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HomeMy WebLinkAboutS-3084016" 4 � v � > O � o W � i b q i 00��0 11"t 40 m a &Ow f `r`L beAiT Lft I —LL T ds A 3/W' EXPA+rSIt7N .� immTs SEE NOTE 2 r SEE NOTE I - ��y'' SIDE , r ALTERNATE I A .- WHEN THERE IS A PLANTING STRIP _XPANSION JOINT 3/9.0 E7PANSIQr JMNT S SEE NOTE 2 , .�,E W OR ALLEY > A A PORTION of the S.E. 1/4, SECTION 4 TOWNSHIP 23 N. RANGE 5 E*,t W101me SEE W"E Z IPIA/ 401.w I 42 425 pqm-l-.*& CURB AND GUTTER SEE DETAIL •'A" 42 SHOVN Hqv _ VER, UTNER CURBS MAY I BE USED (SEE SECTION A -A STANDARD PLANS) 42 I � I _ I , SCORE LINE 42 I W t 'r 0 421 1 3/8" EXPANSION _ DE TAIL A EXISTING , k X .JOINTS SEE NOTE APPROACH WITH 3 SE_ NOTE 2 I DpA�E I 3� � o �` I �y SIDEWALK KONMITHIT CUPS q O V I 420 SEE NOTE 5 1 2 I� ALTERNATE 2 No 419 Y�S11MG >r r V►�+EN SIDEVALK IS NEXT TO CURB EXIST �'B 1 ,�, DARE NtITE� 1 � ' � �E--, - � W I L Du�!�!Y JUMTS SHALL BE PL - CEMENT COWW tE DRNEwAY RIM: 4 ? 3.93 I W I 418 PLACED NOT TO EXCEED 15 C/C NOR LESS THAN it? C /C. THEY SHALL �� APPROACH I U NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2 -1/4" DEEP. - ST I P. lit" THRU MNTS SHALL BEt PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH. ' �, 3. CEWENT CONCRETE SHALL BE ICLASS 3000 AIR ENTRAR kD 1 "� EXIST. CB (INLET) LEGEND: 417 4. ALL JOINTS SHALL BE CLEANED AND EDGED. ADP Farm I I RIM•: 414.08 POURED 5. APPROACH SHALL NOT BE INTEGRAr_ WITH CURB AND GUTTER, BUT MAY BE POURED r lE.• 13.05 INTEGRAL WITH STANDARD CURB (SEE DETAIL "A' ). stawkwe w.. ❑ CATCH 84SIIV I 6. SUBGRADE C[MPACTION SHALL BE 95% MODIFIED PROCTOR. 12/15/91 ui I 416 E ST FH -¢ UTTLI, , POLE -- • 'r &r • OWG. NAME: FRO, N SP PAGE: FON m GV f 0 +20 + j I M GAS VALVE DRIVEWAY CURB CUT DETAIL , I t' 1' 2.5' ,' 1' �M!N r MM .MIN ►MAIM 6.5' MIN. 1' ,• 2.s' ,• r 1 CAIN r MIN MlfV MIN 111 I 1 2" CLASS "B" FACE OF CURB OR - ' EDGE OF PAVEMENT 7' CLASS '8' �ACP CLASS 'E' OR '9' • '2" TO 6" _ 'S' CRUSHED SURFACING TOP COURSE CLASS 'E' CEIMTFR tlNE OR OR LANE LINE CRUSHED ROCK, CLASS 'B' FLOWABLE FILL OR AS REOU►RED BY ENGINEER I e.s' MIH. TYPICAL PATCH FOR FLEXIBLE PAVEMENT 2" DEPTH OF WEN PERPENDICULAR TO ROADWAY CANT R LINE GRIND OR SAWCUT AND REMON£ -- em SEE DWGJ HR -05 FOR MINIMUM STANDARDS w..wo ONO LIT ant: 4176/" C"G. HAW: VW j Mt -23 SP WE: PACE / 4032A iRENCH PAVEMENT PATCH SID DETAIL 4C" MAX 24" MIN 5" a 8" FOR ALL ARTERIALS " QUEEN AVE NE STD 91f BRACKET OR 361f ADJUSTABLE BRACKET IF PRIVA TE RD PEQUIRED, PIPE CAP 2" GALVANIZED STEEL PIPE CLEARANCE FIB » FACE 0w CURB c1•. CURB IF ins , Ir"•41a•,fiej Z 1-1/21 CEMENT CONCRETE CLASS 'B' 3' 1-112 MINUS '� r CRUSHED ROCK ' 426 425 424 423 422 421 420 419 418 417 416 0+60 0 +80 1+00 1+20 EXISTING '< bQ WA TER VALVE Dpi Z ® wArER METER PRIVATE DRIVEWAY PROFILE I W � nR£ HYDRANT SCALE: HORZ 1 �= 20' VERT.. 1 2 � I SSM.N O SEWR MANNOLE cy I k H E/P EDGE OF PAVEMENT R/W RIGHT -OF- WAY N III � J I IZ y Ex�SnrvG 2, DR�t'E RENTON SHORT PLAT L UA 94 — 0 71 —SHPL J EXISTING A REC. NO. 9408299012 �4 I �.., S WCUT EXIST. SIDEtiYALK /DRIVEWAY. DRIVE —•�21 EXTEND CURB CUT INTO NEW DRIVEWAY. J5 CURB CUT FOR BOTH I R 30 LONG ROOF /GUTTER DRIVEWAYS SEE DETAIL %� NATF 20 WIDE SHARED DOWNSPOUT INFILTRATION (SEE 2 2-- DRIVEWAY EASEMENT AND U E FLOW EDGE OF NEW PAVEMENT TRENCH. 3 WIDE, LEVEL SA H'CUT EXIST. ASPHAL � try - TO Ex GUTTER Ex/STING D 4 2a (SEE DET. SHT. 4) I R PA VEMENT PA TCH I _ 5rRrET S�.'w 2 WIDE THICKENED GE CURB (SEE DET.) 4 2 - f- .�..� . 1,57 0# 4 25 I NEW ASPNA -- - -�-- x EDGE OF EX A cPN,tL r ' , ?: o -' w �- - - — -- -- --- d-s — — ✓� ^ + / J i SAWL^UT EXIST. ASPHALT ,� �`— �` T �` TIDE, ��"� � I " + _ I�j 4 x \ 30 LONG ROO F /G UiTLR GE PVMT fFE: B�4 2 g DOWNSPOUT INFLTRATION ExIsnNG 8 R• 04 48jy i DRIVE 670' 00 I fE/ IMP CLEAI(0 (SEE DT S TR E NCH. 3 WI DE, LEVEL 35 6 SIDE SEWER SE DET. SHT. 4 ) FIR 4 _ ® 2X 4SFf. SHT. 4 ) ffW lie 2 WIDE THICKENED EDGE CURB �� K J�-- I r u OR A t� W10E N g L • EDGE N�iY PA AND EXIST. SAN SEWER MH - ,--2 WIDE THICKENED e — VE�rENr I �+ RIM: 425.10 ati --�'`� EDGE CURB F - '4 � N�a'o4 4a iY ►. lE.• 418.93 5 --'�~ ,�,�, f $ I I -- -- MINE NONE ( o 20, h e i 5 — 90 7P r. d 1 a— z EDGE NEW ASPHALT ( o I ____LOT 1 ' 6" (SIDE — I FFE: 43 ©.5 n SEw b 2% END NFW ASPHALT J ? ( I ' DET. S 4 I .�0 LOMG ROOF /GUTTER 1 I I 430 I DOWNSPOUT INFILTRATION z 1�(�. 3 �Af�R �' 4 ,� � I , I C _ L , _ — — — w I 500 SF HOUSE TRENCH. 3 WIDE, LEVEL KC) D� r�o� M KKR I _ r — -- — Ft MRINT TYP 10• (SEE DET. SHT. 4) 2 00' o $ o END N4 W ASPHALT . +� . �• LOT 2 8 Ex�sTrNG F£nrcE U FEE. 430.5 I $� 4 30 �o g 67.00' _r _..._ x Ca Lr _ - , 90. s. NF_ 8'04 '413'1► 137.75' -60P LONG ROOF /GUTTER 30' LONG ROOF G(JTTER I DOWNSPOUT INFILTRATION T DOWNSPOUT DOWNSPOUT IN LT�ATI N TRENCH. 3' WIDE, LEWL (SEE DET, SHT. 4) TRENCH. 3 WIDE, LEVEL (SEE DET. SHT. 4) GRAPHIC SCALE 20 0 10 70 40 (ER "" ) 1 In ch • 20 ft. so . ROLL 1 i9 2 V WE 9 3A - AVl` l As_tsuC"r PEIZ FtEI.D °URVE�( ON 3�z6�o3 N0. 1 REVICION FR 1?2T6 BY APPR. SOr Q^ EtICMEER: JAEGER 'ENGINEERING 9419 South 204th Ploce Kent, WA. 98037 Phone No. (206) 850 -0934 DATE Fax No. (253) 850 -0155 FLOW LINE TO BE W DIRECTED AS SHOWN z ON PLAN W Z w 20' EASEMENT I OC I a Ln c 20' W 2 A.C. PAVEMENT 2' ASPAHLT I WEDGE CURB I 0 4" COMPACTED DEPTH M Uj CLASS 8 ASPHALT 10 im Ik 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE MAY BE REQUIRED PRIVATE DRIVEWAY SECTION N.T.S. RECOMMENDED FOR A PPRO VA L Sy.- OW TE- Mr. iM TE: L9Y• �OVI TE: 6Y: aA TE: 4= ITY NCO 3r n3M N'TarT DEPARTMENT OF PUBLIC WORKS ROAD AND DRAINAGE JA P9 QVUN� -SNORT PUT oionm JJJ ooh: e/e/o+ nu NAME: ,W► -un -a DRAW., JJJ a+EacEn: 9cAl.c 1 • . 20' rus roae rte[: APvROVM. s�ctr. 2 at '5 SCANNED NOV • 7 2003 A?3 i M z �o ` o o� m O N 3t:Q H P'- C U s E 0 O 6. •� E cn �•E � IV C v 0-0 i b q i 00��0 11"t 40 m a &Ow f `r`L beAiT Lft I —LL T ds A 3/W' EXPA+rSIt7N .� immTs SEE NOTE 2 r SEE NOTE I - ��y'' SIDE , r ALTERNATE I A .- WHEN THERE IS A PLANTING STRIP _XPANSION JOINT 3/9.0 E7PANSIQr JMNT S SEE NOTE 2 , .�,E W OR ALLEY > A A PORTION of the S.E. 1/4, SECTION 4 TOWNSHIP 23 N. RANGE 5 E*,t W101me SEE W"E Z IPIA/ 401.w I 42 425 pqm-l-.*& CURB AND GUTTER SEE DETAIL •'A" 42 SHOVN Hqv _ VER, UTNER CURBS MAY I BE USED (SEE SECTION A -A STANDARD PLANS) 42 I � I _ I , SCORE LINE 42 I W t 'r 0 421 1 3/8" EXPANSION _ DE TAIL A EXISTING , k X .JOINTS SEE NOTE APPROACH WITH 3 SE_ NOTE 2 I DpA�E I 3� � o �` I �y SIDEWALK KONMITHIT CUPS q O V I 420 SEE NOTE 5 1 2 I� ALTERNATE 2 No 419 Y�S11MG >r r V►�+EN SIDEVALK IS NEXT TO CURB EXIST �'B 1 ,�, DARE NtITE� 1 � ' � �E--, - � W I L Du�!�!Y JUMTS SHALL BE PL - CEMENT COWW tE DRNEwAY RIM: 4 ? 3.93 I W I 418 PLACED NOT TO EXCEED 15 C/C NOR LESS THAN it? C /C. THEY SHALL �� APPROACH I U NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2 -1/4" DEEP. - ST I P. lit" THRU MNTS SHALL BEt PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH. ' �, 3. CEWENT CONCRETE SHALL BE ICLASS 3000 AIR ENTRAR kD 1 "� EXIST. CB (INLET) LEGEND: 417 4. ALL JOINTS SHALL BE CLEANED AND EDGED. ADP Farm I I RIM•: 414.08 POURED 5. APPROACH SHALL NOT BE INTEGRAr_ WITH CURB AND GUTTER, BUT MAY BE POURED r lE.• 13.05 INTEGRAL WITH STANDARD CURB (SEE DETAIL "A' ). stawkwe w.. ❑ CATCH 84SIIV I 6. SUBGRADE C[MPACTION SHALL BE 95% MODIFIED PROCTOR. 12/15/91 ui I 416 E ST FH -¢ UTTLI, , POLE -- • 'r &r • OWG. NAME: FRO, N SP PAGE: FON m GV f 0 +20 + j I M GAS VALVE DRIVEWAY CURB CUT DETAIL , I t' 1' 2.5' ,' 1' �M!N r MM .MIN ►MAIM 6.5' MIN. 1' ,• 2.s' ,• r 1 CAIN r MIN MlfV MIN 111 I 1 2" CLASS "B" FACE OF CURB OR - ' EDGE OF PAVEMENT 7' CLASS '8' �ACP CLASS 'E' OR '9' • '2" TO 6" _ 'S' CRUSHED SURFACING TOP COURSE CLASS 'E' CEIMTFR tlNE OR OR LANE LINE CRUSHED ROCK, CLASS 'B' FLOWABLE FILL OR AS REOU►RED BY ENGINEER I e.s' MIH. TYPICAL PATCH FOR FLEXIBLE PAVEMENT 2" DEPTH OF WEN PERPENDICULAR TO ROADWAY CANT R LINE GRIND OR SAWCUT AND REMON£ -- em SEE DWGJ HR -05 FOR MINIMUM STANDARDS w..wo ONO LIT ant: 4176/" C"G. HAW: VW j Mt -23 SP WE: PACE / 4032A iRENCH PAVEMENT PATCH SID DETAIL 4C" MAX 24" MIN 5" a 8" FOR ALL ARTERIALS " QUEEN AVE NE STD 91f BRACKET OR 361f ADJUSTABLE BRACKET IF PRIVA TE RD PEQUIRED, PIPE CAP 2" GALVANIZED STEEL PIPE CLEARANCE FIB » FACE 0w CURB c1•. CURB IF ins , Ir"•41a•,fiej Z 1-1/21 CEMENT CONCRETE CLASS 'B' 3' 1-112 MINUS '� r CRUSHED ROCK ' 426 425 424 423 422 421 420 419 418 417 416 0+60 0 +80 1+00 1+20 EXISTING '< bQ WA TER VALVE Dpi Z ® wArER METER PRIVATE DRIVEWAY PROFILE I W � nR£ HYDRANT SCALE: HORZ 1 �= 20' VERT.. 1 2 � I SSM.N O SEWR MANNOLE cy I k H E/P EDGE OF PAVEMENT R/W RIGHT -OF- WAY N III � J I IZ y Ex�SnrvG 2, DR�t'E RENTON SHORT PLAT L UA 94 — 0 71 —SHPL J EXISTING A REC. NO. 9408299012 �4 I �.., S WCUT EXIST. SIDEtiYALK /DRIVEWAY. DRIVE —•�21 EXTEND CURB CUT INTO NEW DRIVEWAY. J5 CURB CUT FOR BOTH I R 30 LONG ROOF /GUTTER DRIVEWAYS SEE DETAIL %� NATF 20 WIDE SHARED DOWNSPOUT INFILTRATION (SEE 2 2-- DRIVEWAY EASEMENT AND U E FLOW EDGE OF NEW PAVEMENT TRENCH. 3 WIDE, LEVEL SA H'CUT EXIST. ASPHAL � try - TO Ex GUTTER Ex/STING D 4 2a (SEE DET. SHT. 4) I R PA VEMENT PA TCH I _ 5rRrET S�.'w 2 WIDE THICKENED GE CURB (SEE DET.) 4 2 - f- .�..� . 1,57 0# 4 25 I NEW ASPNA -- - -�-- x EDGE OF EX A cPN,tL r ' , ?: o -' w �- - - — -- -- --- d-s — — ✓� ^ + / J i SAWL^UT EXIST. ASPHALT ,� �`— �` T �` TIDE, ��"� � I " + _ I�j 4 x \ 30 LONG ROO F /G UiTLR GE PVMT fFE: B�4 2 g DOWNSPOUT INFLTRATION ExIsnNG 8 R• 04 48jy i DRIVE 670' 00 I fE/ IMP CLEAI(0 (SEE DT S TR E NCH. 3 WI DE, LEVEL 35 6 SIDE SEWER SE DET. SHT. 4 ) FIR 4 _ ® 2X 4SFf. SHT. 4 ) ffW lie 2 WIDE THICKENED EDGE CURB �� K J�-- I r u OR A t� W10E N g L • EDGE N�iY PA AND EXIST. SAN SEWER MH - ,--2 WIDE THICKENED e — VE�rENr I �+ RIM: 425.10 ati --�'`� EDGE CURB F - '4 � N�a'o4 4a iY ►. lE.• 418.93 5 --'�~ ,�,�, f $ I I -- -- MINE NONE ( o 20, h e i 5 — 90 7P r. d 1 a— z EDGE NEW ASPHALT ( o I ____LOT 1 ' 6" (SIDE — I FFE: 43 ©.5 n SEw b 2% END NFW ASPHALT J ? ( I ' DET. S 4 I .�0 LOMG ROOF /GUTTER 1 I I 430 I DOWNSPOUT INFILTRATION z 1�(�. 3 �Af�R �' 4 ,� � I , I C _ L , _ — — — w I 500 SF HOUSE TRENCH. 3 WIDE, LEVEL KC) D� r�o� M KKR I _ r — -- — Ft MRINT TYP 10• (SEE DET. SHT. 4) 2 00' o $ o END N4 W ASPHALT . +� . �• LOT 2 8 Ex�sTrNG F£nrcE U FEE. 430.5 I $� 4 30 �o g 67.00' _r _..._ x Ca Lr _ - , 90. s. NF_ 8'04 '413'1► 137.75' -60P LONG ROOF /GUTTER 30' LONG ROOF G(JTTER I DOWNSPOUT INFILTRATION T DOWNSPOUT DOWNSPOUT IN LT�ATI N TRENCH. 3' WIDE, LEWL (SEE DET, SHT. 4) TRENCH. 3 WIDE, LEVEL (SEE DET. SHT. 4) GRAPHIC SCALE 20 0 10 70 40 (ER "" ) 1 In ch • 20 ft. so . ROLL 1 i9 2 V WE 9 3A - AVl` l As_tsuC"r PEIZ FtEI.D °URVE�( ON 3�z6�o3 N0. 1 REVICION FR 1?2T6 BY APPR. SOr Q^ EtICMEER: JAEGER 'ENGINEERING 9419 South 204th Ploce Kent, WA. 98037 Phone No. (206) 850 -0934 DATE Fax No. (253) 850 -0155 FLOW LINE TO BE W DIRECTED AS SHOWN z ON PLAN W Z w 20' EASEMENT I OC I a Ln c 20' W 2 A.C. PAVEMENT 2' ASPAHLT I WEDGE CURB I 0 4" COMPACTED DEPTH M Uj CLASS 8 ASPHALT 10 im Ik 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE MAY BE REQUIRED PRIVATE DRIVEWAY SECTION N.T.S. RECOMMENDED FOR A PPRO VA L Sy.- OW TE- Mr. iM TE: L9Y• �OVI TE: 6Y: aA TE: 4= ITY NCO 3r n3M N'TarT DEPARTMENT OF PUBLIC WORKS ROAD AND DRAINAGE JA P9 QVUN� -SNORT PUT oionm JJJ ooh: e/e/o+ nu NAME: ,W► -un -a DRAW., JJJ a+EacEn: 9cAl.c 1 • . 20' rus roae rte[: APvROVM. s�ctr. 2 at '5 SCANNED NOV • 7 2003 A?3 i M