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0493 Magic Toyota IFC Replacement Pages.pdfNE 1/4 OF THE NW 1/4, SECTION 29, TOWNSHIP 27N. RANGE E4. W.M. 1 0 15 30 60 SCALE: 1 INCH = 30 FEET NOTES REVISION DATE Permit Submit al/Vesting Rev "0" 21 Dec 2016 Vesting/Co—G n Revision Rev "3" 24 Feb 2017 95% Owner Re iew Rev "5" 02 Apr. 2017 Permit Issue Rev "A" 12 Apr. 2017 Plan Check Co ments Rev 'T' 03 Aug 2017 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF EXIT PORCHES, SIDEWALKS & RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 2. DIMENSIONS SHOWN REFER TO FACE OF CURB, EDGE OF PAVEMENT, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT—OF—WAY. 4. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BED ABANDONED, REMOVED OR RELOCATED AS NECESSARY OR AS SHOWN ON DEMOLITION PLANS. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. SEE MECHANICAL FOR LOCATIONS OF HYDRONIC HEATING. OEM11101 X CIJ 8. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE`S TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS ;< CONTRACT, IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. 9. PARKING STALL DIMENSIONS SHOWN ARE TYPICAL FOR EACH STALL IN GIVEN ROW. o o 10. ALL CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. N � o tC5 M vi v om > o m Cn.0 APPROVED FOR C❑NSTRUCTI❑N CITY OF EDM❑NDS I: CITY ENGINEERING DIVISION M PR07: MAG DWN: MCO DATE: 21 Jul 2017 SHEET: LANDSCAPING NE 1/4 OF THE NW 1/4, SECTION 29, TOWNSHIP 27N. RANGE E4. W.M. SEE C-1.2 FOR CONTINUATION PROPERTY LINE EXISTING 7' EXISTING CURB SIDEWALKIF SR-99 NOTE: 1. EXISTING DAMAGED, FAILING, OR NON -COMPLIANT CURB, GUTTER, AND SIDEWALK SHALL BE REMOVED AND REPLACED AS REQUIRED BY CITY ENGINEER INSPECTOR. PROPERTY LINE EXISTING 5' LANDSCAPING 2' SIDEWALK EXISTING CURB —71 PROPOSED CURB 212TN sT sw REMOVE EXISTING 2' PLANTER — STRIP AND 5' SIDEWALK. REPLACE WITH 7' SIDEWALK. NOTE: 1. EXISTING DAMAGED, FAILING, OR NON -COMPLIANT CURB, GUTTER, AND SIDEWALK SHALL BE REMOVED AND REPLACED AS REQUIRED BY CITY ENGINEER INSPECTOR. PROPERTY LINE PROPOSED BUILDING CHAINLINK FENCE - • • - • • C_CC I a C • CC CURB AND GUTTER PARKING STALL COUNT PROPOSED LANDSCAPE AREA STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT REVISION DATE 47 Permit Submit al/Vesting Rev "0" 21 Dec 2016 Vesting/Co—G n Revision 0 10 20 40 Rev "3" 24 Feb 2017 95% Owner Re iew Rev "5" 02 Apr. 2017 SCALE: 1 INCH = 20 FEET Permit Issue Rev "A" 12 Apr. 2017 Plan Check Co ments Rev "1" 03 Aug 2017 X X X SITE KEY (ALL CALLOUTS ARE TYPICAL) OA ASPHALT PAVEMENT 3 C-1.6 OB CONCRETE PAVEMENT 1, 2 C-1.6 OC CONCRETE SIDEWALK E2.13 C-1.5 OD PEDESTRIAN CROSSWALK OE CONCRETE DRIVEWAY E2.26 C-1.5 O CONCRETE VERTICAL CURB E2.10 C-1.5 O CONCRETE CURB AND GUTTER E2.8 C-1.5 OH ACCESSIBLE PARKING SPACE 5 C-1.6 O TRASH ENCLOSURE (SEE ARCHITECTURE) O 4" WIDE SOLID WHITE STRIPE O 4" WIDE SOLID WHITE STRIPE AT 45° X 18" SPACING O ADA SIGN O WHEEL STOP 4 C-1.6 O TREE GRATE (SEE LANDSCAPING) OCANTILEVER SLIDING GATE W/KNOX 6 BOX PER SNOHOMISH COUNTY FIRE DISTRICT 1 STANDARDS OP 6' VINYL -COATED CHAINLINK FENCE ®SWING GATE W/KNOX BOX PER SNOHOMISH COUNTY FIRE DISTRICT 1 STANDARDS OR HEAVY DUTY TO STANDARD DUTY TRANSITION OS SEE MECHANICAL PLANS FOR CONCRETE SECTION WITH HYDRONIC HEATING APPROVED FOR CONSTRUCTION CITY OF EDMONDS IN z W M W >z OQ W vJ PR07: MAG DWN: MCO DATE: 21 Jul 2017 SHEET: SECTION A -A N.T.S. SECTION B-B N.T.S. CITY ENGINEERING DIVISION C-1.1 9- NE 1/4 OF THE NW 1/4, SECTION 29, TOWNSHIP 27N. RANGE E4. W.M. �i 1\11 INTINWIL i\LI CliI\ I_/\I.J IIIVV FENCE BASED ON SITE CONDITIONS PROPERTY LINE LANDSCAPING PROPOSED CURB EXISTING CURB 3' 4' 212THSTSW� �---- J TOTAL 7' SIDEWALK IMPROVEMENTS WITH 3' TREE GRATE REMOVE 5' EXISTING SIDEWALK. REPLACE WITH 4' SIDEWALK. NOTE: 1. EXISTING DAMAGED, FAILING, OR NON -COMPLIANT CURB, GUTTER, AND SIDEWALK SHALL BE REMOVED AND REPLACED AS REQUIRED BY CITY ENGINEER INSPECTOR. PROPERTY LINE PROPOSED BUILDING CHAINLINK FENCE • • • • • • C_CC I a C • CC CURB AND GUTTER PARKING STALL COUNT PROPOSED LANDSCAPE AREA STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT REVISION DATE 4Permit Submit al/Vesting 7 Rev 11011 21 Dec 2016 Vesting/Co—G n Revision 0 10 20 40 Rev "311 24 Feb 2017 95% Owner Re iew Rev "5" 02 Apr. 2017 SCALE: 1 INCH = 20 FEET Permit Issue Rev "A" 12 Apr. 2017 Plan Check Co ments Rev 'T' 03 Aug 2017 X X X SITE KEY (ALL CALLOUTS ARE TYPICAL) OA ASPHALT PAVEMENT 3 C-1.6 OB CONCRETE PAVEMENT 1, 2 C-1.6 OC CONCRETE SIDEWALK E2.13 C-1.5 OD PEDESTRIAN CROSSWALK OE CONCRETE DRIVEWAY E2.26 C-1.5 O CONCRETE VERTICAL CURB E2.10 C-1.5 OG CONCRETE CURB AND GUTTER E2.8 C-1.5 OH ACCESSIBLE PARKING SPACE 5 C-1.6 O TRASH ENCLOSURE (SEE ARCHITECTURE) O 4" WIDE SOLID WHITE STRIPE O 4" WIDE SOLID WHITE STRIPE AT 45° X 18" SPACING O ADA SIGN O WHEEL STOP 4 C-1.6 O TREE GRATE (SEE LANDSCAPING) OCANTILEVER SLIDING GATE W/KNOX 6 BOX PER SNOHOMISH COUNTY FIRE DISTRICT 1 STANDARDS aP 6' VINYL -COATED CHAINLINK FENCE OSWING GATE W/KNOX BOX PER SNOHOMISH COUNTY FIRE DISTRICT 1 STANDARDS OR HEAVY DUTY TO STANDARD DUTY TRANSITION OS SEE MECHANICAL PLANS FOR CONCRETE SECTION WITH HYDRONIC HEATING APPROVED FOR CONSTRUCTION CITY OF EDMONDS IN z W M W >z OQ Cr W - I PR07: MAG DWN: MCO DATE: 21 Jul 2017 SHEET: SECTION C-C N.T.S. is CITY ENGINEERING DIVISION WE CROSSING TABLE CROSSING UTIL 1 UTIL 1 EL.* (CROWN) UTIL 2 UTIL 2 EL.** (INVERT) DELTA C1 12" SD 371.69 6" FIRE WA 372.36 0.67' C2 12" SD 372.22 6" FIRE WA 373.75 1.53' C3 12" SD 366.64 2" DOM WA 367.68 1.04' C4 12" SD 373.88 8" FIRE WA 376.04 2.16' C5 12" SD 364.80 8" FIRE WA 365.98 1.18' C6 6" SS 373.44 12" SD 377.14 3.68' C7 6" SS 372.68 12" SD 373.53 0.85' C8 6" SS 371.44 8" FIRE WA 374.00 2.56' C9 6" SS 371.37 6" FIRE WA 374.09 2.72' 6" SS 371.30 2" DOM WA 373.10 1. 8' * ALL UTILITY 1 ELEVATIONS ARE TO CROWN OF PIPE. ALL UTILITY 2 ELEVATIONS ARE TO INVERT OF PIPE. 18" MIN. CLEARANCE, WATER / SAN. SEWER 6" MIN. CLEARANCE ALL OTHER CROSSINGS O UTILITY 2 O1 UTILITY 1 NE 1/4 OF THE NW 1/4, SECTION 29, TOWNSHIP 27N. RANGE E4. W.M. 99 t t FDC - 4" STORZ ADAPTER W/ 30° DOWNWARD DEFLECTION FROM HORIZONTAL AND ADDITIONAL REQUIREMENTS PER DFP FDC STANDARD. 297656.50 E: 73332.12 t z 1 - 8" 45° BEND (MJ) THRUST BLOCKING / C1 WITH ETHA N: 297699.31' O FOAM \LOCKING �-* U KQa"SM01;Mcol ilk I Il►lNl_,1C01► CONNECT TO EXISTING 1" DOMESTIC WATER METER C'rri AAIr1 f`n nnr "nl AAI rnrJ �--/ \-EXISTING DCDVA NNECT TO EXISTING 8" MAIN MOVE EXISTING8" CAP 8" COUPLING ADAPTER (MJ) G WYE EXISTING 8" DI CL 52 MAIN PROPERTY LINE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SANITARY SEWER PIPE SANITARY SEWER CLEANOUT OIL/WATER SEPARATOR 381 6E6.2 C-3. oaw 1 -3. FIRE LINE WATER LINE W -3. WATER TEE ►3 AIR RELEASE VALVE I E7.3 -3. GATE VALVE N FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION 90' BEND 22.5" BEND 6" ' 371.17 N: 97714.17 E: 1273238.09 14 L F 6 " PVC C�? 6.51 6" IE 372.05 6" IE 372.55 N: 297714.56 E: 1273218.54 1 LF 6' PVC @ 8.81 % 6" IE 372.64' N 297714.60 E: 1273217.53 11 LF 6" PVC © 2.00% Ak. E7.1 -3. 1011 WAMI-11 1 6" IE 372.86 N: 297706.77 E: 1273209.66 -6" IE 372.90 OIL/WATER SEPARATOR SCALE: 1 " = 10' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY; CITY ENGINEERING DIVISION REVISION DATE Permit Submit al/Vesting Rev "0" 21 Dec 2016 Vesting/Co-G n Revision Rev "3" 24 Feb 2017 95% Owner Re iew Rev "5" 02 Apr. 2017 Permit Issue Rev "A" 12 Apr. 2017 Plan Check Co ments Rev "1" 03 Aug 2017 Z Q J CL PR07: MAG DWN: MCO DATE: 21 Jul 2017 SHEET: C-3.1 NE 1/4 OF THE NW 1/4, SECTION 29, TOWNSHIP 27N. RANGE E4. W.M. CROSSING TABLE CROSSING UTIL 1 UTIL 1 EL.* (CROWN) UTIL 2 UTIL 2 EL.** (INVERT) DELTA C1 6" FIRE 378.80 12" SD 379.86 1.06' Ca 6" FIRE 378.80 8" FIRE WA 382.31 3.51' 0 12" SD 367.79 8" FIRE WA 379.15 11.36' 12" SD 367.82 8" FIRE WA 378.28 10.46' 0 12" SD 359.91 8" FIRE WA 378.87 19.96 *ALL UTILITY 1 ELEVATIONS ARE TO CROWN OF PIPE. "ALL UTILITY 2 ELEVATIONS ARE TO INVERT OF PIPE. 18" MIN. CLEARANCE, WATER / SAN. SEWER 6" MIN. CLEARANCE ALL OTHER CROSSINGS O2 UTILITY 2 OUTILITY 1 ) EXISTING 8" MAIN .ING ADAPTER (MJ) 11111*0121 PROPERTY LINE PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SANITARY SEWER PIPE SANITARY SEWER CLEANOUT OIL/WATER SEPARATOR no 0 10 20 40 SCALE: 1 INCH = 20 FEET 381 6E6.2 C-3. o/w 1 -3. FIRE LINE WATER LINE W -3. WATER TEE ►3 AIR RELEASE VALVE T E7.3 -3. GATE VALVE ►� FIRE HYDRANT ASSEMBLY Ak E7.1 -3. FIRE DEPARTMENT CONNECTION 90' BEND 4�j 45" BEND 22.5" BEND ►f RBPA Hil E7.10 E7.11 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY; CITY ENGINEERING DIVISION REVISION DATE Permit Submit al/Vesting Rev "0" 21 Dec 2016 Vesting/Co—G n Revision Rev "3" 24 Feb 2017 95% Owner Re iew Rev "5" 02 Apr. 2017 Permit Issue Rev "A" 12 Apr. 2017 Plan Check Co ments Rev "1" 03 Aug 2017 PR07: MAG DWN: MCO DATE: 21 Jul 2017 SHEET: C-3.2