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HomeMy WebLinkAboutSWP2702803.1rn M O 00 o N a N Q. U W W O v I 0 W Z N --� Z 0 f) i a0 a� v o� O c of 3Q �w a L I� w a_ � rno C CC E N (f 4EGEN D r I ! ... _.Existing' 1 3 l / r f`, - r> • f r l �' rJ r` 1 r f 1 Existin CpntQur callout converted to feet f 1 r` J / ' f ;CITY. OF RENTON CONTRO ING BENCHMAI f f a ( ) ,. l I r ie Jf SE SURFACE WATER ' % DEB Watibr Meter ;' f f r ,,'` CALL 48 HQURS'r F` E SUR EY BOOK (DATED �96j. 1 .f , - - Sa `itar` Side Sewer Location- a roxim to If 'f NOTE - CONTOUR INTERV L 0.5 METERS ;(t. :feet). 1 ,r r' 1 _f y PP f i ,r f �,LEVATIONS HAVE BEEN C NVERTED TO/FE'ET' ' ,� f f r y Tom- Existing 5anit ry Sewer Maid j r' fI r f , BEFORE,,YOU"DIGCB#1 ELEVATIONS CONVER ED TO NAVD! 198r�1• _W- Eiist{,ng; Water Mgin 1 y Z'i,:t,Inq Storm' water- Plpe1100424�5555 . S OrTT wat r 'PI P l 20 0 2 / ;' f -- ;Existing ytgity Lire f / [ f ; f / °,•' ,'� r i t r / }' �,;� ff r, Right ;of; Way�oundry i f r r Scale in eret 7j ; f ; ' r% ' 1 --'Cei t¢rline i of R, igh' i of Way 1 �: / . r ; i ." / _. f " 'r •" 1 ; f r 1 � ..,,•"' J,: j' r i j' d- ,i f .j'f '` ..._.. ;..,.._ -.i' ./'P i f � i S ` i J .', ..+• Storm DrQln' : Manhole '' f `J ` 3• ` ra jj ( f f,,•''` -... _ ems'- ,.." _ i `�Pr ( ' y,r .."•. i , f ` Culy r '1] �tofm; Drain, Cdfch Basle , j -_ % / ! i - _.._...•, _. _..-...„ r I 1 + 4 � ` ,''f✓ ^ _ �� �' I f i 44304 � 1! i r' 1 O d a y le r � tI' ' !` ' s ,6a it r f Siewer Manho -•� ^�1 CB#4A I S „` + ; ; '4 fF �� / Telegi idle Box f "` •! ,� r ..' ,,., '�% J 1 r r ; �` �' ! i1 i /' , ! % f 1' f J $$C 1 _ j ? ,`` 4 I' t, •; .. n'' f. ,i E I tt L'' V ; Adjust Location ;for $ ,' �y, t ' rr✓ and Driveway Drai age , ,: / ' - f' , - I - � � / f♦ 1 / 1 j f i t 4 � 1.. i 'ti '}" , ':✓'Y.i,.B r', r, ,.." i i Y (1 , r 1 �c de a - T •• . _. ,:, ,s / �� 79.55 Un rgrl Caf,<etN4dttd . op of aI� r 1• yn l ' - r 0 r r ..-..,.• ._.»..._.. _..,•. ..,.. -._. ...._ '"'- ,•.' :' "' .J , .tJ � J 'rf J ,. ��} J, ` , , ,. t'.` d•f � ` 4 ..00. �L-.7,..ti- f .. Y � "r _ • ,.. -_ -- .•"' r ., ,,, ;APPx ,;' E t O t gppX • � r r) ` t 89{14'14" 1 - � � 4. - f r i { ,i y r "' ,./" _ ,," .r _•,' r ,.•� ' el ')s ,' i '�, f •,I .r t ( S , I .� t`1 r / Power; PAID ,r + CB#3A 0 a U C 3 U O � U U a a a a 0 Z 0 e7 Of 0 Z + . t % , >, ..,, _,.- ...✓ "f.•,,,. "'/ .,' if J,.% !' J J+ 1` � ,' L01'O A ram_ .7. 1 .k 1 ES ,• ....- ' " f f +J� % j r i 11 'PGWef + -� �[- S W �4 j W Oi-r' W- ,• _ _ 8 r M ,•' O `;r. J' , /' J �, •- __,_ r O Pole � ;?� � a[ �w , ='�__ W-� W---f�-- - r ' Lr) ! / J } / JJ JJ . ' ej "'` "" , ''' ' CB#6, C co --�- �--- -__. �-�-1- ,r --T' -= - ° -.r - _- ` AP 3' I N 1+ 12"SD 1. .,• .../ : - .- 89 °14' 14" ' f 2 6 1 S 2 D # - ---_ ' QB 7 W t : I 1 , .' Ir i. • .r '' #3 � CB ' t t Possible Baas Line, LocationRebuilt 'As halt Lurb Along d ' j. ; ; ; P g Ir g Form New -Asphalt Curb - ---- - G- -To of alve ut - ,g„ r �` / �, t , --c -� c ; ' Around .G6 (Typ�.) B r, 2 f / ' r' r , i i r c-a- r-- j -i"-c- .4•'�M T P{ AS ,� , ,;In4tttall on Ex •1 ! s Form New A halts Cu iI CB#6A ,, • `�� � ., - �-- -_ `mac - . - PP ArounO CB --- - a- j--`Gr'�7� �7F- ^^`-Vi,}T = Wr ..-_ DL , �- (- - , '� 8-0 D" i 1 ? j _ ? A P1x :' LaVje Tp'ees Appx r3'-4" 01t `Asph'a'It ,i f �' ; i , -1' NW Zn,d - `��) frr o r r.. "° r DRIVEWAY#9Q�1 / ',� Jl f ® APpk, i �/re' `� r r AM -y XEtec, Conduit Z NOTES: jf ° f r f __ .__ Loc. Unknown .f # 8 8 1 5 f j F j} � � �Or .i`/i f ` f � / '� J 1. All Type' 2 Cp's ;Shall' Hove Soli Locking Lid f 10. US West -Four 4. plastic duc f ; t :% fi'.' ` ! (i r✓ 7'x7' ELEC VAULT Sidesewer T l ;. l encased in 1 1 %2'> x 1 1 /2'con I r f r ft '/' '' f 6" Conc. ; 2. i 1 CB Pro�h�'Ilj '�eS pre Along p F Lines. I yP 9 P rt 7 �r j f Northern extent"not known.AI CB Grat s° 1 3. e q6 Set 0.1 oe� Below - r, r•/, /Adjacent Grdu d;+Le+l. t i rr� 1 i 9. Waterline Location Approximate i �` f , i 41 j , � (based on 1Wr��03 water plan o �ei'lay) 4• Field Adjuq:t `e °1 1CB's To to 'ate -t Low' Points, ?� Jet Vists ts. In Flow Lines, Anti To Clear' Exi ting Ot,ilities. I 1 , l � { ,'' < r ' 'r'` 1� 0I 5. ASPHALT R£SORATIPN: Use, Typi a`` Trench Patch � (City Detail H032A) For All ;'Ar I J / it ;r r / r' f'' r` r to O ea f `'t ,r• j r ,.= � r'" '`f � 2-24"� Conc. �ulverts / ,/ °t ) !r t" j , -,' 7 Ij /' %r t l )+ ? i' �" '' r✓ •,: !- J f' /' 1'f'1'' i f Abandoned f 6. Maint,ain Minimum,112 Inch,; VeH 6I,/SeI6aration Between; { '` . / ' ! ' F ', '/'j �>✓ ` `"j I -'12 Ipch Water.` Ma'n And Storm ater Pipe Where Possible. Jar . ;` f + r ( ; CB 1 Coptrac,tor shall identify ny s` qr ton less than 12" i / 1 i f 1 f f' .# '° .' 'f `" "� �' .% ?1 r' f f I # 4 ! Q ! ! ' ' 1 t Rim 64.96 for review by City 1 2"E IE: 62.66 1 ; , ! �• 1 E f, /' " '' -.r'' r _' lfrr . / r _ �', l ._...._,....._3 t 2' I 12"N IE: 62.66 7. Minimum' 6 inch horizont9l pep rp�fidn between CB's f { r' J " ,/ / f r" f' l r 8"W IE: 63.66 r / ! f f and/Ga! L{n.e. / 1 4 p 1 See Note 1 8., Co�tra" to shall restore all flan ctioing, surfacing, t � J` r ` r r ,' '..' •..` -.._ + Concrete Casing and structures disturbed by construction. t t i f ? t i tc,� 11 i l i � ,.1. J I30' 1 t t Inlet, 65.62' I +i r 1- w , i Nut P? Q O f I 1' I O I � f )17 I J X 18•,0 N7O( c. iPoition Not Found) nitti 0+00 .fit.. I' VJ I cri l "I r �iG# 12"®SD + I f f -10 i U 4Jk I , S i w i r I} 70' 1t'W j i, O f l > t ; PLAN VIEW - 1 "=20' .................................................................................._................................;..................... ............................................. _................................ I................................................................._.................................... , ....... . ........ ...................................... :CB 4A Inlet # :CB#3A. Inlet CB#3• : ......... ......... . ......... ......... ......... ......... ........ Std.-Grate. Vaned Grate vaned' Orate . . . . .. . . . . .. . .. .. . . . . .. . .. . . . . .. . . . . . . . .. . . . . . . .. . .. . . . . . . . . . .. . . . . .. . .. ... . . . . .. . . . . . . . .. . . . . . . . . .. .. . . . . . .. .:Rim ' ' EL' 84.2 Rim' EL 84.4 .. #cirri EL '71.5' ... ..........:.................... :.................... :.................... ........ ............ .... M................,... ............... .�. ...................................................;...................................... .:.............. .... .......... ................. ................. . ..:..:......................................'....................�.................-.:....................................:............. ... i i . . .. . . .. .. . . . . . . . . . ... . . .. :12 • S • IE •81.7. l2� -W lE• 81.0 . . . . .. . . . . . . .. . „ g :. .... ................. ....... C� .. 6. • IE • 69:6 . . .. . . . . . . . . .. . .. . . . . .. . . . : ! : : 12" -E IE - 80:8 . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ t2. .14IE•81.00. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................................................................................................................................. .......................... .........�.... ... ........... ............................ ............... .. ...... .... I.. ................. ....... ...... ................. ............. ....... ............................ ............................ 85.:. ........................ .............................................. .............. ............................ ........................ .... ........ ......... ......... ......... .... ........ ......... ......... ......... 7...... 8.5... ............. ......... �'......... .. ........ ......... i ''/1/ M V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . 7' I' ..... ..... 8 tOrm ................. ................. .......... 1...1F.....P .�. . . ........ ......... ......... ....... ........ ..... .. ... ... ... ...... .%... ..... ...... O. 2.Opa I. . . . . . . . . .. . . . . . ... . . . . ... . . . . .. ... B.,.D W. 6 Minim,m . ... ........ ......... ......... ........ .... ... . .. . . . . .. . . . . . . . ..... .. . . . . . . p Separation from $ W CAE h. . . " Depth ......... ........ ......... ......... ......... ......... ......... ........ . .. . . . . . . . . . . . . : P 4c$ ." . Ensolite. Pqd: Ovet .S. W . . Est- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:................................................................:................................'.............................................................. ......... ....... ............ ........ .. "• .... ... ............ ........................... r tr ...:...............................'............................. ' {;...........1.....................:...............................•_.....................;................-...............;............................. .....................-... ...........F­ .....................Y r� �.p. „..;.. ...;..#;..1,.Qi...(....?f7..........................................:.............................. ............................................;................................;................................; . . . . . . . . . . . . . . . . . . 8 U{ W ; \ Profile Along Center. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ .... .... De'th' csf'As ait Street .. . . . . . . Rim. ,EL nn. . . . . . . ... . . . . ..... . . . GB#� .Type.14 :CB#2 :Type. 2 .4$ . 67 2 V.. P h '�:`.��. P . :Vaned Grate . . . .Solid Locking Lid . . . .. . . . . . . . . . . .... . .. . .. . .. . .. .. . .. . . . . . 12 N IE: 64.6 .est: ........ ......... ......... ....... Est..... .... ... ......... ......... ......... ......... ........ 12 SIE64.5est,. I ...... ................. ................. ................. .............. ......... ..... ... .. .... ........ \ Rim EL 70:9' Rim EL fi7.2' ....................... ................... ................... ................... ................... ................... . . . . . . . . . . . . . . . . . i.2. .1N lE. G7.:5 12N.IE 6.4.6. esf.. 1' .12 VO'1E'63:7' 15LF12•Storm .. .... .. ... .... ...... .. .... ...... ..... .... .... „ ...... ......... ........ .. .. .. .: ... . . . . . . . .....9. .. . 1'2' E' IE 67:3 12' S IE 64:5' est.' : . . . . „ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. 1.2" :N: IE: . 12. W. IE63.7: . . . ............ ............................ ............................ ............................ ..................................................................................... ........... ........... ........................... ...................... .. .................. ............. \ .................. ...... ................. ............................... ........................... "�" - ....................... ............................ ............................ ........... ........... ............................ ............................ ............. 7.. _ 5.. ........ ......... ......... ......... CBS..... ......... ...... . Top •of -Valve Nut : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Rim. :EL .64.9i3: . :...................;....................:......................................:......................................:...................'......... ...................... ........ - .... ....... ......... ......... ......... ......... .... .... ......... :::::::: ::::::::: ::: :::: .................... �. .:... .....:. fig„ ....... 6...: : 12" - E- tE- 62 6i6' L :Taylor:{►ve.NVN................................. j.... ................. ........ .................. . . . . .. . . . . . . . . . . . . . . . .. . .. . . . . . . t2".k . : . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1" C�IY. CL :NW, 2nd Street :.........:.........:.........:.........:.........:....... :.........:..... .. ......... ......... ........ ......... .... ... •I• •!E 6562 • 8 • VJ•IE •63fi�• ... .... ..... ......... .. 70 :' .... ..... ......... ... ....... .. ......... .... .... ..... ... ......... ......... ......... .... ........ ...... Connect • Exi:slting J 2"• SD . .... ... , -To-CB- CB. #2 l . . ........ ....... ::::::::::.. : :: ......... ......... ......... ......... ......... ......... ................. ................. ................. ................. ........... ................ ................ ....... ....... ................. ................. ................ .. .. ......... .. ....... ................ ... ... ... ..... ... ... ....... ...�-..... ... ... ...... ........... .. ..-- .... .... ........ :I: .. .{ .... ......... ........ ........ . ........ ...... ......... ......... ......... ......... .... .... ......... ......... ......... ........ ...... ....... ......... ........ . ... ...... . ... ......... ........ .......................................... 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De tt� ... ........ ......... ......... ......... ......... ...... ........ p Depth .. . . . .. . . 1.06 • LF -1.2" Storm ' 0 -12.55 .�. .. 33 LF 12" Storm : .. U nK ... U ' k. .................0.1Q:91..� ....... ....... ................. ................................... :.............................:..I......;......,............:..:....:.......................... ................. 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