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HomeMy WebLinkAboutS-314918E RAI 131 f • qt► W Nil - 10611 TCE 4 44 .fie �1 ►1► ,wo! <; I ► � � %.c��► V► ®� 16. Of RT _J1 14 N. MEW STA 59+89.79 SSMH # 10-51 4891 �. LAW RE 60+11.87— PIPE CAPPED OR r. } PARK AVE N CLEANOUT R i PER RENTON STD PLAN 8076.1 38+34.77 a -_. . v IE 21.00 116'1�I' • r i i ii'• r i STA • i '' 1 i i i i r r PIPE END CAPPED Or M ► 1 N. 10TH ST. STA. 6 2 +95.86 = ; IE 21 00 p sly r_ t • s f DRIVEWAY STA. 10+00 UJI xk 3 p. 11. STA 62 +89.09 44.5 RT _.._..._��....__..__�.,�..__._........__._ CLEANOUT PER RENTON S �-- TD PLAN B076.1, o 00 00 1 `� < 's' l EXISTING GROUND ( I �.- - t f L z o r ! Q o� z IE 20.93 Q �: 1 o II L < � c � 0 CONSTRUCTION /L � � Q N 00 r� C� } N d' 00 ; 0 = 00 - N � � � � i ..... o `_' � � FINI HED GRADE � �o � � _ , w 0 z .0 . �. U) o = o = N { _ >- 12. BEGIN. 400 R. STA 59 +30.14, 18.00 LT • 0 CONSTRUCTI0�1 C/L .._.__.._ cn c� o + + R N w w c� cn _ f _.z �u - W ! o 00 , W 07 W , � cn rz 13. BEGIN REVERSE CURVE STA 59 +82.94 14.50 LT U N to = <t 1N 00 O ~ Z � I H__� w �— (O t7 �- �' - .' l �-!-� li i W - t-1 . LL' /""� z w O �C `� , Lij o cr y: X x X >� `° a oc Q - - N �-- 40 END REVERSE 400 R STA 60 +35.699 11.00 LT � i�1 � W �.i..!�€ � � Z to d. to { #.�,.1 r- �k_? ..� � �f L:_.I _ ._ -__ _ _ :- _ -- - �1 _ __ _ _• -__ __ __ __.__ ..__ _ .._v. . __ -+ _ _..__...._._ _ j( _ ­-30 15. BEGIN 4001 R -STA 60 +86.279 11.00' LT E If i VV 4/ W 16. END 400' R - STA 62+1.90759 19018 LT 6 MIN �a f 5� D) E } i l i C L t/1 f -f1�P��.,.,,�.,.. 445-- L - �-.- W ,_ _ w GENERAL NOTES: •- rte. 0 � � E E , W - t S t 1. FOR STORM DRAIN LOCATIONS, SEE DWGS t VCS �.,� � 142 � LF 12 P ff f t ���� - SD00 -SD25. _ 1._6.O.M LF -- x..1.2_... P t ) ' 0 FT /FT FT - S=0.0 10 ; LO 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT f _ S= 0.0050 FT FT i \_1 22 MIN DEFLECTIONS .IN WATER LINE,,, DEFLECT PIPE JOINTS ) iii ! CLR, TYP I'�'� NO MORE THAN HALF OF MANUFACTURER , S RECOMMENDED MAXIMUM. BENDS AT PIPE CROSSIN G 4' -0" MIS! COVER AT I ' c� �`' SIMILAR TO DETAIL 3, ° 1 � W cn cn ; '�C 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE M 60 +90.25 w C/L OF PIPE, TYP f w 07 N N ? SHEET U35 ; WATER AT MsIN ) N N a I N - V WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE o � r-- � � ,, � I 18,62 -- 12,E �E &W �- �- oo � ;,`L� �-- oo � PER ANSI AWWA C105. ` 6 ABOVE STORM ; -. - _ _ / i E 18.6 2 -- 12 N _. _ _ _ _ ___ i_ �L_ _-- _r - _- W C-1 w,;xfa�e\ Afpsx li" E �v F I iN N O I N O 0) O W . . 0 . . . FOR . 00 oo rn0 o 0 E I It— Ir- r..� . LEGEND. NT MM tin { f-- JOINT TRENCH C. I CLOSE �0 i �' ltd•' of Q " � � G -' •�, III '�' ! .�' EXPIRES s Ls 0 �C 1ST $g4 tr) N ! N I 0 N O 0 I 0) ) ? r I �? r,�, ,►4er .. ;c, , sslCQNAL ao oo 00 C N K) O ( LO ILO • o . 00 LO . 00 O O � O O O � O O 00 00 o6 " 100 W 000) 100 ' ` 00 o 0 J o 1 o O � 0) ► r o � o EXPIRES 0 6/06�/0� 7 N N N � N N N N N N N N N I N N M a� (el+lsco '*, (9 ®s °I."t 50 r00 59 -50 - - �q j, tac:S7 0 LT �YcsR � � � ��;,., .> CITY � (� CITY OF RENT X4/17/06 3350 Monte Villa Parkway BHC Consultants, LLC UDPATE SS PER ROAD PROFILE REVISIONS RAT 2.10.06 MSV H: 1 =-20 }3- ON Bothell, Washington 98021 -8972 720 Third Avenue, Suite 1200 2 MOVE JOINT UTILITY TRENCH TO EDGE OF R W RAT 7.07.06 MSV DN V: 1 " =5' SOUTH LAKE WASHINGTON � Seattle, Washington 98104 -1820 on11� _ RENTON Tel: (gas) 505 -3400 AND ADJUST FH LOCATION. PLC aE M ROADWAY IMPROVEMENTS (425)951 -4800 CONSULTANTS Fax: (206) 505 -3406 1 ADDENDUM #4 LA 5/22/06 al„oc DATUM (425)951 -4808 Fax LCA AT RU � Planning /Bullding /Public Works Dept. UTILITY PLAN AND PROFILEf Formerly a Division of Berryman & Henigar ypp� SM .Y T w F Wr 0!E NCH sb whpacific. com NO REVISION BY DATE APPR N 10TH S STA 59 00 TO STA • LCA 99 204 z Q W son W cn W , wri 0j 4 _2 _12— + Q + I L0 Q E-- cf) E . W z j � U F— M ► 1 N. 10TH ST. STA. 6 2 +95.86 = ; IE 21 00 p sly r_ t • s f DRIVEWAY STA. 10+00 UJI xk 3 p. 11. STA 62 +89.09 44.5 RT _.._..._��....__..__�.,�..__._........__._ CLEANOUT PER RENTON S �-- TD PLAN B076.1, o 00 00 1 `� < 's' l EXISTING GROUND ( I �.- - t f L z o r ! Q o� z IE 20.93 Q �: 1 o II L < � c � 0 CONSTRUCTION /L � � Q N 00 r� C� } N d' 00 ; 0 = 00 - N � � � � i ..... o `_' � � FINI HED GRADE � �o � � _ , w 0 z .0 . �. U) o = o = N { _ >- 12. BEGIN. 400 R. STA 59 +30.14, 18.00 LT • 0 CONSTRUCTI0�1 C/L .._.__.._ cn c� o + + R N w w c� cn _ f _.z �u - W ! o 00 , W 07 W , � cn rz 13. BEGIN REVERSE CURVE STA 59 +82.94 14.50 LT U N to = <t 1N 00 O ~ Z � I H__� w �— (O t7 �- �' - .' l �-!-� li i W - t-1 . LL' /""� z w O �C `� , Lij o cr y: X x X >� `° a oc Q - - N �-- 40 END REVERSE 400 R STA 60 +35.699 11.00 LT � i�1 � W �.i..!�€ � � Z to d. to { #.�,.1 r- �k_? ..� � �f L:_.I _ ._ -__ _ _ :- _ -- - �1 _ __ _ _• -__ __ __ __.__ ..__ _ .._v. . __ -+ _ _..__...._._ _ j( _ ­-30 15. BEGIN 4001 R -STA 60 +86.279 11.00' LT E If i VV 4/ W 16. END 400' R - STA 62+1.90759 19018 LT 6 MIN �a f 5� D) E } i l i C L t/1 f -f1�P��.,.,,�.,.. 445-- L - �-.- W ,_ _ w GENERAL NOTES: •- rte. 0 � � E E , W - t S t 1. FOR STORM DRAIN LOCATIONS, SEE DWGS t VCS �.,� � 142 � LF 12 P ff f t ���� - SD00 -SD25. _ 1._6.O.M LF -- x..1.2_... P t ) ' 0 FT /FT FT - S=0.0 10 ; LO 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT f _ S= 0.0050 FT FT i \_1 22 MIN DEFLECTIONS .IN WATER LINE,,, DEFLECT PIPE JOINTS ) iii ! CLR, TYP I'�'� NO MORE THAN HALF OF MANUFACTURER , S RECOMMENDED MAXIMUM. BENDS AT PIPE CROSSIN G 4' -0" MIS! COVER AT I ' c� �`' SIMILAR TO DETAIL 3, ° 1 � W cn cn ; '�C 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE M 60 +90.25 w C/L OF PIPE, TYP f w 07 N N ? SHEET U35 ; WATER AT MsIN ) N N a I N - V WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE o � r-- � � ,, � I 18,62 -- 12,E �E &W �- �- oo � ;,`L� �-- oo � PER ANSI AWWA C105. ` 6 ABOVE STORM ; -. - _ _ / i E 18.6 2 -- 12 N _. _ _ _ _ ___ i_ �L_ _-- _r - _- W C-1 w,;xfa�e\ Afpsx li" E �v F I iN N O I N O 0) O W . . 0 . . . FOR . 00 oo rn0 o 0 E I It— Ir- r..� . LEGEND. NT MM tin { f-- JOINT TRENCH C. I CLOSE �0 i �' ltd•' of Q " � � G -' •�, III '�' ! .�' EXPIRES s Ls 0 �C 1ST $g4 tr) N ! N I 0 N O 0 I 0) ) ? r I �? r,�, ,►4er .. ;c, , sslCQNAL ao oo 00 C N K) O ( LO ILO • o . 00 LO . 00 O O � O O O � O O 00 00 o6 " 100 W 000) 100 ' ` 00 o 0 J o 1 o O � 0) ► r o � o EXPIRES 0 6/06�/0� 7 N N N � N N N N N N N N N I N N M a� (el+lsco '*, (9 ®s °I."t 50 r00 59 -50 - - �q j, tac:S7 0 LT �YcsR � � � ��;,., .> CITY � (� CITY OF RENT X4/17/06 3350 Monte Villa Parkway BHC Consultants, LLC UDPATE SS PER ROAD PROFILE REVISIONS RAT 2.10.06 MSV H: 1 =-20 }3- ON Bothell, Washington 98021 -8972 720 Third Avenue, Suite 1200 2 MOVE JOINT UTILITY TRENCH TO EDGE OF R W RAT 7.07.06 MSV DN V: 1 " =5' SOUTH LAKE WASHINGTON � Seattle, Washington 98104 -1820 on11� _ RENTON Tel: (gas) 505 -3400 AND ADJUST FH LOCATION. PLC aE M ROADWAY IMPROVEMENTS (425)951 -4800 CONSULTANTS Fax: (206) 505 -3406 1 ADDENDUM #4 LA 5/22/06 al„oc DATUM (425)951 -4808 Fax LCA AT RU � Planning /Bullding /Public Works Dept. UTILITY PLAN AND PROFILEf Formerly a Division of Berryman & Henigar ypp� SM .Y T w F Wr 0!E NCH sb whpacific. com NO REVISION BY DATE APPR N 10TH S STA 59 00 TO STA • LCA 99 204