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TED4001442.2
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CURB I°op' I ;Nab '°"® �Q U GUTTER (BOTH SIDES) -SEE SHEET Z - Qj \ 0 u0� 0O i/ Q !U !!j �Q 1 Q Q� 4 3roS ASPHALTIC CONCRETE\�° �OQ - \ O- ti Q' /,/ CONSTRUCTION de�2� Y�,��� ,� ,�^NQ�� t! X� QZ �/yy�k/0 W ! 2 U� V !�/ 0 � CO Q' J^4%. Q" p�' �i 0 !!/ K/, 0 , 0 Q C i ® �. j U�u �•0 !U ��, U� / 3 : D N 4Y b N• �(0 �^ 2 /� �'tn ® ,� ti ti 0 U,L Q 0 �. Q <v� Qpot.'�- ,L Ol 7lJk 0 e �' ry UP U� Al' ' �' Q 0 0 J /n �3 / 0 U Q �` i 69 m• ./� � U 0 Q n 0 Sri. ,� Q' Q ')49 Q � NOTE :SEE TRAFFIC R1, ISLANDS, ETC. THIS INTERSECTION. 0 NOTE : THE RIGHT -OF- WAY OF S.W, x. p' 10 m T �0 J� LANGSTON RD. VARIES IN WIDTH FROM �' }J �'` o Q 0/.i !U 0 Q . 0 J 0 Q' , S.W. SUNSET BLVD. TO EARLiNGTON AVE. S.W. Q' °'Q- Q' �o 'ro `mo0 0-o' 47 0 Q, 'UQ" Q O �!/ !�j NUS w Q7 0 !!/ y � N \ / ti Q' of 4!/ �46/ a 0 0 !U �i m �0 U U 0 Q/ m Q�0O , �O .� 0� / Q / !u /Q .i U U' 0 �l Q�'40* 1 0 \ / `� �.',� l �� '� Q ��v m. 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I ® < 0 v'0�° \° Q (D T K �'. 47 �Q ® v. /i� V/ 0) /_ � � � �1 //p � o CO �/ �% Q � �C o ; vLti� * OL'�c�� 49 !1I 14 ��\ (? cv� ��Y�;v�_ v� W� S.W. SUNSET BLVD.— FaOWE>_L AVE.S.W. /p 1 90 — Z 70 — 0; 00 30 50 49' 2 ur � 7 Lp �- 0 N N Ul � + ip N W 010 C \� G 0 DF 6,07TOM E L EV. 4Z.00 EXIST. IZ."PIPE INV 42.91 1 +00 Z400 too "VC. 4 00 m 0 W 3 +00 at tow PLAN m 0/O lv m u VIEW 'i" 04O 0 0. I" = 40 �0�k0 0 0 N �s A / / EXIST. IZ" PIPE INV. BOTTOM ELEV. -7-4 OUTLET V. -75.00 0 O�1 w DESIGNED-B•A•P S-Z7--70 DATE ___ . ______ FILE NO._ g PETERSON -- DRAWN--.-.------ - -_-__ AS S HOWN ►4 S I s� ._.-...--- -- SCALE_ FIELD BOOK— __.-. .—..------- ---PAGE 1 3 4 e 3 TO �o�7S RT SIPB) BAP R.G.N. fo-30 _7® CHECKED_A3�%r1F___. NO. % REVISION BY APPR. II DATE APPROVED_-__ - SHEET 1 _OF-3^ A-a%T' CITY ENGINEER I DRIVEWAYS — THIS SHEET STA. LT../RT. WIDTH STA. LT./RT. WIDTH 1+87 RT. 30® G+ZB LT. 15'— Z+00 LT. 30® 7+0& LT 15= Z+73 LT. 15 ® 7+G3 RT. Ise 3+50 LT. 15® B}44 RT. 15S 3+7 12 LT. 15e 4+7Z LT. 15® 4+SZ RT. 15e S+Z7 LT. 15S S + 7 5 LT. 15' NOT E CENTER TYPE "D" CONCRETE DRIVEWAX5 ON STATIONS SHOWN ABOVE. M c �lll4`� • WAS&, ,tT 9399 4 zFFSS�oIVAI V_d�'0 4 +00 5 +00 S +00 G+ 00 7+00 B+00 ) +00 TRAVERSE PROFILE HOR I -0. I" = 40, co,V1442.0t ",CANNED OCT 2 7 7006 K - VERTICAL_ 1" = 10' U a 0 0 + 0 m m w IZ"PIPE 31.00 130.00 V. 131.00 10 +00