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HomeMy WebLinkAboutTED4001791.4C..B. -*/6, Tyoe _Y_54;6I /y/pi/ Seoerator See Detail Sht 4 1 Rim = 16.93 /. E. = 8• tb;t.95, /5;� /.E.=61931,/5"4 //Ovt A Fortion Ot The S.E. 1/4 Ot Sec. 25, Twp. ?_3 N., Rge. 5 E., W.M. And A Portion Of 1 he S.W. 1/4 Of Sec. 30, Two,. 23 N., IRge. 4 E., W.M. REVISED TO CONFORM TO FIELD RECORDS DATE 10•zJ0,010 a APPROVED as m E a a•/p// Seoerator See 9eAa/% Sh/ 4 GE _ .9oe �5 SCALE: I" = 30' NOTES: CONTOUR INTERVAL = 2 ��°°'•���xE�� ° I. Contractor to verify invert elevations ti �s',s®f� °°° DATUM: CITY OF RENTON'BONA and catch basin locations of existing p- storm drain system prior to construction. Notify Engineer of any discrepancies. �. M. � Chiseled Square On S.W. Corner ProP..QE.= /6.0 Of Conc. Base, Of Street Light Along The 2. See sheet I .for Typical Dimension Details. Ex R.E.= /6.07 East Sid ()f Lind Ave., n )' t Prop. R.E.= /0•0 /,E.= B./7� 2/5"¢ F � � North Of Ex. R.E. _ /6.62 S.W. 'yth St. /.E.= 7.37, 30", 747,21 /. E. = "s� D. = IC.78, City Of Fenton, No. 103F. i E.= 8.63,15"0 S. W. 3 (� th S T. ✓ Ad. just To Grade As Reg 5.12 T.B.M. -So. Rim Of Mon. Case At Conned To Er,st W.H. Remove Exist /5'¢ Stub Y \ Remove Exist/s� S¢O /NH. /r�s>`a// 30' Orivc�wa Section. Intersection Of Lind Ave. 81 S.W. 39th St. o( /asta// /5"96 CA110 pipe. Re/nave Exisfii79 Gurb ¢ S1ab Instal/ /811¢ Gaffer As Req' E I. = 111a.39 d. Conc. Valve Marker Posf rTyo.) 7 w.u. 12" -' W.v yy- .. 12 _..--- W - - -.. _ 12° _.. lJ L� 30' 0 vi /nsfc!I Slop Sign Ex/sf. 4s half Tifp - 12 - P 11 - I 0 - 8 e - 8 - 96� 7 - " APF r C ✓cc� Da t e C8-7, TypeJl, 54'96 /71/n = /10.89 /.E.,i8¢ Rab#79P 04L 2x9 Pos/ 30� /nsta// 5' Ex.s. ' c -/6 U; 30 /nsfal/ 5' _ • Marked "�Yafer " Co/%e. S%Q�e/Ya//l C.B. 9djusf To Grade x sfj c�ra ¢ Gamer i Co.,7C. S/cz'ewalk __•_________- Re%cfeEx.Dead End = _ ___-_________--_-__ -_ ___ _ c.IA e -n. �� - - - o. /.► e _ - S.D. Exist. S.o t9h 30 - S.D. - Ga. >ruRe 2I' - S.D. - - 21° v.. _�x`__ 7(/89,0.5'08"7 Ex;sf S.D. 33/. 92' P�✓er Cn.,r \ ` -LAX. Depressed / / o i r , /9Kp 46 . c y.00 N89 05'08"W 4.18 038.63 \ �6eS,R;5 /9xo 27' 28 .F.,/ @33° 17x0 J�/16 o Chair f7gfrn/as 9'' ' / 9. 0-, /' I ;; 27" J xO See Secfion 4-9 /G ly ' \� I /8 L B /// L.F., 48'�, �S% o° // 3 �.•- b2p Zp ��� 6 a� \� ' /2.5 _A / tB N Oeod End r� ly. \h \\Sin /6 15 I B Ligh ing I h' /9 x o Sea Sh . 4 I//coi�o or /an y �� For PGIDro 0 �- / i Q h� LV Conc. Curb e ' �' � � ` % � � (T.YP � � , g . F., /5 "� � % b.'1 � \ R-' 2� 01 • I I B m 11 � -Y. g ` �/ Yam) _ 4 - q 7 L. , -, 52 /° _ \ a r2 \fit L sc Area IA 'L / /5" � 3 // F. /8' C s ° `- l .2 •e� Pondinq Elev= 1</2 - - / Ilea I / /`{ - I to R i s.D. r^ 6t'' oo' y '✓! � 1 ./2.5' .5 /2 ................. � 0 BZ D i I �I II v. w.o\ - 0 I 68L.F. r'► 1 I /4.7 halve Marker ' A ] p� O �• n / O U Q Posf Conc ti.'i II CIS C C C C C C C c C C C Ik rryPJ co c c c ell y �; o oti II > 4.1 A�: a� o I •j I I h � J A• •::: '. l e•: •'•:•': •: •: •: .•. •.•.•051 .. . . . . l6 L.F. 5 � h - R- - - R - - 77 .:•.• ..•. . C C C C C C C C C/ 4 C C C C C C C C c h /253 \ I) \ 1 \ Propos L/ hti ^� 7 a 1 (T 2 \ T o V 9. 1 'V \ I v >�.� o - it o G�75 x 7 5 2L.F. 5 78L.F., /2 � ��-�% �::::::....:.II � 0 � � P'@��/o .F, / �� % 92L.F., /5� @ / a, _ _.. /.04 % /. 9; w - - - II a O 4 � m4. \ 5' d 2-8� .- F 0 1 i a I / i. I 6 I r I 1 I' 9 x S h. v. - m I i I� y .y / � I I•Sri 4 i I i � C C C G E C C C C C s II-•. � � h f c II A' O i I J I 30 30 II' •: II / o .;.; C C ( / R h i ::: •: \ rA _ `15' / ' ..� @ o e /2. 1 Lit y 0- 0 _ y 9 -55, G 7 �-- -� / I �6.5� /2.5' h 5,5� Pondin9• E/ev = Y4�;:� k -Pr 55 ?. i/ _ y� 3y' I,'' h� /.22 / _ As bvi%f POndi? Liinifs lTyvo j T /4.63 I� •..� �yP )sed Lighting 7 `� ll I�+ 54' + _ / Lot I < YP) ZL- O A) I \� /2.5 /2.5 \9 Proposed Liq/finq ZO I Z N I//uminafion , /ans By I ConC G'Urb (7yyo.) 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