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HomeMy WebLinkAboutS-284004°o JE I -F -)r L9., I IL`FIV, K...DE, VY.M. N ! o Y = s m = 3 a o - - Lr' - - ¢ppw eN � �i a�ON - l !co -wmom � lLL ¢p 11 0 11 11 -Ho O w p N ' LO ml J / / ,n cnF-, -.ww -b o _ p f Ld r^ PROPO _ Q - _ uj V J rl '., GRADE.. U i Q Lv 44 44 Z - - - � z I WATER CROSSING REQUIRES ^ CDF IF LESS THAN 18" N U' VERTICAL SEPARATION. (10 EACH SIDE OF WATER). � I !1 42 W 07.03 LF 6 .1.779. i - _ 42 ROPOSED VC p 6"W ui EXISTING_- 12 "SD Z w J 79. 40 -.._.- __ _._- ' - + - - - - -- 74LF_6ryPV _._.._ _. -_._ _..._. -_ -. -. _ -.. 40 - C ® 1.779, U - ® SS PROFILE j Q 18LF CROSSING) ®1.77% -- - - - - - . SCALE: I"=20' HORZ: PROPOSED ( ) _ vV 38 1"=2' VERY - ___ 12 SD 38 w a WTR CROSSING � I- r� z W � N a N . � - -- -- ° - - - - -- � o I 15 WIDE SANITARY 1/ AS BUILT CERTIFICATION: E', : P SEWER EASMENT ,STA. 4 +02.71 � �' I HEREBY CERTIFY THE HORIZONTAL 'AND VERTICAL LOCATION . o I���i E'; V� SSC.O. !' a,i .'i I E= 1304188 (TO! CITY OF, RENTON),, 0. OF THE'.SEWERLINE. SHOWN HEREON AND OUTLINED THUSLY W a.'' �� �'i 'I - ''PER C.O. . STD. ,��; !STA. 2 +06.25 ° -- IS THE .RESULT OF A' :FIELD SURVEY PERFORMED BY ME's OR UNDER I - - -� _ = - �_ -__ =- - _ �= - - MY' DIRECTION. DTL. 8 18b - a' o m I _ MH #2. 48 "4 z i I SEE SHT. 9 OF 11 - -� __ CROSSINGi I I =_ ----- 18151P -_ -- - -- ------ LL ., .S z I ..- - EE =42. 1? ) \ S - )WTR CROSSING) (SEE SHT$ 10 OF 1) O a o� _ _ _ 1-96859.85 \ \E40.86 (SD) J t A/c DRIVE _ A/C oR _- " -_ I a - -- E N-197058.47 _ JOE WA�LLINGFOR 'PH, .L.S. N0. 38033 'yl8 � SE-B 1 p� - -_ __ _- - - J/i v 77_ - ---- - -_ -__ --- -- - - - -- - D 74LF�6" C ...(. 196.47 N� V 7� A - - _ _ THE ABOVE. CERTIFICATE IS BASED UPON WORK PREPARED IN oaaaw� 1. Jai6PIM )V02'4451 "W - - _ _ I ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY _CR�S�ILJCHI i m. / W PRACTICE. WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED ^'. OR IMPLIED. LLI - _ � Z �a _ EIS- a�or(E 12 "sD) (/') )o =�- N f.. 0__2.O° MIN - i - .. SSCD . x - - -x I CROSSI NG!!! I_ NG !!! J / E- cf GRAPHIC SCALE ALE I- 3�. 9 x z "SS) =40.7 T.O.P.(6 6 STA. 4+j].D-1 - -- IE(6 °WTR) =41.04 € PER C.O.R. STD i STA. 3 +04.48 (SEE 9 11) I (IN FEET ¢ PER C.O.R. STD. DT B / / SSCO i 7 inch = 20 ft. - N- --19 0.08 w a^ - 4 RL•... ._ fas3 _ oO1o! DT BW -18b / LL I E= 1304220.40 m {SEE- SIJT. 9 OF 11) i v Z TE= 44.54±_ .i !0I CIE =40.27 ZE N= 196960.34 E= 1304208.26 I . a - F. = 45.15 Q NOTE: nr� kEos) �' -,, ATO /� IT IS THE CONTRACTORS o w 11 J i _3 p( %" 6 / RESPONSIBILITY TO VERIFY - '' •' _ � "- � � � Q i LOCATION OF ALL EXISTING UTILITIES AS SHOWN ON THESE C - ® }� e ra _ x.' x x. x —x�z x� /y. PENCE DURING UTI � PLANS AND TO PROTECT THEM n - - -- :. / � I � AT THEIR EX n ) x : , L / STRUCTION. _ I F I I � o I, CON / l _ -iy 6� �7 Na At 4wdglL 4w j x(53} �. I' �.f z /�` \ 4h��u. $�. a .n, m •„�, y�, -*�- `� - i \y N= 196970.12 n li 55 D• CU(!(� O g H 1 r�/Yi z w( m rn n 2 ?� cF Wgsy �/y �i p0 o r, - - Z °: m _ - E-1304334.79- - .� �c @� O� Rq_0 `cz 1 . � �' � _ � � a _ N i N _ - - o 0 0 w > ° t '0o f _ m -N �.i.) -.- ISiE�" M — 3 e+na s sva 311 m �N - -i__ exel .t �iONAL �sHINC%1 CHECKED FOR COMPLIANCE s N g, o m� mr - - - - -- _1' 3Nn 03H mmyU j oww[s a /n/ TO CITY STANDARDS w M m A- 196730.13 ''m m y _ — 99273.00 mo IN - - - -- E9�) -max "i - r Date Wxf N E= 1304400.57 u n N Eg) - - s o A/C PAVEMENT 'N — — BUSH, ROED' & HITCHINGS, INC. N/ G Dafe F oz _ CIVIL ENGINEERS,& LAND SURVEYORS Dote p ` m 3Nn Mo i3/. 3 enoc 97.17' _ w. .. n �• - A o - - -- z�n - �� 2009 MINOR AVE. EAST (206 - ton 800 -4144 a l7z W 935 FAX p 323 -075105 8 - M N206 ®Ru AIL:FO @BRHINC.COM U: \99273 \xgrd.dwg ypwp-27- 2840 /Fr3; ��. : c_ - zgS�gvo z. SCANNED OCT 4 2000 s SCANNED FEB 15 2002 i LL I i4 FR hl 9' W