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HomeMy WebLinkAbout1600.11� 9 0� \moo ce0 � G 0 ret h � � Q a. o r4 e% � o>t \a G. � • o 0 OA h \ \ , L \e \e Q, oc0 p o\e \� �Qe ° Q o e Q\ae \ • C,�{ �0 .0 owe ore �� J Y �1 O 0J CN .L 5 \� o G \ ,o\"C`. \0�0\� o\��� Gel• o Q pe�� o\`� 2\ �C }CD `L ° ro `l,�,t o��` 4,+ fF. �tJ \ \' \tJ o� x�� \ 0� �O �\ �p p I Xp C,0 e0- x O X �, x �� X\ Rcl e Gj L e x X x 'I h `o Gocc ' 'ham Q\J /, D �'oQ°o °QGo"� P. T. 0+42 w fF-50 cn P.C. r 3 A. D. GUSTAFS0N A.O. GUSTAFSON RENTON BIBLE CHURCH RENTON BIBLE CHURCH 0.E.BRYAN 4O+IB30 N //qP.T. +9430 B. F. FUG/TTwA W i / R M.STREDICKE I I co _ �- T T T - - 7 T -- -T T --- --- -T - T T - T - T T t==---' 36 ,`-I �-� W - ---- 36° - W 36•i i W —t-I- 36--- ---- W - - - - ---- $ 12�- I-�----------ST--------------12---- - ST--------I--12'�---- -� ST I EDGE OF EXISTING ASPHALT -- - - 1 - - - - - - - - -- - - - - -- - -- - --- -- - - - - - �- - 1' i - q - 6 - - - - - - - - - G - W - - - - - q - - S ' - G ----- --� -_- G - - - - - - — - - - I q - S . -- I i i —W 8 I W � � ST ---- -t--- 12 -- - --- S T ---- - -- -- _-1.--t- 12 - - S T —� I 12 ST 12 A s i zi (KING COUNTY Y i ONSTOT 1 J G. R. PING S. D. NELSON, , JR. WHEATL EY I F JOHN G. A. JOHNSON - /NG P. C. COUNTY Nq co 38+97 sq o 1-0 C.0 �f 0Q\Q �U 5 e. oNo O Q�F\e \T 128 e� �`�e ��Qe\a`,� I� �o� L ~ J e\a P.T. t 0 00�`N\1 '� �° PIS �pJ o\�� .\cQ �� h Q°\e { ��Q \ Q 00 Qo`e 0+42 a +- �� +�' e God ►9 e° e3' `�• 0� eQ. �(P — C) \ 00 0 Al <06 \ \c 1 Y \� \ h �� I G° L° .� Q ell ' pt0 GJ Q` �/ W -- \C`� 5 Q e ►� TI �'p�\`L �t i p� Q� Pc • ecc ecc\ 4c\, '�°' +`I �L' (n �' l'' c�'� �' 2 I b 1 Z \ \ F, ?r �L 11 p IR X {� (, �,��� �,��� o� �( G0 e0\ p� - 3 0 -�- pa �\Q� 3G ph x L �� o� pow o0e XoQ L°cam ,hcoX .ip BENCH MARK DATA 30 30 DATUM lkilt ELEV. = 419.62' CHIS. SQ. SE COR. PLAN - 60'-- J�. 12 WIDE CONC. PORCH - RENTON SCALE: I"= 40' BIBLE CHURCH. U.S.C.& G.S O - O- O- O _ (D O- O- O_ �* _ STATION O- 1- o co = O 0 00 o N 01I � �'n o 0) �, O co �� O- �I + O M + ©D + O N + ►>7 - CL M h D + O + IO + uD �n D ro n r11 rn � + � M LO + r ; r-ELEVATION r- ro U) L ti w Ui (31 U-)1 +1 N M N M 420' MK. W I m. 400' PROPOSED CL PROFILE GRADE = 0.47 % 200' V.C. cv oD rn EXISTING CE PROFILE N d � w HM L0 N rn d 36 ° -r W ID - 36 ° - W -- -- 36' - - - -_-12" S ST------------12�---------ST-- - W-4" -- 8 ---------G---------------q••- ------------- G W G.W. KEMPER R S. R. L THRASHER STANDAL P. T. 39+7364 P.C. 0+42 FOR INTERSECTIONS t SAN. SEWER DETAILS SEE SHT. 12 BENCH MARK DATA ELEV. = 417.19' CHIS. SQ. SW COR. 10' CONC. DRWY. HSE. 4100 N.E. loth ST. O -� O ro R. J. WHI T TON P. C. r 43+1096 DRIVEWAYS - THIS SHEET Sta. Lt. Width Sta. Rt. Width 33+771 15 33+38:` 15' 36+73' 15 34+70' 15 37+60_ 15 35+21 + 15 39+19-- 15 36+13 ' 15' 37+95= 15' - 38+81 15' 40+87' 15' 42+171 20' 42+48+ 2(: W w U) B. F. FUG/TT LW a w - - U) T — -- -- w -- 22' 30' i —� 60' 2 2 30' � Z � J y \ P•T. a 43+8696 N li 0 0+42 Qove w \eQ 6 Na Pe . Z BENCH MARK DATA —30' -�30' ,III ELEV. = 420.65' CHIS. SQ. BK. C.W. AT I� � —60� 2nd EXP. JOINT E. OF P.C. OF BK. C.W. N SIDE N.E. Ilth ST. E OF UNION AVE. N.E. FRONT HSE. 4100 N.E. Ilth ST. O — r.- a' O CO m + O 4I "' ro 'I 0 + N 0 C\1 - M N Ct N N co N N OD r` It • + N \r th M CQ a ►� w r o e I J �ll W L1 C� (4J GRADE = 1.37 �E!ev.=417.02' INSTALL § - 6' DUCTILE C,I. PIPE S = 2.67 Inv. = 415.49'-­' � 12" ST Line i lnv.= 41 2.70' 36'' Mercer Islend Pipeline-/ i Inv.= 410.82' SANITARY SEWER PROFILE STA. 39+3064- NO SCALE) Oil' t� fWA�yf ... PROFILE `��Ilk SCALE • HOR17. I = 40 \ VERT. I"= 10' ti A F9399 GJSTEV� FSIONAL REVISED GRADES STA. 37+25 -STA 43450 LRAINS ADDED STA.33+62 y 34+96 R.E.J. 84tA 6-2-71 BY AI P*R. I DA'YE P. C. 0+42 FOR INTERSECTION DETAILS SEE SHT. 13 A . PGRADE 1-82% 4 30' 420' 4 0 0' Ex. M-i in N.E. loth St. Inv. = 412. 15' 410 /-AS BUILT 10-1-71 ES. CITY OF RENT .4 ENGINEERING DEPARTMENT STREET IMPROVEMENTS UNION AVE. N.E. N.E. 4th ST. to SUNSET BLVD. I.E. R. E. JEN'SEN !�-lS-7/ S"�- 9 I.�. DRAW R. E. J. ., .... AS NOTED CHECKED APPROVED__ v /Y '% �� ' -HEEi. 5 A S:T. MICROi 6.f 1 Ilk r