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Home My WebLink AboutR-398717I'1 141 �TI -mom S P ra IT ,. I j �uNe n04 I S SKY _ ENt TE. AV d♦ S. Nis – cne...m cnAAa wnx a�reWIT FENNKIN-'.N- Um Nis COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH COR STD PLAN 102 CEMENT CONCRETE SIDEWALK 2 COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE 3 COR STD PLAN 104,4- CEMENT CONCRETE DRIVEWAY ENTRANCE 4 C w\hw w,� 1 4:•�• i a w¢ t s „y OWNS Kmwe¢–� IFINISH SURFACE PER PLANS .. —� 20 i' bLN IS Fvp p t N NEAT -LINE TRENCH (TYP) \ `" .,r:7i""`.wwm•w '�"" WHEN DEPTH IS LESS THAN I \ 4FT HITT A / TRENCH BACKFILL PER \ — — — — — 7,71 KIWIi. :'.:'-�. --- --"-- PROJECT SPECIFICATIONS. 120667 m \ 207,21 7 / Scale 1"_5. eas.E!"sx d a\. d /. Tc EJI ✓ PIPE �iv rw ',• /• \ 4" MI 206511P P d 20)09 O {' WIN. IF,CDF PER WSDOT STD SPEC 30" MAX _ d d C msm 2-09.3(1)E — —1— -- — -- VEM STANoneoslo[eewM- d a ixnAUAmx ��-� \d d 4 3 °°�°"""' Is6x'6x MMxronmv[xnux[) MS NTS COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION 5 CDF TRENCH BACKFILL a d 4.4 C d SAWCUT, TACK COAT AND SAW -CUT, TACK COAT AND \ FINISHED GRADE 12 GMATCHRADE EX ASPHALT MATCH EX ASPHALT GRADE FINISHED GRADE EXISTING ASPHALT i EXI TING ASPHALT 12 ��. NOTE: " FOR ON-SITE USE ONLY EX PAVEMENT SUB -BASE MUST \ FOR ON-SIIE USE ONLY 20665 FL 306.89 Ri / BE COMPACTED TO 95% MAX. / DENSITY PER ASTM D1557207.43 UNDISTURBED PAVEMENT 4:1)20' CONIC DRIVEWAY PER 20)43 R o��o oL po�0 0� O Oo SUB -BASE MUST BE u COR STD PLAN 104.4 o U 4" HMA CLASS 1/2" ASPHALT 6vc. a MODIFIED AS SHOWN CONCRETE PAVEMENT oho ao COMPACTED TO 959. MAX. " DENSITY PER ASTM D1557 O 1 0 t o k 7 Oo0no0o OoC OO O� O �. oc UoC U 6" CRUSHED SURFACING BASE a'° ; , :b o a'- COURSE PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% 3" HMA CLASS 1/2" ASPHALT CONCRETE MAX DENSITY PAVEMENT / SUBGRADE COMPACTED 4" ATB € J// 12° GRAVEL BORROW PER WSDOTACTT TO FIRM UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE W-398703 g SECTION 9-03.14(1), COMPACT TO �] Q t SUBGRADE COMPACTED PER 95% MAX DENSITY PER ACTWSDOT SECTION X DENSITY S-398703 GEOTECHNICAL COMPACT TO 959, MAX DENSITY £ OR EX SUBGRADE MOISTURE g RECOMMENDATIONS CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX R-398717 NOTES: PER ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX DENSITY OR EX SUBGRADE MOISTURE SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. CONDITIONED COMPACTED TO 95% MAX IN COMPLIANCE WITH CITY OF RENTON STANDARDS a L SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM 01557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA DEVELOPMENTENGINEERING REM 3 SECTION 5-04. ;{� PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. IFI12-James 02/15/2018 € CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. OF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE I MS MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS1" = 5' a ASPHALT PAVEMENT - HEAVY DUTY tti J n ASPHALT PAVEMENT- HEAVY DUTY -ALT 1 WEST ENTRANCE DETAIL 11 4�,sFONE Imm1932 HIM Ave Call 3 Working Days e °° H 9 `""` 1"=20' ^'� TNT IN ' ®� CITY OF FIRE STATION 15 12/22/2017 Suite 201n Seattle, WA 98101 Before n\`^�iOU DI I N z PERMIT RESUBMITTAL 2/12/18 orae WP `R RENTON 1404 N 30TH STREET p. 206.725.1211 ,9�' il - R 1 N o PERMIT RESUBMITTAL 1/29/18 ENN"@SMN RENTON, WA 98056 � . f. 206.973.5344 eb3 I'(� F, msrsss �y`�' Oil p BID ADDENDUM NO. 2 I /16/_18 DATUM esS70NAL ` �- xcwm.w Planning/Building/Public Works Dept. C4.03 engineering pllc wxw.lp4engine ngmm 7-800-424-5555 IF NET WE HER NO. REVISION BY DATE APER ANTINSEN UTLfTY AND PAVING DETAILS T Q J F_ Z W O 0 U F_ F_ Z 0 — �—`N4 s III r .,rr FMI WIN IIINFENI -- NN Tons —ITIFINTITINNITTIT,11. S ITTITTENI PI fiWORK' .,.,.. e N N _ NICE w1mm m....¢. w I 0IT ._.. 7 NEW .. �,y N L'dxrYVwmt♦.Ywt yIT Im ' _ ..1 z WI •— F: ,¢� NK AN, ITTKII, - IN MITI ITTO. ."I TE WEI ft, IT INN, WIN �_ I.L YMVxxwrOxW xl�eMx �rwmwr�x¢. I'1 141 �TI -mom S P ra IT ,. I j �uNe n04 I S SKY _ ENt TE. AV d♦ S. Nis – cne...m cnAAa wnx a�reWIT FENNKIN-'.N- Um Nis COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH COR STD PLAN 102 CEMENT CONCRETE SIDEWALK 2 COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE 3 COR STD PLAN 104,4- CEMENT CONCRETE DRIVEWAY ENTRANCE 4 C w\hw w,� 1 4:•�• i a w¢ t s „y OWNS Kmwe¢–� IFINISH SURFACE PER PLANS .. —� 20 i' bLN IS Fvp p t N NEAT -LINE TRENCH (TYP) \ `" .,r:7i""`.wwm•w '�"" WHEN DEPTH IS LESS THAN I \ 4FT HITT A / TRENCH BACKFILL PER \ — — — — — 7,71 KIWIi. :'.:'-�. --- --"-- PROJECT SPECIFICATIONS. 120667 m \ 207,21 7 / Scale 1"_5. eas.E!"sx d a\. d /. Tc EJI ✓ PIPE �iv rw ',• /• \ 4" MI 206511P P d 20)09 O {' WIN. IF,CDF PER WSDOT STD SPEC 30" MAX _ d d C msm 2-09.3(1)E — —1— -- — -- VEM STANoneoslo[eewM- d a ixnAUAmx ��-� \d d 4 3 °°�°"""' Is6x'6x MMxronmv[xnux[) MS NTS COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION 5 CDF TRENCH BACKFILL a d 4.4 C d SAWCUT, TACK COAT AND SAW -CUT, TACK COAT AND \ FINISHED GRADE 12 GMATCHRADE EX ASPHALT MATCH EX ASPHALT GRADE FINISHED GRADE EXISTING ASPHALT i EXI TING ASPHALT 12 ��. NOTE: " FOR ON-SITE USE ONLY EX PAVEMENT SUB -BASE MUST \ FOR ON-SIIE USE ONLY 20665 FL 306.89 Ri / BE COMPACTED TO 95% MAX. / DENSITY PER ASTM D1557207.43 UNDISTURBED PAVEMENT 4:1)20' CONIC DRIVEWAY PER 20)43 R o��o oL po�0 0� O Oo SUB -BASE MUST BE u COR STD PLAN 104.4 o U 4" HMA CLASS 1/2" ASPHALT 6vc. a MODIFIED AS SHOWN CONCRETE PAVEMENT oho ao COMPACTED TO 959. MAX. " DENSITY PER ASTM D1557 O 1 0 t o k 7 Oo0no0o OoC OO O� O �. oc UoC U 6" CRUSHED SURFACING BASE a'° ; , :b o a'- COURSE PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% 3" HMA CLASS 1/2" ASPHALT CONCRETE MAX DENSITY PAVEMENT / SUBGRADE COMPACTED 4" ATB € J// 12° GRAVEL BORROW PER WSDOTACTT TO FIRM UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE W-398703 g SECTION 9-03.14(1), COMPACT TO �] Q t SUBGRADE COMPACTED PER 95% MAX DENSITY PER ACTWSDOT SECTION X DENSITY S-398703 GEOTECHNICAL COMPACT TO 959, MAX DENSITY £ OR EX SUBGRADE MOISTURE g RECOMMENDATIONS CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX R-398717 NOTES: PER ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX DENSITY OR EX SUBGRADE MOISTURE SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. CONDITIONED COMPACTED TO 95% MAX IN COMPLIANCE WITH CITY OF RENTON STANDARDS a L SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM 01557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA DEVELOPMENTENGINEERING REM 3 SECTION 5-04. ;{� PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. IFI12-James 02/15/2018 € CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. OF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE I MS MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS1" = 5' a ASPHALT PAVEMENT - HEAVY DUTY tti J n ASPHALT PAVEMENT- HEAVY DUTY -ALT 1 WEST ENTRANCE DETAIL 11 4�,sFONE Imm1932 HIM Ave Call 3 Working Days e °° H 9 `""` 1"=20' ^'� TNT IN ' ®� CITY OF FIRE STATION 15 12/22/2017 Suite 201n Seattle, WA 98101 Before n\`^�iOU DI I N z PERMIT RESUBMITTAL 2/12/18 orae WP `R RENTON 1404 N 30TH STREET p. 206.725.1211 ,9�' il - R 1 N o PERMIT RESUBMITTAL 1/29/18 ENN"@SMN RENTON, WA 98056 � . f. 206.973.5344 eb3 I'(� F, msrsss �y`�' Oil p BID ADDENDUM NO. 2 I /16/_18 DATUM esS70NAL ` �- xcwm.w Planning/Building/Public Works Dept. C4.03 engineering pllc wxw.lp4engine ngmm 7-800-424-5555 IF NET WE HER NO. REVISION BY DATE APER ANTINSEN UTLfTY AND PAVING DETAILS T Q J F_ Z W O 0 U F_ F_ Z 0 — �—`N4 s Tom- FMI WIN IIINFENI -- Tons —ITIFINTITINNITTIT,11. S ITTITTENI PI fiWORK' a.e e 1 I'1 141 �TI -mom S P ra IT ,. I j �uNe n04 I S SKY _ ENt TE. AV d♦ S. Nis – cne...m cnAAa wnx a�reWIT FENNKIN-'.N- Um Nis COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH COR STD PLAN 102 CEMENT CONCRETE SIDEWALK 2 COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE 3 COR STD PLAN 104,4- CEMENT CONCRETE DRIVEWAY ENTRANCE 4 C w\hw w,� 1 4:•�• i a w¢ t s „y OWNS Kmwe¢–� IFINISH SURFACE PER PLANS .. —� 20 i' bLN IS Fvp p t N NEAT -LINE TRENCH (TYP) \ `" .,r:7i""`.wwm•w '�"" WHEN DEPTH IS LESS THAN I \ 4FT HITT A / TRENCH BACKFILL PER \ — — — — — 7,71 KIWIi. :'.:'-�. --- --"-- PROJECT SPECIFICATIONS. 120667 m \ 207,21 7 / Scale 1"_5. eas.E!"sx d a\. d /. Tc EJI ✓ PIPE �iv rw ',• /• \ 4" MI 206511P P d 20)09 O {' WIN. IF,CDF PER WSDOT STD SPEC 30" MAX _ d d C msm 2-09.3(1)E — —1— -- — -- VEM STANoneoslo[eewM- d a ixnAUAmx ��-� \d d 4 3 °°�°"""' Is6x'6x MMxronmv[xnux[) MS NTS COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION 5 CDF TRENCH BACKFILL a d 4.4 C d SAWCUT, TACK COAT AND SAW -CUT, TACK COAT AND \ FINISHED GRADE 12 GMATCHRADE EX ASPHALT MATCH EX ASPHALT GRADE FINISHED GRADE EXISTING ASPHALT i EXI TING ASPHALT 12 ��. NOTE: " FOR ON-SITE USE ONLY EX PAVEMENT SUB -BASE MUST \ FOR ON-SIIE USE ONLY 20665 FL 306.89 Ri / BE COMPACTED TO 95% MAX. / DENSITY PER ASTM D1557207.43 UNDISTURBED PAVEMENT 4:1)20' CONIC DRIVEWAY PER 20)43 R o��o oL po�0 0� O Oo SUB -BASE MUST BE u COR STD PLAN 104.4 o U 4" HMA CLASS 1/2" ASPHALT 6vc. a MODIFIED AS SHOWN CONCRETE PAVEMENT oho ao COMPACTED TO 959. MAX. " DENSITY PER ASTM D1557 O 1 0 t o k 7 Oo0no0o OoC OO O� O �. oc UoC U 6" CRUSHED SURFACING BASE a'° ; , :b o a'- COURSE PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% 3" HMA CLASS 1/2" ASPHALT CONCRETE MAX DENSITY PAVEMENT / SUBGRADE COMPACTED 4" ATB € J// 12° GRAVEL BORROW PER WSDOTACTT TO FIRM UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE W-398703 g SECTION 9-03.14(1), COMPACT TO �] Q t SUBGRADE COMPACTED PER 95% MAX DENSITY PER ACTWSDOT SECTION X DENSITY S-398703 GEOTECHNICAL COMPACT TO 959, MAX DENSITY £ OR EX SUBGRADE MOISTURE g RECOMMENDATIONS CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX R-398717 NOTES: PER ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX DENSITY OR EX SUBGRADE MOISTURE SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. CONDITIONED COMPACTED TO 95% MAX IN COMPLIANCE WITH CITY OF RENTON STANDARDS a L SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM 01557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA DEVELOPMENTENGINEERING REM 3 SECTION 5-04. ;{� PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. IFI12-James 02/15/2018 € CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. OF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE I MS MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS1" = 5' a ASPHALT PAVEMENT - HEAVY DUTY tti J n ASPHALT PAVEMENT- HEAVY DUTY -ALT 1 WEST ENTRANCE DETAIL 11 4�,sFONE Imm1932 HIM Ave Call 3 Working Days e °° H 9 `""` 1"=20' ^'� TNT IN ' ®� CITY OF FIRE STATION 15 12/22/2017 Suite 201n Seattle, WA 98101 Before n\`^�iOU DI I N z PERMIT RESUBMITTAL 2/12/18 orae WP `R RENTON 1404 N 30TH STREET p. 206.725.1211 ,9�' il - R 1 N o PERMIT RESUBMITTAL 1/29/18 ENN"@SMN RENTON, WA 98056 � . f. 206.973.5344 eb3 I'(� F, msrsss �y`�' Oil p BID ADDENDUM NO. 2 I /16/_18 DATUM esS70NAL ` �- xcwm.w Planning/Building/Public Works Dept. C4.03 engineering pllc wxw.lp4engine ngmm 7-800-424-5555 IF NET WE HER NO. REVISION BY DATE APER ANTINSEN UTLfTY AND PAVING DETAILS T Q J F_ Z W O 0 U F_ F_ Z 0 v 10 - KKK - WIN IIINFENI -- Tons a.e e IT TwINKIKITy. w ._.. 7 .. �,y N L'dxrYVwmt♦.Ywt yIT Im ' _ ..1 I'1 141 �TI -mom S P ra IT ,. I j �uNe n04 I S SKY _ ENt TE. AV d♦ S. Nis – cne...m cnAAa wnx a�reWIT FENNKIN-'.N- Um Nis COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH COR STD PLAN 102 CEMENT CONCRETE SIDEWALK 2 COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE 3 COR STD PLAN 104,4- CEMENT CONCRETE DRIVEWAY ENTRANCE 4 C w\hw w,� 1 4:•�• i a w¢ t s „y OWNS Kmwe¢–� IFINISH SURFACE PER PLANS .. —� 20 i' bLN IS Fvp p t N NEAT -LINE TRENCH (TYP) \ `" .,r:7i""`.wwm•w '�"" WHEN DEPTH IS LESS THAN I \ 4FT HITT A / TRENCH BACKFILL PER \ — — — — — 7,71 KIWIi. :'.:'-�. --- --"-- PROJECT SPECIFICATIONS. 120667 m \ 207,21 7 / Scale 1"_5. eas.E!"sx d a\. d /. Tc EJI ✓ PIPE �iv rw ',• /• \ 4" MI 206511P P d 20)09 O {' WIN. IF,CDF PER WSDOT STD SPEC 30" MAX _ d d C msm 2-09.3(1)E — —1— -- — -- VEM STANoneoslo[eewM- d a ixnAUAmx ��-� \d d 4 3 °°�°"""' Is6x'6x MMxronmv[xnux[) MS NTS COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION 5 CDF TRENCH BACKFILL a d 4.4 C d SAWCUT, TACK COAT AND SAW -CUT, TACK COAT AND \ FINISHED GRADE 12 GMATCHRADE EX ASPHALT MATCH EX ASPHALT GRADE FINISHED GRADE EXISTING ASPHALT i EXI TING ASPHALT 12 ��. NOTE: " FOR ON-SITE USE ONLY EX PAVEMENT SUB -BASE MUST \ FOR ON-SIIE USE ONLY 20665 FL 306.89 Ri / BE COMPACTED TO 95% MAX. / DENSITY PER ASTM D1557207.43 UNDISTURBED PAVEMENT 4:1)20' CONIC DRIVEWAY PER 20)43 R o��o oL po�0 0� O Oo SUB -BASE MUST BE u COR STD PLAN 104.4 o U 4" HMA CLASS 1/2" ASPHALT 6vc. a MODIFIED AS SHOWN CONCRETE PAVEMENT oho ao COMPACTED TO 959. MAX. " DENSITY PER ASTM D1557 O 1 0 t o k 7 Oo0no0o OoC OO O� O �. oc UoC U 6" CRUSHED SURFACING BASE a'° ; , :b o a'- COURSE PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% 3" HMA CLASS 1/2" ASPHALT CONCRETE MAX DENSITY PAVEMENT / SUBGRADE COMPACTED 4" ATB € J// 12° GRAVEL BORROW PER WSDOTACTT TO FIRM UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE W-398703 g SECTION 9-03.14(1), COMPACT TO �] Q t SUBGRADE COMPACTED PER 95% MAX DENSITY PER ACTWSDOT SECTION X DENSITY S-398703 GEOTECHNICAL COMPACT TO 959, MAX DENSITY £ OR EX SUBGRADE MOISTURE g RECOMMENDATIONS CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX R-398717 NOTES: PER ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX DENSITY OR EX SUBGRADE MOISTURE SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. CONDITIONED COMPACTED TO 95% MAX IN COMPLIANCE WITH CITY OF RENTON STANDARDS a L SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM 01557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA DEVELOPMENTENGINEERING REM 3 SECTION 5-04. ;{� PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. IFI12-James 02/15/2018 € CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. OF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE I MS MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS1" = 5' a ASPHALT PAVEMENT - HEAVY DUTY tti J n ASPHALT PAVEMENT- HEAVY DUTY -ALT 1 WEST ENTRANCE DETAIL 11 4�,sFONE Imm1932 HIM Ave Call 3 Working Days e °° H 9 `""` 1"=20' ^'� TNT IN ' ®� CITY OF FIRE STATION 15 12/22/2017 Suite 201n Seattle, WA 98101 Before n\`^�iOU DI I N z PERMIT RESUBMITTAL 2/12/18 orae WP `R RENTON 1404 N 30TH STREET p. 206.725.1211 ,9�' il - R 1 N o PERMIT RESUBMITTAL 1/29/18 ENN"@SMN RENTON, WA 98056 � . f. 206.973.5344 eb3 I'(� F, msrsss �y`�' Oil p BID ADDENDUM NO. 2 I /16/_18 DATUM esS70NAL ` �- xcwm.w Planning/Building/Public Works Dept. C4.03 engineering pllc wxw.lp4engine ngmm 7-800-424-5555 IF NET WE HER NO. REVISION BY DATE APER ANTINSEN UTLfTY AND PAVING DETAILS T Q J F_ Z W O 0 U F_ F_ Z 0