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HomeMy WebLinkAboutR-386606LA J V) M 0 W ry V) (aW` 7°o7 -SS 0 2.5 5 10 r -s r r r I � � i r REPLACE CONCRETE TO NEAREST ,JOINT 2 35.06± ME I CURB .CC. Ib'w W y - 4 v ~ ME 9 ME TC y n I i "Y • M Q Y • • r... ♦ • • • • s PARALLEL CURB RAMP PER WSDOT STD PUMA F-40.1 -02 DETEC WARNING SURFAC ROAD IMPROVEMENT PLAN r 2.o, Know whaPs bliOW. Call edo.. you dig. o ,oho 'o I EX. SO4AL BOX TO REMAIN. ADJUST LID TO BE FLUSH WITH RAMP LANDING. INSTALL KION -SKID COVER. 35.01 a� � FOUND MONUMENT IN LEAD & TACK IN I SET 0.30' BELOW G (MAY 1 FOUND LEAD&TACK 'MAY4) -- 50 ----- ----- SIG, LE W/XWALK CB STD GRATE RIM.-�� .18' 6" CONC I.E. 18 PARALLEL CURB RAMP PER WSDOT STD PLM! "■" P-40.12-02 ■ SDMH ■ RIM --35,04' .�. 8° CONC I.E. S=31.97' ■ 12" CONC I.E. N=30.92' RAMP .. 87 CONC I.E. NE=32.K --- RAMP 6" CONC I.E. W=31.49' CB CBD GRATES-------- ------------ ---------------------- _---------_------------------_-------_ _____________________________----------------------------- -------------- __ == RIM= ' - GAS VALVE -------------------- D V Y ------- w 8 CONC I.E. SW 33 'I'-"---•-._-'�' ; G G C G C G G G C G C G G G G C C C C G G i— E CURB AND GUTTER > WATER VALVE ■ 36+00 PER 103. 37+ 38+00 .. ADAJSI M REPLACE CUI1B AND NT ELEV AS CB — I �'' ....•.• WATER MET NECESSARY TCH EX. S�EWAL.K ELEV a " ---- s "---------------------------------- ------------------------------ T-------------------------------------------_- T --- --- 34.91 � ir x • -- ,� . s' .37 • • •'' ; 41� ONT. • is . a ,,•' •• 1�.� • '. !•.► z h ,„.•'. .i .•{Ir"���i.� RI�I��I.i.. •..� •:v• •• 'r' -•'• '•' •� •.••'. .. .l. ,.r w • •• '�• • •�T��AI+►• � • 1► l • !-'�' •� _ ..! , •. ... L : •:. :. - . � '. -; ` .'. .':' :.� .: , _.. .. �:�►:�' � ,I -. .., .yam r � , • , p • -� �:. • if 34. 1 / CD STD GRATE w x JBO x x x x x x x x x --�--x x x x-----�--_-- x x x x RA#=35.10' JBOX * .. :� :.: ,; T GATE .BOX 6 CONC I.E. W=33,57 : ' JBOX ■ N NEW 1 IRRIGATION METER - _ _ '■� PARALLEL Cu■3 RAMP :. LE ( ) PER CITY Of RENTON STD DETAIL ^ ` ■ CUR$ PER WSOOT STD PLAN n x ': ,� SIG SET DETER BOXS FLUSH WITH SIDEWALK POWER VAULT REPLACE CURE ANN. ITER .. GUTTER F-40.12-02 o �� �:_ NEW 12" W a > PER COR STD ■ SEE DETAIL GRADING ” I o r, r::.:... _ .. PLAN / I (SEE SEPARATE IMPROVEMENT PUMAS) TRANS-- CB STD ��ATE xx ■ � rr° + WW GAFCEN AND :'F1Ni}:'' D&TACK RI 34.19' r rr :Y. y FORMER %� M''� n 22 x27 POWER EASEMENT --- -x 12" PVC LE•.'E=29.09' . RAW / ; :� -� REC8808300419 F IRR, BOX 6" PVC I,E'. N=29.74' x ■ 1 ot/ 1 ■ 1 ■ / ■ : ' SAL' X &BOLLARD SCALE: 1"=5' r -s 2.5 5 EX CB TO REMAIN MATCH NEW PAVEMENT TO EX RIM PARALLEL CURB PER 1MSpOT PLAN F .12-02 SEE DE GEiADIMG- , . J / UM■ TA. + 29.76' RT MATCH� 1 Re BEGIN SMEWAL.K AMMMEN / ELEV=35.45 SAWCUT, REMOVE AND REPLACE (DEXISTING ASPHALT AS NECESSARY / FOR STORM CONSTRUCTION. SEE SHEET R6 'z rr ,r r ,r r r• ■ ,r r rr r ■ / k' r. I r 11r /FOUND MONUMENT IN CASE / � Q� � • C$� �� � " 1 2COPPER PLUG W PUNCH IN 4X4 10 ��-- - a / / / CONC --- �S /CB SET 0.50' BELOW GRADE t'"v1T> --------------------L-------------------------------------------- GAS VALVE (MAY 214) ae ,u rr , rr ,.r SSMH RIM=33,35' rr ,n (INACTIVE) ix ADJUST RIM ELEV TO BE FLUSH WITH It PROPOSED SIDEWALK. LID MUST BE I NON-SKID. REPLACE F NECESSARY cn 1`1 -0 * o� O �Q >04 •v ;?,r 3 w O -p �.�Illliillll�u] 00 c � =v E 51 = a� 0 2.5 5 10 r -s r r r I � � i r REPLACE CONCRETE TO NEAREST ,JOINT 2 35.06± ME I CURB .CC. Ib'w W y - 4 v ~ ME 9 ME TC y n I i "Y • M Q Y • • r... ♦ • • • • s PARALLEL CURB RAMP PER WSDOT STD PUMA F-40.1 -02 DETEC WARNING SURFAC ROAD IMPROVEMENT PLAN r 2.o, Know whaPs bliOW. Call edo.. you dig. o ,oho 'o I EX. SO4AL BOX TO REMAIN. ADJUST LID TO BE FLUSH WITH RAMP LANDING. INSTALL KION -SKID COVER. 35.01 a� � FOUND MONUMENT IN LEAD & TACK IN I SET 0.30' BELOW G (MAY 1 FOUND LEAD&TACK 'MAY4) -- 50 ----- ----- SIG, LE W/XWALK CB STD GRATE RIM.-�� .18' 6" CONC I.E. 18 PARALLEL CURB RAMP PER WSDOT STD PLM! "■" P-40.12-02 ■ SDMH ■ RIM --35,04' .�. 8° CONC I.E. S=31.97' ■ 12" CONC I.E. N=30.92' RAMP .. 87 CONC I.E. NE=32.K --- RAMP 6" CONC I.E. W=31.49' CB CBD GRATES-------- ------------ ---------------------- _---------_------------------_-------_ _____________________________----------------------------- -------------- __ == RIM= ' - GAS VALVE -------------------- D V Y ------- w 8 CONC I.E. SW 33 'I'-"---•-._-'�' ; G G C G C G G G C G C G G G G C C C C G G i— E CURB AND GUTTER > WATER VALVE ■ 36+00 PER 103. 37+ 38+00 .. ADAJSI M REPLACE CUI1B AND NT ELEV AS CB — I �'' ....•.• WATER MET NECESSARY TCH EX. S�EWAL.K ELEV a " ---- s "---------------------------------- ------------------------------ T-------------------------------------------_- T --- --- 34.91 � ir x • -- ,� . s' .37 • • •'' ; 41� ONT. • is . a ,,•' •• 1�.� • '. !•.► z h ,„.•'. .i .•{Ir"���i.� RI�I��I.i.. •..� •:v• •• 'r' -•'• '•' •� •.••'. .. .l. ,.r w • •• '�• • •�T��AI+►• � • 1► l • !-'�' •� _ ..! , •. ... L : •:. :. - . � '. -; ` .'. .':' :.� .: , _.. .. �:�►:�' � ,I -. .., .yam r � , • , p • -� �:. • if 34. 1 / CD STD GRATE w x JBO x x x x x x x x x --�--x x x x-----�--_-- x x x x RA#=35.10' JBOX * .. :� :.: ,; T GATE .BOX 6 CONC I.E. W=33,57 : ' JBOX ■ N NEW 1 IRRIGATION METER - _ _ '■� PARALLEL Cu■3 RAMP :. LE ( ) PER CITY Of RENTON STD DETAIL ^ ` ■ CUR$ PER WSOOT STD PLAN n x ': ,� SIG SET DETER BOXS FLUSH WITH SIDEWALK POWER VAULT REPLACE CURE ANN. ITER .. GUTTER F-40.12-02 o �� �:_ NEW 12" W a > PER COR STD ■ SEE DETAIL GRADING ” I o r, r::.:... _ .. PLAN / I (SEE SEPARATE IMPROVEMENT PUMAS) TRANS-- CB STD ��ATE xx ■ � rr° + WW GAFCEN AND :'F1Ni}:'' D&TACK RI 34.19' r rr :Y. y FORMER %� M''� n 22 x27 POWER EASEMENT --- -x 12" PVC LE•.'E=29.09' . RAW / ; :� -� REC8808300419 F IRR, BOX 6" PVC I,E'. N=29.74' x ■ 1 ot/ 1 ■ 1 ■ / ■ : ' SAL' X &BOLLARD SCALE: 1"=5' r -s 2.5 5 EX CB TO REMAIN MATCH NEW PAVEMENT TO EX RIM PARALLEL CURB PER 1MSpOT PLAN F .12-02 SEE DE GEiADIMG- , . J / UM■ TA. + 29.76' RT MATCH� 1 Re BEGIN SMEWAL.K AMMMEN / ELEV=35.45 SAWCUT, REMOVE AND REPLACE (DEXISTING ASPHALT AS NECESSARY / FOR STORM CONSTRUCTION. SEE SHEET R6 'z rr ,r r ,r r r• ■ ,r r rr r ■ / k' r. I r 11r /FOUND MONUMENT IN CASE / � Q� � • C$� �� � " 1 2COPPER PLUG W PUNCH IN 4X4 10 ��-- - a / / / CONC --- �S /CB SET 0.50' BELOW GRADE t'"v1T> --------------------L-------------------------------------------- GAS VALVE (MAY 214) ae ,u rr , rr ,.r SSMH RIM=33,35' rr ,n (INACTIVE) ix ADJUST RIM ELEV TO BE FLUSH WITH It PROPOSED SIDEWALK. LID MUST BE I NON-SKID. REPLACE F NECESSARY 1`1 -0 * V C O Y• co Y c ~ O -p �.�Illliillll�u] 00 i r 51 c Nz m o m WN Q N MVY N N � 00 !o tD 00 — Z CNQLoLo m I I W z� 3t N c 4 0 Lo Lo N Z N N '-i v �ooX i ia4 W z W Y V Q yW,1 �Jv y O � ct ry p") N CL Q r 0 N W N _ 0 ai � m v 0 v� 3 -v i h co Lo N W w Z — O V) Q W C C a� c c a� co N cn 0 N a O 0 2.5 5 10 r -s r r r I � � i r REPLACE CONCRETE TO NEAREST ,JOINT 2 35.06± ME I CURB .CC. Ib'w W y - 4 v ~ ME 9 ME TC y n I i "Y • M Q Y • • r... ♦ • • • • s PARALLEL CURB RAMP PER WSDOT STD PUMA F-40.1 -02 DETEC WARNING SURFAC ROAD IMPROVEMENT PLAN r 2.o, Know whaPs bliOW. Call edo.. you dig. o ,oho 'o I EX. SO4AL BOX TO REMAIN. ADJUST LID TO BE FLUSH WITH RAMP LANDING. INSTALL KION -SKID COVER. 35.01 a� � FOUND MONUMENT IN LEAD & TACK IN I SET 0.30' BELOW G (MAY 1 FOUND LEAD&TACK 'MAY4) -- 50 ----- ----- SIG, LE W/XWALK CB STD GRATE RIM.-�� .18' 6" CONC I.E. 18 PARALLEL CURB RAMP PER WSDOT STD PLM! "■" P-40.12-02 ■ SDMH ■ RIM --35,04' .�. 8° CONC I.E. S=31.97' ■ 12" CONC I.E. N=30.92' RAMP .. 87 CONC I.E. NE=32.K --- RAMP 6" CONC I.E. W=31.49' CB CBD GRATES-------- ------------ ---------------------- _---------_------------------_-------_ _____________________________----------------------------- -------------- __ == RIM= ' - GAS VALVE -------------------- D V Y ------- w 8 CONC I.E. SW 33 'I'-"---•-._-'�' ; G G C G C G G G C G C G G G G C C C C G G i— E CURB AND GUTTER > WATER VALVE ■ 36+00 PER 103. 37+ 38+00 .. ADAJSI M REPLACE CUI1B AND NT ELEV AS CB — I �'' ....•.• WATER MET NECESSARY TCH EX. S�EWAL.K ELEV a " ---- s "---------------------------------- ------------------------------ T-------------------------------------------_- T --- --- 34.91 � ir x • -- ,� . s' .37 • • •'' ; 41� ONT. • is . a ,,•' •• 1�.� • '. !•.► z h ,„.•'. .i .•{Ir"���i.� RI�I��I.i.. •..� •:v• •• 'r' -•'• '•' •� •.••'. .. .l. ,.r w • •• '�• • •�T��AI+►• � • 1► l • !-'�' •� _ ..! , •. ... L : •:. :. - . � '. -; ` .'. .':' :.� .: , _.. .. �:�►:�' � ,I -. .., .yam r � , • , p • -� �:. • if 34. 1 / CD STD GRATE w x JBO x x x x x x x x x --�--x x x x-----�--_-- x x x x RA#=35.10' JBOX * .. :� :.: ,; T GATE .BOX 6 CONC I.E. W=33,57 : ' JBOX ■ N NEW 1 IRRIGATION METER - _ _ '■� PARALLEL Cu■3 RAMP :. LE ( ) PER CITY Of RENTON STD DETAIL ^ ` ■ CUR$ PER WSOOT STD PLAN n x ': ,� SIG SET DETER BOXS FLUSH WITH SIDEWALK POWER VAULT REPLACE CURE ANN. ITER .. GUTTER F-40.12-02 o �� �:_ NEW 12" W a > PER COR STD ■ SEE DETAIL GRADING ” I o r, r::.:... _ .. PLAN / I (SEE SEPARATE IMPROVEMENT PUMAS) TRANS-- CB STD ��ATE xx ■ � rr° + WW GAFCEN AND :'F1Ni}:'' D&TACK RI 34.19' r rr :Y. y FORMER %� M''� n 22 x27 POWER EASEMENT --- -x 12" PVC LE•.'E=29.09' . RAW / ; :� -� REC8808300419 F IRR, BOX 6" PVC I,E'. N=29.74' x ■ 1 ot/ 1 ■ 1 ■ / ■ : ' SAL' X &BOLLARD SCALE: 1"=5' r -s 2.5 5 EX CB TO REMAIN MATCH NEW PAVEMENT TO EX RIM PARALLEL CURB PER 1MSpOT PLAN F .12-02 SEE DE GEiADIMG- , . J / UM■ TA. + 29.76' RT MATCH� 1 Re BEGIN SMEWAL.K AMMMEN / ELEV=35.45 SAWCUT, REMOVE AND REPLACE (DEXISTING ASPHALT AS NECESSARY / FOR STORM CONSTRUCTION. SEE SHEET R6 'z rr ,r r ,r r r• ■ ,r r rr r ■ / k' r. I r 11r /FOUND MONUMENT IN CASE / � Q� � • C$� �� � " 1 2COPPER PLUG W PUNCH IN 4X4 10 ��-- - a / / / CONC --- �S /CB SET 0.50' BELOW GRADE t'"v1T> --------------------L-------------------------------------------- GAS VALVE (MAY 214) ae ,u rr , rr ,.r SSMH RIM=33,35' rr ,n (INACTIVE) ix ADJUST RIM ELEV TO BE FLUSH WITH It PROPOSED SIDEWALK. LID MUST BE I NON-SKID. REPLACE F NECESSARY X---------------------------------------------------------- --_________-__________________ __----------------- j� e.*"~s----`/f------------------------------------9C---------------------------------'1E--------# ------------------------�(------------------------------ ----------------------___ --------r----------------- RESET SURVEY MARKER / WATER M H a .. > WATER VALVE (2) 1 AS VALVES MONITOR ELL (TYP•) r-- G t- 0 c c c c c c c c c c c c c G ME 34 t L T T ■ 39+00 4+ 7 0 00 41+OOGAFCEN AVE N 00 33.03± MA x I x x xP REPLACE CURB AND GU F 70± TT w I14R'E----• w �v w� - w w W PER COR STD PLAN 10 . TA. 41 + .11 1 r Ct1A8 ELEV L CB HYDRANT 3Sw 3 .1BEGIN SIDEWK 1 ----- ------------------------ =_____________________ ____________________________________________________-________________ _______----------------- __________------------------ ----------- ----------------- ---- _ T T T T SW Swsw = _ ` • • ; •• _ '• �M� � •� 1 .. • .. • •• • • • '' +• •" •' • •.... •• •• Tom'+-�1• � : • • .'. ► u. •1 • a • • •. • : • . (%► ) ^—•ter rr +- �- -- l�(11i '-+-+tea *+•e 1ij: -s— ► {I4) r�.i �u�f • /�,�� t . • , ► . , ., . - --T .t" ��•!!�{�� -= Yi -fit ' i ' . 11ij �+�7 • b ' �r • , • � � •• �i*'-� . 2 t . I( �� - • . � . •' ��T • i-, "_i ' � • r s• r ... • ... .• i j . � .�j �i �•�7T� •��.• '• ���•� . •a .. .x % % % % x x x x �-®% % -•--------•'1E- % x %--------. % ______._-- >Kr, ..%• :x ° JBOX ° a CONSTRUCT SIDEWALK ARO FOE HYDRANT AS NECESSARY • 7 � ° 0 Q / ■ SW Sw SW CONSTRUCT SIDEWALK 1 0 0 11 IRRIGATION >FIRE o ■ IRRIGATION SW AROUND EX1STOW FOE H1TRANT Sw HYDRANT � 0 0 0e► ' o x ' A ADJUST LID ELEVATION TO MATCH STA, 41+12.59, 1. RT x x PROPOSED SIDEWALK. LID MUST END SKXV&K IRR. BOX -- BE NON-SKID, REPLACE If NECESSARY. IRR. BOX _ & BOLLARD - &BOLLARD a A x x !� x x x !� x NEW FENC ■ z' SCALE: 1"=5' PROVIDE 4' MMI. OF SID FW " BETWEEN POLE AND EDGE OF SIDEWALK EX. ASPHALT -"r EX. CURB AND GUTTER a' 7.261± LOCATION PER LMOSCApE PLAN) �. MAX W :•MATCH EX. GRADE AT FENCE a^ r . NEW CONCRETE SIDEWALK PER CITY OF RENTON STANDARD DETAIL 102. -��-- --- ri UPS AND GUTTER fl MD PUMA 103. c c a ITER VALVE S r -z 17 x Sw ■ S=27.09' POWER VAULT W=26,09' CONSTRUCT SIDEWALK N=26.1' AROUND EX. UTILITY. ADJUST LID AS NECESSARY TO BE FLUSH WM S11EWALK. ISECTM A–A By: Dote NOT TO SCALE STA 35+85± TO 6TH STREET Dote GUY N oE r"sy o 3wso � AITEE`�'\����J v 1`1 -0 * V C O Y• Z Y c ~ O -p �.�Illliillll�u] L i r 51 c Nz m o m WN Q N MVY N N � !o tD 00 — Z CNQLoLo m I I W z� X---------------------------------------------------------- --_________-__________________ __----------------- j� e.*"~s----`/f------------------------------------9C---------------------------------'1E--------# ------------------------�(------------------------------ ----------------------___ --------r----------------- RESET SURVEY MARKER / WATER M H a .. > WATER VALVE (2) 1 AS VALVES MONITOR ELL (TYP•) r-- G t- 0 c c c c c c c c c c c c c G ME 34 t L T T ■ 39+00 4+ 7 0 00 41+OOGAFCEN AVE N 00 33.03± MA x I x x xP REPLACE CURB AND GU F 70± TT w I14R'E----• w �v w� - w w W PER COR STD PLAN 10 . TA. 41 + .11 1 r Ct1A8 ELEV L CB HYDRANT 3Sw 3 .1BEGIN SIDEWK 1 ----- ------------------------ =_____________________ ____________________________________________________-________________ _______----------------- __________------------------ ----------- ----------------- ---- _ T T T T SW Swsw = _ ` • • ; •• _ '• �M� � •� 1 .. • .. • •• • • • '' +• •" •' • •.... •• •• Tom'+-�1• � : • • .'. ► u. •1 • a • • •. • : • . (%► ) ^—•ter rr +- �- -- l�(11i '-+-+tea *+•e 1ij: -s— ► {I4) r�.i �u�f • /�,�� t . • , ► . , ., . - --T .t" ��•!!�{�� -= Yi -fit ' i ' . 11ij �+�7 • b ' �r • , • � � •• �i*'-� . 2 t . I( �� - • . � . •' ��T • i-, "_i ' � • r s• r ... • ... .• i j . � .�j �i �•�7T� •��.• '• ���•� . •a .. .x % % % % x x x x �-®% % -•--------•'1E- % x %--------. % ______._-- >Kr, ..%• :x ° JBOX ° a CONSTRUCT SIDEWALK ARO FOE HYDRANT AS NECESSARY • 7 � ° 0 Q / ■ SW Sw SW CONSTRUCT SIDEWALK 1 0 0 11 IRRIGATION >FIRE o ■ IRRIGATION SW AROUND EX1STOW FOE H1TRANT Sw HYDRANT � 0 0 0e► ' o x ' A ADJUST LID ELEVATION TO MATCH STA, 41+12.59, 1. RT x x PROPOSED SIDEWALK. LID MUST END SKXV&K IRR. BOX -- BE NON-SKID, REPLACE If NECESSARY. IRR. BOX _ & BOLLARD - &BOLLARD a A x x !� x x x !� x NEW FENC ■ z' SCALE: 1"=5' PROVIDE 4' MMI. OF SID FW " BETWEEN POLE AND EDGE OF SIDEWALK EX. ASPHALT -"r EX. CURB AND GUTTER a' 7.261± LOCATION PER LMOSCApE PLAN) �. MAX W :•MATCH EX. GRADE AT FENCE a^ r . NEW CONCRETE SIDEWALK PER CITY OF RENTON STANDARD DETAIL 102. -��-- --- ri UPS AND GUTTER fl MD PUMA 103. c c a ITER VALVE S r -z 17 x Sw ■ S=27.09' POWER VAULT W=26,09' CONSTRUCT SIDEWALK N=26.1' AROUND EX. UTILITY. ADJUST LID AS NECESSARY TO BE FLUSH WM S11EWALK. ISECTM A–A By: Dote NOT TO SCALE STA 35+85± TO 6TH STREET Dote GUY N oE r"sy o 3wso � AITEE`�'\����J v 1`1 -0 * V C O Y• Z Y c ~ O -p 60 L i r 51 c Nz m Uj 1`1 -0 * Vz v Y• Z Y c z O -p c W 51 c Nz m o m WN Q N MVY N N � Uj 1`1 -0 * Vz o Y• Z c z O -p c W 51 a Z Nz m I.t.. m WN Q N MVY N N � !o tD 00 — Z CNQLoLo m I I W z� 3t N c 4 Lo Lo N Z N N '-i z W �Jv coo Uj 1`1 -0 * V ' cy Y• Uj 1`1 -0 * Z D Z c z O -p c r f�I 51 Nz m m m O D 0 � o0 umo � m R D �m z� Z� M:" O r , Um � I� N — Z m O D YT n Y c � � Cn Z� i o < � m ` m