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C2.2_PATIO AREA & SMOKING SHELTERPROFESSIO N AL E OHADIFOETA T S E R IC K SONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D STAMP6213 N. Cloverdale Rd, Ste 125 Boise, Idaho 83713 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil BIDDING & PERMIT SETREVISIONS Architects and Planners, Chartered408 E. Parkcenter Blvd, Suite 205, Boise Idaho 83706DATE: PROJECT NO: SHEET: 1945TENANT IMPROVEMENTSKENDALL AUTO GROUP HEADQUARTERS06/30/2020 3449 E. COPPER POINT DRIVE MERIDIAN, IDAHO 83642654321 A B C D E A B C D E 61 C:\Users\rebecca\Documents\1945 AS BUILT R19 final_rebecca9D32Y.rvt6/20/20 C2.2 PATIO AREA AND SMOKING SHELTER 1Keyed Notes 1. RETAIN & PROTECT EXISTING ASPHALT PAVEMENT. 2. RETAIN & PROTECT EXISTING CONCRETE SIDEWALK. 3. SAWCUT AND MATCH EXISTING CONCRETE. 4. SAWCUT AND MATCH EXISTING PAVEMENT. 5. SAWCUT & MATCH EXISTING CURB. 6. CONSTRUCT NEW EXTRUDED CONCRETE CURB TO MATCH EXISTING WITH A 2-FOOT TERMINUS. 7. 6" VERTICAL CURB WITH NO GUTTER - SEE 7/C3.0. 8. 2' CONCRETE CURB TERMINUS. 9. CONCRETE SIDEWALK - SEE DETAIL 1/C3.0. 10. MATCH EXISTING GRADE AT ENTRY PER BUILDING CODE REQUIREMENTS. 11. TYPE-P SURFACE RESTORATION PER ISPWC. ASPHALT FINISHED GRADE SHALL SLOPE AWAY FROM CURB AT 1-2% WITH POSITIVE DRAINAGE INTO THE PARKING LOT. 12. RETAIN & PROTECT EXISTING RETAINING WALL. 13. SEE ARCHITECTURAL PLANS FOR SHELTER REQUIREMENTS. 14. FLOW LINE IN PLANTER - GRADE TO PROVIDE POSITIVE DRAINAGE AS SHOWN. 15. REMOVE EXISTING STORM DRAIN MONITORING WELL AND REPLACE WITH NEW MONITORING WELL FRAME AND COVER. ADJUST NEW MONITORING WELL FRAME AND COVER TO MATCH NEW FINISHED GRADE AND SLOPE. 1. ALL PATIO AREAS ROUTES SHALL COMPLY WITH ADA STANDARDS. THE SLOPE OF PATIOS SHALL NOT BE GREATER THAN 2.0% IN ANY DIRECTION - NO TOLERANCE IS ALLOWED ABOVE THE MAXIMUM SLOPE. NON-COMPLYING WORK SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 2. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP, CLEAN, UNDAMAGED EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT PARALLEL TO THE SAWCUT LINES SHOWN WITHOUT JOGS OR NEW ANGLE POINTS. NO SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL SAWCUT OR PAVEMENT REPAIR. 3. ALL DEMOLITION REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS IS INCIDENTAL TO THE WORK. 10. ALL SURFACE RESTORATION INCLUDING BUT NOT LIMITED TO ASPHALT PAVEMENT, CONCRETE PAVEMENT, SIDEWALK, CURB AND GUTTER, LANDSCAPING, AND IRRIGATION ARE INCIDENTAL TO THE WORK. CONTRACTOR SHALL ASSESS JOB CONDITIONS, AND SCOPE OF WORK, AND INCLUDE ALL SURFACE RESTORATION AS REQUIRED TO COMPLETE THE WORK IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. Notes 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 AHO51.90'19.13' 13.75'12.00'12.00' 1.0% 0. 8 %1.5%4.1%1.7% 1 1 1 1 2 2 3 3 4 4 2.00'2.00'R3.0 0 ' 4 4 5.00'MIN5.00' MIN. 5 6 7 7 8 8 9 9 9 9 10 10 0%11 11 11 12 13 13 4' 140%0% 1.0% 1.0% 3.0% Feet 0 10 20 Feet 0 10 20 1.0%CON: 100.00 EXISTING AC: 100.00 CON: 100.16 0.0%1.0%CON: 100.16 CON: 100.00 0.0%4% MAX.4%MAX.ADJUST PAVEMETN SAWCUT LOCATION AWAY FROM CONCRETE SLAB AS REQUIRE TO ACHIEVE A MAXIMUM ASPHALT PATCH MATCH SLOPE OF 4.0%1.7%FINISHED FLOOR EL = 100.00 CON: 100.00 CON-MATCH EX: 100.00 CON-MATCH EX: 100.00 CON: 100.00 AC-MATCH: 99.49 AC-MATCH: 99.55 AC-MATCH: 99.35 AC-MATCH: 99.40 AC-MATCH: 99.57 CON MATCH: 99.90 CON-MATCH EX: 99.90 1.0% 15.21' CON: 99.85 CON: 99.85 NOTES: 1.THE PATIO SHELTER LAYOUT SHALL BE AS PER THE ARCHITECTURAL PLANS - THE CIVIL PLANS SHALL NOT BE USED FOR THE SHELTER LAYOUT. 2.THE SMOKING SHELTER ELEVATIONS SHOWN ARE ON A SEPARATE DATUM THAN THE PATIO AREA ELEVATIONS. 12" WIDE CURB OPENING - FIELD LOCATE TO LOW POINT ALONG ASPHALT PAVEMENT. CURB OPENING FLOW LINE TO MATCH FINISHED GRADE OF ASPHALT WITH POSITIVE DRAINAGE AWAY FROM CURB INTO PARKING LOT11'CON: 99.85 MATCH PLANTER FLOW LINE TO CURB OPENING FLOW LINE NOTES: 1.THE PATIO SHELTER LAYOUT SHALL BE AS PER THE ARCHITECTURAL PLANS - THE CIVIL PLANS SHALL NOT BE USED FOR THE SHELTER LAYOUT. 2.THE PATIO ARE ELEVATIONS SHOWN ARE ON A SEPARATE DATUM THAN THE SMILING SHELTER ELEVATIONS. 15 14 07/01/2020