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I pr -=Kin <br />(534.51 FS) <br />13 <br />11 <br />13 <br />EXISTING SPOT ELEVATION <br />BOLO <br />BOLO <br />BOL <br />zp- <br />534.57 FS <br />. . . . . <br />JOIN, VIF <br />11 <br />0000°° <br />2 <br />° <br />534.47 FS <br />` <br />JOIN VIF <br />` <br />CONCRETE SIDEWALK <br />6 <br />LANDSCAPE <br />OINSTALL <br />/534.54 TC <br />Li <br />Q <br />534.00 FS, <br />1.00% <br />/ 11 <br />(1.00-%) <br />14 534.49 TC <br />GB <br />JOIN, VIF <br />FS <br />FINISHED SURFACE <br />T 1 <br />TOP OF CURB <br />7RIM7 0_ TH )=533.61 <br />TOP OF GRATE <br />VIF <br />I pr -=Kin <br />(534.51 FS) <br />INSTALL CONCRETE SIDEWALK 4" THICK 2500 PSI. PREPARE <br />OSUBGRADE <br />EXISTING SPOT ELEVATION <br />533.55 FS <br />SPOT ELEVATION <br />664 <br />OVERLAY ASPHALT PAVEMENT TO <br />. . . . . <br />PROPOSED GRADES. <br />0000°° <br />AND FINISH <br />° <br />DETECTABLE WARNING (TRUNCATED <br />00000000000 <br />DOMES) <br />D <br />CONCRETE SIDEWALK <br />6 <br />LANDSCAPE <br />OINSTALL <br />FULL DEPTH ASPHALT PAVEMENT <br />Li <br />Q <br />REPLACEMENT. MATCH EXISTING SECTION <br />1.00% <br />FLOW (SLOPE AND DIRECTION) <br />(1.00-%) <br />EXISTING FLOW (SLOPE AND DIRECTION) <br />GB <br />GRADEBREAK <br />FS <br />FINISHED SURFACE <br />TC <br />TOP OF CURB <br />TG <br />TOP OF GRATE <br />VIF <br />VERIFIED IN FIELD <br />CF <br />CURB FACE <br />CONSTRUCTION NOTES_ <br />DISTURBED AREA <br />334 <br />INSTALL CONCRETE SIDEWALK 4" THICK 2500 PSI. PREPARE <br />OSUBGRADE <br />WITH NATIVE SOILS, UNLESS UNUSUAL SUBGRADE <br />S.F. <br />CONDITIONS ARE OBSERVED, SUBGRADE SHALL BE SCARIFIED AND <br />664 <br />RECOMPACTED TO 95% MAX DRY DENSITY BASED ON ASTM <br />FULL DEPTH ASPHALT REMOVAL <br />D1557-07 TEST METHOD. CONCRETE TO MATCH EXISTING COLOR <br />S.F. <br />AND FINISH <br />OINSTALL <br />CONCRETE CURB PER DETAIL 7, SHEET C3.0. <br />AC MILL AND OVERLAY <br />ACCESSIBLE PARKING STALL STRIPING PER DETAIL 1, <br />OINSTALL <br />SHEET C3.0. ACCESSIBLE HANDICAP SYMBOL PER DETAIL 1, SHEET <br />6 <br />C3.0. <br />OINSTALL <br />CURB RAMP PER DETAIL 2, SHEET C3.0. RAMP LANDINGS <br />Li <br />Q <br />SHALL BE 2.0% MAX SLOPE IN ALL DIRECTIONS. <br />,► <br />a <br />INSTALL CAST IN PLACE DETECTABLE WARNING SYSTEM <br />O5 <br />(TRUNCATED DOMES) PER ARMOR TILE - 24" X 48" PANEL. <br />NOT TO SCALE <br />PRODUCT NO. ADA -C-2248. SEE DETAIL 8, SHEET C3.0. <br />O <br />RAMP LANDINGS NEED 2.0% MAX SLOPE IN ALL DIRECTIONS. <br />OASPHALT <br />OVERLAY TO PROPOSED GRADES. <br />r - <br />INSTALL VAN ACCESSIBLE PARKING STALL SIGN PER DETAIL -6, — - - <br />y <br />SHEET C3.0. SIGN BASE PER DETAIL 4, SHEE-T-C=3.O- <br />9 <br />9 <br />INSTALL -ACCESSIBLE PARKING STALL SIGN PER DETAIL 3, SHEET <br />�,C3:0. <br />�r <br />SIGN BASE PER DETAIL 4, SHEET C3.0. <br />10 <br />INSTALL C2-PG64-10 ASPHALTIC-PAVEMENT-yOVER--�CLASS II <br />W ^ <br />CRUSHED MISCELLANEOUS BASE COMPACTED TO 95% MAXIMUM DRY <br />DENSITY BASED ON ASTM D1557-07 TEST METHOD OR CLASS 2 <br />AGGREGATE BASE COMPACTED TO 95 OF THE MATERIAL'S ASTM <br />D-1557 MAXIMUM DRY DENSITY. ENSURE THE SUBGRADE IS <br />� <br />SCARIFIED AND RECOMPACTED TO 95% MAXIMUM DRY DENSITY <br />BASED ON ASTM D1557-07 TEST METHOD. MATCH EXISTING <br />PAVEMENT SECTION. <br />11 <br />REINSTALL WHEEL STOPS 2' BACK FROM ADJACENT CURB FACE. <br />12 <br />INSTALL LANDSCAPING, MODIFY IRRIGATION AS NEEDED. GROUND <br />COVER TO MATCH EXISTING. <br />13 <br />INSTALL STANDARD 90' PARKING STALL, 4" THICK WHITE LINES, <br />TWO COATS. SEE DETAIL 9, SHEET C3.0. <br />14 <br />INSTALL STANDARD 90° PARKING STRIPING, 4" THICK WHITE STRIPE, <br />36" O.C., 60% 2 COATS. <br />DISTURBED AREA <br />334 <br />S.F. <br />CONCRETE REMOVAL <br />476 <br />S.F. <br />CONCRETE REPLACEMENT <br />664 <br />S.F. <br />FULL DEPTH ASPHALT REMOVAL <br />664 <br />S.F. <br />FULL DEPTH ASPHALT REPLACEMENT <br />721 <br />S.F. <br />AC MILL AND OVERLAY <br />148 <br />S.F. <br />LANDSCAPE REMOVAL <br />6 <br />S.F. <br />LANDSCAPE REPLACEMENT <br />BASIS OF BEARINGS <br />N70°31'19"e BETWEEN TERRANE PK NAILS WITH SHINER, PER GPS <br />OBSERVATIONS, NAD 83(91), WASHINGTON STATE PLANE <br />COORDINATE SYSTEM, NORTH ZONE. <br />VICINITY MAP. <br />NTS <br />f v k �.. e t S conal 1' M N v c -v lI 2 Ll <br />1-?�/r 07 <br />J <br />IMF <br />5 <br />PROJECT <br />, <br />�' <br />44 <br />99 <br />SITE <br />' �'' ��, // <br />DC O <br />Q <br />105TH ST SE <br />>- Go <br />coa <br />DATE: 12-14-2016 <br />U <br />W <br />cn <br />co <br />Q <br />Li <br />Q <br />Q <br />,► <br />a <br />0 <br />NOT TO SCALE <br />VICINITY MAP. <br />NTS <br />f v k �.. e t S conal 1' M N v c -v lI 2 Ll <br />1-?�/r 07 <br />ARCHITECT/ ENGINEER OF <br />RECORD <br />SEAL <br />w <br />04 <br />co <br />U N <br />z °' <br />co <br />C U 00 <br />O w <br />z rn o <br />O0 r U <br />U) ptiz <br />Z w LL o <br />Q W o w <br />J <br />O <br />= Lu Y <br />} <br />J Q � <br />w <br />Y <br />co U O <br />iEC:, W = <br />Olt N a <br />O Lo <br />co <br />ti <br />° Wq Sy,, (9" <br />ti <br />w <br />W <br />49085 O <br />�cPs Fc / S T elp- � <br />/ONA L <br />EXIPRES: 09/11/2014 <br />BENCHMARK <br />NAVD(88) PER GPS OBSERVATION <br />GENERAL NOTES_ <br />1. WHERE GRADES ARE AFFECTED, THE CONTRACTOR SHALL USE <br />A SURVEYOR AS NEEDED TO INSURE PROPER GRADES ARE <br />ACHIEVED. <br />2. STRIPING SHALL BE COMPLETED PER THE REQUIREMENTS OF <br />THE CURRENT INTERNATIONAL BUILDING CODE AND APPLICABLE <br />LOCAL CODES. GRADES SHALL BE VERIFIED FOR COMPLIANCE <br />AT THE TIME OF CONSTRUCTION PRIOR TO STRIPING. <br />3. THE GENERAL CONTRACTOR SHALL ALSO REVIEW ANY <br />APPLICABLE STATE AND LOCAL GUIDELINES AS THEY APPLY TO <br />THE ACCESSIBILITY AND SIGNAGE. FOR ADDITIONAL <br />INFORMATION REFER TO THE ARCHITECTURAL ACCESSIBILITY <br />SHEETS INCLUDED IN THE PERMIT SET. <br />4. THE GENERAL CONTRACTOR SHALL VERIFY ELEVATIONS AND <br />GRADES PRE & POST CONSTRUCTION AND REPORT ANY <br />DEFICIENCIES TO THE ARCHITECT BEFORE START OF WORK AND <br />AT COMPLETION. <br />5. ALL NEW CONSTRUCTION SHALL BE VERIFIED TO BE IN <br />COMPLIANCE WITH LOCALLY ADOPTED ACCESSIBILITY <br />REGULATIONS. ANYTHING FOUND NOT IN COMPLIANCE SHALL BE <br />REPLACED AT THE CONTRACTORS EXPENSE. ALL SLOPES TO <br />BE MEASURED WITH A 24" SMART LEVEL. <br />6. IT IS ACKNOWLEDGED THAT THE IMPROVEMENTS SHOWN ON <br />THIS PLAN CONSIST OF A LIMITED SCOPE OF WORK AND MAY <br />NOT BRING THE ENTIRE SITE INTO FULL COMPLIANCE WITH <br />AMERICANS WITH DISABILITIES ACT GUIDELINES AND ANY OTHER <br />STATE SPECIFIC ACCESSIBILITY CODES. THE ENGINEER OF <br />RECORD CONDITIONSALL NOT BEOUTS DE OF THLED IDENTIFIED RESPONSIBLE SCOPEROFNWORKSTINGTHAT <br />ARE NOT BROUGHT WITHIN COMPLIANCE. <br />J <br />IMF <br />U. <br />W <br />= M <br />~O <br />44 <br />rmo <br />U41 <br />N J <br />DC O <br />Q <br />00 <br />>- Go <br />coa <br />DATE: 12-14-2016 <br />U <br />CD <br />Lu <br />U <br />co <br />� <br />UN <br />0 <br />SHEET NUMBER <br />0 <br />ARCHITECT/ ENGINEER OF <br />RECORD <br />SEAL <br />w <br />04 <br />co <br />U N <br />z °' <br />co <br />C U 00 <br />O w <br />z rn o <br />O0 r U <br />U) ptiz <br />Z w LL o <br />Q W o w <br />J <br />O <br />= Lu Y <br />} <br />J Q � <br />w <br />Y <br />co U O <br />iEC:, W = <br />Olt N a <br />O Lo <br />co <br />ti <br />° Wq Sy,, (9" <br />ti <br />w <br />W <br />49085 O <br />�cPs Fc / S T elp- � <br />/ONA L <br />EXIPRES: 09/11/2014 <br />BENCHMARK <br />NAVD(88) PER GPS OBSERVATION <br />GENERAL NOTES_ <br />1. WHERE GRADES ARE AFFECTED, THE CONTRACTOR SHALL USE <br />A SURVEYOR AS NEEDED TO INSURE PROPER GRADES ARE <br />ACHIEVED. <br />2. STRIPING SHALL BE COMPLETED PER THE REQUIREMENTS OF <br />THE CURRENT INTERNATIONAL BUILDING CODE AND APPLICABLE <br />LOCAL CODES. GRADES SHALL BE VERIFIED FOR COMPLIANCE <br />AT THE TIME OF CONSTRUCTION PRIOR TO STRIPING. <br />3. THE GENERAL CONTRACTOR SHALL ALSO REVIEW ANY <br />APPLICABLE STATE AND LOCAL GUIDELINES AS THEY APPLY TO <br />THE ACCESSIBILITY AND SIGNAGE. FOR ADDITIONAL <br />INFORMATION REFER TO THE ARCHITECTURAL ACCESSIBILITY <br />SHEETS INCLUDED IN THE PERMIT SET. <br />4. THE GENERAL CONTRACTOR SHALL VERIFY ELEVATIONS AND <br />GRADES PRE & POST CONSTRUCTION AND REPORT ANY <br />DEFICIENCIES TO THE ARCHITECT BEFORE START OF WORK AND <br />AT COMPLETION. <br />5. ALL NEW CONSTRUCTION SHALL BE VERIFIED TO BE IN <br />COMPLIANCE WITH LOCALLY ADOPTED ACCESSIBILITY <br />REGULATIONS. ANYTHING FOUND NOT IN COMPLIANCE SHALL BE <br />REPLACED AT THE CONTRACTORS EXPENSE. ALL SLOPES TO <br />BE MEASURED WITH A 24" SMART LEVEL. <br />6. IT IS ACKNOWLEDGED THAT THE IMPROVEMENTS SHOWN ON <br />THIS PLAN CONSIST OF A LIMITED SCOPE OF WORK AND MAY <br />NOT BRING THE ENTIRE SITE INTO FULL COMPLIANCE WITH <br />AMERICANS WITH DISABILITIES ACT GUIDELINES AND ANY OTHER <br />STATE SPECIFIC ACCESSIBILITY CODES. THE ENGINEER OF <br />RECORD CONDITIONSALL NOT BEOUTS DE OF THLED IDENTIFIED RESPONSIBLE SCOPEROFNWORKSTINGTHAT <br />ARE NOT BROUGHT WITHIN COMPLIANCE. <br />J <br />ISSUEJ DATE DESCRIPTION <br />12-14-2016 CHASE REVIEW <br />W <br />44 <br />> <br />tia <br />0 <br />cd <br />>- Go <br />JOB # 2007696076 <br />DATE: 12-14-2016 <br />Lu 0 <br />CD <br />co <br />� <br />L6 <br />a <br />boa <br />SHEET NUMBER <br />0 <br />W <br />~ <br />LLJ LU= <br />ad <br />y <br />� O W <br />W <br />a <br />� <br />W ^ <br />V <br />� <br />Q <br />N <br />ARCHITECT/ ENGINEER OF <br />RECORD <br />SEAL <br />w <br />04 <br />co <br />U N <br />z °' <br />co <br />C U 00 <br />O w <br />z rn o <br />O0 r U <br />U) ptiz <br />Z w LL o <br />Q W o w <br />J <br />O <br />= Lu Y <br />} <br />J Q � <br />w <br />Y <br />co U O <br />iEC:, W = <br />Olt N a <br />O Lo <br />co <br />ti <br />° Wq Sy,, (9" <br />ti <br />w <br />W <br />49085 O <br />�cPs Fc / S T elp- � <br />/ONA L <br />EXIPRES: 09/11/2014 <br />BENCHMARK <br />NAVD(88) PER GPS OBSERVATION <br />GENERAL NOTES_ <br />1. WHERE GRADES ARE AFFECTED, THE CONTRACTOR SHALL USE <br />A SURVEYOR AS NEEDED TO INSURE PROPER GRADES ARE <br />ACHIEVED. <br />2. STRIPING SHALL BE COMPLETED PER THE REQUIREMENTS OF <br />THE CURRENT INTERNATIONAL BUILDING CODE AND APPLICABLE <br />LOCAL CODES. GRADES SHALL BE VERIFIED FOR COMPLIANCE <br />AT THE TIME OF CONSTRUCTION PRIOR TO STRIPING. <br />3. THE GENERAL CONTRACTOR SHALL ALSO REVIEW ANY <br />APPLICABLE STATE AND LOCAL GUIDELINES AS THEY APPLY TO <br />THE ACCESSIBILITY AND SIGNAGE. FOR ADDITIONAL <br />INFORMATION REFER TO THE ARCHITECTURAL ACCESSIBILITY <br />SHEETS INCLUDED IN THE PERMIT SET. <br />4. THE GENERAL CONTRACTOR SHALL VERIFY ELEVATIONS AND <br />GRADES PRE & POST CONSTRUCTION AND REPORT ANY <br />DEFICIENCIES TO THE ARCHITECT BEFORE START OF WORK AND <br />AT COMPLETION. <br />5. ALL NEW CONSTRUCTION SHALL BE VERIFIED TO BE IN <br />COMPLIANCE WITH LOCALLY ADOPTED ACCESSIBILITY <br />REGULATIONS. ANYTHING FOUND NOT IN COMPLIANCE SHALL BE <br />REPLACED AT THE CONTRACTORS EXPENSE. ALL SLOPES TO <br />BE MEASURED WITH A 24" SMART LEVEL. <br />6. IT IS ACKNOWLEDGED THAT THE IMPROVEMENTS SHOWN ON <br />THIS PLAN CONSIST OF A LIMITED SCOPE OF WORK AND MAY <br />NOT BRING THE ENTIRE SITE INTO FULL COMPLIANCE WITH <br />AMERICANS WITH DISABILITIES ACT GUIDELINES AND ANY OTHER <br />STATE SPECIFIC ACCESSIBILITY CODES. THE ENGINEER OF <br />RECORD CONDITIONSALL NOT BEOUTS DE OF THLED IDENTIFIED RESPONSIBLE SCOPEROFNWORKSTINGTHAT <br />ARE NOT BROUGHT WITHIN COMPLIANCE. <br />NORTH <br />GRAPHIC SCALE IN FEET <br />0 2.5 5 10 <br />SCALE <br />1" = 5' <br />WHEN PRINTED 42 )FULL SIZE <br />ISSUEJ DATE DESCRIPTION <br />12-14-2016 CHASE REVIEW <br />01-24-2017 ISSUED FOR PERMIT <br />PROJECT INFORMATION BLOCK <br />JOB # 2007696076 <br />DATE: 12-14-2016 <br />DRAWN BY: AV <br />CHECKED BY: JP <br />MODEL <br />SHEET TITLE <br />IMPROVEMENT PLAN <br />SHEET NUMBER <br />C2.0 <br />