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n ��x �j ^ - -DHA 2596-77 13'7.00 (CALCI r'•i rvasns'z2"w - - -- -- _ _ -551+02.39 3-1D" DEG ���,}l '.:J` 1"J&� PIPE IS -r Cri REBAR/ CONTROL CAP 11 �� �� L�� z 12��-2260'6'E OF PROP LINE I 224.04 LT I 1 � END OF FENCE IS N 192409.364' �� �� 3-°�� GRASS 0 0.6'E OF PROP LINE N N E 1302594.966' 6"DEc�� -- --�-PT D_ I EL 220.73' 1o\D\0 - _ _ _ p �-22 LEGEND 11' STEEL FENCE PRO PGST 6 F 2.0'E OF PROP LINE c`�� tz .pEc -2 -� -21--__--z O I _ PROPOSED RESERVOIR LIMITS N - - - - PROPERTY LINE (� ----- - NOT PART OF THIS CONTRACT AND �230� 1 ^ DEc - - - - UNDER SEPARATE PERMIT - EX CONTOUR (INDEX) 26' DEC- '� �� -23/-_ >�5 --z � �� -- EX CONTOUR ,22 AREA 3� ��� `- 20 0 10 20 40 _ _ _ _ RETAINING WALL UNDER - 230- - PROPOSED CONTOUR (INDEX) LID I /' -- �RE,SEFWOIR "` SEPARATE PERMIT BY OTHERS 231 z PROPOSED CONTOUR i �� 10 PARKING STALLS z I � FF °22Q0 I Scale 1°=20' - - - O I �� cgs DEC \ 9' WIDE FF 78.0 FINISHED FLOOR ELEVATION F AL -_--_ - - � � �\ � BY OTHERS I Q PERMEABLE PAVEMENT BY OTHERS ifi'LLLLLLLLLLLd PROPOSED BUILDING 7p / a�� \� PERMEABLE PAVEMENT BASE, RECEPTOR, LAYER r.`.oa E.o1 CONCRETE PAVEMENT /DEC AND TEMPORARY PROTECTION BY CONTRACTOR co (:1)(: ^� 10 HEAVY DUTY ASPHALT -� f - Ea_o� qt.o� PAVEMENT BY OTHERS r\ / PROPOSED PAR #33421 HEAVY DUTY CONCRETE lLl _ _ _30" DEC PROPERTY WORK IN AREA 2 (SHARED) PERMITTED UNDER J LIGHT PER ELEC -t1i SEPARATION LIN THESE DOCUMENTS BUT INDICATED "BY OTHERS" ASPHALT (AC) PAVEMENT e" DEC __ SHALL BE BY RESERVOIR CONTRACTOR. SEE WATER MAIN UNDER SHEET C7.02 PHASE 2 SITE DEMO AND TESC PERVIOUS PAVEMENT SEPARATE PERMIT IS . - - - - TO SEE TEMPORARY CONDITION TO BE BY OTHERS` - 21 INSTALLED BY CONTRACTOR. GRAVEL PATH • - - - - -- -- �� \ " RIM 211 AREA DRAIN W/ DOWNTURNED ELBOW L'=i=r _✓ = RIM 211.fi8 4 SITE WALL PRIVATE FIRE HYDRANT r'1r Cv4 / M✓ -`i �:= �_ �- �- r �- r WORK SE ATION IE 210.07 (6" E) OUT 16.0" _ 1\ VERTICAL CURB UNDER SEPARATE �'�� r 1 \ 1/\9'\-1'\ '-T'\ 1'\ 1_ 1'\ 1 -'Tyre' r\h'\ _-1'\ �\ \yT LINE HAND HOLE FOR FUTURE FIBER EXTENSION PERMIT BY OTHERSS.i ,vii - -� 1-v .1 moi- i �15ij �i --` /`-'r�-'` > \\ \ l TO RESERVOIR CURB AND GUTTER �r P1! 51 �' g•, �' Y ?-'1'-'1r-'-'1r�'r-'1r \ \ \ Is 03' (1)1" CONDUIT FOR FUTURE POLE LIGHTING PER ELEC DRAINAGE SWALE DHA 2596-76\ I 2 _"r%:IT'N=y =y _,rr _-� `,'i ir:- 11 '_''_1'_1'_1 L�N`i=7� ✓ 7: L OF P 30 LF fi" SS 0 2.67 j GRAVEL DISPERSION TRENCH s�i;�ii �`i �'� �;�- "ry �� �"s�'1s�'-�i�s� UPSTR RUCTURE (1)4'CONDUIT FOR FUTURE RESERVOIR PER ELEC Q\'I'N'I .1 -�f Iff x'14'f<A � 1 _/T -1 -X14-14-X14-X14-�15 T'=�15 ��15 �; OCATE (1)4 -CONDUIT FOR FUTURE RESERVOIR PER ELEC BIORETENTION POND N 192252.456" `i's is .L'z-�.1-.1_ �.1- 1 1 1_�.1_�.1' ~ PROVIDE CONNECTION TO EX SSMH IE 209.28 ® QUARRY SPALL DISCHARGE PAD E 1302633.016 I r-• VERIFY IE AND LOCATION PRIOR TO CONSTRUCTION OF ANY PORTION EL 211.80• I-1 VERTICAL ) OF SO AND/OR PLUMBING 8 AREA/YARD DRAIN VERTICAL CURB 2 T- - _ P 3 1a JR `GCURB '.01 :'. \ 6" DCVA INSIDE 10 TRENCH/CHANNEL DRAIN `'v1 0 . MECH EQUIP AND 2-1/2" INSTALLATION PER 40 R2 PAD PER COOD CONNECTION - - - - 0 ON CATCH BASIN TYPE 1 - - CDR STD PLAN 360.5_ - L Sp•_ z 1 MECHANICAL AND FDC CONNECTION L� STRUCTURAL W MECHANICAL COORD CONNECTION W/MECHANICAL CATCH BASIN TYPE 2 O �� -- T9H (40 ULA) W/MECHANICAL RB00 a 21 '- RIM 215.28 STORM DRAINAGE PIPE IE NE 209.28 3e EF 6" DI W SERVICE FOOTING SUBSURFACE DRAIN \ HEAVY DUTY IES 209.18 FOOTING/ SUBSURFACE VERTICAL CURB hT 2 I 1 CONCRETE (TYP) eo1 Oo DETENTION SYSTEM E°_81 BY OTHERS 401 CONS WALK (TYP) I CHANNEL TIO 38 LF 6" DI W FDC LINE r 1 CONC CURB WALL I o o �. I L _ _ _ J BY OTHERS 1 AREA 1: I I 43 LF 2-1/2" W SERVICE ° STORM DRAIN CLEANOUT rPOORD BLDG CONNECTION GAS METER PER MECHANICAL 1 W/MECHANICAL IS 208.3 FIRESTATION #15 S. EN OF E IS CITY FIBER VAULT PER ELEC ° FOOTING DRAIN CLEANOUT (2)1" AND (2)4" CONDUITS FOR 2 ,Q p 0.4' 0 OR LIN (3.6' BELOW FF) r FUTURE IMPROVEMENTS. CAP AT - - _ / FF 212.0 1.5" DCVA PER COR STD PLAN 340.8 y� • DOWNSPOUTS PROPERTY LINE PER ELEC _I .\ OIL WATER SEPARATOR REFER TO SHEET I FOR IRRIGATION PER MECHANICAL \ I 1 I I PLANS X03 SSCO SIDE SEWER PIPE �- \ I / Q E 3342iv-.r�.rr 1/ SEWER CLEANOUT �y CURB TAPER ,` 1 SSCO PER I OIL WATER SEPARATOR I / GATE PER ARCHITECT PER MECHANICAL / COR STD 2" W METER PER COR STD PLAN 320.3 CEICONC CURB WALL APPROX \• / 403.' TO BE INSTALLED BY CITY FORCES qL02 SIDE SEWER CONNECTION 1.5'H BY OTHERS CONC WALK 1" IRRIGATION METER PER COR SID PLAN 320.1 a 0A L CR I (TYR)\\ I \ TO BE INSTALLED BY CITY F RCES P� BOLLARD € 7 ( PLASTIC WHEEL STOP 4. a.01 F 1 10 FIRE HYDRANT i TYP) b 01 PIV PER COR STD PLAN 360.5 3 ADA STALL 20 ((2)3"I WATER FITTINGS 01 z0 0' . \ \ CONDUITS PER ELEC ROT 90400 \' ADA SIGN 8 71 LF11 6 SS L RI FDC PER COR STD PLAN 360.5 WATER SERVICE LINES 1Q HEAVY DUTY ASPHALT N-- • \ao 210.49 I P� � DRIVEWAY BY OTHERS -- \ 39 IE W 21034 . �f 1 WATER METER R15.5' - -� 45 BEND IE E 210.39 (1)2" CONDUIT PER ELEC P3, \ \ - UTORE BOT 20 FIRE HYDRANT PER WATER SERVICE LINES ASPHAL j / I 48 LF 6 55 .t RIGHT-OF-WAY COR STD PLAN 310.1 PLo,? FIRE SERVICE LINE IF NJ 8 z IVE RY 5 - _ 2 G 9 PROVIDE WYE CONNECTION TO EX 8" SS IE 206.04 VERIFY IF AND LOCATION Effm FIRE SERVICE VAULT SE BACK o - PRIOR TO CONSTRUCTION OF ANY PORTION OF SS AND/OR PLUMBING SSCO. AT CONNECTION PER COR STD. 403.1 FIRE SERVICE CONNECTION 200 -soa z m 1225 DRIVE / u, 20' CONIC DRIVEWAY , •� T _ T T--- -T T - T STA. 15+13.17, 23.97' LT 8. p INSTALL EMERGENCY VEHICLE SIGN GAS SERVICE LINE BY 'z } DS ° °' \ V z��-GONCREYTE WALK- tt219.12 W11-8 PER COR STD PLAN 129 '04 APSE CONTRACTOR TO \ - _ - - _ - i�1219 SD_ C COORDINATE a �/ 55 LF 6 DI FIRE SERVICE ¢' 36 CONIC DRIVEWAY PER a COR STD PLAN 104.4 ^". n - h ,PER COR STD PIAN 360.5 �D1p - e-��-SS----SS----55- I' `� -_ 8' HYDRANT MARKER PER 6" DI FIRE SERVICE fico / 39 LF 6" DI FIRE �� R \ SS - SS --r COR STD PLAN 310.3 fOtr- - -- CONNECTION PER COR L`C/=�1n/ HYDRANT CONNECTION PERI 1-�J98701 STA. 12+77.17, 23.88' RT STD PLAN 360.5 (TYP /896.845100,L COR STD PLAN 310.1 � 16+00 g` INSTALL EMERGENCY VEHICLE SIGN 8' CONIC SIDEWALK PER �j� m 53 LF 1- IRRIGA ION SERVIC OF 2 I y COR STD PLAN 102 //7 37 CONNECTION Pfil� COR STD P//..��N 3201.TRANSVERSE FLE%IBLE PVMT PATCH PER COR STD PLAN 110 W-398701 _W11w8 PER COR STD PIAN 129 `� TO BE IN IT BY CITY FO1&° S \ RESTORE IMPACTED PAINT STRIPING IN STREET (TYP) a0 �� W---- W---- 8' PUNTING STRIP-_ 2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS $ - - W--- Ww -- w-'��� --a- w --b__ W_\ \ \ TOP NUT 215.09 CL.o4 3 \�� PER LANDSCAPE _ - D 12"A $ -7-- W�--- ry_ L AN s\4_ D--sD--__<„12'COi\"C__ s, "CNC \a,s STA. to+zzn, 13.m' Rr _^'-�1 "CMP WASTEWATER UTILITY (D �fiICONCRETE-WALK- - esD a _ 53 LF 2" W SERVICE a o STA. 14+20.67, 13.07 RT 1z"X6" TAPPING TEE MJ % FL -SD- DEVELOPMENT ENGINEERING .� CURB AND GUTTER PER - T -=- a- E _CONNECTION PER COR --dJ72"X6" TAPPING TEE (MJ X FIT) CONCRETE BLOCKING ) - 1 a7 w, (Fitz -James 02/15/2018 O dchristen 02/15/2018 +. COR SID PLAN 103 SEX 12" DI WATER MAIN --- -STD PLAN 320.3 TO W/ CONCRETE BLOCKING PVi ASPHALT / A-435 ZONE WITH STATIC PiJ BE INSTALLED BY CIN 2 6' GATE VALVE (FL X MJ) b \ p W\ e STREET LIGHT AND CONTROLLER CABINET PER ELEC PRESSURE OF 96 PSI .SOLID LID) FORCES 6- GTE VALVE P(FIL N 3 OJ1 fa:01 PER COR. 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D�9 RISEN lie 4GItlRC1CBlm¢ItlNG Pbi,V8RT6LL 1R'Nlk ngNR uMMMRNExs rrtRvaPB xrsex ma NTS (� COR STD PLAN 330.3 CONCRETE BLOCKING FOR VERTICAL FITTINGS \8 R-398716 S-398702 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O WATER UTILITY (Fitz -James 02/15/2018 Abdoul Gafour 02/15/2018 FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 GO US) O O ^I U T Q J F- z w 0 0 U ir z O U) z 0 y`F— REAREAME VJ 0= LL 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 O°�°"""' 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 O°�°"""' 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 O°�°"""' 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 O°�°"""' 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 01 N '1m N D- I 00 CO I 0 F_ T y`0 VJ W D_ WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATION AND SPECIAL PROVISIONS AND WSDOT/APWA STANDARD SPECIFI. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425)430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH A21.10.87 AND ANSI AWWA C110 A21.10.87 OR COMBINATION OF ANSI AWWA C110 / / / C110/ A21.10.87 C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED,DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT) 10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NOEPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11.THE 4 -INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HAROCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17"PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATION OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20, A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24, ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS. WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC UNDER IMPROVED AREAS. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING BUILDING PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION 7. PLANS APPROVED BY THE CIN OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTION TO MATCH PAVING. NTS L SANITARY SEWER NOTES V JOINT (TYR) WALKWAY NTS LANDSCAPE MAINTENANCE STRIP 3 VERTICAL CONCRETE CURB b IAFLN CONC PAVEMENT 2" FINISH GRADE Jl a I I -J NTS J CURB TAPER / w 12" X 12" FRAME AND GRATE (SATHER MANUFACTURING 1212 FRAME AND GRATE OR APPROVED EQUAL) 1!6 " RISER T12Z"ISER 18" RISER 18" JUNCTION BOX { 17" X 17" AREA DRAIN BY CUZ CONCRETE PRODUCTS OR EQUAL NTS 1811 x 1811 AREA DRAIN NTS NTSNTS WATER UTILITY NOTES 9 lti J 0 NOT USED 10 NOT USED 4 1932 TIM Ave Call 3 Working Days eW�SSIONATt peH 9 "'I "°wIIII CITY OF Imm Suite 201 Before u DIG! @ P =zo Seattle, WA 98101 PERMIT RESUBMITTAL 2/12/18 * RENTON p. 206. 73.5341 9 PERMIT RESUBMITTAL 1/29/18 w.�.SMNf. 206.973.5344 �g p BID ADDENDUM NO. 2 I 16 18 Planning/Building/Public Works Dept. engineering pIIc wNN.lpdengineedngmm 7-800-424-5555 NO. REVISION BY DATE APPR XAE"C0N"`L' MOUNTING ON EXISTING METAL POLE OR LUMINAIRE. � f t%�� Me �%A�nSf r OV.I.,A. MINArEa s011f;MGST law `S$���" 15La C�caar�>�Afl@£i XA LNOV. �_IF FnNfdepIIlg/Lr�, A(e !pETV ' i A . V47 $N ipf )IGy�5�4'' r ee) �l1OM PAti ORIENTATOM'. u pO51E TYPE ST -4 SIGN SUPPORT MOUNTING ON METAL POST SIGN URI.IG 111DRR5� IC i OST p dEPARTMENT� FA Pl3TED NTS COR STD PLAN 129 - SIGN MOUNTING ON SINGLE METAL POST W-398704 S-398704 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 02/15/2018 ' FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 X01LD Q J F_ Z cW G U O 0 F_ U F_ Z 0 N 0 00 000 0 0 C'7 C10 C"7 � � I CV N (L C) w r Z 0 Q C0 w IIr LL 3 Z a a 0 a Rm I 0 L0 0 I 1 N N I c 0 V) c i c 0 L 3 Im V) t U 0 U J J a 0, c W 0 J w Q z w \ 1 �'00 CALL N89*05'22"w " - - - - - - - - --551+02.39 DHA 2596-77 3-10', DEG \ �\ 1 "IRON PIPE IS 2 224.04 LT REBAR/ CONTROL CAP I� \\\ \\\\\r2-1 -2260'6"E OF PROP LINE END OF FENCE IS N 192409.364' I \ \ \ 3 4- GRASS 0.6'E OF PROP LINE E 1302594,966' _\ \\ ------ --��T 8" DEC �0" DEC \ - EL 220.73' \ r -22 � STEEL FENCE POST-- 2.0'E OF PROP LINE I 12"\DEC - 2 - - \ PROPOSED RESERVOIR LIMITS N III-2 1-__---� \ \ ----- -- � - - \ x NOT PART OF THIS CONTRACT AND i 1 " DEC \ \ - - - I UNDER SEPARATE PERMIT \ 26" DEC-� � - \ /22 AREA 3: 1� \ 20 0 10 20 RETAINING WALL UNDER - - - - \ RE�SER ; IR \ I SEPARATE PERMIT BY OTHERS I FF 0 �O \ \ \ \ \ I 10 PARKING STALLS Scale 1"-20' `9 \ 9 WIDE 2-12" DECK _ _ / BY OTHERS PERMEABLE PAVEMENT BY OTHERS 10 / 1g� \ \ PERMEABLE PAVEMENT BASE, RECEPTOR, LAYER q 04 �1 10 HEAVY DUTY ASPHALT /DEC PROPOSED AND TEMPORARY PROTECTION BY CONTRACTOR c`o3 c4o3 PAVEMENT BY OTHERS I / \ \ \ PROPERTY PAR #3342 WORK IN AREA 2 (SHARED) PERMITTED UNDER J 12 DEC _ - - 30" DEC \ SEPARATION LINE LIGHT PER ELEC - - 217- \ THESE DOCUMENTS BUT INDICATED "BY OTHERS" \ \ \ SHALL BE BY RESERVOIR CONTRACTOR. SEE WATER MAIN UNDER 8" DECK _ _ \ \ SHEET C1.02 PHASE 2 SITE DEMO AND TESC SEPARATE PERMIT 15 - - -\ , TO SEE TEMPORARY CONDITION TO BE BY OTHERS tit1 21 - \�\\ \ INSTALLED BY CONTRACTOR. -�-'� _� \ N 18"x18" AREA DRAIN W/ DOWNTURNED ELBOW \�� \ RIM 211.68 -`I / - '1? -`I / �i-`I -`I / -` - / `I -`I `I / - \ I E 21 0.07 6 E OUT PRIVATE FIRE HYDRANT Ll / ; / / , / ; / / ; / / ; / ; �f / , / ; / \�'`,' WORK SE ATION ( ) UNDER SEPARATE /I /I /I /I / /I / /I /I /I /I /I / /I \ �J�N �`' LINE / / \/ , �� ,, / ,� \� �, Cp HAND HOLE FOR FUTURE FIBER EXTENSION PERMIT BY OTHERS 21//_� /_ /_�/_ /_�//_�/_�/ / / / �/ /I /I /I /I /I � / � /I � I %(/I � /I � /I /I � /I /I � / � /I � TO RESERVOIR -- I-- I-- I- I-- I I-- I- I-- " (1)1 CONDUIT FOR FUTURE POLE LIGHTING PER ELEC / IS 0.3'W I� /I� /I� � /J/ /I� /I� /I /I /I�H/\1 � I� / � � /I� /I� /I� /I� /I� /I� ^�' /- /- /- /- /- / / /- /- /- /- /- / /- OF PR DHA 2,59 6 7 F'' I - - - - -, I - \ I�\ , -, -, -, -, , , 30 LF 6 SS 2.6% / �/ \/ z/-\/ �/ �/ ��/ UPSTR RUCTl1RF I /I �� / / /I /I /I /I / /I / a (1)4 CONDUIT FOR FUTURE RESERVOIR PER ELEC ; 1- I- I -, N 1-, 1-, 1-, 1-, 1-, 1-, 1-, 1-, 1- '; I-, 1-, // �/ �/ �/ �/�/ �/ �/ �/ �/ la.. 6 SOG W REBAR /I /I /I LOCAT / N 192252.456 - / / / / / / / / / / / / / I/- 1/- 1- '/- 1-� , -, -, -, -, I- -� 1 , 1-, /i /1 /1 /1 PROVIDE CONNECTION TO EX SSMH IE 209.28 1302633.016 ,,--------VERIFY IE AND LOCATION PRIOR TO CONSTRUCTION OF ANY PORTION R L I EL 211.80' I i1: �4 ''''"'VERTICAL'• • •-•:.. -: OF SD AND/OR PLUMBING I VERTICAL CURB 2 P 3 :�' -'. • CURB 4.0 .•.•.... - " "'. """' """ / 6" DCVA INSIDE MECH EQUIP AND INSTALLATION PER PAD PER 2-1/2 W SERVICE COR STD PLAN 360.5 c R2 COORD CONNECTION - 5 MECHANICAL AND : • . - FDC CONNECTION COORD CONNECTION \ \ STRUCTURAL 1 I W/MECHANICAL COORD CONNECTION W/MECHANICAL R - ....... ...:: • W. :.: 1 V111 +o L,1 �) W/MECHANICAL Bop, Q 21 - I V RIM 215.28 \ \ �� I IE N E 209.2 38 LF 6" DI W SERVICE I� \ I \ HEAVY DUTY 1 I� E S 209.18 VERTICAL CURB ?,, 2 CONCRETE (TYP) �1 C4 01 BY OTHERS f 1 4.01 CONIC WALK (TYP) I CH AN N ELE OTTO 38 LF 6" DI W FDC LINE N C-,] 6 SOG W/ REBAR 1 CONIC CURB WALL D Co I II N 43 LF 2-1/2" W SERVICE BY OTHERS - - I COORD BLDG CONNECTION AREA 1� �� PSE 3030 CONCRETE HANDHOLE PER ELEC GAS METER PER MECHANICAL 21 W/MECHANICAL IE 208.3 FIRESTATION #16 . S. EN OF FE (2)1 AND (2)4 CONDUITS FOR 2 .0� 0.4' 0 PR CITY FIBER VAULT PER ELEC FUTURE IMPROVEMENTS. CAP AT _ (3.6 BELOW FF) I I I 1.5" DCVA PER COR STD PLAN 340.8 PROPERTY LINE PER ELEC a a OIL/WATER SEPARATOR F 212.0 I I REFER TO SHEET L2.01 FOR IRRIGATION C�o2 PER MECHANICAL 1 % III PLANS. 1 CURB TAPER \ ` / I P C 34Z �04 OIL WATER SEPARATOR I / SSCO PER II I 2" W METER PER COR STD PLAN 320.3 6 COR STD TO BE INSTALLED BY CITY FORCES C4.o2 GATE PER ARCHITECT PER MECHANICAL \ I COR CEICONC CURB WALL APPROX I // 11 1.5'H BY OTHERS CONIC WALK \ ` c� ` I 1 IRRIGATION METER PER COR STD PLAN 320.1 12 6" SOG (TYP) (a:), 1 \ I I TO BE INSTALLED BY CITY FORCES C4 of PLASTIC WHEEL STOP I I 10 (TYP) a�. 0 :: o° PIV PER COR STD PLAN 360.5 c J J ADA STALL I._:20,0' .- : 71. (2)3" CONDUITS PER ELEC \ �:.:.:.:.� .. ....:.......:.... .. :: _ It L Z-U+.1� I 10 RnT 2�4 �O \ ADA SIGN 8 1-•- -.--` RI FDC PER COR STD PLAN 360.5 9 10 HEAVY DUTY ASPHALT 4.0� 7 LF 6 SS:....: �: \ I 210.49 �� DRIVEWAY BY OTHERS °� ®.'.3:9%...: IE W 210.34 C�.03 CL.03 _ �� IE E 210.�FIRE (1)2" CONDUIT PER ELEC R15.5' -- - 45°--BEND::': : : FLAGPOLE AND ��, ` :•:•'••:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:••:'a:• UTURE BOT 20YDRANT PER BASE PER LS o » RIGHT-OF-WAY )PHAL I .'.48 LF 6 SS.. - COR STD PLAN 310.1 SETBACK iih i1 i z IVE R��� - - - .® 3.9% Y 1 II - - PROVIDE WYE CONNECTION TO EX 8 SS IE 206.04 VERIFY IE AND LOCATION 0 9 - - ;� PRIOR TO CONSTRUCTION OF ANY PORTION OF SS AND/OR PLUMBING a LT SSCO AT CONNECTION PER COR STD. 403.1 UV I LI`t.JL �U - - � 20.0'_ ° - _ s 9°0429"� � ::-.• :.. - •a ' ::... - ..: DRIVE � > 20' CONIC DRIVEWAY ° _ - - - - -_ - 1225 DIRT STA. 15+13.17, 23.97 LT ° -.� a - T - T - - - _ T. �..r. _ T�.�... \ 26 1° ADS ° 00•. g1 ` 20 INSTALL EMERGENCY VEHICLE SIGN AWGAS SERVICE LINE BY - - - - - _ _ .. • . • ... • . \ ... • .1. N 1222/U� GDN CRE\TE WALK X 219.12 W1 1-8 PER COR STD PLAN 129 PSE CONTRACTOR TO , - - - - - _ _ - - - - 1219 COORDINATE CD 55 LF 6" DI FIRE SERVICE 36 CONIC DRIVEWAY PER 40 COR STD PLAN 104.4 ry CO PER COR STD PLAN 360.5 �o - - - - SS - I S - 8 HYDRANT MARKER PER /� 6 DI FIRE SERVICE 0 Co 39 LF 6" DI FIRE �� \� _ _ - SS - - SS - -� o COR STD PLAN 310.3 �0$ - - - - _ CONNECTION PER COR 4� / / HYDRANT CONNECTION PER(a:) / STD PLAN 360.5 (TYP /896.8�5®O L COR STD PLAN 310.1 � 16+00 STA. 12+77.17, 23.88' RT 53 LF 1" IR GA ION SERVIC E i INSTALL EMERGENCY VEHICLE SIGN LOP COR CONICSIDEWALK PILDAEN ALOK2 PER TfH sT CONNECTION S COR STD P\ N 320.1 OF 2 TRANSVERSE FLEXIBLE PVMT PATCH PER COR STD PLAN 110 - - W8 PER COR STD PLAN 129 TO BE INSTALLED BY CITY F � S� \ \ 8 PLANTING STRIP _ - 12 \ 5 \ RESTORE IMPACTED PAINT STRIPING IN STREET (TYP) c` - - - - q -�- W-�--- -\ BY OTHERS \ 8 \ \ PER LANDSCAPE _ _ _ \ D 12"A S W - -- SD -- 12", �'C NC N_ '�313 'STA. 14+27.17, 13.07 RT -�\ 13 � CMP -ICONCR�TF d(IALK 850 a °_ 53 LF 2" W SERVICE 8 o STA. 14+20.67, 13.07 RT �12"X6" TAPPING TEE (MJ X FL) 1 SD E = CURB AND GUTTER PER '= - - ° CONNECTION PER COR - - - 12"X6" TAPPING TEE (MJ X FL E- - - EX 12" DI WATER MAIN - - - ) W/ CONCRETE BLOCKING 47 W_ \ 4 COR STD PLAN 103 - STD PLAN 320.3 TO W/ CONCRETE BLOCKING 6" GATE VALVE (FL X MJ) \ PVT w ASPHALT I A-435 ZONE WITH STATIC PP/UG 2 STREET LIGHT AND CONTROLLER CABINET PER ELEC PRESSURE OF 96 PSI BE INSTALLED BY CITY 6 GATE VALVE (FL X MJ) c� PER COR STD PLAN 300.1 \ v SOLID LIDi FORCES PER COR STD PLAN 300.1 IN_ 40 1932 First Ave W �Sjy�- -11 SURVEYED: SCALE: ��� HORIZONTAL: NAD 1983/1991 Call 3 Working Da s � � ° I VERTICAL: NAVD 1988 Suite 201 y �� �� � DESIGNED: 1 -20 CITY OF Before You DIG! Seattle, WA 98101 DRAWN: RENTON p. 206.725.1211 •fit 0'8, o 30766 p S M IN f. 206.973.5344 �o �cisT1✓g� �`� ONE INCH DATU M �� f`�s G1� CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. Sj�NAL �� IF NOT ONE INCH engineering pllc www°Ipdengineering.com 1-800-424-5555 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY C0P#1 2/23/2018 LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT ..........:.:::.:: HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT :.. GRAVEL PATH SITE WALL VERTICAL CURB CURB AND GUTTER DRAINAGE SWALE GRAVEL DISPERSION TRENCH 1U- 1� - BIORETENTION POND ED QUARRY SPALL DISCHARGE PAD O AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN O DETENTION SYSTEM 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS SSC0 SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION BOLLARD • FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVI R-398741 S-398705 W-398705 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 UTILITIES AND PAVING DATE: 4/3D0/2019 F1 PAGE: DRAWING NO: 04.00 SHEET: 1 4 OF:18 00 L0 0 0 0 N 0 0 a J 0 0 0 0 T VJ Z Q 0 0 W Er L0 Z 0 Q w Ir LL rV 00 W �M M� � N N CL C) W I- r Z 0 Q W Ir LL tIYMPIANftNERALMOM Iftwill P.I01ftOW 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WRH TH E'. LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS 5TANDAR D SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT'/ AP W A STANDARD SPECIFICATIONS, LATEST EDITION AS ENDED BY TY N. A SET OF Cl 1Y APPROVED PLANS SHALL E KEPT AT HFE AND DEVELOPER SHALL RESPONSIBLE FOR SECURING ALL NECESSARY TO THE PRIOR TOBOAT WHENEVER THE CONTRACON $MN PROGR ESSH A PIRk DCONSIFROCI ION CONFERENCE -SHALL BE HELD PR OR 80 1 HE START OFCONSTRUCTION. THE CONTRACTOR - _ _ _ - - - - CO NSTRUCTFON: 2 ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED.. THE CONTRACTOR SHALL, CALL 1 800 424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM. IMPROVE MEWS SHALL Sit NEW AND UNDAMAGED,AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CiTY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE 4 PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE THICKNESS 52 PER AWWA I LAND - . ALL#_ - III MAIN P CLASS G 5 C 104, ,11)iM$HALLBEPUSH ONORMECHANICAL1OINT EASYIRON OR DUCTILE IRON PIPE FITTINGS SHALL Of CLASS 2SOA5 PER ANSI/AWWAC1101A21.10-62 ALL DUCTILE IRON PIPE AND FITTI NGS SHALL BE WRAPPEDW91H9-MIL BLACK, TUBETYPE, POLYETHYLENE PEASTIC PER AW W A C105 STANDARDS. S: MINIMUM COVER FROM TOP Of WATER MAINS TO FINISHED GRADE SHALL BE'36 INCHES FOR PIPE DIAMETER OF IC•INCH OR LESS, .AND 48 INCHES FOR PIPE DIAMETERAE 12-INCH AND LARGER. 'MAXIMUM COVER FOR ALL, WATER MAINSSHAIL BE GOINCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRIJC"TIOW WHERE UTIUIYCONFLICTSOLCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECES-SA-RYTO CLEAR CONFLICTS AND TO PROVIDE MINIMUM_ COVER. PIPE- POLESTI9N SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS SPECIFICATION. FOR SIZEOF PIPE USED., ALL TRENCH; BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIM UM DRY DENSFLY AS 0ETERMINEIT BY THE MUCIIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM ANDORIVEWAY$:AND BS PERCENT MOO IN UNPAVED AREAS. ALL:PIPJ9.ZO14E.00MPACTION SHALL 6E 95MDD.. 6:. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNEE),: INSTALLED AND. POURED IN PLACE IN ACCORDANCE, WITH CRY OF. RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS! AND BASE OFNYDRANTS:. !MEGA -LUGS IORSIMILAR PRODUCE MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO ONCREIE BL.OEKING. 7 411L NEW WATER MAIN PIPES AND FITTINGS SHALE HAVEA FOAM PIPE PIG RUN. THROUGH TH EM PRIOR, TO BEING FLUSHED, JI1A NF1EiM,:ANO TESTED, .CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OE.AND UNDER THE $11,11PISIDASION OF A CITY OF RENTON UTIIITYJNSPECTOR. THE CONTRACTOR SHALL SUPPLY,: INSTALL AND REMOVE PLUGS,. "ICIRROBATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT; BLOCKING FOR TESTING AND PURRYACCEPTANCE.,. NO CONNEM- NSHALLBEMACEBETWEENTHENEWMAINORBETWEENTHENEWWET-TAP VALVE TOANVUSIINGMAT" UNTO: NEW PIPI NG HAS BEEN FOAM P IGGEDI DISINFECTED, FLUSHED, ANDPASSEDBOTH PRESSURE AND PURRYTESTING. EW Ry NWATER MAINS INCLUDING SERVICE LATERALS SHALL 61 *ikf,rfST'ATIG,PRESSURF OF PSI ABOVE WORKING PREiiURE WITH A MINIMUM OF 225 PSI TEST PRESSURE. F09=MINTITES WITH i`AMA I MUM OF SPSI PRESiiAE OWP OURING THE ENTIRE TEST PERIOD UPON SATISFACTORYCOMPLM69OFTIREFRIllNETEST,THELINESHALL BEWINFECTED,FLUSHED, AND THEN W Al ER SAMPLES SHat1 BE FOR PURETY TPSTING BY TRF PURUC WORKS tF{SPECTOR. 3 7MC-DWRACTUR SHALL NOTIFY THE CITY OFRENM VIIA'Fi1LUTILTTY AND MAINTENANCEDEPARRy GMAT LlFAM1011 ORKING .DAYS PRIOR TO MAKING. CO NNECTIO N S TOrTHE'lEXIMNGl. WATERSYSTEM. THE CONTRACTOR SHALL EXPOSE THE EIR.6TWG WATER MAIN AND FITTINGS AT THE CONNECTION POINT MIE ORKORDERM THE NECESSARY ADAPTORS AND FITTINGS RM1RfD FOR inE FINALCONNECTION. THE CON] RACTOR iNu. iVAT€, RffiiCvE ALL SU#FACE MATERIAF5; AND PRo+nef SNORING AND', ALL MATERIALS REQUIRED FOR THE CRYOF IEENTON TO PERFIDWINE COMNET. MTOTHREKI9M WATER SYSTEM. THE I PUBLIC R9WORKS WA'iMPLAN GENERAL NOTES STD. PLAN - 300.0 ':PARCH2T110 ITS COR STD PLAN 300.0 WATER PLAN GENERAL NOTES 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITYPRlvnrr IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT UD (SEE DETAIL A -A) Val IN UNIMPROVED RIGHT OF wz ? WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" LONG COPPER TAILPIECE. a 9' MIN 2' AA o I SIDEWALK it FINISH GRADE _ " ¢¢ TOUCHREAD WATER �U METER TO BE -_II 36" MIN COVER 12" SUPPLIED BY THE z_ f j J CITY TYPE "K" SOFT o w COPPER TUBING Nei NEW DUCTILE IRON WATERMAIN IF T SERVICE LINE TO HOUSE IS 3/4" 1" TO BE INSTALLED IN THE FUTURE GALVANINI ZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING /LOOPWN CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER Z COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215W00033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1' METER: FORD V13H72-15W-44-44G, OR TAPERED THREAD (CC)- QUICK JOINT - q BOTH INLET BRASS: CUTLET WITH QUI OR MUELLER: 1-B-24GS 2 (3/4" FB1000-3-q) OR AY MCDONALD 4701B BOTH INLET AND IXITLET WITH QUICK JOINT PADLOCK WINGS ON (1' FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FDUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PUBLIC WORKS 3'4" AND 1" WATER SERVICE STD- PLAN - 320.1 DEPARTMENT NOVEMBER 2009 C La 'r se F9 IkwWhT�9'a,'L7� W,� I s n1 ( ") J PLAN III VWN. MY s_Y=Na AN FREE � L7 UV "Tm A&SMWJ0 R F WL_ M W 05YOW wHae T� M FAT OF % �L it S Er 115TM OIL fiftt 1, a�1L tit�99L� OM � M r0Cl 90 E2VIP&MNT -'N i & L i 1211104N AFL MPAkAlm CT'dY PlIllmm Paw FOR THE ThT;SAalf ak,, Tt6E 4P�&TAI�A7T1G iFlu ITm AYSD Pprlif_ 'Its ftmg Wr WR-M I'� WTALL AW MklFsllTAN WE f MIN ALL PPM AM AFFP5RTE#COn $H13 1 11M A-411, ' DM ST i E TILED, BY A AFMIF OFIR 1F'I%JT _ AMAMY T,IMMR VIM ITS "ITAL DISTAUATOL AFTER REPAIRS awl ANNUALLY iMPEAFU AT WNEWS VXIGIEM, A WY V "RILE TENT REKW SHALL 'BE SEKrr kM M= TO rXrY TER 131`f1.4" UMEMNIP OEAIT i1i WXF LnJLPY"P T = _SPE'wALISTa F/ 4 --r 7a1, * OVA ABU Kwa E14x 'SHALL BE 1.4Gt17ED ON PMVATE'' POMPOR7V AND AS NZklil AS PNORE TO THE IICI±TL�vI ���C-�• TTAE#EdTT� WORKS aH TCT2"DOUBLE CHECK VAL'VI� STD. PLAN - 340.8 f B .ARTEIEIIK I ASSEMBLY T=OR IRRIGATION , RFSIDFNITIAI- FIRE-- SPRINKLERS IT' 5 ERVICE NIJ COR STD PLAN 340.8 3/4" TO 2" DCVA ASSEMBLY 1932 First Ave Call 3 Working Days Suite 201 Before You DIG! Seattle, WA 98101 p. 206.725.1211 0!-Q f.206.973.5344 10g� engineering pIIc WWw,lpdengineering.com 1-800-424-5555 3 cf TESTING DETAIL F to Er O NEW D.I. WATER LINE 7F TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BUND FLANGE ON TOP WITH 2' TAP AND 2" PLUG TEMPORARY PLUG (MJ) WTH 2-INCH TAP 1-BUND FLANGE ON BOTTOM AND 2-INCH BLDW-OFF ASSEMBLY 1-PLUG(MJ) WITH 2'TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK 3 m FINAL CONNECTION DETAIL F I,I � , NEW D.I. WATER LINE (�AFTER ALL CLEANING BY POLYPI., PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NO S. 1. TAPPING TEES SHALL BE MADE OF CAST IRON. DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER UNES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER ONE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL 4 a PUBLIC WORKS CONNECTION TO WATER MAIN WITH SM. PLAN - 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2O1.0 1N IT' COR STD PLAN 300.1 CONNECTION TO WM W/ TAPPING TEE & VALVE CAUTION VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. �, "us '!: r: ,• ' •. I PRIVATE PLUMBING .... ... ... 9' MIN. 2" MAX. - SHALL CONNECT HERE �o 4 nRw ] 1jFOR Z' BRA55 PLUG CRUSHED ROCK BASE (THREADED) TO SUPPORT VAULT. , BY PASS NOT ALLOWED IRRIGATION METERS 2 3 6 ] 7 s 1-1 /2 AND 2" WATER SERVICE DETAIL MIPT x WICK JOINT a MATERIAL T ASIDEWALK 1. 2" tapped tee on new water meter. 2. 4" long X 2" brass nipple with threaded ends (MIPT). �i, DRILL 2" DIA. 3. 2"-111-1, seat valve with threaded ends, square operating nut and valve nut extension If DRILL 2" DI HOLE FOR-' ` required (see standard detail 330.1). DEMCE 4. Two piece cast iron valve box. Standard B" top ...lion with regular bee. ... tar, length to fit, "lug" type Go 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass r bronze nipples 6" length, threaded ends 2 each 2°-90' brass or bronze elbows (FIPT x FIPT) 6. 2" (MIPT) x compression fitting, Ford C84-56 or equal. 7. 2' soft copper type K or brass nipples, length to fit. TYPICAL RIB 8. 2" threaded braes 90' ell. 9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald bras. 2-1/2' MIN. FROM NEAREST 3OB715WOFF775, with flanged angle ball valve and padlock wing. an Inlet, and angle check valve ANDFRONT EDGE OF PIT LID outlet, ball valve on bypass with padlock wing.. Customsetter shall have vertical inlet and outlet. 10. Rigid meters reader to be supplied and installed in meter setter b contractor. 11. Water meter shall be Supplied antl installed by City of Renton upon payment of all related water meter fee andsatisfactory pressure and purity tests. 12. 17"x30" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-15 with 2' thick Ductile iron damond plot. cover 18"x31' equal to Mid -State. Plastic., Inc MSCBC-173D-R with 2" drilled hole for t... hread pit Iitl, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner Is responsible for any necessary adaptation or extension of water service. MATERIAL LIST FOR 1-1/2" SERWCE WITH METER LOCATm IN RIGHT -Of -WAY BEHIND SIDEWALK 1. 2" tapped to on nowwater main 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded end., square operating nut and valve nut extension if required (see standard detail 330.1). 4. Two piece east Iron wive box. Standard 8" top section with regular base section, length to fit, 'lug type co 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT), 2 each 1-1/2" brass or bronze nipples 6" length (threaded ends), 2 each 1-1/2- 90' brass or bronze elbows (FIPT x FIPT) 6. 1-1/2" (MIPT) x compression fitting, Ford C84-56 or equal. T 1-1/2" soft capper type K or brass nipples, length to fit. 8. 1-1/2" pack -joint 90' ell, for Ford L44-77 or equal. 9. 1-1/2' Customsetterpwith by-pass Ford VBH 66-12B x 13-3/16' or McDonald brace, with flanged angle ball valve and adlock wings on Inlet, and angle check Valve outlet, ball wlw on bypass with padlock wings. Customsetter shall have vertical Not and cutlet. 10. Rigid meter spreader to be supplied and Installed in meter Better by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of .II related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" equal to Mid -State. Plastics, Inc BCF Series MSBCF 1730-18 with 2' thick Ductile Iron damond plate cover 18'x31" equal to Mid -State, Plastics, Inc. MSCBC-1730 R with 2" drilled hole far touchreatl pit IId and meter read Ile. 13. 1-1 /2" coupling (compression X FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner Is responsible for any necessary adaptation or extenslan of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY, EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. PUBLIC WORKS 2 AND 1 ?'2" WATER SERVICE LOCATED STD. PLAN - 320.3 e DEPARTMENT IN RIGHT OF WAY BEHIND SIDEWALK �T FEBRUARY 2010 COR STD PLAN 320.3 2 AND 1-1 2--WATER .,..'a BUILDING WALL © © MAXIMU pPVAE WILING Nor PROP D FERTYY IM CDXCREIE BC©Ras ONE •®�4 10 ..,: Di O PERIMETERS OF MINIMUM CLEARANCES • •51 MAx. © TO BE PAINTED ON FLOOR IN WHITE 7 ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO S. O7 9 m 'DO NOT BLOCK ACCESS" I 0 � 8 O 6 9 3 O U _ 4 INCH �" xe INCH 13 12 s DDCVA MUST BE INSTALLED IMMEDIATELY AFTER PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. a ROOM IN WHICH DDCVA IS LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. 9 8. HAVE A HEATING SYSTEM (40- F MIN. TEMP.) NO HEAT TAPE r m C. NOT BE USED FOR STORAGE AROUND THE DDCVA m I D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVe. A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE , RE CITY CITY OF RENTON FOR INSPECTION OF THE DDCVA oa AND METER. cur SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. 1. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 5D FEET TO BUILDING) a 2. BRANCH VALVE (FL x NJ) WITH VALVE BOX AND COVER -� 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND . yr FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH 5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL B. 1B" LONG SPOOL (FL X PE) 7. FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL B. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION MEW OF DDCVA DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR PIPE SUPPORT COLUMNS ADJUSTABLE UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. ADD WIRING IN ACCORDANCE WITH L & I 10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH 'SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL USTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS. `O• PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 380.5 ' DEPARTMENT LARGER DETECTOR DOUBLE CHECK z VALVE ASSEMBLY MARCH 2O10 J. 0� VIA o 30766 p FGISTtW ��sI�NAL NO. REVISION ITS 6 SERVICE ITS SSEMBLY O M. FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875' SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE RESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. MATCH SIDEWALK. HYDRANT. FINISH TOJOINT STANDARD 8" TOP SECTION WITH REGULAR BASE 1:7 EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION ® 2.1 BACK OF SIDEWALK AS REQUIRED. �CONCRETE SIDEWALK OR PLANTING STRIP RAISED PAVEMENT MARKER TYPE BB -A STIMSONITE TWO-WAY BLUE REFLECTIVE 36" MIN COVER Ny R-CONCRETE BLOCKING THRUST BLOCK ''y MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS n1 ONE MAN ROCK 1 6 // • 6" CONCRETE PAD ` 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL / %2.\ PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD' PLAN - 310.1 DEPARTMENT MARCH 2O10 3 IT' COR STD 310.1 FIRE HYDRANT ASSEMBLY 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE 9W BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SANG COMPACT SAND COMPACT SANG &GRAVEL 45' BEND 77 1// 45' BEND 11 7// 45' BEND 17 1/4' FITTING CAP OR PLUG & 22 1/2' BEND BEND EN LEE CAP OR PLUG & 22 1/2' BEND EN BEND TEE CAP OR PLUG & 22 D BEND 4' 6 41-1 4.2 9.6. 1.7 3.8 5.7 ..1 2.1 4.7 1.9 5.0 1.6 3.5 1.5 3.5 1.4 1.4 6 18.] 6.7 11.5 1. - 8.4 3.4 ... 6.. 8.. 5.5 7.4 0. 8. 37.5 15.0 26.5 78.8 10.8 7.5 20.0 74.0 74.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0' MIN. COVER FOR WATERMAIN 12' OR GREATER, MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF TURUST BLOCK (FT) = O.D. PIPE 4 1.0- I-T BLOCK LEA REFERS TO THE ICE OF BLOB( MEASURED IN SQIARE FF£T NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 e PUBLIC WORKSDEPARTMENTHORIZONTALANDE WNWARDD VERTICAL BENDS MARCH 2010 REMSEV Not to Scale LIFT POCKET - I ,- EJ -t. M , . . Wit • I . - - :w e i - AMx I� M\\\ EL • • BICILTIOrTA 1 i PE i J y i Aa r. 1 I� GkST I u•i 1 • A�ii �, ~, u I RJ IT a e o 4W (1 BEND I. ED 410 B" �AN�CKj ���GS ! A�4 iCU R , ON! SENF,R )/,41H�' sFllllLL �E EAR JEAN I Na 3698 (-PRbOUILT--N0.1 003 3) CIF APIPROVEA EDyA IL CLEAW DIITJ SHALL BE A YFA LIT MBLY. 2. VNIMPROVED-ACAS, POOR A 1'-0" T_HTK;_2' SOI�tE ONCREIE,-CLASS'-3000, VAD !R( OLM@ THEDING 'WCM. 1111ER0 MARKER MARKER I fl ° � T I TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) 7' no 4' RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER CIO t ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET (� MARKER V -1 : FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) 2/23/2018 SM. PLAN - 310.3 PUBLIC WORKS HYDRANT MARKER LAYOUT DEPARTMENT MARCH 2O10 ITS COR STD 310.3 HYDRANT MARKER LAYOUT 4 N All IwPzY�t; W7m K -i AI ;SKW&Ir AM JIB njPM"TCONCRETE BL'[ "-iG M FtOR VER-ItUiL4L +,STD. PLAN - 330.3 4, t: l; vo ITS 411"Reff, got ITS ING 7 COR STD PLAN 330.3 CONCRETE BLOCKING FOR VERTICAL FITTINGS 8 SM. PLAN - 493.1 PUBLIC WORKS 811 OR 6" CLEANOUT " DEPARTMENT FOR SANITARY SEWER MAIN ITS COR STD PLAN .�- S1 - - R-398743 S-398706 W-398706 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: e HORIZONTAL: � 198 /11991 FIRE STATION 15 4/30/zoo 9 DESIGNED: 20 C CITY OF Lip -R 1404 N 30TH STREET FIELDBOOK: DRAWN: RENTONSMN WA 98056 PAGE: • RENTON ONE INCH DATUM T DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 04402 IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY LMLITY AND PAVING DETAILS SHEET: 16 OF:1 0 WM LO 0 0 0 MN ram^/ W 0 0 a J VJ Z Q 0 0 W Er L0 Z 0 H Q W Ir LL 0000 0000 0000 r I/ N r*.s O N N � qj- [L IC) W I- LO Z 0 F- I- W IIr LL V-M-IE-S y 1' 1' MIN MIN I I MIN MIN SPECIAL .NO NOTE �I IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH l l OF THE PATCH SHALL BE EXTENDED TO C INCLUDE ANY EXISTING PATCH WITHIN 10 i 1 FEET OF THE EDGE OF THE PATCH REQUIRED, FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE N11HIN 10 FEET I 1 OF THE EDGE OF THE SECOND PATCH AND SD ON UP TO A TOTAL OF 300 FEET. FACE OF GUTTER OR EDGE OF PAVEMENT TRAFFIC FLOW {I 2" HMA I" 1 1 ` I CENTER LINE OR _.I .( ! LANE LINE 1I 2" TO 6" HMA 1 1]I DE 2" DEPTH OF A PLANING OR SAWCUT AND REMOVE 6.5- MIN. IVAARRIES: MIN I MIN VARIES M'N I MIN DEPTH OF EXISTING PAVEMENT F�l 2" SAWCUT AND REMOVE OR PLANE, SEAL NTH 2" - 6• MIN. HMA (SEE NOTE 2) AR-4000W I .� _ (EACH SIDE) l CRUSHED SURFACING TOP COURSE (CSTC) (9 STANDARD 2' HMA (9-03.ICTI PER COMPACTED SPECIFICATIONS, COMPACTED TO 9596 MODIFIED PROCTOR, 5AWCUT AFTER BACKFlLL - EACH SIDE CSTC. BANK RUN GRAVEL FOR TRENCH BACKFlLL GRAVEL BORROW (9-03.1 PER WISDOT1 T WSDOT STANDARD SPECIFICATIONS OR NATIVE NA MATERIAL IF APPROVED IN WRITING ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95R MODIFIED PROC,. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSOOT PLAN 110.1. STANDARD SPEGFCATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 SM. PLAN - 110 TYPICAL TRANSVERSE PATCH FOR DEPARTMENT PUD WORKS FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY �S r•rr NTS COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH r,i -EX SEWER MAN I PROPER _-SPOOL (LENGTH AS NEEDED) 7 i 6" SERER STIIBE b- { FUTURE IV SIDE SEVER \ `SEWER MAIN TEE >�"' Fm 4" SAPID M G T PAINTED I -S' CAP/ ITE WHH 7HE� _57ENgLED � Ii IWWNRRAA3PP"PP1Sf11EtB ANO-- WIRE • r EXTENDED TD THE �T�OPE DF TONE STUD. I COUPLING (1'rTt.) t» > I 'I 6'M5916' slrtI a.EM T NITH PST IRON RINtl i'AND OVI� I (EASTRR,ON PgOOUCLNQ.�10]67502 OR PWOORKSAPP p� (SEE $ID. PLAN 403.h kON INSE54yERLAR'ON LI fi QUA ------------------------ L � �ua c� A4PRONiL E �G40r ADAPTER FMB T�=F � L) L1ENO,.As, SIDE SEWER - - �lf" SCNER SIIIIB ��" �. TURF I6"K r•" REDUCER iIo SEWER MAIN SIZE X 6" TEE (�� T�CCC snR -flpr v; rca rtiwwFr'ApFlS TO EXISEING eem MAIN - A V)11O*D CLAY MAI IT IN Nf: NIIW PVC "TW USING rKTRONGI REJBIE D UPLINGS (PERNCO OR AP ROVF �UA�I J Fl •- B. CONCRETE A _ 1705 IN A TIEWIM = 7r IISMA F10g!J: OMOLOWS (11'ER1CC GR APPROVEL' I" C-,, PVC • FOOD PVGMAGJ - (� 1N NEW lEE L191NC�ilq�'(�Up1F16101 CORE-gRULP -9nHf A-EIAC SADDLE "UCTILE IRYI MAIN - CORE-CRILUD W1TH it ROWACCSS DBE �04-APPMVED EWAO) LC MANHOLVC=fl=OR]-:,W- CONNECFIONS-70 -MAiH n -IUL Af,f�M___-_C�T!" IC K Q TS pt R(�E SHALL BE C-ORN1Eb. P9F MITI_ / Sw fIZONTA4 V MIN. MMIN SEWER MAIN ppP1Cr�TE B t:KII r� Nf1� AfI'LZF � lEE AT MAnN BETNFFN DA1 ANp �AB��M�S��p� IMS;IL-RISE-�I E Mgr UNLEWO E 1115E SNOWM W7 PLMI SqE SEVER SHALL VE 1,MINIMUN 2 CCyER AR PR RTY LINE LTA 3 3' L 7[ 7HIU1 I�HE LOMEST MUSE EIEV ilk jMIL11QYR 6 LgME/i. STANDARD SIDE SEWER 1 DEPAMEN'r INSTALLATION PUBLICWORKS (9 (SEWER MAIN TO PROPERTY LINE) NTS COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION SAWCUT, TACK COAT AND FINISHED GRADE 12" MATCH EX ASPHALT GRADE EXISTING ASPHALT NOTE: FOR ON -SITE USE ONLY E C PAVEMENT SUB -BASE MUST COMPACTED TO 95% MAX. =NSITY PER ASTM D1557 IMA CLASS 1 /2" ASPHALT 'RETE PAVEMENT _ AGED EDGE DETAIL t'Q 7!'p10 I? E M Df'PLmMA,R,u-Ei+AE D' tl TWICxi a Jp TIOIM0.11DE AII.g➢EPDE ` �_- T. ,.�oN,A m..l PaW curlf oETA.A L.rYrrx uoel Ira n ,' P vw:wt oErwA �EOE eAN. rKK LY.-JMeD wP�XNOru soiEs7 wN ,m AW rt (m.l WITH RAISED EDGE Np F G// ourT[q! P CIA , Als 4TAMl0urir r vi.w All PM ounElN -'n 4`k w.,{D GAAIIL 1 .:..iACEHT TO CURB ffN AFC, �` • I'1"` 1 A011 M. ,. --IAATN, � ,�I �� A Moog DR FDPC - CFI®` wAaPuofrANR ADIACENuaroJF r enAf1[R- YP[IwNT[ !E[aTD FIA11,m >t OFFf I'Ou1 A+Ct F1ATae Urn, MwRE Tx �`�� k.�'J's' `p 2 ' t f T. ADJACENT TO ClM18 AHbRAr_INO OR INALL qP ^'k-.°'T '14-d!V IWt WAIL FA+}4t�.'. Fm PmE I A �L�1.' � '•'ykF 'mow N. 1rEATMENr sDEwwx e1iF[q SrM 910EWALIf ACWCFM TD WALL DETAIL �TYLy IM:E ND[E Y5i IIrAR �d ' � •�� waAneP.vMKNnr,�.' 'I FN "Ie �E�wfp�wmP �mcnrrc - ,-. 1d 5'-`� w 'owwna`''-Bowl EYTTO BUFFER STIDP- el1 r! ?S • , tr 1D IN' Fo��m D anal � OD�TPACFWN xAH1 ! 'r1.• � eWWNx ra x M1N. NNr IF..c Nl.a wxr ..l,`..ti4 0 •q(FIL Jultllon BeAI t FlaticrM [nv.v,sor.laur peoTrcJ ACePIe VNa.•P/BIX4Ff Blltl anx ! ,MIPf PE+wA�11f n"..n rm.N 111 ' ir0en-IF�W G WK. Yfn4M1 IPyM wlgca, rPH arN m.ld. l:DN71iACT10N JOINF VreMd alnf 1He20; 4r JOINT AND FINISH DETAIL •► 1 M dAMF CerneM Cmvne Gih xln ,, i' �': sae.aLx n� Frn nr.a For other relenrlrxd NOTES eee - .. :vnnn wnn. r'1 earM STD PLAN 10p 2 - pz "` •� [ creleldrhh�pxr wSOC' �. StMM.11 P1e0 F 101"3 POYBC 5U[FdCeF 1 rA2rD0 F/ WiF xwIF FXM;B TH 3�- Caanemhe 4'am PSL STD PLAN 1. 1es eppfi-bl9 : E EXPANSPIALANEION - - E%PAN910N JOI PUBLIC'. WORKS CEMENT CONCRETE PLA_9 - 1i12 DEPARTMENT SIDEWALK NTS COR STD PLAN 102 CEMENT CONCRETE SIDEWALK FINISH SURFACE PER PLANS TRENCH BACKFlLL PER - PROJECT SPECIFICATIONS. CDF PER WSDOT STD SPEC 2-09.3(1)E FINISHED GRADE NEAT -LINE TRENCH (TYP) WHEN DEPTH IS LESS THAN 4FT a 6" MI PIPE �a e aA \ ✓/• /•./ 30" MAX 2 NTS 6 CDF TRENCH BACKFlLL SAW -CUT, TACK COAT AND MATCH EX ASPHALT GRADE 12" _IJEXISTING ASPHALT NOTE: FOR ON -SITE USE ONLY EX UNDISTURBED PAVEMENT SUB -BASE MUST BE COMPACTED TO 95% MAX. DENSITY PER ASTM D1557 3" HMA CLASS 1 /2" ASPHALT CONCRETE SUBGRADE COMPACTED- I PAVEMENT TO FIRM AND SE 4 ATB GRAVEL BORROW PER WSDOT UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE SUBGRADE COMPACTED PER SECTION 9-03.14(1), COMPACT TO PER WSDOT SECTION 9-03.9(3), GEOTECHNICAL 95% MAX DENSITY COMPACT TO 95% MAX DENSITY RECOMMENDATIONS OR EX SUBGRADE MOISTURE CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX 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 1. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM D1557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA 3• PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. SECTION 5-04. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE NTS 9 MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS ASPHALT PAVEMENT - HEAVY DUTY J.ASPHALT PAVEMENT- HEAVY DUTY -ACT Ij1� 1932 First Ave � wAs Suite First Cell 3 Working Da s � �� 0� A t// Before You DIG! - Seattle, WA 98101 p. 206.725.1211 0 - 0 30766 f.206.973.5344 °g� �� _ �o� ��61ST0- engineering pllc www•Ipdengineering.com y-800-424- 555 NO. REVISION BY ;RUSHED SURFACING BASE RSE PER WSDOT SECTION 3.9(3), COMPACT TO 95% DENSITY 0 �RWTe M419i�.J t�l �'�� �i5 fes�awYW X:ieAtlev%T7�, �eLR � :RLVI�� Ir�Ally_i I{p}p Btl aE� 7GZi 'con.wd eau+FdFjdMP�T/41d Id1Fl r;•11'arlrrsnquhW.�115 TIW9R1{IrI RFIld1pPIM�1�'AIrW4,,! �. awe nc- pyrl Y((2 NYIdPWdeQWgitBC BWBWW TINXpyWGMrIR ix` �kl $INDL used 4 fThAiF1>i1RYrPUe,TWIpV)IItBTWWM1Sd(,iD N�wOGNS/JWi� POIF1k!T1MMM VIlg1I11Y111R11(7('° dll.��_ 1k�_F�- wItrTFF71 DRu9TIu.Iee,'•," A NpLvyd 9'I��E�o1w.IwilR�us�D�nrEWl�t�g*A7�q;. 1@MF(MnTE 7G) '�w1P.I1VI0W1DA1M'INV��F�1�) 1 �i�110Wq MFNGR�R1iff�Y AldFMbly MfNi>j . g�fYIF11b._ Prp9DPl1{':�4:Z•{'a[''.-- R9 W lJ.� Cr'Y�N�e0.E�l duldNNr AW Aeer.lEt s35TB! �aT R�Ohial;9lb dNa gaeba 01 7GW.. CAI �.(a.11iL4PE-Rr<mrteF��1I9q`T1'11FSe'YF(1(T11iY�!ITLd,I, i7aMOyOIM� IMw,', 10. BTRE�Z6ta!INPA�F7�'FF<�il(an9iloN' �,. ' TRM IVI;aAT�ope,VX1111y1FMlalf� -- 'Cy�ERi.SAIQi'kllitt�Fl�TtI�M�if�/IP'fCAR05„I S �DgP/PNIAY $TANOAIiYfB # fuK1JlI�a2fpl�Y�j" itlN M Develagn¢,a,Pv¢ulatl CN AP7 ER i CRY YYIDE PRT}PCRIY C[VELCPNIEHT STAN❑ARPS Se[tleM14.i-0VO PARKBI�T.$AOIHSAWD ORIYCWAY) REC�UU114N5 - -" _ I Il � �i F R @+ `�.5,}fit , _: riEMiMT •i.ONCRE' y" I " �' ? ��I �1 EMTl1ANGEf MITE FAOe OF A6fACEM qM¢) { NTS COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE SURVEYED: DESIGNED: Lip DRAWN: SMN CHECKED: DATE APPR APPROVED: / \ LV t ui,4u UrCIVtVVHT rr-m c4..o3 I COR STD PLAN 104.4 �' MODIFIED AS SHOWN 3 i i i i J i 1"=I'll WEST ENTRANCE DETAIL SCALE: 1 0 r HORIZONTAL: MAD 1983/1991 - �. CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY [%L=4 Cy#f11F11N'dl�:�µi..�:i•' �A I 7,1 '4e[ IA1N q1 - - F✓ 1 1 i� � 1PCTBL 1 COP# I� 2/23/2018 NTS COR STD PLAN 104.4- CEMENT CONCRETE DRIVEWAY ENTRANCE ��_ STD PLAN - 104A - IENTCONCRETEDRIVEWAY.- PRANCE - TYPES C18,'C2B,_.. and C-MAXB (WIT►1 BUFFER) -le 0 2.5 5 Scale 1 "= 5' R-398744 S-398707 W-398707 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 UTILITY AND PAVING DETAILS FIA I DATE: F14/3D0/2019 PAGE: DRAWING NO: 04.03 SHEET: 17 OF:18 00 L I O 0 0 N O O a J /VJ V Z Q 0 0 w Er L0 T Z 0 H Q F- w Ir LL r**-- WATER UTILITY NOTES AND SPECIFICATIONS SANITARY SEWER NOTES AND SPECIFICATIONS C0P#1 2/23/2018 N N - 00 (3) C� CC) 0) 001 00 0) 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATION AND SPECIAL PROVISIONS AND WSDOT/APWA 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND EXPANSION JOINT (TYP) STANDARD SPECIFI. THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND N 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET CONCRETE N ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. (a) (425)430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WALKWAY c4.01 0 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC X 12" FRAME AND GRATE 312" . ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO (BATHER MANUFACTURING 1212 FRAME AND GRATE OR APPROVED EQUAL) DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-555. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE 2% 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL ° p OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED 18" RISER BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 u7 AND C1 11 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. r COATING SHALL CONFORM To AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF D o p MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE ' 6" RISER CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. o D _ a0.0 Z POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER ° O 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C1 10/A21.10-87. CEMENT LINING SHALL BE IN RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE 0 CM 0ACC WITH 9S0HALL FITTINGS CTHOE 1WITHINCHES PRECEDENCE a ANDOHAVECE MECHANICALI JOINTS, FITTINGS N ACCORDANCE EITHER ANSI AWWA 8. ATHESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS DRAWING OF THE FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE -BUILT W WITH ANSI/AWWA C110/A21.10.87 OR COMBINATION OF ANSI/AWWA C110/A21.10.87 AND SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED ASI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A U_ JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING EACH LAYER To 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR To THE SIDE OF THE TRENCH. 12" RISER 18" JUNCTION BOX C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL ITS 3 17" X 17" AREA DRAIN BY CUZ CONCRETE PRODUCTS OR EQUAL NTS DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE LANDSCAPE MAINTENANCE STRIP 1811 x 18" AREA DRAIN VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE APPROVED BY THE CITY RENTON. VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. SHALL 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, NT 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE JOINT INLET AND A MAIN VALVE OPENING M.V.o. OF 5-1 4 INCH TWO 2-1 2 INCH HOSE ( ) / / BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE I IA4NQ �T, 9RA►€"� ` U S, oP nPa�ad,, ,N TES _, .: _ - NOZZLES WITH NATIONAL STANDARD THREADS 7-1 2 THREADS PER INCH AND ONE 4 INCH / SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE - ,,. -�s�r -1"I� - -'' - �'>'`.�'u���z l I PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. COMPLETION OF CONSTRUCTION. u.; I ( .p6,�-= IN 7 l � lA 7 f l�fi�A !�Rlm11JP THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN �tR�tUWI+fTONi` SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON�� ,' - _xwRl#ou =;' - lff 4i1+1G0.kS[RFtiii:,f€r �?A?#S�kRE (LEFT) 10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE f �, �'�; r J. l =I,.� I "o-cma� I, ��" ��- Aa A OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND _ _ SHALL BE FITTED WITH SUITABLE NOEPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER - l' r, - 5u�3� -- - TEST PRESSURES. COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH ol.��37ea�u�Rer��rsr _, - 1 1.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PVC RUBBER GASKETED ASTM D (PVC) VERTICAL CONCRETE CURB 6 TAPER I ' _ { siL��►,���� IAowai�nw$or SET SCREWS 180 DEGREES APART. STORZ FACE To BE METAL, NO GASKET TO WEATHER. STORZ 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CONIC PAVEMENT_= - CAP To HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT WASTEWATER UTILITY. 0 2" FINISH GRADE - - - - - ADAPTER WITH 1 /8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 16.IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES a a CO 12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT a 'a a ° `a a ° MOUNTING ON EXISTING 43-655 SAFETY YELLOW OR APPROVED EQUAL. GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTION TO MATCH PAVING. a a as 4 as a METAL POLE OR LUMIN_AIRE y G, R�!?4 43 13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRECD HYDRANTS, LATEST REVISION.' 4 A. � . o-, �, -' 15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 - J�,� INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE Q r LE' LOWERED TO CLEAR. - _ - + � `.i � pi s�cNls- +you 1 16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING - _ ti I ` � � aiffit „ PIGS PRIOR DISINFECTION. THE POLY PIGS SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS ORF �i;: �NI t z� �' P1�"'s�n.w•i1131.,�0 rn APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. j'AWIZ}1M�;Ei$tx� - i' - � ,� + slcN FACE oRIENTanaN';, i - 17."PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR II z WILL PERFORM THE CLEANING OPERATION. 18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE IN ACCORDANCE WITH THE SPECIFICATION OF THE CITY OF _ �� •°�' � Q J RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BED DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF NTS 6 NTS 1 L '' ` I �` 0 WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED SANITARY SEWER NOTES CURB TAPER �� ��� I� - �'"'� ` Is+clyede" �' 'I''� - . z IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-1 1.3 1 1 . THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. , r }..i Il II� --f ��,a.�Nceo > yV Rs a 19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM I'I ,i If :!iNrsr nrov (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH r 1 - - 1 --?. - SECTION 7-1 1.3 12 E OR 7-1 1.3 12 F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. I� 0 ' 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF - `_- - -- ` ----- - -- - m FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. = =`, IVOW ERisrcN.PgtiP�74h3- 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BELO o DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND MquMT1Nr34N IitETA� eoT, PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. - --- - - - - - _--- 24. ALL CONNECTION To EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, N EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS - - - - - ����I��VtQL�1V�TINC _ P, UDG1C' �'-9KSj J� 'A�.I +iFOS,T ` ` �' -- �iv`�S�IIVCL� - "- -- -- -- APPROVED - .2�116 ARE To BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. IIDEPARTMENT ' A1)I0PTF1) L G- � - - 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL �, _ BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) ENGURS IN INEERS, S,ADSHALLEOF KEEEPBAS-BUILTGALL DRAWINGS CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE COR STD PLAN 129 - SIGN NTS MOUNTING ON SINGLE METAL POST 0 26. CONTRACTOR To PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. R-398745 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS v MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, S-398708 APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. t 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) W-398708 t INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, 3 CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH To BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC UNDER IMPROVED AREAS. NTS WATER UTILITY NOTES 9 NTS NOT USED O NTS NOT USEJ. SURVEYED: SCALE: »_ 1 -20 VERTICAL; NAVD 1988 HORIZONTAL: NAD ,983,,99, �� } CITY OF RENTON FIRE STATION 1404 N 30TH 15 STREET DATE: 4/30/2019 c � °1 W a 1932 First Ave Call 3 Working Da s Suite 201 Seattle, WA 98101 Before You DI ! F WASt/+ `q mow° ' `� t°' ° DESIGNED: FIELDBOOK: PAGE: DROWN. SMN i p. 206.725.1211 o'C\ 30766 RENTON WA 98056 DRAWING NO: `" f. 206.973,5344 �0g, �� ?o ��cisTER� ti� ,� oNE INCH61 DATUM Planning/Building/Public Building Public Works 7/ 7/ Dept r /'�[A� 4 �/ I ' 0 I 04.04 CHECKED: AT FULL SCALE DATE APPR w engineering pIIc www•Ipdengineering.com 1-800-424-5555 N0. REVISION BY IF NOT ONE INCH SCALE ACCORDINGLY UTILITY NOTES AND DETAILS APPROVED: SHEEP: OF, C7 1 8 00 0 L0 0 0 0 cq C'7 0 0 a J 0 0 0 0 L0 Z 0 F_ a F_ w cr LL