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HomeMy WebLinkAboutS-296304REVISIONS :REVISED PER CITY OF RENTON COMMENTS :REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER CLEINT'S :REVISED LOT GRADING PER CLEINT'S AND REDLINES. 06 -04 -01 DJW AND REDLINES. 02 -22 -02 DJW REQUEST. 04 -24-02 DJW REQUEST. 05 -20 -02 DJW N S.E. 1/4, S.E. 1/4, SEC. 31, T. 23 N., R. 5 E., W.M. 0o U r a 3 5j) 0 W LL o w Q U ¢J Q i.—i W Qca �� V o.. LL Z N 00 3: Z °Q W �W U a: 'd � E C p, om a� 0 O cli II �L [:h 9-1 51 a' 4Z)S 1z, e99 78J,aD5127 %t iB "AD> 7 ?02 N/ SAWCUT E PAVEMENT STA. 0 +19.16, 23.9' RT. II PM 132 Od 12 "" ADS i! °7' S SCALE: 1 ° =20' 20 10 0 20 GRAPHIC SCALE VERTICAL DATUM: h —RES, MAY 6, 2003 NAVD 88 (CITY OF RENTON) CONTOUR INTERVAL = 2' Lo Fn BENCHMARK: 00 uj 0) O BASE: > OD KING COUNTY SURVEY CONTROL POINT #F -10- Q < W 00 0 FOUND BRASS DISC FLUSH WITH SIDEWALK 1.0' t 1 w U WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST Z Z 4) U) H 0 QUADRANT OF STREET INTERSECTION OF TALBOT J W CV ;,, — Z ROAD AND SOUTHWEST 43RD STREET. ® Z �% in ELEVATION: 121.26 FEET. qo0 W I C i Q CV W Q 14 a:(L —LL - _ _ MAINTAIN 5' MINIMUM CLEARANCE I FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES - - i. CONTRACTOR 2. ALL PRIVATE STORM PIPE SHALL BE ADS -N72 (OR •�^"�1 > EOU )UNLESS OTHERWISE NOTED ON THE PLANS. W O 3 L ALL STORM INLETS SHALL BE PROTECTED DURING q� '� 4J 1 - - CONSTRUCTION PER THE TEMPORARY EROSION ft ft CONTROL PLAN. — — _ — 25.0' WIDE P.y+ w/ C40 4- EXISTING UNDERGROUND UTILITIES IN TALBOT ROAD T — — "_ _— — ; —T - =.'� T ✓= , — — — — — HAVE BEEN SHOWN FROM THE MOST CURRENT INFORMATION AVAILABLE. IT SHALL BE THE -. F p° I s. —... �\�.. + II ..• ' . �tfu CTORS RESPONSIBILITY TO LOCATE ALL I CONTRA EXISTING UTILITIES; SHOWN OR NOT, PRIOR TO W � BEGINNING .CONSTRUCTION T � 1 3 5. SEE SHEET C2 FOR HORIZONTAL CONTROL. 139 1- 33;_ - -- —c . :.o , x � m � "`' ' I 1I ,`�j",': � I I \ I I t I � : / •` I I I I I I f I ` ' -J -µ'',.I II . , '( I I 1 '�' ' I I , � ,I I 6. MAINTAIN 5' CLEARAN CE CE FROM DRIVEWAY APPRO ACH ACH ES TO ANY STREET LIGHT. 7. SEE SHEET C14 FOR STANDARD NOTES. S. SEE SHEET C6 FOR ROAD AND STORM DRAINAGE y 22 21 PROFILES. 2T 23 Z I PAD- 151.3 PAD 1580 PAD -164.8 'PAD -171.5 Q 3 9. SEE SHEET C73 FOR OFF -SITE IMPROVEMENTS. 0 ``"--- - --- -133 I,, I I 10. ALL NEW ELECTRICAL, PHONE &CABLE SERVICES & O W LINES TO THE PLAT MUST BE UNDERGROUND- I INV.- I ,i 'INV.sa5o, l I INV.- I I' INV, I I W CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST I.63.17$ BE INSPECTED & APPROVED B) A CITY. OF RENTON Cc ! _...137 5 ,i s � I 22`A " I '2 z/ \ I Z2': T)� I' rl PUBLIC WORKS INSPECTOR PRIOR TO RECORDING OF _.. / i , I- ' = -- O THE FINAL PLAT. H 1 /�,/ i `�. ! �\ `,\ I, s 1}� \ Q 11. LOCATIONS FOR THESE UTILITIES WILL BE DESIGNED / /1 \ BY THEIP. RESPECTIVE PURVEYORS. IN GENERAL, J oo REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS, N 1= TRANSFORMERS, JUNCTION BOXES, ETC., WILL BE Z LK OR • 1 1 �'! H v 77 LANDSCAPE AREAS UNDER SIDEWALK i. . -.� ,. - (�, ,, ,�.,,, " „e. :_.� ., .- t.� a �^ ,.= ry ,. � .-., >.... 1 .:_- ;.- .•• -_ .:.. , is .,1. ..I � IOCA PAVEMENT DCORRIDORS WHICH WILL NOT eNv -�: --�- -� 7. ^: ..., ,..- ... . :'. ( ,_ v+. -✓#` ¢s -c5. � - - -� w _ -I — �,. sct � -_ •c3' -' .7�. -_ � - ' V. OR STORM GRAIN UTILITIES. /� p ro 9 .-a. j�.�I -.�-, r . .,_�, _ � y � ; - -. ^• / =s. �c .%e` I` .z' � 1 c -= ,�� TF. s =19 - :3 4.. ._ .'I s-� .'�� 1 � � m w � O U1 1L O H { .� - . t � 4 - -,� ,.. .: .V �. � _ n- W , -, .r�-_. : , " :'^ - l f -.•- .<. s.,' ,!-•. `i! '_- - - : . - .._. a .,., .. . ALL WORK K R EPNETROFNOR MSETD A NA DARD PLANS �° J`•�'. ` y . � t f A Nu 'o� �Oi , U ND MATERIALS ) a D I N W - DATED D, Z, 97 r 'H T .III y ��� i -- - - - - - -- _— - -- 7/ —_ -- ^ -- ✓ -- / 9•':m''� SIER Q .�N a3 W z �_w _j�- 2- 5 . 7 L _ _ I I - I I - I I 6b I I EXp.. s,; _ 0 0 li I I i I I: I I - ��OQO� INV.= 130.00 INV. - 132.501 I I INV. -137 00 NV. -hk4 BfJ INV. -i 2 B0 INV.- INV -16 ` /R', p O N W = , t'3OL I *?OjI I j Ivz.�� I I l5/',46 I I IS •36 I I `, `J IL 3� new I I I I I I IuI I I A5op 5 I I I 11I 111 i III 1 I PROJECT NO.: 98-48 1 ` 2 i i = 3 I W I 4 I �✓ 5 I' I 6° I I 7 LEGEND li I 1; 59.6 ' I I PAD =167:1 I i PAD 173 7,, II Ot. 1 W 1L.Ir° 8 SSMH #1 RIM= -14¢3.-33- 143.37 INV. 8 °(E)= 13343(rN) t)3,30 INV. 8 "(W)- 13336MUT) 133-21 DRAWN BY: DJW' ISSUE DATE: 04 -02-01 SHEET REV.: 05 -20-02 SANrrARY SEWER (WEST HALF OF SITE) n a w I