Loading...
HomeMy WebLinkAbout1600.9FOR INTERSECTION DETAILS SEE S H T. 9 Q 9,,1 P � � Q � P � o EGd �e\' °\e V, r S� �0 �e o 0 is �,�' F I. �Q, 4 �e oc Q � oc \oc l� c �' '' � l �c • �,h � � c° r t c° \�� •\tee c° �` I 30 e� e c (0 P o E J �0 0 �° �, \o `' (p i ��' I lA ems, p IZ �� Gecc��o (D �0 `2 h0 Q�Qe 0 �, �, . ,l P c� �\a �0 �' �h �Oo 4'+ O O 2 Jcv� V, to 5k O� 19 p� rg' �� \i h I �" r(,x0� �x a �j�r o�`'�` () . P G oc"�ce ° i ill �O 600( � 3 �p G G��-6TPI w w = Z ' cn is �s2 rYo� I: c.B• I LLJ w MET. FED. SAVINGS 9 LOAN N.W. WEATHERS, SR. BROKERS MTG. i G. L. CA ER [ B. J. REED L.I, BRAVO I j F.W DELAMATER R.E. PAT TER SON V. L. FRERKING : J. C. ANDERSON ✓. ✓. BIRD (n ace oG�do OCR© a cz�o c� i T T T -- -- 1 —T T T, T iT -------- ------ - ----- 1 ------ --- L-i 30 36 T--W 36 e - ---- -- -W---------------36 - w 36 yy------------ 36"--- 5 3' 22 I I-_ -__j!; EDGE OF EX. ASPHALT RENT N 601 - - -- 1 - ST S - 24' I ST - !I� - ST l s - 15" CITY LIMITS ST 15 - - A I (KING COUNTY) 3 6„ G 6„ -- -- - - - --- 5 --------- -------- ---------- -- ----------------- i I i 6 r 30 I e, w e" w a" w I w e Y ; --- — — ------------ x x x x w -'-- C. WILLIAMS EARL SMITH EARL SMITH WRIGHT N. WRIGHT z C.WILLIAMS J / 3 7A5cb 7-y�oE h _ Q F_ Fie° owe P 3 Q o � �• �.�. .�� O. 0 I � Q Q 1 p• E.t • Q • 3 `� e c • �o. �� , A\ \, tL �cl Le �Ge�\ae� �� �L �O �+• cc G D �.O \\x 13� i I G \,5x Goy L° F°ce \�O CoQ oc�e \9) STATION � ELEVATIONS 410' • • 390' 5� DATUM BENCH MARK DATA , C :a ELEV. = 400_II' CHIS. SQ. NE COR. PORCH HSE. 559 UNION AVE. NE. U.S.C.& G.S 0 O O 0o O — — O NC n' IC) (0 N ti O M Cn O OO O a) Cn O C) O ro Po ro rn ro � BENCH MARK DATA ELEV. = 406,03' CHIS. SQ. CONC. DRWY, 10' N SE COR. CARPORT HSE. 605 UNION AVE. NE. ro N N O It 0-v + ro ro O O It PLAN SCALE: I"= 40' u) (D (D O d- U EXISTING CL PROFILE j PROPOSED CL PROFILE __-----"--- GRADE = 2.21%___-- PROFILE SCALE: HORIZ. I"= 40' VERT. I' = 10, ti OD O 14' FOR INTERSECTION DETAILS SEE SHT. 10 �rei5 O O� 9 egi'' Q �Qe o�re`� 60'------ --- e--30' � oco `�� �� �'• ce e �,� P' 'i✓ ��\O• +� cps ti0 �O�re oO �� o 0 O� xltO V� �x�QG�e���' �xo �X QON zAA IZ �� o V) A W l z Q�� G ZI , CHARL IE HARRIS > J. D. ✓ENSEN ROSE DYSON F. H. A. F. H. A. T T -�T T — - - W W I--t--36° + w i ST ai 15 ---ST 15 ST ---_-----1------ ------------------------6- ------G--------- --6---------------G-------- W 6"i w 8' W , ✓R. F.H.A. C. REYNOLOS W. ✓, BONDS, SR. i \a CD x�,5 �°i BENCH MARK DATA ELEV. = 412.45' CHIS. SQ. NE COR CARPORT HSE, 659 UNION AVE. NE, O O It 200'VC i� a) O O a� w ul N O d' GRADE = 0.75% OD N N N v- w Z J w w 2 S (n U < W 5 U) DRIVEWAYS —THIS SHEET Sta. Lt. Width Sta. Rt, Width II+81 ± 15 11+32 20 14+ 16 ' 15 14+59' 15 16+00' 15 15+30'- 15 16+55 ` 15' 15+85' 15 16+86-` 15' 16+ 15 ± 15 18+ 10' 15 16+70'- 23' 18+46'- 15 17+43* 15 19+34t 15 17+661- 15 20+76' 18 20t62'_ 15 20+97* 15 N 200' VC O O N N rn U = N > > n 0) _ --------------- --- - w 420' l Me /-1 S BUILT 9-30-7/ E.S. i111r �.. was yry 'Ly CITY- OF EN-EERING DEPARTMENT f 93STREET IMPROVEMENTS 99 � � 10 _�° FGIST,:��,• ��(�,,,, ONAL UNION AVE. N.E. E1��� _ = N_ .E. 4th ST. to SUNSET BLVD. N.E. DESIGI R, EAENSEN 4 - IS -7( DRAWN _ AS NOTED CHECKED_ �J / ( APPR. DATE APPROYEZC" G6?Zc �� 2 %�yJ /3 fHEEi _ I S MICRO F{Llri U /ZaI►, mp