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HomeMy WebLinkAboutS-050908a Ci rn n rn I N 1 0 3 0 0 0 C) n co 360 / � � /— jam- ��- ,•BS9� � '� ,�� -- _ ,/ ;,� / I I i 380 12 FlR / / l8• FlR 12 "FlR24'Fl \� // i6• M RONfy / J/ 24" RR/ �/ / ` ` — BAC FILL REQUAED, 16• HEMLOCK. NO / /{{�F__ 5 30• FIR / / / / / 14• FlR / �_ / / �2 / _ _ 24 � � / / --- 1- ------------------ °------ - - - 24• FlR / � —\ -- __-- -'.� -- —. - -�— —�J —_ / / 15' ERMANEN 26• FlR / 40' 8 "S (DIP CL 50) I STUB CAPPED SEE MH 3 l N 185918 74 E 1,669,,185.67 — — — — — — — — — — — — — — - I CBCCA.ICN TI � �� Ld Z 18 MAPLE 390 RR A�FlR / ^i 18• FIR /� V 22• RR �24• RR / ---- - - -._— I i_. \-A,* - 14,,FR 12 FIR T I *12- RR 16 Fl" RV j/ 20' TEMP. CONSTRUCTI EASEMENT r ` / SEE NOTE 4 16• 22• FlR _� / / / - _ -------------------- {----- - - - - -f - 4 24• FlR__---- . ° - - - -` — .------- .---- - - - - -- -- - - - - -- � — -- HEAL _ 1a FIR / ----°----------- N1 /`— 12" FIR 18• FIR ' -- — Jam_— `�'IA,�j / ' //�2 R>•( 14• FlR /— �, `24' FIR /�-�_. // 24" FIR � � vlfN` - I/ `1 16• FIR / `Ir RR _1 20• RR / - - -_ —_� (f- L //Y 16" FlR I u 1 ii I � I 00 1z o CO w N o ' LLI � z \ E 1.669.200 - 5'' I NOTES: L CONTOUR INTERVAL FOR THIS SHEET IS 2 FEET. 2. CLEAR AND GRUB PERMANENT EASEMENT. 3. TREES OVER 12" DIAMETER ARE SHOWN ON PLANS. TREES UNDER 12" DIAMETER ARE NOT SHOWN FOR CLARITY REASONS. 4. TREES LOCATED IN THE TEMPORARY CONSTRUCTION EASEMENT SHALL NOT BE REMOVED WITHOUT THE APPROVAL OF THE PROJECT ENGINEER. 5. BACKFILL IS REQUIRED BETWEEN MrHOLE 2 AND 3, SEE DETAIL B /6. -j- .......................... .............:................. ............... 420:' ..:.:.:.:.:.:.:.:..:...........:.:.:......:.:.:.:.......:.:.:.....:.:.:.:.:..:........................:.:.:.:.:.:..:.:.:.:..:.:.:.:..:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:..:.:...............:...................:.................:..:...............:..:...............:..:...............:..:...............:.:.:............:..:..:...............:..:...............:........................................................:..:.:.:.:.........:.................................:::.:......................... ............ ......... .............. ............... ............... :.........:....�....:...... .... ......... .. .... ............... ............. ........... ............... ...... ........... ....... ......... ............... :........ .............. ............... ............... ........:.:.:..........:....:.. ?....,....:........ ............... ............... ..:.:... 4 ::........ 20 .. .....:....... .:.........: ..... :.. .. ...: :.. :.. ..: ......:.. ......:.........:.........:.........:. ........:.........:.........:.. ..... _.. .... .... :. .......: ........:. ........:.........:.........:.. 410 ......... ..........:.................... ............................. .............................. :. :. :. ... :. :. :. :. :. :.:I::.....:........ .... :� :,....i............... :. .....: ........:.. ... ..:....... .:... .. :..... ...:. < .....: ....... ......: RIM EL 400:3 .. : . .W : .. .. . .. .. .. .. ..-:: .. . .. . . . . ..:.. .. .. .. .. .. ..::.. . ... . .. :..................................................................................................................................... .. .. .. : -. .. .. . - - . . . 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V 379 97 f :. :: v. -. .........: ..... 370 ........ ...........:................... ............:.........:....... .:.........: ....... :. .:. I :...................:................. .:. :. :. .....................:......... ..... ....... ...... ..... .. .._ ...... ........... ..............:. 3 :. .. .. .:.........:........ :.. .... .: :. :.. :. :.. . I .. .. ::.. ... a .. ...... .. :. . .: 380 .......... ............................... :... :. :. ....... :...................:...................:......................................:...................:...................:...................:...... I ...... ... :. : . . .... ...... ...... .. ... .. :. .:. .............:................. ................... 0 ............:..:............... .............. .. 360 . ..... .... .. ... .. :.. .... .: ... ... ....: :.. . . . . . . . . . .. .. .. .. . .. .. .. ...... .. LJ Y U . .... . . . . ... . . . . . .. .. .. .. . . :. . - . . . .:: . . . ::.. . . . ..: z . . . ............................................................................................................ 2 +00 . ..................................................................................................................................... 3 +00 ............:...................:.......................................:...................:...................:...................:...................:.. .......... . .........� ... ............. ................. ..... ...... ...........................:..................... 4 +00 5 +00 6 +00 .. ............. ............. .......................... .......i. WITH PLAN REVIEW DATE WASTEWATER UTILITY DATE SCALE: HORIZ. 1 " =20' VERT. 1 " =10' AS -BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER Brown and Caldwell Consultants Seattle, Washington sa r PLAN & PROFILE I RBG W REVISION CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE HUNEY CREEK PROFILE DESIGNED: L. MILLER DATE: .JAN 1992 FILE NAME: 6137CO08 DRAWN: CADD TEAM DATE I APPROVED: SCALE: AS NOTED SHEET: 8 OF: 19