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CITY OF . : R E N T O N .-��-�I�.....I.......—...'�.. . ....................:.......................................:.......................................:.-....................................:......................................:..............................................................................:.......................................:...............................................................................:.......................................:...................................................................................................................... .............................. ... ............................................................................................................................................................................ ...................... . .........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..-.�....,I...I......I....—.- .7- . ......... ......... ......... DEP R F PUBL WORKS ...:-.II......1......I-I . ... ............... :........:.......................................:.......................................:.......................................:....................................: : : ....:.... ........ ........ ........ ........ ........ ....... ... ... .....,.. ....I... ......... . . .. ........ ........ ........ ........ ........ ........ ........ . . I ............ I .... I ........... ........ ........ ........ ........ ........ ........ . . . ... I . . . I ............ .. .... I DESIGNED DATE FILE NO. ........ ........ ........ .....,.. ........ ........ ... DRAWN AW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . ........ ......1 ...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ....I... ........ ........ .....I.. ...I.... ........ .. .... .. SCALE CHECKED - - FIELD BOOK PAGE. ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......, .... ..... .. ...I.... .... ... ... .... ....... :. ........ ..... ........ ........ ........ ........ ...... ........ ........ ...... ..... ......., ...... ........ ....... NO. REVISION BY APPR. DATE APPROVED SHEET O F FERGUSON & SONS INC 116506 NE 1/4, SEC. 20, TWP. 23 N., R 5 E, W. M. 405 395 390 w w to wFw W A T U d 0 N O LO a ntoo 5 ' W, Ole fede s /---o 30, 2 2' _ � I N 7 7 ° 54' 30' W 13+00 350. 2 Z' STA 13+40 INSTALL 18 0 CONC. CULVERT CURVE DATA NO. PC STA 0 R L T 3 13 + 97.42 43°00 OU' 182.57' 137.02' 71. 92' 4 15+34.44 43.OdOO" 212.57' 159.53' 83.73' 5 1 16 + 93.97 1 58°01' 30" 1 130.15' 1 131. 81' 1 72.18' 10C V.C. Ld Z J I U U � d M O " N > InUj Mw w w w J 0 nWU O U4 + M Q w - J n w 60' RIGHT -Off WAY EXISTING FENCE �x41 o �. 2 j ?\Q� G G \ PRC 15 + 34.44 D�ka� —RIGHT-1_iF� WAY NOTE: ASPHALT OVERLAY ON ROADS TO BE 1-1/2', CLASS % B4— INSTALLATION TO BE COMPLETED ONCE ALL UTILITY SERVICE CONNECTIONS ARE MADE AND ROAD BASE CUTS ARE RESTORED. 30' 3 O' ET _ 14�op 2" ASPFLALTIC CONCRETE�CL. B 1.5" CRUSHED SURFACING _TOP COURSE \ �` s Wide Pedesf. ,Q,� 2.5" CRU z' D _ SHED SURFACING BASE COURSE \ P`P GRAVEL BASE - CLASS B AS REQUIRED RY ENGIf i\ de ferm/pPd ii-7 the 1 7 Fp° \ PC 13 + - --- - FINISHED GRADE EXISTINC GRAUE e N � AYoee: Planter and befij d1-/y,/11 lanes PRC 16±93.97 were irlsf4/led R/O�o/OXi/YI4e/y 7' Wes• �, ELLSemG'nt �.i'he 5' 4' 4' �4" �4' 4' � Fxtr�ded Curb 9u FLAN 1 EK � � o �/o OC' iiJS��,:%o' Y �✓�:def�� �l :... �` 80TN SIpES Z-A5PPALTIC CONCRETe , CL Ps \ 5' Wic% /�edc�st�,G� 1'/2"� CRUSHED SURFACING , TOP COURSE / z"/D,e 5/g"� 2'/2" BASE �75 2"Oee�o /%'t) CP-�t - o U RAV EL BASE - CLA5S T'� A5 39 \ LoccTtion wii/ be REQISIKED 8Y E.NGINEF-P- � Df / ��o�Co o O 19, o e SECTION /�,-q �� S�69 yo' St4 \a PLAN NTs � SCALE. I = 50' PROFILE VERT. SCALE. I" = 5' HORIZ. SCALE: I" = 50' NEW 18" 0 CULVERT INV SOUTH = 400.5 NORTH = 400.0 N > > n- O �� d 0 It N W 0 > O OV w O a M„w m -> > - > O Q W Cr Q W OO M N W U U) W w LL' 200' V. C . 12400 13400 14; 00 i .9% STA 14+83 EXISTING OLYMPIC PIPE LINE PT 18+25.78 \9k � x / QR pp 0 �00 45 19x0 . 5t° STA 20 + 55 INSTALL WO CONC. CUL RT R = 25: Cr I ti LO �r O j W J W V L1.5' ENTRANCE RD. 0 + 22 TO 20 + 79 N.T. S. ENTRANCE RyAC) STA 20 t 79.27 = LOOP ROAD STA 29 + 17 ,05 I 100' V. C . > Q. 0 0 O N I N M OD 0) M d- „ I~ > mw M J W il LEJ J Cr W U H > 0- 0 LO + 0 N H V) It m M j w J w NEW CULVERT INV. WEST = 39570 EAST = 395.20 410 405 0 Q 400 O cr IZ 0 O M J 395 ti 0) � o O W " >z w U 390 z w N r z O + O N U w Q � w z USCGS Approvpc� by Director of L. bl is Works of APPROVED BY - --,,P (� 44- CITY OF RENTON, DIRECTOR OF PUBLIC WORK: AS -BUILT per Section 7-4 Construction Manual "' E. ST �� isNy Fk \Lw�p4 �,Stiy +C for Municipal Public Works Construction 1973 ,Q By Date fr tom` 15 4-00 16400 17+ 00 18;00 19 }00 Z0400 LANDMARK ENGINEERING CORPORATION 1900 SO PUGET DR, SUITE 210 RENTON, WASH 98055 206 - 255 - 9484 BELIE 0-iA IEVELOI-wMENT CORPORA' ION RENTON WASI., , f' CEDAR RIDGE RESIDENT AL PARK GRADING PAVING ENTRANCE ROAD 1 I + 00 To 20 + 0 0 DRAWN: JI�YU' ' _JOB NO: 8C-003 DESIGNED RHB CHECKED: WE SCALE: AS NOTED DAT E A' 110 SHT 3 of 17