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Civil Site Plan1008 W Main St Boise, Idaho 83702 208.345.1800 colearchitects.net Copyright © 2020 Cole Architects, PLLC STAMP DATE PHASE SHEET NUMBER ISSUES SHEET NAME KEY PLAN JOB NUMBER 08/12/21 20-018 ISSUE FOR BID CLAYTON GRIFFITHS DENTAL OFFICE 3809 E. AMITY RD. MERIDIAN, ID 83642 MARK DATE DESCRIPTIONPROFESSIONALEOHADIFOETA T S E R IC K SONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D 1-INCHVERIFY SCALES erickson civil CONSULTANT BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS. INFORMATION REGARDING THE COMPLETE WORK OF SPECIFIC TRADES IS DISPERSED THROUGHOUT THE ENTIRE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED BY REFERENCE TO OTHER THAN COMPLETE DOCUMENT SET. PROJECT INFORMATION 8-12-21 A GEOTECHNICAL INVESTIGATION WAS PERFORMED AS PART OF THE DESIGN OF THIS PROJECT BY MATERIALS TESTING & INSPECTION, INC. DATED APRIL 2ND, 2020. ALL CONDITIONS AND REQUIREMENTS CONTAINED THEREIN ARE HEREBY INCORPORATED IN TO THESE CONSTRUCTION PLANS AND CONTRACT FOR THE WORK BY REFERENCE. WHERE CONFLICTS EXIST BETWEEN THE GEOTECHNICAL INVESTIGATION AND THE PROJECT PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. CONTRACTOR SHALL CONFIRM NAVD 88 ELEVATIONS AND LOCATIONS FOR ALL PROJECT CONTROL POINTS PRIOR TO START OF CONSTRUCTION. SEE SHEET C1.2 FOR CONTROL POINT LOCATIONS. SEE SHEET C1.2 TBM#1 NORTH PROJECT SITE CLAYTON GRIFFITHS DENTAL OFFICE FOUND BRASS/ALUMINUM CAP 5/8" IRON PIN WITH PLASTIC CAP CALCULATED POINT FOUND 5/8" IRON PIN WITH PLASTIC CAP FOUND 1/2" IRON PIN WITH PLASTIC CAP SET 1/2" IRON PIN WITH PLASTIC CAP EXISTING SEWER EXISTING WATER EXISTING CABLE EXISTING CENTERLINE EXISTING DITCH EXISTING EDGE OF GRAVEL EXISTING EDGE OF PAVEMENT EXISTING FENCE EXISTING FIBER OPTICS EXISTING GAS EXISTING GRAVITY IRRIGATION EXISTING JOINT TRENCH EXISTING OVERHEAD POWER EXISTING PRESSURE IRRIGATION EXISTING STORM EXISTING TELEPHONE EXISTING TELEPHONE & FIBER EXISTING TOE OF SLOPE EXISTING TOP OF BANK EXISTING UNDERGROUND POWER PROPOSED SEWER PROPOSED 8" SEWER PROPOSED 6" SEWER PROPOSED 4" SEWER PROPOSED WATER PROPOSED 1" WATER PROPOSED 1.5" WATER PROPOSED 2" WATER PROPOSED 6" WATER PROPOSED 8" WATER PROPOSED 10" WATER PROPOSED 12" WATER PROPOSED STORM DRAIN PROPOSED PRESSURE IRRIGATION PROPOSED GRAVITY IRRIGATION PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF GRAVEL PROPOSED SAWCUT PROPOSED DITCH CENTERLINE PROPOSED TOP OF BANK PROPOSED TOE OF SLOPE PUID EASEMENT PROPOSED GRADE BREAK PROPERTY LINE SIGNAL JUNCTION BOX SIGNAL BENCHMARK SLOPE TOP BACK OF CURB TOP BACK OF REVERSE CURB TOP BACK OF VERT. CURB W/O GUTTER TOP OF CURB TOP OF WALK CONCRETE SPOT ELEVATION LIP OF GUTTER FLOW LINE ASPHALT EDGE OF PAVEMENT EDGE OF GRAVEL CENTERLINE BACK OF WALK FINISHED GRADE GROUND CONCRETE PIPE CORRUGATED METAL PIPE PVC PIPE SLOPE OF CURB EXISTING TREE EXISTING LIGHT EXISTING MAILBOX EXISTING CONTOUR PROPOSED CONTOUR EXISTING SIGN EXISTING MANHOLE EXISTING INLET EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED METER PROPOSED BLOW-OFF PROPOSED SAND AND GREASE TRAP SMOOTH TRANSITION BETWEEN REVERSE AND STANDARD PLATE CURB & GUTTER CONCRETE CURB AND GUTTER CONCRETE IRRIGATION BOX DIRECTION OF DOWNWARD SLOPE CABLE RISER POWER/ELECTRICAL TELEPHONE RISER POWER/TELEPHONE POLE CLEANOUT KEYED NOTE TBC TBCR TVC TOC WALK CONC LIP FL AC EP EG CL BOW FG GND CMP RCP PVC 1 XX ------DETAIL NUMBER SHEET NUMBER C1.0 COVER SHEET, LEGEND, & CONTACTS C1.1 NOTES C1.2 TOPOGRAPHIC SURVEY C1.3 DEMOLITION PLAN C1.4 SITE LAYOUT PLAN C2.0 GRADING PLAN C2.1 STORM DRAIN PLAN C3.0 UTILITY PLAN C4.0 DETAILS-1 C4.1 DETAILS-2 C4.2 DETAILS-3 C4.3 DETAILS-4 C4.4 DETAILS-5 C5.0 ESCP - COVER SHEET & NOTES C5.1 ESCP - PLAN SHEET C5.2 ESCP - BMP DETAILS (OWNER PROVIDED SURVEY PREPARED BY KM ENGINEERING) OWNER CRAIG CLAYTON RG ENTERPRISES LTD CO 100 E. IDAHO ST. STE 303 BOISE, ID 83712 CDCLAYTON.2@GMAIL.COM ARCHITECT COLE ARCHITECTS PROJECT MANAGER - JENNIFER MOHR 1008 W. MAIN ST. BOISE, IDAHO 83704 TELE: (208) 345-1800 JENNIFER@COLEARCHITECTS.NET CIVIL ENGINEER ERICKSON CIVIL, INC. PROJECT MANAGER - ROSS ERICKSON P.E. 6213 N. CLOVERDALE ROAD SUITE 125 BOISE, IDAHO 83712 TELE: (208) 846-8955 CELL: (208) 867-3954 ROSS@ERICKSONCIVIL.COM PROFESSIONAL KM ENGINEERING LAND SURVEYOR PROJECT MANAGER - AARON BALLARD P.L.S. 9233 W. STATE ST. BOISE, IDAHO 83714 TEL:(208) 639-6939 ABALLARD@KMENGLLP.COM CITY OF MERIDIAN BUILDING DEPARTMENT 33 E, BROADWAY AVE. MERIDIAN, ID 83642 (208) 887-2211 WATER SERVICE CITY OF MERIDIAN WATER DEPT. PROVIDER 2235 NW 8TH ST. MERIDIAN, ID 83646 (208) 888-5242 SEWER SERVICE CITY OF MERIDIAN PROVIDER 33 E, BROADWAY AVE. MERIDIAN, ID 83642 (208) 898-5500 POWER IDAHO POWER COMPANY SCOTT PINKSTON 208.388-5446 GAS INTERMOUNTAIN GAS CO. BRYCE OSTLER 208-377-6812 TELEPHONE CENTURY LINK LEO ARTEAGA 208-385-2440 LEO.ARTEAGA@CENTURYLINK.COM PARCEL INFO. PARCEL # R3636080250 T.3N R.1E SEC 33 3809 E. AMITY RD. MERIDIAN, ID 83642 PARCEL SIZE: 0.682 AC ZONING: C-N STANDARD PLATE CURB & GUTTER REVERSE PLATE CURB & GUTTER Plans Are Accepted For Public Street 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 these 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. APPROVED FOR CONSTRUCTION Name Date ID AH O COVER SHEET, LEGEND & CONTACTS C1.0 E. AMITY RD. E. HILL PARK ST.S. HILLSDALE AVE.HILLS CENTURY FARM COMMERCIAL SUB. NO. 1 N2O OPERATORY OPERATORY SURGERY SUITE BREAK ROOM HALL LAB STER. CHECK OUT RECEPTION LOBBY OPERATORYOPERATORYOPERATORY OPERATORYOPERATORY RESTROOM MECH/ ELEC OFFICE/ CONSULT VESTIBULE UNPROGRAMMED SPACE 307 SF RESTROOM IMAGING PRINTING/ SUPPLIES/ SERVER SUITE 100 3576 SF M FINISHED FLOOR EL: 2694.22 FND E. AMITY RD. N: 691070.4941 E: 2466911.2010 N: 691070.5850 E: 2466904.2016 N: 691044.4234 E: 2466910.3624 N: 691048.2186 E: 2466927.3239N: 691044.5078 E: 2466903.8629 N: 691030.1874 E: 2466903.6770 N: 691030.3030 E: 2466894.7715 N: 691044.6235 E: 2466894.9574 N: 691042.1444 E: 2466931.8346 N: 691042.4742 E: 2466934.9849 N: 691053.4847 E: 2466929.2978 N: 690893.1180 E: 2466932.8996 N: 690886.6520 E: 2466952.3320 N: 690893.2089 E: 2466925.9002 N: 691042.1963 E: 2466927.8349 N: 690982.2014 E: 2466927.0559 N: 690970.2024 E: 2466926.9000 N: 690928.2060 E: 2466926.3547 N: 690980.4288 E: 2466909.5314 N: 690980.2600 E: 2466922.5303 N: 690976.2084 E: 2466926.4780 N: 690972.2607 E: 2466922.4264 N: 690972.4295 E: 2466909.4275 N: 690992.1036 E: 2466909.6830 N: 690992.1880 E: 2466903.1835 N: 690997.0118 E: 2466903.2462 N: 691002.0114 E: 2466903.3111 N: 691002.1023 E: 2466896.3117 N: 690997.1027 E: 2466896.2467 N: 690997.1676 E: 2466891.2472 N: 691007.9560 E: 2466896.3877 N: 691008.0209 E: 2466891.3881 N: 691001.9270 E: 2466909.8105 N: 691014.9259 E: 2466909.9793 N: 691009.9263 E: 2466909.9144 N: 691010.0107 E: 2466903.4150 N: 691015.0103 E: 2466903.4799 N: 691022.9252 E: 2466910.0832 N: 691023.0096 E: 2466903.5838 N: 690972.5139 E: 2466902.9280 N: 690961.6919 E: 2466902.7875 N: 690961.6075 E: 2466909.2870 N: 690969.5141 E: 2466902.8891 N: 690969.5920 E: 2466896.8896 N: 690961.7698 E: 2466896.7880 N: 690926.9333 E: 2466908.8367 N: 690926.2646 E: 2466921.8291 N: 690921.3053 E: 2466925.6603 N: 690914.0095 E: 2466926.1703 N: 690910.1723 E: 2466913.9239 N: 690914.1526 E: 2466909.1708 N: 690927.9916 E: 2466827.3436 N: 690919.8279 E: 2466827.2375 N: 690918.6736 E: 2466823.4171 N: 690926.7509 E: 2466813.4054 N: 690924.0122 E: 2466811.2163 N: 690927.7086 E: 2466810.6289N: 690931.8620 E: 2466806.5820 N: 690913.0925 E: 2466802.4675 N: 690912.0980 E: 2466801.6707 N: 690911.3489 E: 2466800.1511 N: 690921.4766 E: 2466789.9457 N: 690930.4758 E: 2466790.0626 N: 690934.4236 E: 2466794.1142 N: 690934.2613 E: 2466806.6131 N: 690934.6703 E: 2466813.6190 N: 690975.6669 E: 2466814.1514 N: 690981.6664 E: 2466814.2293 N: 690981.5344 E: 2466824.3927 N: 690975.5349 E: 2466824.3148 N: 690996.2087 E: 2466821.4892 N: 690991.2092 E: 2466821.4243 N: 690991.3010 E: 2466814.3544 N: 690996.3006 E: 2466814.4193 N: 691028.6624 E: 2466814.8396 N: 691028.5706 E: 2466821.9095 N: 691034.5701 E: 2466821.9874N: 691034.6619 E: 2466814.9175 N: 691043.2521 E: 2466808.0284 N: 691043.1612 E: 2466815.0278 N: 691057.0446 E: 2466826.9974 N: 691063.9544 E: 2466825.8769 N: 691066.8767 E: 2466828.3964 N: 691066.7858 E: 2466835.3958 N: 691071.5002 E: 2466828.4564 N: 691071.4093 E: 2466835.4558 N: 691043.4144 E: 2466795.5295 N: 691047.4660 E: 2466791.5818 N: 691049.9658 E: 2466791.6142N: 691050.1346 E: 2466778.6153 N: 691050.2969 E: 2466766.1164 N: 691048.1088 E: 2466780.5892 N: 691048.1607 E: 2466776.5895 N: 690895.1217 E: 2466778.6025 N: 690895.1736 E: 2466774.6029 N: 690882.1877 E: 2466811.9374 N: 690882.8110 E: 2466763.9415 N: 690933.5172 E: 2466902.4216 N: 690906.5200 E: 2466810.6733 N: 690918.6329 E: 2466820.3551 N: 691044.2558 E: 2466923.2721 N: 690893.1570 E: 2466929.8999 3.00' 4.00' 15.50' 17.50' 7.00'14.32'8.91' 15.41' 6.50' 7.00'9.00' TYP.17.00' TYP.8.00'5.00'8.00'7.00'5.00'7.00' 5.00'5.85'10.85'12.00' 6.00'7.82'6.50' 7.00'8.00'13.17'9.00' TYP.17.00' TYP. 3.00' 4.00' 11.69' 8.69'12.50'6.50'7.00'17.00' TYP.9.00' TYP.15.51'10 . 0 1 '7.00'7.00'7.00'12.50'12.50' 17.00' TYP.9.00' TYP.10.16'6.00'5.00'7.03' 7.00' 12.50'12.50'17.00' 7 . 0 0 ' 7.07'6.00'R4. 0 0 ' R4.00'R4.00'R 1 5 . 0 0 'R4.00'R2.00 'R2.00 'R10.00'R 4 . 0 0 ' R4.00' R1 4 . 2 5 ' R 2 1 . 2 5 ' R1 0 . 0 0 'R3 . 0 0 '16.00'33.00'32.69' 32.69' 29.50'R2 8 . 0 0 ' 48.00'25.00' LANDSCAPE BUFFER7.00'N: 690948.4124 E: 2466911.1158 N: 690948.4384 E: 2466909.1159 N: 690948.5228 E: 2466902.6165 N: 690882.1877 E: 2466811.9374 N: 690882.8110 E: 2466763.9415 N: 690854.5537 E: 2466783.5762 N: 690832.5555 E: 2466783.2905 N: 690832.8152 E: 2466763.2922 R2 8 . 0 0 '50.00'20.00' 48.00' 1008 W Main St Boise, Idaho 83702 208.345.1800 colearchitects.net Copyright © 2020 Cole Architects, PLLC STAMP DATE PHASE SHEET NUMBER ISSUES SHEET NAME KEY PLAN JOB NUMBER 08/12/21 20-018 ISSUE FOR BID CLAYTON GRIFFITHS DENTAL OFFICE 3809 E. AMITY RD. MERIDIAN, ID 83642 MARK DATE DESCRIPTIONPROFESSIONALEOHADIFOETA T S E R IC K SONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D 1-INCHVERIFY SCALES erickson civil CONSULTANT BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS. INFORMATION REGARDING THE COMPLETE WORK OF SPECIFIC TRADES IS DISPERSED THROUGHOUT THE ENTIRE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED BY REFERENCE TO OTHER THAN COMPLETE DOCUMENT SET. PROJECT INFORMATION 8-12-21 Feet 0 10 20 SITE LAYOUT PLAN C1.4 Plans Are Accepted For Public Street 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 these 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. APPROVED FOR CONSTRUCTION Name Date I D A HO