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Application Charlene Way From:clerk@meridiancity.org Sent:Wednesday, July 28, 2021 9:35 AM To:Charlene Way Subject:Development Application Transmittals - Burger King Drive Through CUP H-2021-0051 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Burger King Drive Through CUP H-2021-0051 Hearing Date: September 16, 2021 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884- 5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Commission Hearing Date: September 16, 2021 Planner: Joseph Dodson File No.: H-2021-0051 Project Name: Burger King Drive-Through – CUP Request: Conditional Use Permit for a dual-ordering drive-through establishment within 300-feet of another approved drive-through establishment and within 300-feet of a residential district for a 2,910 square foot Burger King with 37 parking spaces on 0.877 acres of land in the C-G zoning district, by Legend Engineering. Location: The site is located at 6211 N. Ten Mile Road, on the west side of N. Ten Mile Road, approximately 500 feet south of Chinden Boulevard (Lot 11, Block 1, Lost Rapids Subdivision), in the NE ¼ of the NE ¼ of Section 27, Township 4N., Range 1W. �T Planning Division E IDIA �1 �' HEARING APPLICATION DAHO Type of Review Requested Hearing File number: H-2021-0051 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: LONNY REED, LEGEND ENGINEERING Phone: Applicant address: 52 W 100 N, HEBER CITY, UT 84032 Email: Ionny@legendengineering.com Ownername: TREVOR GASSER, GFI-MERIDIAN INVESTMENTS II, LLC Phone: Fax: Owner address: 74 E 500 S, BOUNTIFUL, UT 84010 Email: trevor@tgirealestate.com Agent name(e.g.architect,engineer,developer,representative): LONNY REED Firm name: LEGEND ENGINEERING Phone: Fax: 8016330444 Address: 52 W 100 N Email: Ionny@legendengineering.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 6211 N TEN MILE RD Assessor's parcel number(s): R5330761100 Township,range,section: 4N 1 W27 Project Description Project/Application Name: Burger King - CUP Description of work: CUP for a dual-ordering drive-through establishment for a 2,910 square foot, 18'tall, Burger King on 0.877 acres of land in the C-G zoning district. 33 E Broadway Avenue,Suite 102 * Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Conditional Use Permit-CUP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0493 TYPE OF USE PROPOSED Commercial: CHECKED PROPERTY INFORMATION General Location: Near SWC Chinden &Ten Mile Current Land Use: Vacant Total Acreage: 0.877 Prior Approvals(File Numbers): H-2018-0004 (DA#2018-079970, Lost Rapids - GFI Meridian Investments II, LLC); FP-2019-0056 Traffic Study Required per ACHD: No ZONING DISTRICT(S) C-G: CHECKED FLUM DESIGNATION(S) Commercial: CHECKED PROJECT INFORMATION Site Plan Date(MMIDD/YYYY): 07/07/2021 Landscape Plan Date(MM/DD/YYYY): 07/08/2021 Elevations Date(MM/DD/YYYY): 06/07/2021 Proposed Building Height: 18' 2" Gross Floor Area Proposed: 2,910 sq. ft. Number of Standard Parking Spaces Provided: 37 Number of Residential Units: 0 What was the date of your pre-application meeting?: 05/25/2021 What was the date of your neighborhood meeting?: 06/22/2021 PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Lonny Reed 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 2 July 23, 2021 Meridian City: Community Development 33 East Broadway Avenue, Suite 102 Meridian, Idaho 83642 208-884-5533 Project Narrative HB Boys is proposing to construct a Burger King restaurant with a drive-thru service. The project will be located on Lot 11 of Block 1 of the Lost Rapids Subdivision in Meridian, Idaho. Proposed site features include a 2,910 square foot building, parking area, landscape and required utility services. The parcel is 0.88 acres which will be developed in its entirety. The proposed access points align with the main circulation path around the Costco parking lot. Sewer and water services are provided at the west end of the parcel with irrigation service coming from the east. Stormwater will be retained on site via above ground and below ground means. Landscaping will consist of the requisite trees and planting species. Thank you for the opportunity to submit this application. We look forward to working with Meridian City on this development. 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I Dwa*)P.Ou bOW4 V` TI-Tt# VPA 03%Sol -)333 ME212.LVJLE 2.YEE1 ROIZE` ID 831TI soovaseua E sos"e `eno bveE s EN f M b" 9fom atxrs D amw uow cL Pw am R VOW to so lu�i IWIMNW ipsucs p*ApA niq LAg-%-mA pml, Woot3. - ow so stm mm c* qr&p ,siA4s ot mome.t 9 qpoLq prow4utottm. ].mmvuq9qwLq qppucxat3st'T2rp%ta9 e' 3wee rww puc ws ac ckis wAsm cnLArs to 4m pW zslq cnLAo p9A.RA 9 LSW Cq r4jTVj pGr I So 9 tonuq 219lucp uspse Imo' 9 gcpp sulp oj oijT,02," 9 cpoLq ;ws4ut ot mem&sLm mm 9 qwLq qpp=oi IjrtS tw 2' new tw spa 4*oLcot9cowbonuqcnL"svtt* 41tprn.lgcnimtosApasLsqpu ot Tr tno City of Meridian 33 E. Broadway Ave. Meridian, ID 83642 AFFIDAVIT Comes now the undersigned G. Walter Gasser, and being on oath first duly sworn, says: 1. I we' am (are_) the owner(s) of the property located at Lot 11 of the Lost Rapids Subdivision in Meridian, Idaho. 2. My signature below attests that I have reviewed the proposal by Legend Engineering requesting application review of a building and associated site improvements at Lot 11 of the Lost Rapids Subdivision and that I consent to the statements and information provided in the attached plans and exhibits. This affidavit is made and executed this day of July, 2021. G. Walter Gasser Manager, GFI - Meridian Investments II, LLC STATE OF UTAH COUNTYOF DQ\ViS SUBSCRIBED AND SWORN TO before me by G WALTER GASSER on this day of July, 2021. y'- LEO EPSTEIN NOTARY PUBLIC•STATE OF UTAH YAi i-! °;1 COMMISSION NO. 710292 sf� COMM. EXP. 1-30-2024 ` „ NOTARY PUBLIC July 23, 2021 Meridian City: Community Development 33 East Broadway Avenue, Suite 102 Meridian, Idaho 83642 208-884-5533 Legal Description Lot 11 of Block 1 of the Lost Rapids Subdivision Lonny Reed Legend Engineering Ionny@legendengineering.com (435) 654-4828 ■ 52 W 100 N, Heber City, Utah 84032 • Phone(435)654-4828 • www.legendengineering.com 46 4k �" 1 iY• ~! dD a + T so � � .. r• 1, � � � • f jp+ • � # � 'L'F � ~F 1 Pql M i T - Is. r Fes+ N T#f4iIed � r 46, r� + } i • Y tl ■ F i Y� * F + '* ••� ' ■tip - *ir ■ ray .O. 41h Noir+ t ■ r ' # +n {. �. M1 F •f �,7 -.cif ■jPyA �■■r it * + djw Air # ± }j - � � 'fir�• � r ■ f 1 7 {y �T Planning Division E IDIA �1 �'' PREAPPLICATION MEETING DAHO Type of Review Requested Pre-Application Request File number: P REAP P-2021-0050 Assigned Planner: Joseph Dodson Scheduled Date: 05/25/2021 Scheduled Time: 3:00 PM Applicant Information Name: LONNY REED, LEGEND ENGINEERING Address: 52 W 100 N 84032 Phone. Email: lonny@legendengineering.com Additional Attendee(s) Name: Brian Russell Business Name: Address: 11772 South Stone Crest Lane Riverton, UT 84065 Phone: 8013070800 Email: braia@brianrussellaia.com Name: Gary Moore Business Name: Address: 2280 S Main St Salt Lake City, UT 84115 Phone: 8014866777 Email: gmoore@hbboys.com Subject Property Information Location/street address: Assessor's parcel number R5330761100 (s): Township, range, section: 4N1W27 Project Description Project/Application Name: Burger King Lot 11 Lost Rapids Subdivision Description of Work: Burger King Application Information APPLICATION TYPES Conditional Use Permit -CUP: CHECKED Design Review - DR: CHECKED Is this City Initiated?: No FLUM DESIGNATION(S) Acreage -Commercial: .877 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website:www.meridaincity.org 1 Commercial: CHECKED PROJECT INFORMATION Elevations Date (MM/DD/YYYY): 01/27/2021 1 acknowledge a neighborhood meeting is required prior to CHECKED application submittal: I acknowledge pre-app notes are good for 4 months: CHECKED I acknowledge that a Site Plan will be uploaded in the attachment CHECKED section: In Reclaimed Water Buffer: Yes Site Plan Date (MM/DD/YYYY): 01/27/2021 PROPERTY INFORMATION Current Land Use: Vacant Prior Approvals (File Numbers): H-2018-0066 MDA; H-2019-0056 FP Total Acreage: 0.88 SURROUNDING USES East: Ten Mile Rd; R-8 zoning and SFR North: Costco Fuel station South: Approved Bank w/drive-thru West: Costco TYPE OF USE PROPOSED Commercial: CHECKED ZONING DISTRICT(S) C-G: CHECKED Review Type Reviewer Review Notes Addressing Plan Review Notes Terri Ricks No addressing concerns Building Plan Review Notes Bret Caulder Proposed structures to comply with the 2018 Building Codes Land Development Plan Review Seth Oaks See LID Notes Notes 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website: www.meridaincity.org 2 Planning Review Notes Joseph Dodson Proposed use of a "drive-through establishment" requires Conditional Use Permit approval because proposed location is within 300' of an approved drive-thru to the south (Mountain America CU). - Recommend reviewing latest site plan of adjacent project to the south to ensure shared entrance from central drive- aisle is proposed accurately and in a consistent fashion of what is approved. - Recommend flipping proposed parking on west side of site to be placed along west site boundary and pull the short segment of north-south internal drive aisle further into the site to line-up with the bank site to the south allowing for better cross-access (as required). -Any revisions to the site plan should be sent to Planning and Fire prior to submittal to verify minimum requirements are met. - Location of pick-up window allows singular exit to be acceptable as escape lane would be utilized prior to the single lane exit, as proposed. - Because of the double order drive-through, Staff recommends detailed striping and signage be part of drive- thru plan to ensure patrons know where to go after ordering. - Minimum parking for restaurant is 1 space per 250 square feet of gross floor area. -Administrative Design Review may be applied for concurrently with CUP. Detailed elevations would be required at that point in the submittals instead of with Certificate of Zoning Compliance after CUP approval. Wastewater Plan Review Notes Tyson Glock •Site has existing sewer service to it • Flow committed Water Plan Review Notes Kyle Radek Water is stubbed to parcel. 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website:www.meridaincity.org 3 (�>1��E RI LAND DEVELOPMENT MEETING NOTES Land Development Staff: Seth Oaks Date: 5/25/2021 Project Name and Location: Burger King/Lost Rapids Is sanitary sewer available? Yes: o No: ❑ Notes: Site has existing sewer service to it Flow committed Is domestic water available? Yes: o No: ❑ Notes: Water is stubbed to parcel. Easements Required? Yes: ❑ No: o NOTE:easements may not overlap any permanent structure including but not limited to carports,trash enclosures, trees,shrubs, buildings,etc. Service lines up to the meter pit must be in ROW or covered by an easement. Notes: If any meters, hydrants,water main, or sewer main is proposed with development, a 20 foot wide easement is required over the mains. Any carports,trash enclosures, etc. should not impede the easements. Make sure the site is designed in such a manner that this is not an issue. Is the project within 500 feet No Is this a commercial Yes of a re-use main? project? If both reuse questions are"yes" provide the following information: Building use(manufacturer,carwash,etc.), hours of operation, approximate business water usage and irrigable landscape area: Floodplain or other hazards? Yes: ❑ No: o Notes: Irrigation District: Settlers Irrigation District 1IPage (�>1��E IDIAN;�-- Not Surface water must be used as the primary source of irrigation,when available.A secondary connection for year-round irrigation is required—typically a well or City water is used. Public streetlights required? Yes: ❑ No: ❑ Notes: Verify streetlight requirements with Al Christy in Public Works. Submittal of Civil Infrastructure requirements: Water and sewer infrastructure will be reviewed outside of building permits. Submit infrastructure for review with the final plat. Additional Meeting Notes: 2 1 P a g e Le 4t jr From: PlanningReview PlanningReview@achdidaho.org Subject: RE:TIS-Lot 11 BLK 1 Lost Rapids Subdivision Date: July 7,2021 at 8:11 AM To: Cal Johnson cal@legendengineering.com Hi Cal, A traffic impact study is not required for this application. Please let me know if you have any questions. Mindy Mindy Wallace, AICP Planning Review Supervisor Development Services 208-387-6178 From: Cal Johnson <cal@legendengineering.com> Sent: Tuesday,July 6, 20214:30 PM To: PlanningReview<PlanningReview@achdidaho.org> Subject: TIS - Lot 11 BLK 1 Lost Rapids Subdivision CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. I am emailing to confirm that a traffic impact study or change of use is not required by ACHD for a proposed project located at 6211 N Ten Mile Road (Lot 11, Block 1 of Lost Rapids Subdivision). Please let me know what other information you may need to provide the letter required for the application. Thank you, Cal Johnson, P.E. Legend Engineering cal@leqenden ineering.com http://www.legendengineering.com Office: (435) 654-4828 ext. 705 Mobile: (435) 760-6284 52 West 100 North Heber City, UT 84032 END .. 111111 1111111 Il .. _ .. i D � 0 � 00 D0 �90%> _ CO _ : a j W - -�_ ♦♦ _� �, ��-� I �i .. `� � �T. -,GO .�. ► �. o / -R.o-e CuP-Dr �e I • 4� l • , . �a s � s c� I 71 Cyr , 0 U.S: Hwy 26 B — ` - - - - m Z R i i =ee r rz - _ i�� . . • Tang. ��,,. -- , . I 0 W Lost Rapids-Dr c y C�ae Cre<,k j n . >w - Ra 3 _ Aad _we_e �o z Pids> � Oi , k � � i �_ Go v � � -1 1. �•:� ( �-- ,�:: b 41. t — a _ Z f f r s� ;I . • • • Google Earth. ; � -- ►Anato ' , W Anatole Dr -�—r _ r4r _ - ©2021 Google20 - —— - i • • � i • • IM: mww 0co WO • w 0 0..,., , . . m z • M L91 Lei R&I a• . i • • C-0 CONDITIONAL • Qg � Z m Y U W 2 LEGEN-L 0 LOT LINES (PROPERTY) - - i EXISTING CURB AND GUTTER W PROPOSED CURB AND GUTTER c� z SETBACK LINE - - - - - - - - W EXISTING FENCE - -X- - z LANDSCAPE AREA a CONCRETE AREA a GRADE BREAK GB Z INVERT ELEVATION IE P4 W TOP OF GRATE TOG w TOP OF ASPHALT TA � F 0 c co O TOP BACK OF CURB TBC Z o W z � CO PROPOSED PROP o A 2 'COO I EXISTING EX Z F FINISHED GRADE FG W U' C�1wz � FINISHED FLOOR ELEVATION FFE w xCQ 3 s ►nxa3 S89° 17' 04.88"EV W W Y W W W W W W W W W W Y W W W W W W W W W W BACK OF SIDEWALK BOW SURVEY BENCH K • W W W W W W W W W W W J" J(� N:727708.17 W W W W W W W E:2443467.60 W W 261.513 A C H D EL:2555.08 W W W W W W I W I W 11 P RMANENT EASEMENT W 11 STALLS y W W W W W W W p W WIW W W W PER INST 10 STALLS W W W W IIW W •YI W W �. W NO. 2019-106797 SITE DATA W W W WI W I W W Go W W LOT AREA: 38,185 SF (0.88 ACRES) WI 3 R4.00 WWW WWWIWW � WWW I C14W W WI W I W BUILDING AREA: 2,910 SFf 7.7% o rn 5 W W WI j W W I PAVEMENT AREA: 27,626 SFf 72.3% r7 LANDSCAPE AREA: 7,649 SFf 20.0% 25.00 W W I W W LANDSCAPE 30.00 R3.00 71.35 W W W W W WI I W W BUFFER PER /• �} LOST RAPIDS BUILDING DATA R3.00 R5.00 2 W W W W W I W W W W Q o 9.00 R3.00 W W W W W �W W J W W W SUBDIVISION C R4.00 R2.50 zl R3.00 W W W WIC W ,� ZONE: C-G (GENERAL RETAIL AND SERVICE COMMERCIAL) W 12.00 W W W WI W W W W W W W W W W IW W I W W d 19.00 W SETBACKS: 10 STALLS ^ V W W W 1• Wl• WI.H W y .H PUE FRONT YARD: 0' TO COMMERCIAL ' ! I W W 18.00 12.00 W W W W W I W W W W W SIDE YARD: 0' TO COMMERCIAL 122.38 4 1 W W W W W VI1 W W I W W W 3r REAR YARD: 0' TO COMMERCIAL W y W W W W W W W I W O W W W W _ W W I W •L W O W W W W W W W W W W W W W I W i I W PARKING TABULATION W 24.00 REQUIRED: 1 PER 500 SF OF FLOOR AREA C ��'^ W W W W 11'Y W I W W W W r'//=• W W W W W W W 25.00 FIR REQUIRED: 6 STALLS (2900 SF/500 = 5.8) SETBACK PROVIDED: 38 STALLS W W W I W W W I 2 ADA STALLS 5 W W W W WIW W W i W W Y W I 2 BICYCLE STALLS W W W W W I I 14.00 CANAL EASEMENT PER W W W W W W W W R2.00 W ' -�'W W IW W I W j INST. NO. (� W W W W I W II 114008299 W W W W lJ W W W � W I W W V W R4.00 W W W 1 W W . NOTES: (+� W ` 6 )," CJ ', ,� R5.50 W W WIW W W •Y W ;W W W W 1 PROPOSED 4' SIDEWALK PER APWA PLAN 231. R17.50 W69.8©W L W ► W O O 24.00 W W W W WIW W W W W W �W W 2C ALL ADA STALLS AND RAMPS TO BE INSTALLED PER ADA Z W W 28.47 W W W W W I W W W STANDARDS. Q W W 3 W W W W W W W -4 W Q W W W W W W IW W I W W I W W W W W W W W W W .� .I �. +I W 3C SURVEY ENCHMARK PROPOSED CURB & GUTTER PER APWA PLAN 205 TYPE E. B a- N:727560.76 W W W W W W W W W W W W W I W W I W E:2143465.92 w EL554.79 1_W W W W W •V W W W W W W W W W •Y W W W W W W W W W ,• „ W W W W W W W W W W W W W W W W W W W W W W W W W W 4C PROPOSED CURB PER APWA PLAN 209 TYPE P. Z W S89" 59 41.15 W W W W W W W W W W W W W W W W W W W W W W W W W W W Q 5C PROPOSED REVERSE PAN CURB AND GUTTER. W R20.00 Z 6C PROPOSED DUMPSTER LOCATION. Q JW (L � Z W0 - � Q S2 - O GENERAL NOTES: 1. CONTRACTOR SHALL CALL 811 PRIOR TO CONSTRUCTION. W W 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL a J EXISTING UTILITY LINES AND STRUCTURES PRIOR TO CONSTRUCTION. - 3. ALL PROPOSED WATER LINES SHALL HAVE A MINIMUM OF 5' OF COVER. M Z 4. ALL SEWER, WATER AND STORM DRAIN PIPES SHALL BE BACKFILLED WITH SELECT GRANULAR FILL AS PER CITY STANDARDS. 5. ANY OFF SITE DAMAGE TO EXISTING ASPHALT, CURB & GUTTER, LANDSCAPING AND ALL UTILITIES SHALL BE REPLACED IN KIND. Z 6. SEE UTILITY PLAN FOR CONSTRUCTION OF SEWER AND WATER LINES. 0 7. ALL WORK SHALL BE ACCORDING TO CITY STANDARDS. N 0 55\ONA� Fti av 'm I 15189 OF flNNY r�+�� 0 20 40 60 SHEET: - �F ...�� c -1 Scale in CONDITIONAL USE DATE: 7/7/2021 L: \Legend Projects\HB Boys - BK Meridian\-Sheet Files\BK MERIDIAN.dwg - - Jul 07, 2021-3: 45pm d z t M m / r m 0 W Y M LEGEND 2 U 0 d M LOT LINES (PROPERTY) - - - = z W EXISTING CURB AND GUTTER Z d a a z PROPOSED CURB AND GUTTER W d PROPOSED STORM DRAIN LINE SD z a EXISTING STORM DRAIN LINE - -SD- - d PROPOSED SEWER LINE 3 EXISTING SEWER LINE M PROPOSED WATER LINE d EXISTING WATER LINE Z 3 EXISTING FENCE - -X- - 1-4 _ _GRADE_ _ w / GRADE BREAK BREAK Z cc")2 � FINISH GRADE CONTOUR LINES - 4960 0 F ' coo Z oE � 61 / N to M EXISTING GRADE CONTOUR LINES -�- , 4960 z � ��� SLOPE A ' 1 4 FINISH GRADE SLOPE Z E TBC 2556.29 TBC 2556.14 t I W m w OD/ N 4 - M GRADE BREAK GB � W Z s 2 TBC 2556.58 cQ w x 3 a a INVERT ELEVATION IE �l ►n x a 3 TBC 2555.57 y y y S89t 17' 04.88"E W y y TOP OF GRATE TOG 261.513 W y _ - y y BOT 2555.97 TBC 2555.80 y y y y y ° -Ec y y y y y TOP OF ASPHALT TA y y y y y y S S y y y y � y y y I y y y TOP BACK OF CURB TBC �, y y o TBC 2555.86 p IW y TBC 2556.01 y y y y y y d °� _ PROPOSED PROP • TBC 2556.52 1 , TBC 2556.60 o y w y y MI EXISTING EX N I 556 DO TBC 2556.82 TBC 2556.80 y y 2 5 y y y I FINISHED GRADE FG o M N y y y FINISHED FLOOR ELEVATION FFE OD �rn Na 6.36 c� �`' �S y t BACK OF SIDEWALK BOW6.37 TBC 2556.76 /,cLl)o)\o TBC 2557.57 j a o 56.41 TBC 2556.82 TBC 2557.69 TBC 2557.61 ! `� LANDSCAPE AREA ;) o I TBC 2557.54 TBC 2557.61 z 6.707 W 1g� y �� TBC 2557.59 yl - y 25 CONCRETE AREAy y y y TBC 2557.52 CO o. y y 6? ! 285 yo I y s y ° TBC 2557.28 I \ I y y 2 TBC 2557.23 � Ij TBC 2557.33 y o yN y 3 o `II y TBC 2557.90 ^ y y I y �I cV CONSTRUCTION NOTE: - � W W y W TBC 2557.68 y y i y CONTRACTOR AND/OR EXCAVATOR TO PROVIDE AN XML FILE OF THEIR °° g3% y y 1 g5 y y yTBC 2557.90 I �v y y y y 1 o FINISHED GRADE MODEL FOR REVIEW BY LEGEND ENGINEERING. THE y y y y y TBC 2557.17 0' EXCAVATOR'S MODEL WILL BE EXPECTED TO BE WITHIN 0.05f OF THE _ TBC 2557.24 y y y y y y y y y o DESIGN SURFACE. LEGEND WILL REVIEW AND PROVIDE A COMPARISON s•s ys� SS TBC 2557.00 2 91 y y y y y y o } y ss•ci ss•ci ss•ci ss•ci ss•ci ANALYSIS TO BOTH THE EXCAVATOR AND THE CONTRACTOR. TBC 2556.96 y TBC 2557.46 y ly y co GL 1 y y y U) y y y y .1 1 C TBC 2557.11 y y TBC 2557.28 y y y y �o y N TBC 2556.83 y 95% y y y FFE=2558.07 1 ly `� I _ Z5 N y y y TBC 2557.68 6% W y oco .� �° 5� y y y 1 y y yLo O M TBC 2555.94 O l ; y ' y TBC 2557.97 TBC 2557.90 y I y j co` (� TBC 2557.90 y y y TBC 2555.73 y y _ y y y y y yl Ln N oo TBC 2555.72 SS 7 0 y y y " Nm 3 y 2 - TBC 2556.48 y - o Ely y y y y NU o ` ♦ 1 TBC 2556.76 32 gy y yy yW lyy yy y y yy y1 �yNd y- Q M Z Go N bTBC 2556.78 BOT 255564 CD D O BC 2556.42 -�° OT 2555. J ° TBC 2557.06\ IL N� r 2 � OT 2555.50 TBC 2557.13 BOT 2555.50 TBC 2556.72 I y 262.319 y y y y y y y y y y y y y /'✓ ; y w TBC 2556.60 RR y co6 y y y y y JS89• 59' 41.15)1W y y y y y J y y y y y y y y y� y y 3 0 (0 Q ea TBC 2556.70 7 IL I I TBC 2559.22 o�I I I � � Q W GENERAL NOTES: a 0 N I J I 1. CONTRACTOR SHALL CALL 811 PRIOR TO CONSTRUCTION. Z 0 0 I I ) t I 2 EXISTINGO CTOR UTILITYALL LINES AIFY ND SOCATION AND TRUCTTURES PRIOR TOON OF ALL CONSTRUCTION. Z 3. ALL PROPOSED WATER LINES SHALL HAVE A MINIMUM OF 5' OF Q COVER. W 4. ALL SEWER, WATER AND STORM DRAIN PIPES SHALL BE BACKFILLED J t� M WITH SELECT GRANULAR FILL AS PER CITY STANDARDS. Z 5. ANY OFF SITE DAMAGE TO EXISTING ASPHALT, CURB & GUTTER, d LANDSCAPING AND ALL UTILITIES SHALL BE REPLACED IN KIND. M Q Z I 6. SEE UTILITY PLAN FOR CONSTRUCTION OF SEWER AND WATER LINES. 7. ALL WORK SHALL BE ACCORDING TO CITY STANDARDS. m Q Z O1 CURB INLET CATCH BASIN 7 DETENTION BASIN 0 RIM=2555.07 O BOT=2555.50 N IE=2552.07 HWE=2556.00 N VOLUME REQUIRED=4,000 CF , W 2O CURB INLET CATCH BASIN VOLUME PROVIDED=220 CF IN POND + 3,780 CF IN RIM=2555.64 SEEPAGE BEDS IE=2551.55 3O CURB INLET CATCH BASIN RIM=2555.44 IE=2552.44 Sg\ONAC F 4O 18 CORRUGATED HDPE PIPE �vGENS ;r a m 5 INLET CONTROL STRUCTURE I 15199 RIM=2555.97 IE=2551.05 'p p 0 20 40 60 6O INLET CONTROL STRUCTURE OF @ kD RIM=2555.60 1" = 20' IE=2552.18 Scale in Feet SHEET: C-2 L: \Legend Projects\HB Boys - BK Meridian\-Sheet Files\BK MERIDIAN.dwg - - Jul 07, 2021-3: 45pm CONDITIONAL USE DATE: 7/7/2021 LLF--j Legend Z m z Symbol Description Remarks w 3/16" x 6" Steel Edging / Install In Straight True Lines And Uniform Curves, & Between All Green Or Natural Color Mulch Changes. Compact Sub—grade To 90% Prior To Installation. V) z y LAWN New Lawn Area — Drought Install In Areas Shown And Over A Topsoil Depth Of 4 Inches. 0 ° a Tolerant Grass Mixture Grade All Areas To A Smooth Surface Prior To Installation. > v w a o X ° ++i New Shrub Area — Bark Mulch Install In Areas Shown To Depth Of 4 Inches Over "DeWitt" Brand w + + + + + + + + a + Li Or Decorative Stone Weed Barrier Fabric (If Rock), No Fabric If Bark Mulch. Z — — - + — + + + _ + + + + + + ® Cobble Rock Area / 4" Size Install In Areas Shown To Depth Of 6 Inches Over "DeWitt" Brand w +* ++++ ++++ ++* Rounded Cobble / Earth Tone Weed Barrier Fabric. Approved Cobble To Be From Local Source. + + + + + + + O LAWN Z a + I. ++++ PLANT LIST ( Trees) Quan. Symbol Botanical Name Common Name Size Remarks LAt�!N•. 6 Acer truncatum platanoides Pacific Sunset Maple 2", Caliper Full Head Crown Sight Triangle 10 —12 Height Straight Trunk Z (20'x10') I t� 7 Gleditsia trioconthos Thornless Honeylocust 2" Caliper Full Head Crown W 10'-12 Height Straight Trunk W Z 3 Picea pungens Colorado Spruce 6' Min. Height Full Throughout '—' x C) 0 . . . B & B Specimen Z o f + + + + Q 3 Prunus virginiana Canada Red Canadian Red Cherry 2 CaJiper Full Head Crown o l + + + Q; 8'-10 Height Straight Trunk Q + + + _ CO Lo + + O Z E� � � L ++++ + SAWN.` ......: +:' + (� + + + 9 Pyrus calleryona Chanticleer Chanticleer Flwg. Pear 2, CaJiper Full Head Crown w x rw + r + + + + + + + 8 —10 Height Straight Trunk w z W aao3 r + + + + r, Lo + + + + :LAWN.. I r-i + + - Planting Notes + + + + + + + + + + + + + + + + + + + + + + + + + + 1. All shrub planting areas shall receive a 4 inch depth of topsoil. If topsoil material is not available on— + + + + + + + I R site, it must be imported from an approved local source. All topsoil shall be of a sandy loam consist— + + - + + + + + ency. Provide chemical analysis for all topsoil for approval. » Q + + I [� 2. Prior to placement of topsoil, all subgrade areas shall be loosened by scarifying the soil to a depth of 6 + + + + + +++++++++++ + I inches, by the use of mechanical means, in order to create a transition layer between existing and new +++++++++++ + soils. + _ •.LAWN :..: ++++++++++++ +,+ + 3. All plant material holes shall be dug twice the diameter of the rootball and 6 inches deeper. Excavated E-1 ® + + + + + + + material shall be removed from the site. + + 4. Plant backfill mixture shall be composed of 3 parts topsoil to 1 part humus additive (Soil Pep/or equal), ` _ ® ++++ +++++++++ nig, _ and shall be rotary mixed on—site prior to installation. II',! - ++++ ++++++`+++ + I 5. Plant fertilizer shall be 'Agriform' brand 21 gram tablets used as per manufacturers recommendations. I� + + + + + +�+ + + + , + + + + + + + + + 6. All trees shall receive an Arbor Guard trunk protector, or equal, and have a 36 inch diameter plant free �� + + + + + + + + + + + + + �I + + o ❑ o ++ ++ ++++++++ +++++ I ring surrounding. All trees shall be staked for wind protection, unless otherwise indicated. Ij ° + + + + + + + 7. Upon completion of planting operations, all shrub pits and tree wells shall receive a 4 inch depth of �I + + + + + + + + + + ++ + + + +'+`+++' shredded bark mulch mixture as a cover. The overall shrub beds themselves (beyond plant wells) shall + + receive a 4 depth of decorative stone surfacing over Pro-5 weed barrier fabric, or shredded bark mulch + + + + + + + + + applied directly to the ground surface. All areas shall have a pre—emergent herbicide applied prior to + + + + + + + + placement of the type of mulch. + + + + + + + + + + + + r + + I 8. In decorative stone beds, cut the fabric from around the water well of each plant, then apply fine ground Sight Triangle ++++'+ ++++ ++++ +:._ I bark inside water well. The remainder of the planter bed shall receive the depth of decorative stone. ' + + + + + + 9. Landscape maintenance shall be required for a period through the second mowing of the lawn (30 days (20 x10 ) +++ '+++++ + •+ ++ minimum) and shall include mowing, weeding, pruning and one fertilization. +++ T T T + - T T + + +++ + + ++++++ + + +++ 10 The contractor shall comply with all warranties and guarantees set forth by the Owner, and in no case — — ++� + +- — — — shall that period be less than one year following the date of completion and final acceptance. LAWN � '. . LAWN + "t_ r + .+++++ ++++++++ General Notes 1 All bidding landscape contractors shall have a minimum of 5 years experience in the installation of com— mercial landscape and irrigation projects, and be able to supply the necesorry staff to perform all tasks associated with these drawings, and in a professional and timely manner. (_0 2. The landscape contractor, at all times, shall have personnel on—site experienced in being able to interpret Z Tree Calculations the drawings correctly, and accurately measure the design layout using the specified scale. 3. The contractor shall verify the exact location of all existing and proposed utilities, and all site conditions 0 16 32 48 STREET FRONTAGE (Ten Mile Road) 144 L.F. prior to beginning work. The contractor shall coordinate his work with the project manager and all other contractors working on the site. 0 Trees Required 4 (1 Per 35 L.F. Frontage) 4. The finish grade of all planting areas shall be smooth, even and consistent, free of any humps, depres— Z Scale in Feet : 1/16"=V-0" Trees Provided 4 sions or other grading irregularities. The finish grade of all landscape areas shall be graded consistently Q Z TREE SPECIES (28 Total Trees Provided) 1/2" below all walks, curbs, etc. W 5. The contractor shall provide all materials, labor and equipment required for the proper completion of all __1 _ Tree Species Required 3 landscape work as specified and shown on the drawings. EL 0 Tree Species Provided 5 6. All plant materials shall be approved prior to planting. The Owner/Landscape Architect has the right to 01:� reject any and all plant material not conforming to the specifications. W 7. The contractor shall plant all plants per the planting details, stake/guy as shown. The top of the root— W balls shall be planted flush with the finish grade. ^ Q Q U O U� 0::� � Z � W Q z C� w J � � DEWITT PRO-5 WEED FABRIC II Z DEWITT PRO-5 WEED FABRIC APPLY PRE—EMERGENT 1 APPLY PRE—EMERGENT HERBICIDE BENEATH SOIL HERBICIDE BENEATH SOIL N 4" DECORATIVE STONE N 4" x 6" CONCRETE 4" DECORATIVE STONE 3/16"x6" STEEL EDGE OR BARK MULCH 1 O EXISTING/FINISH GRADE 2 STRANDS #12 GALV. WI ° NATURAL COLOR MOWSTRIP OR BARK MULCH If RUBBER HOSE FRICTION GUAR FINISH GRADE BARK MUCLH (4" DEPTH) FINISH GRADE 3/4" �* a 3/4" (3) POLES (TRIANGULAR ) SPACED FENCE,: IN PLANT WELL LENGTH BOULDER: FIRMLY SET, NO ANGLES �,w �, VARIES PLANT WELL (6" DEEP) OF UNDERSIDE VISIBLE. 4 4`�'w BARK MULCH (4" DEPTH) a d O O DRIVE INTO UNDISTURBED SUBGRADE FINISH GRADE ) IN PLANT WELL O llll lll�i " llll I �'' HEIGHT FINISH GRADE o� u PLANT WELL (2" DEEP) O O FT FINISH GRADE R 0 B I LL ( ABOVE FILL) ii �lllllllllllllll" TdPSOIIL PLANTING 4„ � � MIX TO BE INSTALLED OOT BALL (1" ABOVE BACKFILL) OUND ENTIRE ROOTBALL TObSbIL'PLANTING MIX TO BE INSTALLED NOTE: USE CARE TO MINIMIZE MARRING & SCRATCHING. OUND ENTIRE ROOTBALL NOTE: SMOOTH GRADE ENTIRE AREA PRIOR TO PLACEMENT. NOTE: SMOOTH GRADE ENTIRE AREA PRIOR TO PLACEMENT. 1 Landscape Boulder 2 Shrub Planting r2"*`IIIIIIIIIIIII�ll� Mowstrip / Mulch 3 Steel Edging Mulch 4 Tree Planting 7U L-1 N- T. S. L-1 N. T. 5. L-1 N, T. 5. - N. T. s. - N. T. 5. SHEET: L — I DATE: July 8, 2021 NG tu Mc QN 2 3 11+23'-0" tu ROOFTOP EQUIPMENTSCREEN. PAINT TO MATCH 2TOP OF SIGN COLU SIGN VENDOR'S SILVER SIGN METAL BAND. S_3 3.0 A3.0 �0.3 z SIGN 2'-1 2'-0 LINE OF ROOF DECK p MTL-3 SIGN n w 'w +18'-2" UPPER ROOF T.O. COPING r w a � TOP OF COPIN lu AME GRI INCE �I - zz J a COPING PARAPET LIGHT BAND r^ Ln iu MC-3G VENDOR OVED w w �/J T.O. PATIO OPTIONAL PAINT TOP IN w _ FRAMING �.OF STOREFRONT CANOPY SCREEN - - - - - MTL-3 CBEYOND) (BEYOND) 0 -1 - - w CANOPY- BEYOND a W B.O. STOREFRONT 4 � T.O. STOREFRONT BOT. OF u n O CANOPY tu z 77777 7 w az � o MR STOREFRONT O O 0 0 FRCEI S GL-I o � � O Zn OA w tu � � rl � �• 00 wLu 4 4 +01-011 hL I LD (L T.O. SLAB _611 w NORTH ELEVATION D WALL- BEYOND STEEL COLUMNS GLAD PANELS P-� WITH TO MATRCH E METAL ,5GALE: 1/4'' = 1'-0" FRc-1 a 0 STOREFRONT tu � E E .1 1= � x � X 1 ROOFTOP EQUIPMENT = w i COPING �.5 3.0 SCREEN. PAINT TO MATCH ~ N MC-3G * SIGN VENDOR'S SILVER SIGN TOP OF 6 IGqv A LINEMETAL BAND. 1 � � LINE OF ROOF DECK S-1 EC< G COLUMN i 3.0 LIGHT FI ROOF D REFERENCE 6. o UPPER ROOF PATIO CANOPY i REFLECTED CEILING PLAN i BYORNDROOF u Lu MTL-3 FL_3 ROOF SCUPPERS: MTL-3 o O REF. SHEET A-5 I � z .. P-� U ROOF PATIO CANOPY PPER R i S'-2" MTL3 TOP OF CO PI BEYOND - +ITOP OF �- z � Z COPING P-1 i MTL-3 i � o � COPING- BEYOND SIGN MC-3G ►� S-1 EQ JAL EQUAL DRIVE THRU TOP OF BEYOND Lu CANOPY-CANOPY I A T S G_ i TOP OF N 'tt O R PE S I RAM INGT D PA MTL-2 SIGN- BEYOND 0 � Z W �� o z S-1 B.O. CANOPY T.O. STOREFRONT STOREFRONT BOT. OF w �I 2'-(0" N CANOPY =3 FRC DRIVE THRU (K w CANOPY Q d MTL-2 z z �■�L Q p � STOREFRONT PANELS- BEYONDcoo FRG-1 PANELS- ❑ PANELS Q p O BEYOND O3 Oo ] 12 FRC-1 t q w �� O FRG-1 O W� PANELS- BEYOND FRG-1 d � O p �,Y o � +0'-0" +0'-0" o T.O. SLAB w T.O. SLAB (L LL WALL OPTIONAL STEEL COLUMNS CLAD WITH PANELS 2 -6 GAS SERVICE ELECTRICAL SERVICE P_� SCREEN BRAKE METAL TO MATCH FRG-I STUCCO FINISH ENTRANCE ENTRANCE tu MTL-I STOREFRONT FRC CS-I WE S T ELEVATION. ~ � 11 1 E A6 I ELEVATION � � � � 2 �C�LE= 1/4" = 1'-O" 1 COPING- BEYOND � Q 1 &CALE: 1/4" = 1'-0" (n 2 1 MC-3G ° � B C +23'-0" w n -2 A/o.2 ro.3 A3.0 3.0 TOP OF SIGN O :z i I COLUMN w wO i i I DRIVE THRU i UPPERRO P ROOF i OFTO EQUIPMENT SIGN- BEYOND CANOPY MTL-3 SCREEN. PAINT TO MATCH MTL-2 I SIGN VENDOR'S SILVER LINE OF ROOF DECK F-� METAL BAND. m n +IS -2 � w o lUl-Il PARAPET LIGHT BAND T.O. COPING w p BY APPROVED COPING VENDOR MC-3G �/ tu0 LLI DRIVE THRU - - B.O. CANOPY Z w X TERMINATE 'CS-1' FINISH AT � Ca � - - - - - - - - - -CANOPY �, OUTSIDE CORNER w >- _ - SIGN n 4 MTL-2 T.O. d > CONTINUE STOREFRONT ca CONTINUE 'FRG-I' PANEL PANEL FINISH THOUGH +10_6 '� w -4 FINISH THOUGH THIS WALL THIS WALL I STOREFRONT w CANOPY O MTL-3 � O I P-1 OPTIONAL w o D D SCREEN n w STEEL PIPE BOLLARD: REFER TO I PANELS- BEYOND z SHEET S-1 I FRC-1 d � p � A2 .0 LLz +0 -0 w T.O. SLAB N w STUCCO FINISH ALIGN HORIZ. STUCCO REVEAL W/ STUCCO FINISH 4'-6" z o o. D DESCRIPTION EVERY OTHER FI;RCREF H TO PANEL 5OUTH ELEVATION O 4 z �iv2i CS-1 REVEAL- TYP. REFER TO DETAIL 7/A1.1 CS-I � z &GALE: 1/4" = 1'-0" a o � z 40 ua � 1 ua O N EXTERIOR 1 IET,4L EXTERIOR r-:;L,4ZING EXTERIOR FAINT AND Vl1ddZ LTACT: RICK GARLIN parlireplocl.corn EXTERIOR CE1 IENT PLA&TERINC; EXTERIOR FACED FANELS � MTL-1 ARCHITECTURALLY-EXPOSED ALUM. FRAMING TL-3 METAL COMPOSITE MATERIAL PANEL GL-I ALUMINUM-FRAMED STOREFRONT P-I PAINTING P-4 VINYL GS-I CEMENT STUCCO FRC-1 FIBER REINFORCED CEMENT PANELS o DESCRIPTION: ALUMINUM EXTRUDED DESCRIPTION: COMPOSITE ALUMINUM PANELS DESCRIPTION: ALUMINUM WINDOW WALL SYSTEM MANUFACTURER: PPG MANUFACTURER: 3M DESCRIPTION: GREY EXTERIOR FINISH DESCRIPTION: HERITAGE WARM TEXTURED PANELS 0 CONTACT: APPROVED SIGN VENDOR MANUFACTURER: APPROVED SIGN VENDOR MANUFACTURER: TIRU-LITE OR EQUAL COLOR: PPG BK FLAMING RED TYPE:WO0D GRAIN MANUFACTURER: STO OR APPROVED EQUAL MANUFACTURER: NICHIHA u SIZE: VARIES COLOR/FINISH: SILVER ACM FINISH: ANODIZED ALUMINUM, CLEAR GLAZING LOCATION: RED STRIPE COLOR: WG-1222 CONTACT: TIM SALERNO, 4m-1.466.53-11 CONTACT: ANDREW BRIGGS, abricegsiarichiha.com, (] (4 W a COLOR: WOOD GRAIN LOCATION: SILVER BAND OVERHANG LOCATION: DINING AREA - REFER TO ELEVATIONS NOTE.-RED BRAND ACCENT PAINT FINISH: VINYL COLOR: P-2 6-l8.6541002 O a FINISH: 3M VINYL SIMULATING WOOD FOR EXACT LOCATIONS P-2 PAINTING LOCATION: HANDCRAFTED FINISH: SMOOTH FINISH MATERIAL:VINTAGE WOOD fL W LOCATION: HANDCRAFTED SCREENS OTE-4 EXTERIOR TRELLIS O MANUFACTURER: PPG SCREENS AND DRIVE THROUGH LOCATION: DINING ROOM (DRIVE-THROUGH SIDE) COLOR: CEDAR EPC-l62F no a OQ U DESCRIPTION: OPEN METAL TRELLIS EQUIPMENT. CS-2 CEMENT STUCCO LOCATION: KITCHEN EXTERIOR 4 I�y Ln MTL-2 METAL ROOF PANELS MANUFACTURER: APPROVED SIGN VENDOR COLOR: PPGlm21-4 DIVERSION O N O GL-2 DRIVE THRU WINDOWS NOTE:EXTERIOR GREY ACCENT PAINT P-� PAINTING DESCRIPTION: BROUJN EXTERIOR FINISH DESCRIPTION: METAL FLAT SHEET ROOFING COLOR/FINISH: MANUFACTURER: STO OR APPROVED EQUAL RED 0 O DESCRIPTION: SELF-CLOSING, SINGLE SLIDING WINDOW MANUFACTURER: PG 0- P w MANUFACTURER: BERRIDGE LOCATION: MANUFACTURER: READY ACCESS MODEL #2�5 OR COLOR: PPG6-23m LEAFING SILVER ALUM CONTACT: TIM SALERNO, 4m-1.466.5371 o . QUIKSERV MODEL #SC4(U3m FRONT ELEVATION P-3 PAINTING W � N CONTACT: APPROVED SIGN VENDOR MANUFACTURER: FARROW 8 BALL FINISH: TEXTURED COATED METAL COLOR: P-3 w U ? COLOR: RED BRAND ACCENT COLOR: MANOR HOUSE GRAY NO.265 LOCATION: EXTERIOR SILVER BAND OVERHANGFINISH: SMOOTH FINISH > Q FINISH: TO MATCH P-1 LOCATION: BOLLARDS, TRASH AREA LOCATION: KITCHEN EXTERIOR 0 LOCATION: DRIVE THRU GANOPY NOTE:EXTERIOR DARK WOOD TONE PAINT 1p W Ln tu w W O O u fa ffQ to Wo H � � Lu 00 fYo N �. ° I N o Wz ~ oo 00 X w � N Qz w w u- o � w � > z ui 0 Q fL w �- to X 1w � N Lu � U U � U � O ° u�� (YZ � oO� , Z _ p wtlw � Q �o �o 0 > Lu W � u - u �` LLIW z uJ OC ° - Q Qz � Q o � � Z a �- � U O � � O w � � LL � z tu � O N w d4 O >- LLI Q f fY `� C) LLI w O ]C fY O p Z cD� � LU > QU �s) W p Z w p JUL NLLI lu N lu zo LLI lu >- X a -q LLI Q z > �o as zQ wLu wI zo � o dz No wQ f1 U Nw N� O � S A2 .1 ! z u ° Wi:: � U ua Z O. DATE DESCRIPTION Z 00 /v/l6/21 qz Q � � 0 -Az 40 Y r - 4 . I RIMANG IV -tea >i..' .. '. � '_ - � �t `Q' � ! .^ .A."'+ /. '� • . y ^ .It Pk iL fr LA U-7 IL r Vr �� f v Y : fi.F �� r f Y y`R- Mir � c�( �� f. �' •. r X �K � 'l ■ bw r 7 1111/ 1111/ 1111/ . III, � Y Y IL a � Z M m d \ m 0 LE Y U co 0 O LIL — — a PROPERTY/ROW LINE EXISTING CURB AND GUTTER z IL a 0 PROPOSED CURB AND GUTTER w d PROPOSED STORM DRAIN LINE z M EXISTING STORM DRAIN LINE PROPOSED SEWER LINE SS EXISTING SEWER LINE - -SS- - a ID PROPOSED WATER LINE W M EXISTING WATER LINE -W z EXISTING GAS LINE - -G- - 0., d M INVERT ELEVATION IE W W PROPOSED PROP Z CO c\j 0 F � "to FINISHED FLOOR ELEVATION FFE x I a z � E- 9 a N M EXISTING FIRE HYDRANT � W zCD °0 as tiv� O I � c ►n._ a I I EXISTING WATER VALVE z F c� I W EXISTING WATER METER WM [ w z co N a ►CQnxa3 EXISTING SEWER MANHOLE SS _S89° 17' 04.88"E _ _gyz - _. ,.261.513_ r- — — — — —i I PROPOSED FIRE HYDRANT EG a N -SD----_SD EG i PROPOSED WATER VALVE N S D I PROPOSED WATER METER • WM a. wl N i i MI PROPOSED SEWER CLEANOUT p N I I I II o I I PROPOSED SEWER MANHOLE OS L rO n I _ N tG M I M SEWER DESIGN NOTES: I n � ZI a l I O INSTALL 6"0 PVC SDR-35 SEWER PIPE AT 2% MINIMUM s PER APWA PLAN 431. I I n j al O INSTALL 4" CLEANOUT PER APWA PLAN 431. °° I O n Qnnn END ALL UTILITIES 5' FROM BUILDING, SEE PLUMBING PLANS a N L 3 1 I II � o FOR CONTINUATION -co + -1 W FL W W F W �I ® INSTALL 1,500 GAL. GREASE TRAP PER APWA PLAN 441. RIM=2556.03 a r J 6 6 2 7 IE=2553.00 j i N IE OUT=2551.38 I d I I it o I 1 _ I I � 36"GI 36"GI 36"GI 36"GI 36"GI N s~s s SS S S N INSTALL SAMPLING VAULT PER APWA PLAN 411. °° i _ RIM=2555.93 fip a I I 4 i IE OUT=2550.84 N I S 5 3 FFE=2558.07 © CONNECT TO EXISTING SEWER STUB. Sn 00 "CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR 16.00 CITY OF MERIDIAN 7 �' 4 . �- -- I i I TO ANY CONSTRUCTION." a. � I II WATER AND SEWER EASEMENT PER INST. cq SS SS SS N0. 2019-077073 FDC LOCATION I �1 1 I M C0 IE=2553.00Go N I I Z 0 N IILI Q I n _ I n N s — — — 262.319 — — — — — — — — i WATER DESIGN NOTES: 00 S89' 59' 41.15"W M 1 INSTALL 2"0 HDPE 3408 SDR-9 POLY WATERLINE. Z d ❑ INSTALL 6"0 C-900 PVC FIRE LINE. < W J co 1A INSTALL 2" WATER METER PER APWA PLAN 522. a M s I ❑ END ALL UTILITIES 5' FROM BUILDING, SEE PLUMBING PLANS 0Q Sn FOR CONTINUATION Z 00 cli 0 a M ❑ 2" TAP AND CORP STOP FOR CULINARY WATER CONNECTION. ❑6 6" REDUCER CONNECTION AFTER EXISTING VALVE. � J °° ❑7 W 45° BENDS W/ THRUST BLOCKS PER APWA PLAN 561. •� " Z m Z a � M N N O,^^ 36"GI 36"GI— W d d a RN TONAL a �� \GENS GENERAL NOTES: a 1. CONTRACTOR SHALL CALL 811 PRIOR TO CONSTRUCTION. i 15199 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITY LINES AND STRUCTURES PRIOR TO CONSTRUCTION. �9�OF 3. ALL PROPOSED WATER LINES SHALL HAVE A MINIMUM OF 5' OF COVER. 0 20 40 60 4. ALL SEWER, WATER AND STORM DRAIN PIPES SHALL BE BACKFILLED SHEET: WITH SELECT GRANULAR FILL AS PER CITY STANDARDS. �" = �Fe'et 5. ANY OFF SITE DAMAGE TO EXISTING ASPHALT, CURB & GUTTER, Scale in C-3 LANDSCAPING AND ALL UTILITIES SHALL BE REPLACED IN KIND. d 6. SEE UTILITY PLAN FOR CONSTRUCTION OF SEWER AND WATER LINES. L: \Legend Projects\HB Boys — BK Meridian\_Sheet Files\BK MERIDI dwg — — Jul 07, 2021-3: 46pm 7. ALL WORK SHALL BE ACCORDING TO CITY STANDARDS. CONDITIONAL USE DATE: N. 7/7/2021