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Home My WebLink AboutACHD Transmittal (A-2021-0031)Applicant name:JOHN DAVIS, LAYTON DAVIS ARCHITECTS Phone: Applicant address:2005 E 2700 S, SUITE 200, SALT LAKE CITY, UT 84109 Email:john@laytondavisarchitects.com Owner name:JOHN FINK, CENTERCAL PROPERTIES Phone:Fax: Owner address: 140 N UNION AVENUE, STE 225, FARMINGTON, UT 84025 Email:jfink@centercal.com Administrative Applicant Information Type of Review Requested File number:A-2021-0031 Assigned Planner:Sonya Allen Related Files: Subject Property Information Location/street address:3243 E VILLAGE DR Assessor's parcel number(s):R1343720600 Township, range, section:3N1E4 Agent name (e.g. architect, engineer, developer, representative):JOHN DAVIS Firm name:LAYTON DAVIS ARCHITECTS Phone:Fax: Address:2005 E 2700 S, SUITE 200 Email:john@laytondavisarchitects.com Contact name:Phone:Fax: Contact address:Email: Project/Application Name:Village at Meridian Cafe Rio Drive-through - DES, CZC Description of Work:Scope of work for this project will be the new construction of a 4 tenant retail building with a drive thru. Project Description Planning Division ADMINISTRATIVE APPLICATION 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 1 APPLICATION TYPES Alternative Compliance - ALT:UNCHECKED Certificate of Zoning Compliance - CZC:CHECKED Does project have prior approval?:Yes Does your project contain new construction and/or modifications to an existing building or the site?: Yes Design Review - DES:CHECKED Private Street - PS:UNCHECKED Vacation - VAC:UNCHECKED ADDRESS VERIFICATION Address Verification Permit Number:LDAV-2020-0633 TYPE OF USE PROPOSED Residential:UNCHECKED Office:UNCHECKED Commercial:CHECKED Employment:UNCHECKED Industrial:UNCHECKED Single-Family Detached:UNCHECKED Single-Family Attached:UNCHECKED Townhouse:UNCHECKED Duplex:UNCHECKED Multi-Family:UNCHECKED Vertically Integrated:UNCHECKED PUBLIC WORKS INFRASTRUCTURE Does this project require the extension of public infrastructure?:No I agree to upload required checklist items for review:UNCHECKED I acknowledge deferral of the required checklist items, may require additional review time: UNCHECKED I agree to upload required checklist items with the building application:UNCHECKED PROPERTY INFORMATION General Location:The Village At Meridian Current Land Use:Vacant Total Acreage:42,190 sqft Prior Approvals (File Numbers):H-2020-0101 ZONING DISTRICT(S) R-2:UNCHECKED R-4:UNCHECKED R-8:UNCHECKED R-15:UNCHECKED R-40:UNCHECKED Application Information 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 3 C-N:UNCHECKED C-C:UNCHECKED C-G:CHECKED L-O:UNCHECKED M-E:UNCHECKED H-E:UNCHECKED I-L:UNCHECKED I-H:UNCHECKED O-T:UNCHECKED TN-C:UNCHECKED TN-R:UNCHECKED County:UNCHECKED PROJECT INFORMATION In Reclaimed Water Buffer:No QUALIFYING OPEN SPACE Open Grassy Area (min. 50' x 100'):UNCHECKED Community Garden:UNCHECKED Ponds or Water Features:UNCHECKED Plaza:UNCHECKED Additions to Public Park:UNCHECKED Collector Street Buffer:UNCHECKED Arterial Street Buffer:UNCHECKED 8' or 6' Wide Parkways:UNCHECKED 10' Parkway Along Arterials:UNCHECKED Stormwater Detention Facility:UNCHECKED QUALIFYING SITE AMENITIES Clubhouse:UNCHECKED Fitness Facilities:UNCHECKED Enclosed Bike Storage:UNCHECKED Public Art:UNCHECKED Picnic Area:UNCHECKED Additional 5% Open Space:UNCHECKED Communication Infrastructure:UNCHECKED Dog Owner Facilities:UNCHECKED Neighborhood Business Center:UNCHECKED Swimming Pool:UNCHECKED Children's Play Structure:UNCHECKED Sports Courts:UNCHECKED Pedestrian or Bicycle Circulation System:UNCHECKED Transit Stop:UNCHECKED Park and Ride Lot:UNCHECKED 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 5 Walking Trails:UNCHECKED APPLICATION DISCLAIMER I have read and accept the above terms:CHECKED Your signature:John Davis 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 7 1W W W W W W W W W W W W W W 8''SS8''SS8''SS8''SS8''SSIVIVIVEIVIVIVIVIVIVTETTTIVIVIVIVIVIVIVEMTRWVWVWMTRWVWVWVSSS SSUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD 12''W12''W12''W12''W12''W12''W12''W12''W12''WSD SDETDDMWMWMWMWMWDDDDDD1TENTANT SPACE 1 5MECH.4Room6FIRE RISER 3Room2Room PIRRPIRRPIRRPIRR PIRR12''SD12''SD12''SD12''SDSDSD8''SD CO8''SD 8''SD 8''SD 8''SDCOFSFSFSFSFS FS FSFSFSFSFSFSCOCOG G GGGGGGGG GSDGB1.5%1.8%2.1%2.0%1.7%1.8%2.0%1.5%2.0% 1.7% 2. 7 %1.9%1.4%2.9%1.6%3.0%2.6%1.1%1.1%1.7%2627262826272628 2627262726282628 2627 262826282628 2627 2 6 2 7 26272627262726272628262726262627 2 6 2 7 2628 TYPE I INLET PROTECTION INSTALLED DURINGTHE INSTALLATION PROCESS TO BE REMOVEDAFTER FINAL STABILIZATIONCONSTRUCTION ENTRANCETO BE INSTALLED PRIOR TOEARTHWORK OPERATIONSAND REMOVED PRIOR TOFINAL PAVING BASEINSTALLATION.25.0%25.0%STAGING AREAEQUIPMENT ANDMATERIAL STORAGE,WASTE DISPOSALAREA, AND WORKMANPARKINGTYPE I INLET PROTECTION INSTALLED PRIOR TOEARTH DISTURBING ACTIVITIES AND TO BEREMOVED AFTER FINAL STABILIZATIONTYPE I INLET PROTECTION INSTALLED PRIOR TOEARTH DISTURBING ACTIVITIES AND TO BEREMOVED AT INLET REMOVAL.TYPE I INLET PROTECTION INSTALLED DURINGTHE INSTALLATION PROCESS TO BE REMOVEDAFTER FINAL STABILIZATIONTYPE I INLET PROTECTIONINSTALLED PRIOR TO EARTHDISTURBING ACTIVITIES AND TO BEREMOVED AT INLET REMOVAL.TYPE I INLET PROTECTION INSTALLED DURINGTHE INSTALLATION PROCESS TO BE REMOVEDAFTER FINAL STABILIZATIONSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFINSTALL SILT FENCE AT BACK OF CURB PRIOR TOEARTH DISTURBING ACTIVITIES AND TO BE REMOVEDFOR NEW CURB AND ASPHALT BASE INSTALLATION.2.3%1.0%3.5%29.5%0.6%0.6%0.9%1.9%FWFWFWFW FW FW FW FW FW FW FW FWFWFWINSTALL 8" FIBER ROLLAT BACK OF SIDEWALKPRIOR TO EARTHDISTURBING ACTIVITIESAND TO BE REMOVED ATFINAL STABILIZATION.CONCRETE WASHOUTPORTABLE RESTROOMS -ANCHOR TO GROUND TOPREVENT VANDALISM1.2%1.1%0.4% 2. 0 %1.2%1. 3 % 2628 2628Horizontal Scale: 020'40'1" = 20'ESC Site PlanCR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability 01.04.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR MERIDIAN, ID 83646 AJ Village at Meridian 20.036BUILDING SHELL File Location: g:\2020\120123\cad\120123 cd c150 esc site plan.dwgLast Plotted By:roger collinsDate Plotted: Monday, January 4 2021 at 09:55 AM CONSTRUCTION SETESC SITE PLANC1.50CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability 01.04.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR MERIDIAN, ID 83646 AJ Village at Meridian 20.036BUILDING SHELL OWNER/ DEVELOPER: MERIDIAN CENTERCAL, LLC1600 E. FRANKLIN AVE.EL SEGUNDO, CA 90245 CONTACT: JOHN FINKPHONE: 310.563.6900CONTRACTOR: TO BE DETERMINEDCONTACTADDRESSCITY, IDAHO ZIPPHONE:ONSITE ESCCOORDINATOR: COMPANYNAMEPHONE: (CELL)PLAN PREPARER: ROGER COLLINSLICENSE NO: CON 09-00260EXPIRATION: 08-29-2021THE LAND GROUP, INC.462 E. SHORE DR., STE. 100EAGLE, IDAHO 83616PHONE: 208.939.4041 SIGNATURE: ____ DATE: 1.4.2021PROJECT ENGINEER: THE LAND GROUP, INC.462 E. SHORE DR., STE. 100EAGLE, IDAHO 83616PRIMARY CONTACT: JASON DENSMER, PEPHONE: 208.939.404126982698EXISTING GROUND CONTOUR (FIVE-FOOT INTERVAL)PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL)ESC/SWPPP Legend:APPROXIMATE LIMIT OF DISTURBANCEContact Information1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENTMUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS.2. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON ASPRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVETEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED. IF THE DISTURBED AREA IS MORE THAN 5 ACRES, STABILIZATION MUST OCCUR WITHIN7 DAYS.2.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZENGROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON ASPRACTICABLE.2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED,AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARYSTABILIZATION MEASURES DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE.THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALLDISTURBED AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVEDICTATE OTHERWISE:MULCHING (BMP 15) - APPLY STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TODISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR ACOMPLETE DESCRIPTION, :3. GEOTEXTILE (BMP 17) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREASTO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETEDESCRIPTION, :4. MATTING (BMP 18) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREASTO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETEDESCRIPTION.Soil Stabilization1. ALL STORM WATER WILL BE CONTAINED ON SITE.2. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF ASTORM EVENT PRODUCING 0.25 INCHES OR GREATER - OR - ONCE EVERY SEVEN DAYS.INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF:A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, ORB. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, ORC. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGHSEPTEMBER) IN ARID AREAS AND SEMI-ARID AREAS.3. DEWATERING IS NOT EXPECTED FOR THIS SITE . ONSITE ESC CONTRACTOR IS RESPONSIBLE FORALL NON-STORMWATER MANAGEMENT.4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE SWPPPRESPONSIBLE PERSON.5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA.WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER OR A SIMILARLY EFFECTIVEMEANS TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHENNOT IN USE AND AT THE END OF THE BUSINESS DAY. DISPOSE AT A FREQUENCY ACCORDING TOCONTAINER SIZE.6. WORKMAN SHALL PARK ON THE AREA DESIGNATED AS WORKMAN PARKING OR AN OFF-SITELOCATION IF PRE-APPROVED.7. ALL DROP INLETS, CATCH BASINS, AND CURB INLETS NOTED ON PLAN SHALL HAVE INLETPROTECTION PROVIDED. SEE THE SWPPP PLAN DETAILS ON SHEET C1.55 AND MANUFACTURESGUIDELINES FOR INSTALLATION INSTRUCTIONS.8. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS ASPOSSIBLE. ANCHOR TO PREVENT VANDALISM.11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMEDDURING CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL NOT REMAIN ONPERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOTDRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED SLURRY ANDCUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER ORSURFACE WATER QUALITY STANDARDS.12. SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATIONMEASURES.13. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION.EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BY THE OWNER) AT APRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TOBE STABILIZED PER BMP #9,14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC.15. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITERESPONSIBLE PERSON.16. TOTAL DISTURBED AREA IS APPROXIMATELY 1.29± ACRES.17. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HASREVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTSAND CONDITIONS CONTAINED HEREIN.ESC General Notes:SFSFSILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BESTMANAGEMENT PRACTICES BMP #65. SEE DETAIL ON SHEET C155.FWFIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BESTMANAGEMENT PRACTICES BMP #64. SEE DETAILS ON SHEET C1.55.CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORMWATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEETC155.PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORMWATER BEST MANAGEMENT PRACTICES BMP #50.DROP INLET PROTECTION PER BMP #13, SEE SHEET C1.55 FOR DETAILS.MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHOCATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37.PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OFSTORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASEMATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TOREMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT.SEE SHEET C1.55 FOR DETAILS.LANDSCAPE STABILIZATION AREAS (PLANTINGS AND ROCK MULCH) PERTHE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENTPRACTICES BMP #32, COORDINATE WITH LANDSCAPE SHEETS.AREA TO BE STABILIZED WITH ASPHALT SEE MATERIALS PLAN SHEETC2.00 FOR MATERIALS AND DETAILS.Note: This project meets the requirements for aLow Erosivity Waiver for Small ConstructionProjects:·Disturbed Area is less than 5.0 ac·The Erosivity Index is 2.24 which is belowthe threshold of 5.0The above is based on a start date of 2.15.2021and an end date of 7.1.2021 - if theconstruction time increases, a new calculationwill need to be completed.