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HomeMy WebLinkAboutS-2963050 cq v m REVISIONS :REVISED PER CITY OF RENTON COMMENTS :REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER CLEINT'S :REVISED LOT GRADING PER CLEINTS AND REDLINES. 06 -04 -01 DJW AND REDLINES. 02 -22 -02 DJW REQUEST. 04 -24 -02 DJW REQUEST. 05 -20 -02 DJW S.E. 1/4, S.E. 1/47 SEC. 31, T. 23 N., R. 5 E., W.M. SCALE: 1" =20' EG A• DI 20 10 0 20 GRAPHIC SCALE �6YL NA L ENG OC VERTICAL DATUM: n E IRE&- MAY 6, 2003 NAVD 88 (CITY OF RENTON) Q CONTOUR INTERVAL = 2' N Lo co J BENCHMARK: co IL r W 0) r O r CE F' KING COUNTY SURVEY CONTROL POINT #F -10- Q � 000 00 O W (A - FOUND BRASS DISC FLUSH WITH SIDEWALK 1.0' t 1) f f w U WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST z Z U) LP I- O W LL 8" IN -LINE C.O. (A O RIM= 3i -2.-& QUADRANT OF STREET INTERSECTION OF TALBOT J Q W N N (� Z < ROAD AND SOUTHWEST 43RD STREET. I- Z .. L(j } W INV. 8 "(S) "64 "6 ELEVATION: 121.26 FEET. O:. Z 0 L0 X m 0 U fr J _ 20y.10 W W= QNWQ Q � Q IL LL - z � - °� R �; NOTES: � � > W Q 25.0' WIDE 1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE �� W W �� _ BUFFEP. - FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES. I V i ti 2-ALL PRIVATE STORM PIPE SHALL BE ADS -N12 (OR v ! y EQUAL) UNLESS OTHERWISE NOTED ON THE PLANS. Q�. n 3-ALL STORM INLETS SHALL BE PROTECTED DURING ' _ _ _ _ c\_y E�" ��° e CONSTRUCTION PER THE TEMPORARY EROSION - t_ _ _ I- _ _ _ - .�. _ _ _ I ! - - i - ..CONTROL PLAN. �. • P'I • r" I bU 'I \_ so C:`.�__ > o \ • ' �� 4: EXISTING UNDERGROUND UTILITIES IN TALBOT ROAD X18 _2\ u \ �' HAVE BEEN, SHOWN FROM THE MOST CURRENT � r SHALL BE THE 114'1 � -^7 / ./ l:- _`\ � \. - INFORMATION AVAILABLE: IT SH L m ` I I! I ..,. �� I : _ r \ . , . \;:� CONTRACTORS RESPONSIBILITY TO LOCATE ALL ! Py o I I I II a i 2 \ x,� 1. i. \'� 'EXISTING UTILITIES, SHOWN OR NOT, PRIOR 'TO LL Z I r- � BEGINNING CONSTRUCTION. S; I I' �. O 0 R! `E \ 0 a !I I / 1:- I I' I I. 3 I CONTROL. �= I i SEE 'SHEET C2 FOR HORIZONTAL CO ! - =INV. 208.00',+ . 30 r r Z _ APPROACHES �w I '! I: I � i . �/ - `� ° -s_ . - I r. t, � i �. I 6. MAINTAIN 5' CLEARANCE FROM DRIVEWAY P - ((� I III y /.': \ - f { - I rs� : `c' PAD -215.5 TO ANY STREET LIGHT. I ''I % �e `4 :�� 17 ,20 I �1� I � - � � � �\ I'I i I I : �. m r ,�, 7: SEE SHEET C74 FOR STANDARD NOTES. a -E I! PAD`= 178.3: Lpl P.AD =185.0 I I PAD =191.8 PAD =197.6 /; ! - a I I / , m ! - -'�i �.. \ , \`.: c: B. SEE SHEET C6 FOR ROAD AND STORM DRAINAGE m.E I - F ,% / '$ � a �f '\\ { i_ II I i � I i PROFILES: \\ r =.' I _ x. 1- .I ,` I I ' ) '� -s � � ��€ P - 1 � Z INV. 9 B : I I ,'I V. -177. -.:.. I I - _ :� - - _ . .. � ��',:.'. '' '� .'�`, 1� I :. S-<° 9. SEE SHEET C13 FOR OFF SITE IMPROVEMENTS. N 50 , .. PNV.. 184.00 I I INV. 190.00 f¢,.. -1 - - O _'' �..'� '•. t ! " 10.. ALL NEW ELECTRICAL, PHONE &CABLE SERVICES & a 0.. ';. � \. � : :;: .� ; _: � / i ' : : -x � a!".. ': �' -tea.. ..,'��.' : - -. .. , 'x ':, � I t j r'-S LINES TO THE PLAT MUST BE UNDERGROUND. a 1te I CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST r Q', I \ I It I I BE INSPECTED &APPROVED BY A CITY OF RENTON \'. -�.� • ` '":" I - - INSPECTOR PRIOR TO RECORDING OF e„r- �.1,v,� -; '.. ! PUBLIC WORKS k \" u `� THE FINAL PLAT. H - k - 1. R THESE UTILITIES WILL BE DESIGNED 11. LOCATIONS F0. E E y - ;4 =213.5 0 PAD TIP, __ �> -....: , - .�"' - -_- ,�._ - .,,:. , > � .'. � ,, � '� ' -' : � 'i RV YORS. IN GENERAL _, -_,._ , , :._ -„ ,._ , ...., .,.r -.°i - _, -.r,. .� - .- .r. -;., -• .�- 7.. .M_ y� r....,, l BY7HEIR RESPECTIVE PU E 3 ... , _. . _,.._ - u- _.�. _s. - „. _ _ .. _.g. _- - r :a - - n _ _ r INV.:2D5:OD Yi UNDERGROUND CONDUIT AND. PIPE METERS cq ,.,, ��-. _. �..... -.,. �. __. -.. �. T-: REQUIRED U DE , ON: BOXES ETC. � BE /A� ? .- _�.... ��� -.y� TRANSFORMERS. JUNCTION I.L I o �, s m _ t . r_ � rx.. ,,, y . .. ., _, r . �_ - _ , ._ .,._ �. �, •fir 1a �- '� .. LOCATED IN LANDSCAPE AREAS. UNDER SIDEWALK OR (V .- - �-.. � -._ , �... ... - ,- _ - - �- - >,- - �>. _ -... 3 - -:,,_ .. _ . _ .4 �� � ..:: � .• - / ,, ; ., IN 'PAVEMENT CORRIDORS WHICH WILL NOT N - -z; =t -- "I -- CONFLICT WITH 'PROPOSED WATER SANITARY SEWER e c r '...,�..:. . ,: -.. (�- .�.;, ,... -. ,. .. __ .,.._._: ., ,. ... _. :. -. ce _ �. sue_ -�.. � CONFLI .. ..- ��.��'__ :1 ' 1 i I; v �l rr _ ti �- � .,,. STOR, "." ,,,.A.*N JTILI TIES. �.- ,�,... , ate. �z ,: k, .. r>.,� ,.,...- _x�« -;.... ,_,,...-', n. _.. _ € ..•>_... 5 .-.�=.a ,S ;-:,, � =�::t: '�'- €.,.',.,. _ >Y»�� -u - _�- :�i t���, - �- - s,- h I x 0 mm 0 _,..- .,.: n -_.emu .: -. .,.. ,.. r ..,:�..,r ! r� µ U,. _ .,. �. ,_. - .....a,,i. ._. �..� _ ..._ .. _- , ., s ,. � -.�s : °'� 1, � � > H ... ..a .. -„ _ _ _ / i ono 71_ r LL W r 1 ` i � f f.- •.1ao I w ry j I a •lf.l�' ' 1° -i 'r ..o. LL<v{r. a.� - ,1 - a.:t f. I / f i i N w LLoa . W i •� i I r it I � -1 : ALL WORK PERFORMED AND MATERIALS _... ``v; :,• /v a � N o r; \ / 6 �,; /,, 'i �. 1`' USED SHALL DE IN ACCORDANCE WITH s o p t w w 14 § 1 '. �. \: CITY RENTON "STANDARD PLANS" VJ { I L I 1 6 - / r J O y a% 'V 1 t i e ,. i n I: i _ - -- ' r DATED / Ooh 1 _A. r -'; :. - - - -_- - i= *, _ I ED 01/21 97. eT�ey Y:�Ce� � cy t. l lJJ _ / o , -- r INV. 2.02.00 3eIPAD `21315 i e rn n /' Z 6 -T � T, Z /' a \Q W 13/'1 ��� 6' 30 A I 'f` I Z 8'. c > Q ^ W 91 � ` Imo_, �.:� _i � I ��'. i � � \ I ' Y'l 0 Cr \ ? �. (0 }, I ': . I I _ a --_ 1!/ ", 1 �.2 � r f 1 1 I �1: .... ��.� � Q 3 0 X INV = 00 INV. =i 98 �NV.= 18838': -- -- LI ti I I:,, INV -16&88 I I INV,.= 194.50 - - ENV- :198.00 1 t ( SSPQPtrf y •` a w 16.5,2p I I (72.59 18044 187.9e or I I . o/ I I� I `. 'I::, �s_J / II w I I o 0 r,z NaO:�i O� w_ Z a o o u I I I I I i I 1': o I , w 3° new llI I 9 h \_ J 7 I I 8 I: ! I I I I a I Iy I A ° 19, -- I�I 1Q IVY 11i I f 112 i A Sim I Q = 1737 I I P.AD_180.4' I I PAD -188] 1' I PAD -195.4 I i PAD= 201.2 I I PyA�D -204.9 f I( �, �: �,' ti W ! - - PROJECr No.: 98 -48 LEGEND IN I! = 207. oD z. -� PAD -215 5 � uu } ,I - m I 1 125 Y I . V STA. 6+02,92, 37.4' RT. O , SSMH # 3 76 z RIM= 205..9 205. INV. 8 ( N S ) - i9�7 C IN ) INV. 8"(w)= 497-.6f- i 2 I I ' 63,0c 5 DRAWN BY: DJW ISSUE DATE: 04 -02-01 SHEET REV.: 05 -20-02 SANITARY BEWER (EAST HALF OF SITE) i i