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Home My WebLink AboutD-196608Match Line MH %390`R i9+' 48' MH R 356.6 358 S4 A6AI.E.33o.37 //��'�'� �0 19 +63 348'R RE 356.6 I 55.00 LE 0 LE �i 19+� 233' R 34 3• S4S.3$ ® 12' ; o O7g 3$3:58 Z.E. OUT IN) 349.35 103 , 334.50 343.3I E. 12: �.. � S ° . I 43 354.(o(O I.E. (IA) E) 8 -0.0 34G -lE l2' (S E B' -6' �.-^,T I.E. 331.531.E.(E) � 354 -.90 I.E. 5= 0.005 331.23Ie.(W7 49 X, PVC 62' D.S. 1354 -3 a7.5'f 35/055_I.E� igS +24R 3 335.53 ® J 335.25 330 •1oS 1•E .Le.� 0 O E. - 330.]8. Le_Qw) 330. c.8 LE•�g) v 0 O d i n Vi v� FF 336.00 v' 32 \. 18 +33, 387' R, - 3r✓6 -.0 35rc.14 - 35:x.6 355.10 AUTOMOTIVE ® ° 0.0447 -70' 5=6 -6-78 18 +28 '- TECHNOLOGY 18+2013M.5'13 9533 35 .75 352.50 I. . „ - 352. I.E. (OUT Q) FF 335.33 353.15 1. 352.95 E: (N 5) REFERENCE POINT _ 17 +77.36, 349 R KIRKLAND AVE. 42 454' 9+4;� 4&6-&'R 363:9- 3(n2.'t!o 368:99 -IE. 3100.25 I.E. CONNECT NOTE: 18 +84, 537'R CONTRACTOR WILL COORDINATE � 366.92 r CONSTRUCTION OF STORM DRAIN 36M42 I.E. 363,23 AND /OR TEMPORARY RETENTION BY OTHERS POND FOR 3.5 CFS DISCHARGE SEE NOTE FROM CITY OF RENTON STORM SYSTEM WITH THE MONROE AVENUE CONTRACTOR. 18+21 456' R 367 ,3(02.41 358.23 I.E. 4. ADS - 2 STUB 1 _ 11 1 0 I 336Q9 MOVE OIL SEP. To 19 +65- 40.6 R 12 12 Q -7' 12 =36' Ll B'330.8 t� 1 m O MH MANHOLE ❑ CATCH BASIN 45+67- /52.5' R S-0.094 14 +(05,93 W .+62 I 19+67, 17'R I I I 4�8� +M39H�r �5 3a -$8- 33 ..x 1 Sty"M'H" 337, 33 (.40 332;98 E I, I i w 346 339.2? r- i to 2 SEE NO E, - s - til 1NOTE1 I E.33�4 J 330 I. ETCE? 334.23 &" 16' 2 I 330.25.1.Fz.<'�i 15 -g7' I ! = DRY WELL II 1 D.S. I 5 f I V 19 148, ! 79 407 KIRKLAND AVE I I I +64 19 +10(0 23 +15,17 I 2 18 4? I I I d 360:33✓ I 48" MH 331.491. 1O 357.E I.E. 1 I I f9 16 , 1 I I 32'R ZA 339 1 I I PLUG. 12" (°.) MOVE S.P TO INLET9SECURE ELEV. 337. 334.7 I.E. (N.) 1 I 332.3 I.E. (W.) - -19 - X 1 1 1 I I I 331.9 I.E. (S.) I I I Ii I II I I I BOTTOM DUCT I II �1 II II ELEV. 536.7 I i 1 I= �I I I x FF 335.33 a i UJI nI u � off NI yz i �z. z -1 U_ mz w j 11 I� II w II I I I x II I� Q'y I 6" P 25'1 D.S. i 171 I 1 i I 48" MH 17 I I I I +6a73,52.0'R 33�e 33T.os 329.5? I.E. I I I 71 SS I.E. 324.71 6 °SS 16th 3 70'R OIL SEP. MOVE FROM I5 +6�45'R -335.3 335.44 &J t.- I.E. 00 I 1 6- C 251 12 331.92 41 .(E) I Z� I I I S gp I 1 I !z I I N ( o� V`4 C0 3I I 1 V ' i 0~ 6 z Match Line MH %390`R i9+' 48' MH R 356.6 358 S4 A6AI.E.33o.37 //��'�'� �0 19 +63 348'R RE 356.6 I 55.00 LE 0 LE �i 19+� 233' R 34 3• S4S.3$ ® 12' ; o O7g 3$3:58 Z.E. OUT IN) 349.35 103 , 334.50 343.3I E. 12: �.. � S ° . I 43 354.(o(O I.E. (IA) E) 8 -0.0 34G -lE l2' (S E B' -6' �.-^,T I.E. 331.531.E.(E) � 354 -.90 I.E. 5= 0.005 331.23Ie.(W7 49 X, PVC 62' D.S. 1354 -3 a7.5'f 35/055_I.E� igS +24R 3 335.53 ® J 335.25 330 •1oS 1•E .Le.� 0 O E. - 330.]8. Le_Qw) 330. c.8 LE•�g) v 0 O d i n Vi v� FF 336.00 v' 32 \. 18 +33, 387' R, - 3r✓6 -.0 35rc.14 - 35:x.6 355.10 AUTOMOTIVE ® ° 0.0447 -70' 5=6 -6-78 18 +28 '- TECHNOLOGY 18+2013M.5'13 9533 35 .75 352.50 I. . „ - 352. I.E. (OUT Q) FF 335.33 353.15 1. 352.95 E: (N 5) REFERENCE POINT _ 17 +77.36, 349 R KIRKLAND AVE. 42 454' 9+4;� 4&6-&'R 363:9- 3(n2.'t!o 368:99 -IE. 3100.25 I.E. CONNECT NOTE: 18 +84, 537'R CONTRACTOR WILL COORDINATE � 366.92 r CONSTRUCTION OF STORM DRAIN 36M42 I.E. 363,23 AND /OR TEMPORARY RETENTION BY OTHERS POND FOR 3.5 CFS DISCHARGE SEE NOTE FROM CITY OF RENTON STORM SYSTEM WITH THE MONROE AVENUE CONTRACTOR. 18+21 456' R 367 ,3(02.41 358.23 I.E. 4. ADS - 2 STUB i-- FF 335.33 Line ROLL 207 vi O m7.�,G 1.e.(oLrrQ) 357.73 I.E. (IN E) _?,NOTE, CATCH BASINS ON KIRKLAND AVE TO BE INSTALLED AS BUILT per Se tion 7 -4 Construction Manual BY OTHERS. STUB -OUTS fc ..Municipal .Public War s Construction 1973 TO BE PROVIDED THIS CONTRACT 5' WEST OF H. .E., Inc. June 26, 1986 PROPERTY LINE. BY Q;ate iv1PR 2S, 19 i;'� N. E. 6TH PL. EL. 369.08 Z w w di w 1 _ 11 1 0 I -2 U'.1 12 17 +A 456'R 364 -.9 3x04.46 ? a m O MH MANHOLE ❑ CATCH BASIN 45+67- /52.5' R 16 +� m W " w l 362:68 I.E. of j 337, 33 (.40 16 +75 301' R K �• I i w ( to 2 STUB $S TAKE - J� 1NOTE1 IN I m FOR BUILDINGq 51 cONNECt10R4 &" ' ALL STATIONS AND -g7' I V (SEE ME -2) � = DRY WELL OFFSETS ARE FROM CENTERLINE OF AT TIME OF Ah- SL11LTh V 79 407 KIRKLAND AVE D.S. DOWNSPOUT G, o, GLEaNOUT a +64 16+ 486 R 23 +15,17 I 2 18 4? I I T5v.5, .. 6" PVC 336.2 l e d 360:33✓ 341.5 TOP 17'R �- 1O 357.E I.E. 337.20 INVERT ELEVATION i-- FF 335.33 Line ROLL 207 vi O m7.�,G 1.e.(oLrrQ) 357.73 I.E. (IN E) _?,NOTE, CATCH BASINS ON KIRKLAND AVE TO BE INSTALLED AS BUILT per Se tion 7 -4 Construction Manual BY OTHERS. STUB -OUTS fc ..Municipal .Public War s Construction 1973 TO BE PROVIDED THIS CONTRACT 5' WEST OF H. .E., Inc. June 26, 1986 PROPERTY LINE. BY Q;ate iv1PR 2S, 19 i;'� N. E. 6TH PL. EL. 369.08 Z w w di w 1 _ 11 1 0 I -2 U'.1 48" MHr 15 +(09 * ? a m O MH MANHOLE ❑ CATCH BASIN 45+67- /52.5' R 16 +� m W " w l I o of j 337, 33 (.40 K �• I i w ( to 2 .6z�.) 333.33 LE, (3E) 4 332.03 ��i.T 324.33 1.E.Q.1) g-7 1�Ppra YedD_a Ye IN I "ADS &" E ",: ,.� 328.53 I.E -(_W) -g7' I NOTE: WWASLE To LOCATE LIUEL5, PO¢ �ohI1.ISPOUTS = DRY WELL AT TIME OF Ah- SL11LTh S.P. STAND PIPE 1 I D.S. DOWNSPOUT G, o, GLEaNOUT I +64 I I 2 18 4? I I T5v.5, .. 6" PVC 336.2 l e 15 334.19' 17'R 9 e . D.S. 3'.0'I.E ' /a, 332.1' 1? A SEE _ LT� E. OE 1 _ i-- FF 335.33 Line ROLL 207 vi O m7.�,G 1.e.(oLrrQ) 357.73 I.E. (IN E) _?,NOTE, CATCH BASINS ON KIRKLAND AVE TO BE INSTALLED AS BUILT per Se tion 7 -4 Construction Manual BY OTHERS. STUB -OUTS fc ..Municipal .Public War s Construction 1973 TO BE PROVIDED THIS CONTRACT 5' WEST OF H. .E., Inc. June 26, 1986 PROPERTY LINE. BY Q;ate iv1PR 2S, 19 i;'� N. E. 6TH PL. EL. 369.08 Z w w di w GARDNE ENQ1N,EERS,, IN SUITE 300 .2124 FOURTH AVENUE SEATTLE, WA. 98121 (206).728 -1883 K 4k.; I � 1 0- 1, R 7 E ■ Yi■ RENTON SCHOOL DIST NO. 403 ADDITION AN MO-DERNIZAT PHASE ONE GENERAL SITE WORE „" ` '�I v SITE UTILITIE. PART A 0 1 20 0 10 20 40 LEGEND O MH MANHOLE ❑ CATCH BASIN 41 is /s/ ❑ INLET i j a � alva , ,�P,rj, Js! t ..z 3 �� STORM I DJAIN 1�Ppra YedD_a Ye IN I "ADS &" -g7' I NOTE: WWASLE To LOCATE LIUEL5, PO¢ �ohI1.ISPOUTS = DRY WELL _ AT TIME OF Ah- SL11LTh S.P. STAND PIPE E. 339.3 D.S. DOWNSPOUT G, o, GLEaNOUT I _, D- I4I,>oab Ea J19� `3 � i�54i e ® ®X GARDNE ENQ1N,EERS,, IN SUITE 300 .2124 FOURTH AVENUE SEATTLE, WA. 98121 (206).728 -1883 K 4k.; I � 1 0- 1, R 7 E ■ Yi■ RENTON SCHOOL DIST NO. 403 ADDITION AN MO-DERNIZAT PHASE ONE GENERAL SITE WORE „" ` '�I v SITE UTILITIE. PART A 0