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HomeMy WebLinkAboutSWP2701966.88'- 7' ®�. +b2 19+6 , 17'R 5y 336.4. 31r .34 33?90 IE SEE NOTE 2. 1 334.23 1 i U, 16 + b4 SEE I 331.92 Match Line Lm 12I.E. / 8"330.80 LE � ,� 19+­At 233' R 334.5o /-���19- I.E. 331. 1. =.(E) ,y 331.23 LE.CW) S. ' 49 125'ij _$ 1 1__.' - 1;:5 A';� 19+ -34.6 33S. Vi 331.49 I.E. 330• ZS �,�.�w) r MOVE S.P TO INLET&SECURE ELEV. 337.0 334.7 I.E. (N.) 332.3 I.E. (W.) AUTOMOTIVE TECHNOLO ry FF 335.33 C. Jlcz�48' MJ390'R 19+ 54 48' MH �ta RE-, _ , 19+63, 348 R r, ' A y ! = 3 6-.-& 348. `. ' 12' _ h 3.� �.�C LE. ire i£+ (N) QO 343.3 I.E. f"'N-�-� S =8 I•E. OUT (W) 349.31� 43 354. tom I.E. 49 8'-6' --- 354-.13o J.F. 19+4-8; 387.5' Rt_,>. _: f ___ - -",% 6o I.1E.. `v 35to.55 I • �. _ � - OS.2 M T N `...... ` �0.0 - - -�- 18+28 �,, 18+ 2 0, 350.5' R - 554.75 352.50 I.E. 352.45 I.E. (OUT lJ) REFERENCE POINT 7 + 7 _,'. fix-, 3 49' R KIRKLAND AVE. 16+75, 301' R STUB B STAKE u� FOR BUILDING CONNEcnoN 0 (SEE ME -2) 0 V a 5' ' 4"ApS - 67' Match LineN,,I.E. 339.3 �X O- o�/ to 0 32 18+3-3-, 387' R ,- 3-,r6� 3 546. 14 35-3-. a 3 5 5. 10 8"_ 7C, 0.04.47 79 407' 16+7-7-, -•4 W-R Y- �.-Af2= 360.33 357.9-3, I.E. 357. GG I.1-. (OUT Q) 557.73 I.E. (IN E) Lion 7-4 Construction Manual blic Works Construction 1973 .tune 1986 �9S'r pProyed �_ �.►te NOTE : L, WABLE TO LOCATE LIIJES P=Otz Doh11:ISF'OUTS AT TIME OF 42 454 19+4-� 456.5 R 3GO.2-5 1.F_-. CONNECT NOTE 18-1-84, 537'R CONTRACTOR�NiLL COORDIN�ITE 366.92'' CON 3TRUf' 'TICNI OF STORM trRAIN 963.42- I,E, 3(03, 23 AND/OR T MPC'RARY RETEN1 ioi BY OTHERS F'GNC FrR 3.5 CFI LI�CHAR(37E SE'E FROM CITY OF RENTt N `7TOK.M 3 Y13TEM� W1 TH THE MONROE AVE'I'T'JE OnINTRACTOR. 18 + 21 456' R 36-27.� 3Co2. -3 5 8. 4 66- ,(� � ADS- 2 STUB 7�"\ �1740.R 4 Lk 362.68 I.E. 3(62.34 I.E. 1 NOTEi ALL STATIONS AND OFFSETS ARE FROM CENTERLINE OF KIRKLAND AVE 23+15,17 341.5 TOP 337.20 INVERT ELEVATI❑N 2 . NOTE, CATCH BASINS ON KIRKLAND AVE TO BE INSTALLED BY OTHERS. STUB -OUTS TO BE PROVIDED THIS CONTRACT 5' WEST OF PROPERTY LINE. LEGEND O MH MANHOLE ] CATCH BASIN ® INLET �--� STORM DRAIN ROIN IN< IN ® DRY WELL S.P. STAND PIPE D.S. DOWNSPOUT ;; vU O) T N. E. 6 TH PL. EL. 369.08 THE CAMPANELLA GROUP 9 INC. ARCHITECTS CONSULTANTS PLANNERS GARDNER ENGINEERS, INC. 41e'+ rUUK I H AVENUE SEATTLE, WA. 98121 (206) 728 -1883 ReVmTw1m RENTON SCHOOL DISTRICT NO. 403 ADDITION AND MODERNIZATION PHASE ONE 3000 N.E. FOURTH STREET RENTON. WASHINGTON 98055 GENERAL SITE WORK SITE UTILITIES PART A REVISED Storm Drainage Plan 4°- 9 - SG JS Q9-16-35AW _- � I-17-86 J00 W41 ®2-7-5(6 AW MAJO12 9M510,15 J08: 5 1 -7Z SHT NC' DATE: 3 - Z 9 -36 DWG: h, iM07 CHK'D�Y 13/ 19 : M