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Home My WebLink AboutR-385608W I 6' 1.11:" 13 DIV_, 0.0.0 1 • -WWI LLJ < z 15) LLJ LAII .30 (D qn,:� AIL t no -I W 3 a A _V 39 1• 71, �A R A low L re 11A M TT T 3 3 1' 2 2:0, 3 A Ah• ellif:v• 217A 2 47 "J #)KX 1 3 7r -�4 • 36 i a *is a so r vy 139 a V W V W, 3 3* 0 3 0 • 31 1 21 47,31110-- 31 is it All 0 Ilk V LL_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY.. J DATE. 17 BY OWN DATE. BY: DATE: BY: DATE - X i y 5/8" `.`XPANSIGN JOINTP. }------------------------ ................................ `SEE ST" PLAN o" 13' 1" 4 C EM E INT ON VARz�:-S 14' MIN. "SEE (,ONTRA,:-J"� -- � P I ------------------- ............................... ------------------------------ 9z[)'f`.WAz_K UTTLE ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM VAkJES VARIES VARIES - 14' MIN. L . .............. .............. ('R;\,IVWAY ENTRANCE 2'6" :o 0 1 ?W' to 0 'SONIRACT) VARIES 6" to 0 DiFFER STRzP lo - T- -------- L - ---, SECTION t F CEMENT CONCRETE DRIVEWAY ENTRANCE TYPP'.;S 1., 2, 3, & 4 Sheet: 5 OF 6 ADOPTED CITY OF RENTON STANDARD PUNS Ls DATE: 04.1/04, 0 ...... . ....................... 1 AMSSCOOMNS PER MY AEVIft 00011180TS — AUG. 3, 2015 NO. REVISION 1 , , '2"X.4" zFXPANSION %4A`EI'-',tAz_ 1/4"R AT 'ON TS,, SCORE :..:ENE., TO BE. RAD;AL - - - ------ A 2"X4" EXPANSION tviAJEAL AT JOINTS .1 '-')F S�z[)EWALX 11,12;-X4" EXPANSION MATERIAL 9 J E .......... F. V-1, CONC. :,`URE AND G1 F T'; R 1/4"R AT JOINTS A Ek, :)N I/2"Xt;" EXPANS110 MA TIER:AL CU'RE, RETURN' ONLY 1 /4" IFT L C'P. 4.. I/ 12 R PAVEMENT AS PER PLANS L/ 4' AVEMENT AS FIEF PLANS PARKWAY CE STANDARD M. CONCC. CONC. r1URB ANC} C(JI.,B AzNi) G(JT:_!__R I. U -r 'LR _TION . . ........... ............ I .................... SEE SHE..E.T 2.5.1 �rq,, RC; ADWA'�' [)EV"OPM1,1ENT ,,rAN" ARDS 1. 1. - . ; . K.L �.� .. 1> : D '�;ENERA� I N 7:�: DUMMY IMMY j0ONTS SHALI BE, PLACED NCT TO EXCEED 15 C;-- NOR LESS THAN 1V C/C. THEy S -HALL N07 BE LESS THAN 31/163- :N THICK.V-SIS AND SHALL BE EXTENDED 2" BELOTHE GETTER LNE,�OzANT�, SHA11/2- i EC TED AL: . i-- �`ACF(; AT A;: COLD :NIS AS N E TED PY ENG:Nf.�R AND SHALL EXTEND 1" liELUW CONCRETE - HE SI[*.WA:K 1 T' AND GUTIEF, THE SHNA 7, , .. BE PzA(,'E:) .AGAINST 1K ;FF3 BE A, z j-04NT1/2"Y 5" EXPANS:ON V.ATERzA;. SHALL BE PLACED FROM P,C.'S T ;71 T' AT ALL R T:;RNS to _$ RE. 1/'2-)(4- EXPANS:0.N MATERIAL SHALL BE PLACED At' EVERY FOURTH SIDEWALK PANEL. 7 TE t I 1 11. - .HE. CC.,NCRE-* MIX FOR SiDEWALKS SHAL.:_ ',(NF-nRL4 T0 THE RZQUIR'EMENTS OF' Ct A5S `3 (3/4"', WOH AER ENTRAJNNMENT. THE CONCRETE L SHALL HAVE A BROOM FtNiSH WITH ALL EDGES !HAVING A 2 112" 1*00ILED FINISH Su8CAADE. COMPACTION SIALI. 5EE 90% (VCJI)IFIEPROCTOR). 43 BAR EACH GORNEF ?13 BAR EACH SIDE FRAME AND VANED MATE 30 < 6* OR 12' ONE #3 BAR HOOP FOR 6'HEIGHT TWO #3 BAR HOOPS FOR 12* HEIGHT RECTAMULAR ADJUSTMENT SECTION I,- - 43 BAR EACH CORNER 18' MIN 43 BAR HOOP PRECAST SAM SECTION TYPICAL SIDEWALK ADOPTED CRY OF RENTON STANDARD PLANS O LST DATE: 04/04 DWG. NAIME: F007 SP PAGE': F007 PIPE ALLOWANCES SEE N01 E 2 .. . ... . ... — --------- --------- I REIWORCIEED OR 12* PLAIN CONCRETE ------------ - - z ALL METAL PIPE ........... ---------------------- ----- --------------------------------- -------------------------------- CPSsP* M (STD. SPEC. 9-05.20) . ................ . ......... r SOLID WALL PVC . . . . . . . . . . . . . . 0. 15, .......... ................... .......... ............... .......... ...... .............................. CORRUGATED POLYETHYLENE STORM SEWER PIPE CEMENT CONCRETE . . .......... CURB AND GUTTER PLAN VIEW �Y- ........... . .................... ............. .................... ............ . ....... ...................... ..................... ..................... ........... . ...... \ ........... T ................ .............. .......... ............. F;R STRIP SE'zi NOT I F EW* . .... CURB & GL,;7-- -SEE NOTE 3) I. ........................................ y ..... BID ITEV ................. ............................... .................................................. ... DR:VEVVA�ENTRANCE SIDE SLOPE (T(P., UM L N, R L I QRh&WAy_. 11 -qiQL I LN R NO T TO SCAT.;;". RIVV WA'T 1/2" R 'TPF, DPRE ED ESS RS & GTTFR .............. 2i . ----- -------------------------------------------- NOTE' 3) ...... 3,'8" EXPANSION JOINT ;TYP.) � .. (SEE 'STI). PLAN F-3' SECTIO -N UTTLE ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM VAkJES VARIES VARIES - 14' MIN. L . .............. .............. ('R;\,IVWAY ENTRANCE 2'6" :o 0 1 ?W' to 0 'SONIRACT) VARIES 6" to 0 DiFFER STRzP lo - T- -------- L - ---, SECTION t F CEMENT CONCRETE DRIVEWAY ENTRANCE TYPP'.;S 1., 2, 3, & 4 Sheet: 5 OF 6 ADOPTED CITY OF RENTON STANDARD PUNS Ls DATE: 04.1/04, 0 ...... . ....................... 1 AMSSCOOMNS PER MY AEVIft 00011180TS — AUG. 3, 2015 NO. REVISION 1 , , '2"X.4" zFXPANSION %4A`EI'-',tAz_ 1/4"R AT 'ON TS,, SCORE :..:ENE., TO BE. RAD;AL - - - ------ A 2"X4" EXPANSION tviAJEAL AT JOINTS .1 '-')F S�z[)EWALX 11,12;-X4" EXPANSION MATERIAL 9 J E .......... F. V-1, CONC. :,`URE AND G1 F T'; R 1/4"R AT JOINTS A Ek, :)N I/2"Xt;" EXPANS110 MA TIER:AL CU'RE, RETURN' ONLY 1 /4" IFT L C'P. 4.. I/ 12 R PAVEMENT AS PER PLANS L/ 4' AVEMENT AS FIEF PLANS PARKWAY CE STANDARD M. CONCC. CONC. r1URB ANC} C(JI.,B AzNi) G(JT:_!__R I. U -r 'LR _TION . . ........... ............ I .................... SEE SHE..E.T 2.5.1 �rq,, RC; ADWA'�' [)EV"OPM1,1ENT ,,rAN" ARDS 1. 1. - . ; . K.L �.� .. 1> : D '�;ENERA� I N 7:�: DUMMY IMMY j0ONTS SHALI BE, PLACED NCT TO EXCEED 15 C;-- NOR LESS THAN 1V C/C. THEy S -HALL N07 BE LESS THAN 31/163- :N THICK.V-SIS AND SHALL BE EXTENDED 2" BELOTHE GETTER LNE,�OzANT�, SHA11/2- i EC TED AL: . i-- �`ACF(; AT A;: COLD :NIS AS N E TED PY ENG:Nf.�R AND SHALL EXTEND 1" liELUW CONCRETE - HE SI[*.WA:K 1 T' AND GUTIEF, THE SHNA 7, , .. BE PzA(,'E:) .AGAINST 1K ;FF3 BE A, z j-04NT1/2"Y 5" EXPANS:ON V.ATERzA;. SHALL BE PLACED FROM P,C.'S T ;71 T' AT ALL R T:;RNS to _$ RE. 1/'2-)(4- EXPANS:0.N MATERIAL SHALL BE PLACED At' EVERY FOURTH SIDEWALK PANEL. 7 TE t I 1 11. - .HE. CC.,NCRE-* MIX FOR SiDEWALKS SHAL.:_ ',(NF-nRL4 T0 THE RZQUIR'EMENTS OF' Ct A5S `3 (3/4"', WOH AER ENTRAJNNMENT. THE CONCRETE L SHALL HAVE A BROOM FtNiSH WITH ALL EDGES !HAVING A 2 112" 1*00ILED FINISH Su8CAADE. COMPACTION SIALI. 5EE 90% (VCJI)IFIEPROCTOR). 43 BAR EACH GORNEF ?13 BAR EACH SIDE FRAME AND VANED MATE 30 < 6* OR 12' ONE #3 BAR HOOP FOR 6'HEIGHT TWO #3 BAR HOOPS FOR 12* HEIGHT RECTAMULAR ADJUSTMENT SECTION I,- - 43 BAR EACH CORNER 18' MIN 43 BAR HOOP PRECAST SAM SECTION TYPICAL SIDEWALK ADOPTED CRY OF RENTON STANDARD PLANS O LST DATE: 04/04 DWG. NAIME: F007 SP PAGE': F007 PIPE ALLOWANCES NOTlS 1 As acceptable allerrmlivos to the rebw show in the PRECAST SAM SWTM, fibers (pbood according to the Stimiridwd Specdcadons), or wire mesh hrAV a ffvrwvwm am of 0.12 square inches per W twill be used YAW the "*wnum wWkW mbar show in the ALT11111HATIVE PNEC"T SASE SECTION. Wire mesh " not be placed in the knockouts. 2. The knockout diarrwter shat not be grsaNr Utsr► 20". Knodkot�ts shat have a wag thickness of minimum Wo 2.5' maximum. Provide a 1.5* minitnum 9W bob~ the knockout wall and the outride of On pipe. After the pipe is installed, N the gap with prit mortar in accordance with &wxiafd Specif�atiori 9-U.3. 3. The maximum depth from the finW*d grade to the lowest pipe invert shag be 5'. 4. The frame and grate must be installed with the longs down. 5. The Precast Bass Section may have a rounded floor, and the waft may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. AN pickup holes shall be grouted full ~ IM basin has been placed. 8. AN grade rings and caislingis shell be set in mortar in accordance vAth Standard Specfficalion 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST SA" WCTIION SM. PLN 200.00 PUBLIC WORKS CATCH WASM TYPE I DEPARTMENT MARCH 2008 SURVEYED: AXIS DESMED: S. BEIER DRAW: S. BEIER TH 8/2015 ,RT cwocm: J.TUTTLE BY DATE APPR APPIwvm: J. TUTTLE r1,*FNff:NT CONCRETE SHDIE WALK DRIVEWAY ENTRANCE SIDE SLOPE (7 Yp. D E' RIVE*WAY [)FPRESSED CEIMENT CONCREIE T CURB �,7 . : L. CURB & GUT EE?G U IT E R (SFE NOTE 3) 01 4 VV T �(P P [: St:-JEL_l 6 L P' V.. ENT CONCRETF UIRB &. G:UT::1_"R SEE NOTE 31) E CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 2 of 6 ADOPTED CITY OF RENTON + ,J STANDARD PLAINS IN IV LST DATE: 04/04 DWG'. NAME: F004 . ..... 1 P PAGE'*: F004.1t SEE NOTE 2 SEE N01 E 2 .. . ... . ... — --------- --------- I REIWORCIEED OR 12* PLAIN CONCRETE ------------ - - z ALL METAL PIPE 15" ---------------------- ----- --------------------------------- -------------------------------- CPSsP* M (STD. SPEC. 9-05.20) . ................ . ......... r SOLID WALL PVC (STD. SPEC. 9-05.12(1)) ... .... ......... .. .. PROFILE WALL PVC 15, (STD. SPEC. 9-05.112(2)) ........................ .......... . .............................. CORRUGATED POLYETHYLENE STORM SEWER PIPE CEMENT CONCRETE NOTlS 1 As acceptable allerrmlivos to the rebw show in the PRECAST SAM SWTM, fibers (pbood according to the Stimiridwd Specdcadons), or wire mesh hrAV a ffvrwvwm am of 0.12 square inches per W twill be used YAW the "*wnum wWkW mbar show in the ALT11111HATIVE PNEC"T SASE SECTION. Wire mesh " not be placed in the knockouts. 2. The knockout diarrwter shat not be grsaNr Utsr► 20". Knodkot�ts shat have a wag thickness of minimum Wo 2.5' maximum. Provide a 1.5* minitnum 9W bob~ the knockout wall and the outride of On pipe. After the pipe is installed, N the gap with prit mortar in accordance with &wxiafd Specif�atiori 9-U.3. 3. The maximum depth from the finW*d grade to the lowest pipe invert shag be 5'. 4. The frame and grate must be installed with the longs down. 5. The Precast Bass Section may have a rounded floor, and the waft may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. AN pickup holes shall be grouted full ~ IM basin has been placed. 8. AN grade rings and caislingis shell be set in mortar in accordance vAth Standard Specfficalion 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST SA" WCTIION SM. PLN 200.00 PUBLIC WORKS CATCH WASM TYPE I DEPARTMENT MARCH 2008 SURVEYED: AXIS DESMED: S. BEIER DRAW: S. BEIER TH 8/2015 ,RT cwocm: J.TUTTLE BY DATE APPR APPIwvm: J. TUTTLE r1,*FNff:NT CONCRETE SHDIE WALK DRIVEWAY ENTRANCE SIDE SLOPE (7 Yp. D E' RIVE*WAY [)FPRESSED CEIMENT CONCREIE T CURB �,7 . : L. CURB & GUT EE?G U IT E R (SFE NOTE 3) 01 4 VV T �(P P [: St:-JEL_l 6 L P' V.. ENT CONCRETF UIRB &. G:UT::1_"R SEE NOTE 31) E CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 2 of 6 ADOPTED CITY OF RENTON + ,J STANDARD PLAINS IN IV LST DATE: 04/04 DWG'. NAME: F004 . ..... 1 P PAGE'*: F004.1t SEE NOTE 2 SEE N01 E 2 o > °gym 7 4 z 2' 0 C rn M z z M LL 1 > z J1 j 3/8- PREMOLDED JOINT FILLER (TYP) CEMENT CONCRETE . . .......... CURB AND GUTTER PLAN VIEW CENTERLINE OF FACE OF FRAME A MATE CU" 5/2°' 113" R MATCH R, ROADWAY SLOPE �" REC"s R FRAME AND GRATE - NOT INCLUDED IN CURB AND GUTTER W ITEM TOP OF ROADWAY ADJUSTMENT SECTION - NOT INCLUDED IN CURB AND GUTTER WO ITEM CATCH BASIN - NOT 04CLUDED IN CUFA AND GUTTER BID ITEM ................ ...... ... .... . .......... SECTION GIENERAL NOTES: 1, The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb, 2, The expansion joints of the 55 adjacent sidewalk shall be a*Wed to be in line With these curb expansion joints. IS09kT'kiC VIEW I= C� am. PLAN — 101.1 PUBLIC WORKS Ma71111 &AT*" AT D: DEPARTMENT CJLTON 9 I 0AI SCALE: %VMCAL- mawn MM� T SHOR"T " LAT 9/02/2015 3 1901 0 NO SCALE E N 5 LLr� CITY O f SAL R Q-:-") COT FRI 0 A [ 0 FeLlow: PAW_ ONE INCH-- � Ito: 001011" NO: AT FULL SCALE! MWE"EUT NOTES AND DETAU C-8 M 0 IF NOW IKH Planning/Building/Public Works Dept. rLAT MPH M 9TJ SCALE ACCOMMOLY OR 8 13 C Al— NIN N NIAIA 1IR - 13 > o > °gym 7 4 z S2 C rn M z z M M 9 1 > -n 0 0 CD 0 = z 73 M CJ 73 • 4 C4 z z En 0 4 > > 7 C) M CD z z J1 j