT FITTINGS (4 CIF OF THRUST 2. EPDXY FACED SADDLE WITH CC THREAD AND STAINLESS STEEL STRAP. 6 4 18 OR PER SITE CONDITIONS CONCRETE BLOCK BLOCK REQUIRED) 3. BALLCORP TYPE INLET, AWWA TAPER JOINT (SEE NOTE NO. 5) 4. 1" DIA. GALVANIZED BRACE PIPE (APPROX. 18" LONG), 2 REQUIRED. 6" MIN. 3/4" WASHED DRAWING SET ISSUED FOR 1' X 1' X 2" THICK SOLID PRECAST CONCRETE BLOCK AGGREGATE 1' x 1' x 2" THICK 5. FEMALE THREADED UNION FITTING TO MALE THREADS ON CURB STOP (1-1/2" OR 2"). SECTION OF METER SETTER&VAULT CITY PERMIT SET 2 - SOLID PRECAST 6. BALL VALVE CURB STOP F.I.P x M.I.P. (1-1/2" OR 2") CONCRETE BLOCKS 7. SERVICE LINE (1-1/2" OR 2"), POLY PIPE -NTS- NOTES 6" x 6" x 24" WIDE 8. METER SETTER 9. NA- REVISED JUNE 2018. GRADE RING REMOVED FOR HDPE VAULT. NOTES: 1. SEE STANDARD DRAWING W6 FOR METER SETTER 10. NOTCH FOR SERVICE LINE (FABRICATED WITH HDPE VAULT) ELEVATION AND DRAWING W1 FOR FITTINGS. NOTES 11. HDPE METER VAULT, OR 30"0 CMP WITH GRADE RINGS AND MANHOLE RING AND COVER 1. NO TAP SHALL BE MADE WITHIN 18 INCHES OF THE PIPE ENDS. p, q OF METER VAULT WATER PER ISPWC SD402. 2. THE DIAMETER ( 1-1/2" OR 2" ) OF EACH APPURTENANCE SHOWN 2. LOCATE VAULT ON NORTH OR EAST SIDE OF PROPERTY 1. JOINT RESTRAINTS TO BE USED AT ALL TEES AND FITTINGS FROM MAIN TO HYDRANT. 12, 4"05" CONCRETE COLLAR FOR TRAFFIC AREAS, HEREON SHALL BE THE SAME AS THE METER SIZE. o 2'-0" LINE (P/L). 3. METER SETTERS FOR LANDSCAPE OR PRESSURIZED IRRIGATION S E RV I C E 13. 24" DIA. H-20 LID AND RING & "WATER" COVER. THE COVER SHALL HAVE A 2" 2. ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHOWN ON THIS DETAIL. SYSTEMS - NO BYPASS SHALL BE ALLOWED. I 1 RECESSED HOLE FOR METER TRANSMITTER. 4. IF TWO OR MORE METER SETTERS ARE USED FOR SAME SERVICE - 14. 1 1/2" METER = 13 1/4" WITH GASKETS, 2" METER = 17 1/4" WITH GASKETS. (CITY TO 3. PLACE LOCATING WIRE TO LOCATOR STATION. TAPE TO TOP OF PIPE EVERY 10' MAX. SPACING. SEE STANDARD DRAWING G-5 NO BYPASS SHALL BE ALLOWED. NOTCH VAULT OVER FOR PLAN VIEW DETAILS. PROVIDE) 5. PROVIDE SST INSERTS FOR ALL FITTINGS. °� SERVICE LINE DETAILS 15. CAST IRON VALVE RISER WITH LID- SEE DWG W-11 6. LOCATE WIRE TO EXTEND 24" OUTSIDE OF METER VAULT WHEN o 4. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. 16. 4' DIA. SDR 35 PVC PIPE, NOTCH FOR SERVICE LINE. UNCOILED. I 17. 1 1/2" OR 2" x 6" MIN STRAIGHT POLY PIPE 7. NO ADDITIONAL FITTINGS ALLOWED BETWEEN CORP STOP AND WATER10'-0" 5. ALL FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' RADIUS FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS, (NOT FROM COIL) SERVICE ASSEMBLY. SEE DRAWING W9. 18. 1 1/2" OR 2" COMPRESSION FITTING M.I.P.xCOMPRESSION 19. SOLID PRECAST CONCRETE BLOCK 1' X 1' X 2" THICK DRAWING SHEET REVISIONS 6. HYDRANTS WILL BE INSTALLED TO GRADE TO MANUFACTURES DESIGNATED BURY LINE ON HYDRANT. 20. PLUG REVISED AUGUST 2018 pp. 21. MIN 12" BETWEEN BACK OF SIDEWALK, BACK OF CURB, c. Q DATE REMARKS 7. HYDRANTS SHALL NOT BE PLACED WITHIN 10 FEET OF DRAINAGE SWALES. OR GUTTER AND EDGE OF VALVE RISER CITY OF MERIDIAN STANDARD DRAWING NO. >� ° SUPPLEMENTAL (1 1/2" - 2") WATER SERVICE O TO RESIDENCE 8. HYDRANTS TO BE INSTALLED LEVEL & PLUMB. o SPECIFICATIONS /� ;. o: �° I 16 9. INSTALL GROUNDING ANODE AT MINIMUM 24 INCH DEPTH. TO THE PUBLIC IDAHO WORK STANDARDS CONNECTION W 4 4 5 S CONSTRUCTION a .Y 4 2 3 N 10. ALL FIRE HYDRANTS SHALL HAVE STORZ CONNECTION; EITHER BUILT IN OR APPROVED ADAPTOR MAY BE USED. °. . a w = G I O 6 Ld 0 M } REVISED JUNE 2018 ° ton ° q 04 Of CITY OF MERIDIAN STANDARD DRAWING NO. o SUPPLEMENTAL o SPECIFICATIONS FIRE HYDRANT DETAILW8 a I Z w TO THE IDAHO STANDARDS FOR o PUBLIC WORKS CONSTRUCTION o a ° w X o, SINGLE WATER METER E IDIAN* APPROVED FOR s �O�SRU� �ON DRAWN BY: BEA PROPERTY PIN -NTS- 1T 1T These plans and/or specifications have been reviewed for CHECKED BY: JER LEGEND compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor DATE: 6 MAY 2019 Z 1D METER VAULT; NOTCH FOR SERVICE LINE(S). of the responsibility to design and/or construct those facilities LL © BALL VALVE in compliance with all current applicable federal, state and local AS NOTED © METER SETTER laws, rules, regulations, ordinances, development agreements, SCALE: ® SERVICE LINE specifications, orders or approvals, all of which the City retains R171127 05 PLUG the right to enforce. Inconsistencies not noted by City staff shall JOB NO. © SERVICE MARKER, 2 X 4 OR 3" DIAMETER CITY OF MERIDIAN STANDARD DRAWING NO. not be construed as approved unless specifically addressed WOODEN POLE PAINTED FLUORESCENT BLUE. SUPPLEMENTAL 3/4" AND 1" SINGLE in writing by the City. Any proposed revision to these plans must SPECIFICATIONS WATER SERVICE CONNECTION be submitted for review and compliance with the Meridian City ui TO THE IDAHO STANDARDS FOR W2 Standards and Specifications before said revision is constructed. PUBLIC WORKS CONSTRUCTION pC403 w H 0 Name Date 2612 2612 EX GIRR BOX-4 TO REMAIN Q EX GIRRMH-3 PRESSURE MANHOLE TO REMAIN 7 NEW GIRR BOX-7 STA: 5+78.88 EX GIRRMH-5 TO REMAIN RIM - 2610.70 STA: 6+92.34 2610 STA: 2+79.50 STA: 3 82 INV IN (SE) = 2604.01 (8") (AS SURVEYED) I (ESTIMATED) RIM = 2608.69 RIM = ±2608.79 RIM = 2610.00 2610 INV IN (E) = 2606.34 (8") (AS SURVEYED) INV IN (S) = 2606.51 (8") INV OUT (W) = 2606.70 (8") (2 PIPES) (AS SURVEYED) I INV OUT (NW) = 2604.58 (8") (ESTIMATED) I I INV OUT (W) = 2605.44 (8") (AS SURVEYED) INV OUT (W) _ ±2606.51 (8") I E . B R O A D W A Y A V E N U E I I EXISTING GROUND SURFACE PROFILE AT PIPE� 9 7 OONEW GIRR BOX-8 I I I --------- --------- --------- --------- .� ______-- �, __ STA: 4+94.55 ---- ------- --------- 2608 O NEW GIRR BOX-6 _ ------ --------- --------- ----- I I - RIM = ±2606.61 ,----_L _-------- I I 2608 STA: 0+97.20 I I INV IN (S) = 2604.03 (8") RIM = ±2605.63 I I _________ _ _ - INV OUT (W) _ ±2604.03 (8") _ II N . M E R I D I A N R O A D 11 ----- _ -- _ ---- --- INV IN (E) _ ±2603.19 (8") I I EXISTING 8" GIRR @ 0.23% (ESTIMATED SLOPE) -'- --__ __i-- I I I ■ INV OUT (N) = ±2601.56 (8") 6 ANTICIPATED DEPTH&LOCATION PUBLIC UTILITIES I I ----- ------ ------------ 4 p°�o I I I ______ 3�F 8 GIRR P 18 MIN COVER p0 @ L I N D G R E N : L A B R I E 2606 I 12 " 3• 2606 I I -- ------ ----- -- -- - `` ------' I I C SDR 35 ASTM FT D3034 8 G\RRP�C G9 I -- I A R C H I T E C T U R E I I EX GIRRMH-1 TO REMAIN p3034 @ 1.25% @'2•00% O8p\,F I _--_____ 4 I __ I EXISTING 113.5 LF 8" GIRR @ ±0.50% _ __ i • I I STA: 0+00.00 I ------ ------------ ----- 2 4 179 LF g" GIRR PVC SDR 35 AS 604 DESCRIBED AS PRESSURE GRAVITY IRRIGATION NOTES ____ u 2604 I I MANHOLE ON RECORD DRAWINGS 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. I I RIM = 2605.85 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE I I INV IN (SE) = 2601.37 (8") (ESTIMATED) 5 COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES I I CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2602 I L----- ------ ----- - 2. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. CONTRACTOR SHALL 2602 �ONAC I I EXISTING 85.2 LF 8" GIRR @ ±0.22% 4 ADJUST WIDTH AS NECESSARY TO INSTALL GRAVITY IRRIGATION MAIN. p� �GISTir G/�, I I ______ ----- - - I I I I 1 0 2 4 0 20 40 1 r----- +30 LF 8" GIRR, MATCH EX SLOPE & EX 8"SS INV AT GIRR CROSSING=+2596.92 GRAVITY IRRIGATION PROFILE 2 g 4 MATERIAL VERTICAL SCALE HORIZONTAL SCALE lF 0 F 10P � 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 j'qN OF %0 I 6/14/19 IP E 1DIAN -- APPROVED FOR ° O E ° O O O ® E O ® M® O T IDAHO CONSTRUCTION E W E KE W Q O BIKE N These plans and/or specifications have. been reviewed for CV SD SD - SD ' O '„ compliance with Meridian City Standards and Specifications. ----�------------------------- --------------------------------------------------------- -------------------------------------- ----------------------------------------------------------- This review does not relieve the owner, engineer, or contractor � O I I I I I I �'J s'S I 8"s of the responsibility to design and/or construct those facilities CIO O8"S 8"s s"s 8"s 8"s s"S 8"s s"s 8"s 8"S - in compliance with all current applicable federal, state and local o I __________________ laws, rules regulations, ordinances, development agreements, ------------------------ --------------------- I1-1-I ------------------------------!------------ I � ? I E I D A H 0 AVENUE ' I specifications, orders or approvals, all of which the City retains I the right to enforce. Inconsistencies not noted by City staff shall H o I vi I I cn cn I -1----------L---------: ---- U) � I I I not be construed as a - I I pproved unless specifically addressed i ■ 12;so ■ I I I I I in writing b the City. An proposed revision to these Tans must W I I I I I 9 Y Y Yp p p C 8�'W "W I I I i i be submitted for review and compliance with the Meridian City CU i ,) i I I Standards and Specifications before said revision is constructed. C O I I i I I I I I I ■ � G LL I ---- ----- ----- -----, i I I I ° Name Date N I -- $ ..� s..W s..w s" W N_N � BUILDING FOUNDATION PER STRUCTURAL DRAWINGS, TYP ;P J p� a� ww O H F- - 1 Ir -- - - r - -"---- - ----- - s _ d ---:----r- -- ------ -- ----- ----- V V ❑E _.. .. ... --I i. _ i... I -- - - - - R/W LLI E: EEI -- Lu U Q N __ _ _ __ '.` ..y.... o ----- ---�. CU N NEW MIXED USE BUILDING "B" _ _ boo° ©o o° @�o��g� T w U. Io00 O00 N w boo qo od I S O •� I00 : 01 M poo po 01 I I H CM poo d oq - . I000 OOI ■ i -- - - -- Po �q P/L co LU -- _ G ° co oo � W , , , I 4 6"W/SLIDEGATE ?- �o G 4 0 0� ��0�� / L_ LU o EX GIRRMH-1 I TUCK-UNDER PARKING AT GROUND LEVEL TUCK-UNDER PARKING AT GROUND LEVEL I a m a >< (n �o o -- - -- - Lo L o od -- �^ N LL D Q ood I v! 4 _ Y - - a BUILDING TO REMAIN E -� I a ' � ; - to o No oII J - --- G G a 0000 ooq I M Z -- - 0 0000 0M Q o z .................................. 0000 00 0 E 5 0 � __ ______________ _______% TUCK-UNDER PARKING AT GROUND LEVEL bo 0 0 0 000 0 boo o° 000�l ' G N � Z o I000 7 Y 000 0001 id o Z . ° °° G O E_ Q J O / �000 000J J LL O - -- w HI- �•• - -- - -- 0 N TUCK-UNDER PARKING z o • ...... CARPORT @ •i � I o I 0 EX GIRRMH-2 (SEALED PRESSURE MANHOLE) I -- -- rn� Y RIM = 2606.19 z i 3 1 3 3 1 ABANDON IN PLACE o f �C�� (f) INV IN (E) = 2602.26 (8") Q I EAST OF THIS POINTS , 4 _ I W I ` R/W raw _ R/W °o°a000 R/W - �� R/W INV OUT (NW) = 2601.56 (8") - EX GIRRMH-2 1 I Tv T r__v_ _ Tv Tv ------ ry I` -t�- ------------ 'WOO -------------------T------- I EXISTING INVERTS AS SHOWN ON MERIDIAN SPLIT CORRIDOR 0 O I 8"s G r_= - Q"Q T r „ T 8'S T G ST G - 8"s 8"s s"s G 00 I 8"G 8"S Z ---A C H D ALLEY ------- ----- -- - -------- --------------------------------- 1 < RECORD DRAWINGS TOPO BASE (SHEET 13 OF 93) - - - F/o --------- -- ---------T--------- Q i - - O 00 i 1=2+00 3+00 - - - 1 ---�T------ ---------- ----- P HP • .-• • _ -- •- LL --- ------ -' $'GI E �H 4 Zt)Vlf----------- � - GI �t)W-- T rtZiW---- i /W UR/yy - i RIW H p --- -- - -- T ---- �I _ -----T----, I --- W NEW GIRR BOX-6 7 4 I T 1 8 EX GIRRMH-3 `1 EX GIRR BOX ----- e�1 - - -- I LU 6 NEW GIRR BOX-7 7 ;;� o°o0 1 = ±2 o i o LP SEALED STEEL PLATE 609.05 12tJ � � TR �+ MON�SIGN Od j o , 7 1 CARPORT I / TUCK-UNDER PARKING AT GROUND LEVEL z O o 0 0 0 0 0 0 0 0 0 0 0 cli o V SEEPAGE BED O I 6"RD li G i o PROPOSED 10' GRAVITY IRRIGATION EASEMENT -- r------- I O cc COPYRIGHT @ 2019 Lindgren:Labrie i -- Architecture, PLLC Any use, reproduction TUCK UNDER PARKING AT GROUND LEVEL rn �@�@�Q I - or modification of the documents or the N o o Q information contained herein without the �� EX GIRRMH ' ' - BUILDING FOUNDATION PER prior written permission of ;y 1 Lindgren:Labrie Architecture, PLLC i 4 ,�; Q RIM = 2609.11 _ violates the Copyright laws of the United STRUCTURAL DRAWINGS, TYP \\\\\\X 8° INV I N (S) = 2605.54 - \KR States and will subject the violator to ° BUILDING TO REMAIN w 8" INV OUT (N) = 2606.80 legal prosecution. LL > •I :I o0 I ; DRAWING SET ISSUED FOR - - -- -- ;� 6"F t CITY PERMIT SET I I 1 04 J �� o zr 0 �� - -- -- - �r; ......... GRAVITY 3 r a PIV M N � NTM FDCo F -- - -- I IRRIGATION 4, 2 E -'- GI W.W... - . : R RIW �W OO Iw R z T ® ® ® o Ab - g I Q LAN & PROFILE a E 4 m NEW GIRR BOX-8 7 I 5+00 a "GI 8" I ~ 8 G 8"GI G % $"GI ■ Sros V7N �, o DRAWING SHEET REVISIONS LL .... -- _- - _- ________-- .. ----- ___- _- ABANDONEDj6"W��ER-UicE- N-N-� m -- - - -- A� ,�TER�+N�-------------- --------- ------------------ ----- - EX GIRR BOX-4 ... --- ---- -- ------------------ 2 -�- - m -� ----- --�4BiA1dDOIVEDfr'iNA�ER NINE-- --- X r- - � - - ---- - - --- I I 6 DATE REMARKS -------------- 04 HF- ----------------------------------- I I------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 4--- \- o 3 COO 0 10"W I I I N a 10„W 10"W 10"WI 10"W I I 10"W 10"W cn 8,10"W 10"W 10"W 10"W AQUASHIELD O L_______J I cn 1 G I I I � � � ' 10, OLL O 10"W - 18..5 I I _ 18 S _ U 18"S --------- 18' 18"s 1a" 18"S 18"S O .. ------- 18"g -- 18"S L J 18"S 18"s O -18"S --- 18"s E . B R O A D W A Y, A V E N U E 8.. W O❑ O aS"9l -Ll O 15"So 15"SD 15"Sp 15"SD 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O❑ 15"SD 15"SD I I I i I I I I i I X BEA Q W I O DRAWN BY: N JER rn v M GI CHECKED BY: N 0 O GRAVITY IRRIGATION KEYNOTES EX GIRRMH-5 DATE: 14 J U N E 2019 W 1. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING GRAVITY IRRIGATION SYSTEM WITH DEMOLITION 5. INSTALL WATER-TIGHT 22.5° BEND, ENSURE FITTING COMPATIBLE WITH PIPE TYPE, NO THRUST BLOCK. -- 15"GI N PLAN INCLUDED IN THIS PLAN SET. CONTACT PROJECT ENGINEER AT 208-854-8192 AND WATER MASTER 6. CONTRACTOR SHALL POTHOLE EXISTING PUBLIC UTILITIES PRIOR TO INSTALLATION OF GRAVITY A �T 00 SCALE: AS NOTED v; (JIM MARSTON)AT 208-830-8195 AS NECESSARY. SCHEDULING AND NOTIFICATION OF SYSTEM IRRIGATION PIPE,ADJUST PIPE SLOPE AS NECESSARY. GRAVITY IRRIGATION PLl'il�l v MODIFICATION (3 DAYS MINIMUM)WILL NEED TO CONSIDER SCHEDULE OF WATER DELIVERY TO 7. INSTALL OLDCASTLE PRECAST TxT IRRIGATION BOX WITH GASKETED BOLT-DOWN WATER-TIGHT LID JOB NO. R 171127 DOWNSTREAM USERS. PLANNED OUTAGES SHALL BE LIMITED TO TWO(2) DAYS MAXIMUM. (LABELED"IRRIGATION")PER DETAIL ON SHEET C0.3. ALL JOINTS(CONCRETE TO CONCRETE,CONCRETE 2. SEE CITY OF MERIDIAN STANDARD WATER NOTES No.2 AND No.3(SHEET C0.01) FOR HORIZONTAL AND TO STEEL FRAME, ETC.)SHALL BE WATER-TIGHT VIA GASKETS, MASTIC, FLEXIBLE 0-RING, ETC.AND VERTICAL SEPARATION REQUIREMENTS BETWEEN POTABLE AND NON-POTABLE MAINS AND SERVICES. TESTED PER ISPWC SECTION 502.3.12.C.1 HYDROSTATIC TESTING. 20 0 20 40 Li 3. BUILDING COLUMN FOOTING,CONFIRM PLAN DIMENSIONS WITH BUILDING"B"FOUNDATION PLAN. 8, EXISTING GIRRMH-3(PRESSURE MANHOLE)TO REMAIN, REMOVE OUTLET PIPE AND INSTALL NEW OUTLET RENNIS13N ENGINEERING C404 4. INSTALL 8-INCH GRAVITY IRRIGATION MAIN PER ISPWC STANDARDS, LENGTH &PIPE MATERIAL AS PIPE(MATCH EXISTING PIPE INVERT), GROUT PER ISPWC STANDARDS. o LABELED IN PROFILE VIEW, PROVIDE 18"(MIN)COVER, SEE SHEET 0.2 FOR PIPE INSTALLATION DETAILS. 9. ADJUST PROPOSED LOCATION OF NEW GIRRMH-8 AS NECESSARY TO AVOID ADJACENT 8"GIRR PIPE. PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 a UTILITY CONTACTS EASEMENT LEGEND PUBLIC UTILITY NOTES Idaho Power CableOne DC Engineering-Electrical 7�r—rT 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN r� rrr� Eric Clampitt,Distribution Designer Dan Weed,Construction Coordinator Jon Goranson —r77�Trr 1 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION rrr/ �/rrrrrrrrr//10790 W. Franklin Road,Boise, ID 83709 2101 E.Karcher Road,Nampa, ID 83687 440 E.Corporate Drive,Suite 103, Meridian, ID 83642 ' ' ' ' ' / EXISTING 10, PERIMETER PUBLIC UTILITY & DRAINAGE EASEMENT OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES 4'�r/ rrrrrrrrrrr/„ � rrr rrrrrrrrrrr/„ r eclampitt@idahopower.com West Valley System Office(208)288-2181 ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY ,iii, PER 2013 RENEWAL PLACE PLAT (BOOK 106, PAGE 14631) TO REMAIN Office(208)388-2799 Daniel.Weed@cableone.biz Direct(208)493-0009 Yr,,,,,,,,,,,, ,,, I LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Cell(208)850-7688 (208)404-5882 jon@dcengineering.net C111LLLJ111i�L :11� 2. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING OVERHEAD&UNDERGROUND R E N N I S� N ENGINEERING POWER&COMMUNICATION LINES WITH IDAHO POWER, CENTURYLINK,AND CABLE ONE Intermountain Gas Company CableOne DC Engineering-Mechanical/Plumbing/Gas r---------------� PLANS. COORDINATE REMOVAL&MODIFICATIONS TO EXISTING GAS MAIN AND Mishelle Singleton Brett Pike,Construction Coordinator Aaron Prough i i EXISTING 10' PERIMETER PUBLIC UTILITY & DRAINAGE EASEMENT SERVICES WITH INTERMOUNTAIN GAS. PO BOX 1001 Eagle, Idaho 83616 P: 208-938-2440 555 S.Cole Road,Boise, ID 83709 2101 E.Karcher Road,Nampa, ID 83687 440 E.Corporate Drive,Suite 103, Meridian, ID 83642 mishelle.singleton@intgas.com Brett.Pike@cableone.biz Office(208)288-2181 X127 i i PER 2013 RENEWAL PLACE PLAT (BOOK 106, PAGE 14631) TO BE VACATED 3. PAVEMENT UTILITY CUT(TRENCH REPAIR)WIDTH SHOWN IS CONCEPTUAL ONLY. ( ) ( ) ( ) L 208 377-6863 208 573-5994 Direct 208 493-0027 I ---------------J I CONTRACTOR SHALL ADJUST WIDTH AS NECESSARY TO INSTALL PUBLIC UTILITIES. aprough@dcengineering.net /�E IDIAN* A P P RO V E D FO R CenturyLink Syringa Networks O PUBLIC UTILITY KEYNOTES�7777777777 I D A Fi D Shelline Williamson, Engineer I Quinn Gallup,OSP Technician Rennison Engineering-Civil Engineer7\77—__� CONSTRUCTION ■ 1315 W.AmityRoad, Boise, ID 83705 allu s rin anetworks.net Bryan Appleby """""""` "`y 1. SINGLE-PHASE TRANSFORMER PER IDAHO POWER PLANS(SEE PUBLIC UTILITY NOTE No.2 THIS SHEET). CONSTRUCTION Q9 P@ Y 9 ry pP Y "7 These plans and/or specifications have been reviewed for Shelline.Williamson@centurylink.com (208)258-4132 410 E.State Street,Suite 120, Eagle, ID 83616 I` `l PROPOSED PUBLIC UTILITY EASEMENT STAKING SHALL INCLUDE PAD CORNERS AND ADJACENT CURBING(OR AS DIRECTED OTHERWISE). L I N D G R E N : L A B R I E r compliance with Meridian City Standards and Specifications. Office(208)385-2903 Office(208)854-8192 "` ` ` 2. 3-PHASE TRANSFORMER PER IDAHO POWER PLANS SEE PUBLIC UTILITY NOTE No. 2 THIS SHEET). CONSTRUCTION STAKING g A R C H I T E C T U R E I_�iL�LL��siiLLL�J ( ) This review does not relieve the owner, en ineer, or contractor DC Engineering-Electrical Cell(208)484-3747 SHALL INCLUDE PAD CORNERS AND ADJACENT CURBING(OR AS DIRECTED OTHERWISE). of the responsibility to design and/or construct those facilities CenturyLink Gina Spirnock bryan@rennisoncompanies.com 3. SECTOR PER IDAHO POWER PLANS(SEE PUBLIC UTILITY NOTE No. 2 THIS SHEET). CONSTRUCTION STAKING SHALL INCLUDE in .compliance with all current applicable federal, state and local William Mceachern, Construction Project Admin 440 E.Corporate Drive,Suite 103, Meridian, ID 83642 PAD CORNERS AND ADJACENT CURBING(OR AS DIRECTED OTHERWISE). laws, rules, regulations, ordinances, development agreements, 2148 N. Eagle Road, Meridian, ID 83646 Office(208)288-2181 specifications, orders or approvals, all of which the City retains William.Mceachern@centurylink.com Direct(208)493-0011 4. DIRECTIONAL BORING(MULTIPLE UTILITIES) UNDER MAIN STREET AND ALLEY TO EAST OF PROJECT PER IDAHO POWER PLANS. the right to enforce. Inconsistencies not noted by City staff shall Office(208)385-2600 gspirnock@dcengineering.net 5. EXISTING SYRINGA NETWORKS FIBER TO BE DISCONNECTED&ABANDONED(SEE PUBLIC UTILITY NOTE No.2 THIS SHEET). not be construed as approved unless specifically addressed COORDINATE WITH DEMOLITION PLANS. in writing by the City. Any proposed revision to these plans must 6. ELECTRICAL&COMMUNICATION SERVICE LINES TO BUILDING ELECTRICAL ROOM (SEE PUBLIC UTILITY NOTE No.2 THIS be submitted for review and compliance with the Meridian City SHEET), COORDINATE POINT OF CONNECTION (POC)WITH SITE ELECTRICAL DRAWINGS. Standards and Specifications before said revision is constructed. 7. GAS SERVICE LINES TO GAS METERS(SEE PUBLIC UTILITY NOTE No.2 THIS SHEET), COORDINATE POINT OF CONNECTION I Name Date510NA( o c1 (POC)WITH PLUMBING DRAWINGS(SHEETS C2.5A&C2.4B). �p� ��GISTF9�G'/,1,� 3 8. RELOCATE EXISTING CENTURYLINK UNDERGROUND LINE TO UNDER SIDEWALK(SIDEWALK IS PLANNED TO BE REMOVED&cli 0 4 REPLACED AS PART OF PROJECT). CONTRACTOR SHALL COORDINATE SCHEDULE WITH CENTURYLINK CONTRACTOR SO THAT rn 264 RELOCATION CAN HAPPEN WHILE BUILDING FOUNDATION EXCAVATION IS UNDERWAY. ❑■ 8"GI `� 8" 1 lF OF 10P i N ssco Ow : �' yqH APP�-�� I 6/14/19 I ❑ O I E O KE 0 °d ° E O ® BIKE ® O T ❑E O SD - 0 � I r N li \ I . 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W O O❑ O 4S"51 - O❑ 15"SD 15"SD 15"SD 15"SD 15"SD 15"SD O❑ 15"SD 15"SD 15"SD O❑ 15"SD 15"SD I I I i I I I I i I fA X • BEA DRAWN BY: yy Q g N • JER W i a � i i i I • M • GI CHECKED BY: DATE: 14 J U N E 2019 WI LL N 0 15"GI ■❑ -- SCALE: AS NOTED PUBLIC UTILITY PLAN R171127 JOB NO. NMI\ 0 20 0 20 40 w mmmiiiii C405 0 a QKEYNOTES GENERAL NOTES 1. ROADSIDE SIGN,TYPE PER PLAN, PLACEMENT AND ANCHORING PER ACHD STANDARD 1. INSTALLATION OF THE SIGNS SHALL BE BY THE CONTRACTOR AND SHALL BE DRAWING TS-1114,SHEET 1. COORDINATED WITH THE ENGINEER, DEVELOPER AND ACHD IN ACCORDANCE WITH 2. REMOVE/OBLITERATE EXISTING PAVEMENT STRIPING&MARKINGS PER ACHD SECTION 1100 OF THE LATEST EDITION OF THE ISPWC,THE ACHD SUPPLEMENT STANDARDS. SPECIFICATIONS AND STANDARD DETAILS TS-1114 AND THE MANUAL FOR UNIFORM 3. INSTALL STOP BAR(WHITE PAINT,24"WIDTH). TRAFFIC CONTROL DEVICES(MUTCD). 4. INSTALL NO PASSING ZONE-TWO DIRECTION,ACHD STRIPING DETAIL#7(YELLOW 2. ALL STRIPING SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD AND THE ACHD R E N N I S N ENGINEERING PAINT,4"WIDTH, SOLID DOUBLE STRIPES). SUPPLEMENT SPECIFICATIONS. 5. INSTALL ARROW(WHITE PAINT)TO MATCH EXISTING. 3. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS,CONTACT ACHD CONSTRUCTION PO Box 1001 Eagle, Idaho 83616 P: 208-938-2440 6. INSTALL 60° DIAGONAL ON-STREET PARKING STRIPING(WHITE PAINT,4"WIDTH)PER SERVICES FOR COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS, 387-6280. ACHD STD DWG TS-1122. 7. INSTALL ACCESSIBLE PARKING MARKINGS PER ACCESSIBILITY STANDARDS. �WE IDIAN* AP P ROVED FO R 8. INSTALL PARALLEL PARKING TEES TO MATCH EXISTING(WHITE PAINT). f DA H o CONSTRUCTION 9. INSTALL PARKING STALL STRIPING(WHITE PAINT,4"WIDTH). 10. INSTALL 4'-WIDE CROSSWALK HATCHING(WHITE PAINT,4"WIDTH, 36"SEPARATION,45° These plans and/or specifications have been reviewed for L I N D G R E N : L A B R I E ANGLE). compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor ARCH ITECTU RE of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. NAC Name Date �,g10 a�o� ,sTFAF yV, V'V 264 REPLACE EXISTING '2 HR PARKING'SIGN WITH "NO PARKING'SIGN OSSING rF OF ,OP ., �IIIIIIIIIIIIIIIIIIIIIIIIIIIIILLZ (DUE TO PROXIMITY TO NEW HYDRANT AND FIRE TRUCK CLEARANCE) 0 "PEA CR rqN APp�-�� 5/6/19 �� EXISTING EXISTING ARKING'� '�G" „ oP" 2 N AR G NR KIN O EXISTING DRIVEWAY DRIVEWAY "2 gS161- ART REST E 0�" R P KIN C-)KE 2 UPAR G DRIVEWAY II► e� NR P EXISTING ACCE E p KIN ST NAM DRIVEWAY I o � N n } �2 ,� 3 L J_ J_ J_ J_ J_T J L J_ J L J QD A 00 8'x20'END PARKING STALL,TYP 8'x23'MIDDLE PARKING STALL,TYP I bTYP 4 E . I D A H 0 A V E N U E 4 4 55' r� 0 0 +i +i � � 35' 20' O X R/W�— — X — X — X — — } — — - X� — — — — — — �� — — R/w rL— — — 4 — — — —-------------------------------------------- ---- /i --------------o---- ----i 2 A 9'x16' PARKING STALL,TYP TYP �--� TYP �X 2 3z-1--------------------------------------- J== C: z /��7 J W `V� � 8 TYP 2 w � r/ � } w I 6 6 6 Q w ell X „STOP', I o I O o ,�O ■ � 0 � G Ax T N 0 I ' 2 NR PAR � J W REINSTALL SALVAGED REINSTALL SALVAGED - —�--_ MTMMTM "2 HR PARKING"SIGN.. 1 ... - "2 HR PARKING"SIGN 1 EET NAME W — - STR > — — R REINSTALL SALVAGED REINSTALL SA REINSTA R/w �� R/vV — �\ LVAGED � I Q W"2 HR PARKING"SIGN 2 HR�PARKING"SIGN 1 0 INSTALL ACCESSIBLE INSTALL VAN A E IBLE S CC SS PARKING SIGN 1 1 PARKING SIGN pop I I W NEW MIXED USE BUILDING "B" �Q�°�agQ T N I I I oho I � � co d oho C D m � I I — — w06 - NG" 0 2 TRU K PARK PIARKING, W W N No L I 1 INSTALL ACCESSIBLE PARKING J �_ Cn Np g 7 SIGNS(WALL MOUNT) I2 co BUILDING TO REMAIN Iz � ° — I z ;:. ------------------------------------------------------------••••••••••••••••--••••••••••••••••••••••••••••••••••••••••--------------------------------------------------------------------. Refer to Sheet C2.0 for TYP 9 I �� parking stall dimensions - ��Q o oUTE I- o000000 N 00000o E TIo AL SIGN . I TYP 9 �0 ° o�� DIR I z O z I I O I I W I ! 00000,o I — — R/W — — R/W dt/ — R/W — — R/W I I I I Z I I ACHD ALLEY ---------------------------------- :. •----------------- I i 10 ----- — — — — — R/W — — R/W — — R/W — — ------- KIW------ ------rt2lylf------ ------rti7y�------_ ------ ------__— �/W R/W RNY I I I I LU LJJ I L I o0000 = a 0 I I TYP 9 - V c G ffiM FOR FIRST Y, i ° INSTALL VAN ACCESSIBLE 7 OQ °PARKIN TE BANK ONE r PARKING SIGN(WALL MOUNT) 1 z I INTERSTA I REINSTALL SALVAGED I 000000 -- - "2 HR PARKING"SIGN I I --------------- I I 10 Refer to Sheet C2.0 for -------- parking stall dimensions I o ! I p g I I I I II COPYRIGHT ©2019 Lindgren:Labrie TYPE 9 Architecture, PLLC Any use, reproduction or modification of the documents or the information contained herein without the prior written permission of pARKING 1 REINSTALL SALVAGED Lindgren:Labrie Architecture, PLLC I "ACCESSIBLE I "2 HR PARKING/PARKING INFO"SIGN violates the Copyright laws of the United I "ACCE ! i States and will subject the violator to BUILDING TO REMAIN i TYP 9 legal prosecution. i I PARKING„ - DRAWING SET ISSUED FOR „A�CESSIB�E - NEW MIXED USE BUILDING "All _ CITY PERMIT SET p�o I `a 11 A. LJ zr------- „p0 NOT ENTER o p„ „STOP" -I o�o STRIPING & „ o -I ENTER„ „pONOT SIGNAGE PLAN - O R/W R/W R — — R I R/ �< - - -.-R -• — — � fiNV TI -- ---- ---- NG„ G„' NG„ � NR PARK NR pARKI NR PARK i =/ S Op" ES DRAWING SHEET REVISIONS A TYP 6 STREW DATE REMARKS I -------------- 0 EXISTING TRAFFIC SIGN TO REMAIN,TYP REINSTALL SALVAGED"1 HR PARKING"SIGN 1 00 0 a I 0 0 — — — — — — — — — E . BROADWAY AVENUE O � I Z W O W W I r T 1 DRAWN BY:ell BEA 0 Z CHECKED BY: .JER a a DATE: 6 MAY 2019 z LL � SCALE: AS NOTED STRIPING & SIGNAGE PLAN I o JOB No. R171127 20 0 20 40 w W C5mO 0 a RECORD OF SURVEY -- PROPERTY BOUNDARY ADJUSTMENT CERTIFICATE OF COUNTY RECORDER FOR CITY CENTER REDEVELOPMENT, LLC INSTRUMENT NO. 2,0 tc. -0 5)C)L�4- 5 . LOTS 2 AND 3, BLOCK 1 OF RENEWAL PLACE SUBDIVISION I HEREBY CERTIFY THAT THIS INSTRUMENT WAS RECORDED AT THE REQUEST LOCATED IN THE NW1/4 OF THE SW1/4 SECTION 7, OF AWTOOTH LAND SURVEYING,ATMINUTES PAST o'cLOCKnnr .M., THIS T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN,ADA COUNTY, IDAHO • k -DAY OF N THE YEAR:Z / DE EX-OFFICIO RECORDER FEE:S �� BASIS OF BEARING ILLEGIBLE CAP - S 89-21'57"E 522.70'(522.62) - - - _ _ - - - - - - - ILLEGIBLE CAP IEAST IDAHO AVENUE 90*3'36" ' 1 ( �..—.._..._..._..----..—..—. .—..—..—..,..—..—..—..—... ..— .._..—.. 589-21'STE 449.20'(449.1fl ..—..—..— ..—..—..—..—..— ... ... . .—..—..—..—.. — .._..—. ._ ..—.. I r 33.6' 329.39' �FBUIdD 1/2'REBWt 119.81' 40' f NO CAP,0.2r NORTH f OF RIGHT OF WAY i I f I Lu LEGEND CR r I ! f pp eYi! 3 1I w w wRw w w w>, PROPERTY BOUNDARY LINE • I O I �. I N i ORIGINAL LOT/DEED LINE f I NEW PARCEL LINE - - i I CENTERLINE �'. O I I F. ,•. Q FOUND 5/8 R REBAR AS NOTED M r x I FOUND 1/2"REBAR I w I13 ,.� 1 d �..—. .—.. —..— ..—.._ ..—. .—..—. ._..—..—.. .. 9.6WNO CAP, pa FOUND REBAR NOTED FALLEY 119. 0 A I �O — .. E S 89.226 —. SET5/8"RMWCAP,PLS 1157 4 au z f W w I rn rn ® SET BRASS PLUG WITH MAGNETIC °� � �.. —..—.. S 89.22'OT E 299.73' (299.7CI') S 89°22`07" E 149.81'(149.85) ��" ;—..—. .—. .— ..—..—..—..—..—.. .. —..—..—..—..—....... .—..—. ..�..—..—.. ..—.. ... ..—. wwwwR:aww�r�wwwRSRsww�w�ww wza�wwwww I a CSC l5 5062 E ® INSERT,A I 1574 CALCULATED Z f z ! z ' y ( R1500A D INFORM417ON EXISTING LOT NUMBER I 3 $' RENEWAL PLACE SUBDIVISION BOOK 106 PAGE 14631-14633 I PARCEL A I . 1 18,679 Sq. Feet i .. g 1 0.429 Acres 1 $ r 1 ! O W t LS 5082_ _ — — ..N OV22_16"W 149.86' W . �°R I LINE TO BE REMOVED 4. I N 1 � I � I��o 1 _ 1 ILINE TARE (27.5T) L2 O $SI 1 f I FOUND 5S REBAR FOUND 5/8"REBAR CSC LS 5082 I IS 1265r43"W 0.11' —1 ILLEGIBLE CAP f FROM CALCULATED f 33.6' I POSITION . —..—.. —. .—..—..—..—..—..—.._ ..—..—.._...—..—..—..—..— ..—..—.._..— .. _._.._ .. —..._ FROMSCALGULATED 1 o- L POSITION 49 ww��ww�rwwww��wwwn��wi�Rwwwa�fawwwR�wwwawww f N 89-22'16"W 274.54'(2�4.5e') N 89M'16"W 175.27 (175.32) SCALE r 30 0 15 30 60 1 � EAST BROADWAY AVE f RESET USING THE RECORD ANGLE BETYVEEN I (FEET) It LEGIBLE CAP E.IDAHO AVE.AND N.MAIN ST.AND THE RECORD 1 INCH: 30 FT DISTANCE ALONG N.MAIN ST.AS SHOWN ON THE OFFICIAL PLAT OF RENEWAL PLACE SUBDIVISION CERTIFICATE OF SURVEYOR 89 N 022'16"W 523.45'(523.63) — — — — — — — — — — — — 1,JEFF BEAGLEY, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND REFERENCES SURVEY INDEX NO. 311-07-3-4-0-106-14631-14633 SURVEYOR, LICENSED BY THE STATE OF IDAHO,AND THAT THIS MAP WAS DRAWN FROM AND ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION, R 1) RENEWAL PLACE SUBDIVISION, AND ACCURATELY REPRESENTS THE POINTS MAPPED HEREON,AND IS IN BOOK 106 OF PLATS AT PAGES1401-14633 2030 S. WASHI NGTON AVE. CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS, AND THE CORNER PERPETUATION AND FILING ACT, IDAHO CODE. EMMETT, ID 83617 NOTES ' (208) 398-8104 l 1. ALL EXISTING EASEMENTS OF RENEWAL PLACE SUBDMSION �( ///"7—OO�l-/ FAX (208) 398-8105 REMAIN IN PLACE AS SHOWN ON THE OFFICIAL PLAT. 1 / / F JEFF BEAGLEY 1157 P.L.S. 11574 1. EXISTING BUILDINGS ON THESE LOTS ARE IN THE PROCESSor L-and Suiveyirx�, ��G • h OF BEING DEMOLISHED. WWW.SAWTOOTHLS.COM DATE. MAWN Y. Y. J BE�Gti 1 OF i 4M9 in CP 7.17317