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HomeMy WebLinkAbout4903-1LOMBARDY ALDER AVENUE AVENUE r ( 200' TRANSITION I 14 12 1� 12 14 w� MILLER d S dl!S z� FD o �. cn EX. R/W w _ -- __. R/__ EX. CURB — — — — — - EX. CURB 5 8 5 50' -- 7 7 1 0 I 004 N - ' 7 — — — + Q - -17_150 - 7 — — — 50' 7— 9 �''�/ — 7- 50' 50 M 04 4 6— ' 1 7 0 2 0- 2— — I 3 g 5 3 N 3 3 8 3 EX. CURB —00 - - _ EX. CURB_ _ — — — — — - -- -- —_-�� _- -- — -_ -- -- b -- - -- -- \ ern, -- - -- -- - EX R/W X CD �Tn^ _ 1 EX. R/W �u° ° [EX. R1 —1 b ` u EX. R1-1 B D I . } i WZ zo� I i I I D D 14' 12' 1' 12' 14'1 i I 360' TRANSITION BOXWOOD LOMBARDY AVENUE EVERGREEN LANE I I I AVENUE B EX. R1-1 �EX_R /W �UUl V EX. RZW _�-1 — EX. CURB N3 PROPOSED C&G 9 150 0 4- 0TA 2 N "N N 4 6 150' 7 6 _ 120 - - low k 0 N iv N N 50, 2 — r7 0 0 3 — �1— �. -- -- — -- --- --- N EX. CURB l 1 p D 219' TRANSITION z �U) FAI RFAX STREET MILLER AVENUE I I I I o I 114' 12' 1 k 12' 14' I ALDER AVENUE I A D N D x I D'�5 J w � \ n-- I EX.R/W _ - D , n' t w — -- -- -- -- -- -- — -- -- -- -- — I — EX. CURB — — ----- I 3 7 6 EX CURB ---5 — 7 5 3 50' 7 +� 50' — — 4 — — — - 0 3/-�D 7 3 50' — — — — — — — 2 — — N 5 50' N — — — — — — — — — - 150' 6 7 120' iv 00 150' 7 O > t 1 4 e - 150 —8 �I - N 6 — 4 — — 6 100 50' 2 N I o — N - — CURBX• CURB 0 ,� 7 7 3 7 — n 7 '� I 3 PROP P. — — — �-- o H 9 EX. CURB 2 3 — I �_ EX. CURB 10 v_"�— 4 �= _ _- ® — -- ---- -- -- -- x Z -- -- - -- -- -- -- - SI(� EX. -- -- -EX. R/W -- -- -- -- `l` Q w - EX. R/W I `� �- D U o g F D R1-1 0 E D ,--, al, /W -' 270' TRANSITION I I I I U I i EX. R I ry m i 270' TRANSITION -_ D J -- _ 0 Qm ---_ -- �� I I I (14'12' 1 2 I1 x � Li cn FAIRFAX MILLER AVENUE w 1 "=40' STREET SIGNING CONSTRUCTION NOTES FA REMOVE EXISTING R1-1 SIGN AND POST. © REMOVE EXISTING W3-1 SIGN AND INSTALL W3-3 ON EXISTING POST © REMOVE EXISTING R26(S)(CA) SIGNS FROM EXISTING POLE 0 INSTALL R26(S)(CA) SIGN AND POST ❑E INSTALL R3-7 AND R26(S)(CA) SIGNS AND POST 0 INSTALL W4 -1a AND R26(S)(CA) SIGNS AND POST © INSTALL W73A(CA) AND R26(S)(CA) SIGNS AND POST 0 INSTALL W3-3 SIGN AND POST _ ❑I INSTALL R28(S)(CA)(L) SIGN AND POST INSTALL R28(S)(CA)(R) SIGN AND POST *SEE SIGNAL PLANS FOR ADDITIONAL SIGNS REQUIRED PER PLANS. STRIPING CONSTRUCTION NOTES O1 APPLY THERMOPLASTIC 12" YELLOW CROSSWALK LINE O APPLY/REAPPLY THERMOPLASTIC 4" DOUBLE YELLOW CENTERLINE PER DETAIL 22 O3 APPLY/REAPPLY THERMOPLASTIC 4" SOLID WHITE LINE ® APPLY/REAPPLY THERMOPLASTIC 8" SOLID WHITE LINE PER DETAIL 38 O APPLY/REAPPLY THERMOPLASTIC 4" WHITE LANE LINE PER DETAIL 9 © APPLY/REAPPLY THERMOPLASTIC TYPE' IV ARROW MARKINGS O7 REMOVE CONFLICTING STRIPING BY SANDBLASTING ® REMOVE PAVEMENT LEGEND BY SANDBLASTING O APPLY/REAPPLY PAVEMENT LEGEND AS SHOWN 10 APPLY THERMOPLASTIC 8" WHITE DASHED STRIPE PER DETAIL 37B E0y TOL A PUM SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, CALTRANS STANDARD PLANS DATED MAY, 2006, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 2010. 2. PAVEMENT MARKINGS SHALL CONFORM TO CALTRANS STANDARD PLANS DATED MAY 2006. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC. 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL NO. 4003. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE CITY ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD DETAIL 1003. 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY SANDBLASTING 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. ALDER AVENUE 270' TRANSITION H xZ w_ EX. R/W zry ~ _ ivEX. CURB -41 0 '-a Lu CD 2 5 9 N Cv J 7 Lu N a0 (o _ > -- - O04 �m < Q — N — 0— n — — w — — — — — — EX. CURB w -- - cf) - - EX - R/W EX. R/W LEGEND U SIGNALIZED INTERSECTION 1 "=40' .�� ! 20 0 40 80 121f 177777 F=7777�77? AUTOCAD FILENAME: S:\TRAFFIC\Kathy\Plans\Alder & Miller\Alder—Miller SS.dwg