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HomeMy WebLinkAbout2055a-1JURUPA AVE II 45 11' 11' 77 JOIN EX. DBL. I I YELL W CENTERLINEII I 2' I I II 13211II 70' 62' 11 S IN I /V IG -IV. .'.G A_N_D STRIP -I -NG PTA 9p CONSIiAUCIION OF' 4o 99 SD-SI�'RRA AVL 0 90' REV. CURVE 13 CONES @ 50' SPACING PER TABLE 1 CAL TRANS TYPICAL LANE CLOSURE 600' 515' SEE BELOW 1 36' MIN. HR 11 EXIST. R W 25' 25' 85' 25' 40' TRAFFIC FUTURE R/W fi - - / NO CONES- 85' 150' 2 INTERVALS ERGS /` r �7 • OPENING FOR T W74 � FUTURE CURB EXIST. R/W PROPOSED 48' RCP/SD Q - - - - - - - - - - - - 9 EXIST. R/W 9 cv RT. TURN LANE 6 ---- ----=-------- EXIST EP/DIKE 6 o m s 41 _---- -PROPOSED 48' RCP/SD------------ - _�_@I 6 s 4 d � � ------------------------------------------------------------------------ � I I � L=150' 6 � � � • � 4 A � ' EXISTING LANE STRIPE �_--------------------------------- - --- o .. t ;� t ' I (� 4 6 � ° 4 � � « � � �` ----- -------- -- ----- ---------------------- ^1 t I 1 1+00 12+00 013+00 14+00 16+00 , 1; 6+00'� 7+00 31 8+00 t 9+00 t 4 3 10_00 I I L=305',EXIST. CL '; ,�- - - - - - - - _ ^ _ COUNTY OF SAN BERNARDdam IN - - - - -CROSS WALK �� I �- I �- CITY OF F NTAIVA �- � N L=200' o t t 31 STRIPING PER "? �D 4 ` ^ SIGNAL PLANS - - ---------- ------------------ --- -- ---------4 - t 4t I I 1 O 4 O 4 4 4 cfl �,-- —t t I r--�------------------ —-----------------------------------------------------___------------=--- --- � I I � © �- - ------ —--------------------- -- --------------------� t� J i F------------------------- —�—--------------------------------------------------------------------er ___ __ _____ _____ __ _ 4 -_- _ -__ 4 - _-_--_-_ _--__ -__ ___ ___-_- _---_--_-- _ z EXIST. EP_- -- -- -- zz �,� e � ,T�- �-✓ 3 p fi k TYP. cj_m I ` 250' 4 INTERVALS LO W Q 2 11 � NZQ II � ow o II I II 300 m II II 16 CONES © 20' SPACING a II II + PER TABLE 1 CAL TRANS TYPICAL LANE CLOSURE II 133' II II II SIGNALIZED RRA AV E --a- II 50' 83' II INTERSECTION JURUPA AVE 515' SEE ABOVE 500' 500' rki a O O L._ + W I-.% _j Q V) 0 W _j Z W M W W = W L) V) F— Q M V II �� II 57' 50' � II II 37.5 II II 92 II II 31.5' II II m 3.5' 110.8 -LANE-12 m I I U � TO REMAIN 4.1 ' I 2 I I o OPEN 4 13' il,I I �e W Q ,� ..�/.� LANE U_ 36' MIN. R I/ /� �� / 17.2 ' STRIPE ' 30' MiN. I I W JI ' 7 /f / LANE LANE CLOSED 5 3 4 o o PROP. TRENCH ST IPE o 12 C20(RT) 4 �!�' C20(Rr) W/ SHEILD ! 28' a II w 8 II J DURING CONST J J + II A so II II I II SIERRA AVE. LOOKING NL'Y .,..,. r�+ra �t. , a rrti .3�� /—�! Y� � CCG! Y!J f'fYU is w II ! T-"—�71Vf Y 9 i— 6'6 a I I I II LnOO II � II II S IN I /V IG -IV. .'.G A_N_D STRIP -I -NG PTA 9p CONSIiAUCIION OF' 4o 99 SD-SI�'RRA AVL 0 90' REV. CURVE 13 CONES @ 50' SPACING PER TABLE 1 CAL TRANS TYPICAL LANE CLOSURE 600' 515' SEE BELOW 1 36' MIN. HR 11 EXIST. R W 25' 25' 85' 25' 40' TRAFFIC FUTURE R/W fi - - / NO CONES- 85' 150' 2 INTERVALS ERGS /` r �7 • OPENING FOR T W74 � FUTURE CURB EXIST. R/W PROPOSED 48' RCP/SD Q - - - - - - - - - - - - 9 EXIST. R/W 9 cv RT. TURN LANE 6 ---- ----=-------- EXIST EP/DIKE 6 o m s 41 _---- -PROPOSED 48' RCP/SD------------ - _�_@I 6 s 4 d � � ------------------------------------------------------------------------ � I I � L=150' 6 � � � • � 4 A � ' EXISTING LANE STRIPE �_--------------------------------- - --- o .. t ;� t ' I (� 4 6 � ° 4 � � « � � �` ----- -------- -- ----- ---------------------- ^1 t I 1 1+00 12+00 013+00 14+00 16+00 , 1; 6+00'� 7+00 31 8+00 t 9+00 t 4 3 10_00 I I L=305',EXIST. CL '; ,�- - - - - - - - _ ^ _ COUNTY OF SAN BERNARDdam IN - - - - -CROSS WALK �� I �- I �- CITY OF F NTAIVA �- � N L=200' o t t 31 STRIPING PER "? �D 4 ` ^ SIGNAL PLANS - - ---------- ------------------ --- -- ---------4 - t 4t I I 1 O 4 O 4 4 4 cfl �,-- —t t I r--�------------------ —-----------------------------------------------------___------------=--- --- � I I � © �- - ------ —--------------------- -- --------------------� t� J i F------------------------- —�—--------------------------------------------------------------------er ___ __ _____ _____ __ _ 4 -_- _ -__ 4 - _-_--_-_ _--__ -__ ___ ___-_- _---_--_-- _ z EXIST. EP_- -- -- -- zz �,� e � ,T�- �-✓ 3 p fi k TYP. cj_m I ` 250' 4 INTERVALS LO W Q 2 11 � NZQ II � ow o II I II 300 m II II 16 CONES © 20' SPACING a II II + PER TABLE 1 CAL TRANS TYPICAL LANE CLOSURE II 133' II II II SIGNALIZED RRA AV E --a- II 50' 83' II INTERSECTION JURUPA AVE 515' SEE ABOVE 500' 500' rki a O O L._ + W I-.% _j Q V) 0 W _j Z W M W W = W L) V) F— Q M FUTURE I 70' 15' 15' , A SIGNALIZED 5' 27' I 27' 5, 5 5 Q INTERSECTION o DRIV�WAYI bRIV�V�XY C "45" LEGEND FUTURE FUTURE L:w NO. 53390 SIGNAL AHEAD LEGEND CONSTRUCTION NOTES 4a a 4D 80 azo * EXP. 6-30-99 �D n24 V "U 0�:�_R-1-TURN AHEAD LEGEND" "STOP & STREET NAME SIGN (DETAIL 'A') ON SHEET 1 DIRECTION ARROW PAVEMENT MARKING CIVIL -R -26(S) "NO STOPPING ANYTIME" SIGN, SPACING AS SHOWN @_4" DASHED WHITE STRIPE PER DETAIL 12 CALTRANS STD DWG A20 -A A OF CAS\F Q�RELOCATE EXISTING R-2 SIGN @S - 4" SOLID WHITE STRIPE Scale 1 = 4 @-R-26 "NO PARKING ANY TIME" SIGN, SPACING AS SHOWN @_8" SOLID WHITE STRIPE DETAIL 38. round Service Alert R-7 AND "K MARKER", "KEEP RIGHT" SIGN. �8 -- 4" SOLID DOUBLE YELLOW PER DETAIL 22 CALTRANS STD DWG A20 -A : r ;� �7�W-56 "- 11SIGN. PLANS PREPARED BY @=,R-18 "RIGHT LANE MUST TURN RIGHT" SIGN 30 TYPE F-1 DELINEATORS (WITHIN ROAD BED) MARKERS © 15' O.C. MOMEM F o %pG &-W-74 (36') 'fiHRU TRAFFIC MERGE LEFT" 31 4" SOLID DOUBLE DOUBLE YELLOW PER DETAIL 29 CALTRANS STD DWG A20 -B qK o� Cali. TOLL FREE &H�R-10 "ONE WAY" SIGN. 32 8" DASHED WHITE STRIPE SIMILAR TO DETAIL 37 CALTRANS STD DWG A20 -C (3' PAINT, 9' GAP). @-TYPE "N" OBJECT MARKER WITH 9-3" YELLOW REFLECTORS. &___TYPE 'A" NON -REFLECTIVE MARKERS PER DETAIL 40A CALTRANS STD. DW. A20 -C 1-800 &H�R- 17 AND "U-TURN OK" SIGN. @_CONST 6" A.C. BERM WITH YELLOW REFLECTIVE PAIN PER CALTRANS CIVIL ENGINEERING 8URYEYI7 n &__ G-7 ADVANCE ST. NAME SEC. 84-3, WITH T. R.P.M. TYPE Y-1 ® 25' 0.C. 6820 AIRPORT DRIVE, RIVERSh CONST 6" A.C. BERM WITH WHITE REFLECTIVE PAINT PER CALTRANS SEC.84-3 TEL, (909) 688-0 41 FA et -R-61-20.1" II ExcLU0riV IVO-AfiPt.1G ► 11DATE. /f 9 9$ &_12" WHITE CROSSWALK, SEE DETAIL ON SHEET NO. 1 OR DIAGONAL MEDIAN LINES 42 TYPE G-1 DELINEATORS (WI THIN ROAD BED) MARKERS @ 50' 0. C. - 1 LJ Q. J� 9 9$@ (� IORKING DAYS BEFORE YOU DIG----"sroP" LEGEND REV. DATE DESCRIPTION ENG. DATE APPR. DATE cl�A,eISSA JA. `EACH R.6. File name: E:\CAD\DRAWING\FIESTA\STRIPING\SIERRA.DWG V V m zz �e U_ 36' MIN. R 36' MIN. 30' MiN. 0 LANE p CLOSED 150' 2 INTERVALS 30 (TYP.) LANE CLOSED 5 3 ROAD WORK AHD. o o o 12 C20(RT) 4 �!�' C20(Rr) ;� C23 a 1110 O + O i— LnOO O + ------------------------------------------- ------------------------------------------------------------------------------------------ ------------ 6�— ------------------- --- -------- Q F._. r 17 0 5 18+00 19+00 20+00 21+00 23+00 24+00 25+00 26+00 27+00 00 �} W 28 42 40 5 0 — — I - - - - - - — ---I— — —— — —� — — �--- — - I- -I }-- J-- - - - - �- —I-- I - - - -}-- + —�— - n, W W - ^ 14 W A @@_joz W W > -------------------------------------------N ------�-------------------------------------- ----------------------I -------------------------------------------------------� --- ------- W o- W — --------------------------� __— _— -_-__-_-_-----_------___---__-_---_--_----___-_------_�- — - - -h ____-_- = cn M Lc) U h W LLJ _1171 V O O L Q p A 41 41 2 V) ~ 30 3 fi 30 3 Q 250' INTERVALS 2 250' INTERVALS 4 � I I d FUTURE I 70' 15' 15' , A SIGNALIZED 5' 27' I 27' 5, 5 5 Q INTERSECTION o DRIV�WAYI bRIV�V�XY C "45" LEGEND FUTURE FUTURE L:w NO. 53390 SIGNAL AHEAD LEGEND CONSTRUCTION NOTES 4a a 4D 80 azo * EXP. 6-30-99 �D n24 V "U 0�:�_R-1-TURN AHEAD LEGEND" "STOP & STREET NAME SIGN (DETAIL 'A') ON SHEET 1 DIRECTION ARROW PAVEMENT MARKING CIVIL -R -26(S) "NO STOPPING ANYTIME" SIGN, SPACING AS SHOWN @_4" DASHED WHITE STRIPE PER DETAIL 12 CALTRANS STD DWG A20 -A A OF CAS\F Q�RELOCATE EXISTING R-2 SIGN @S - 4" SOLID WHITE STRIPE Scale 1 = 4 @-R-26 "NO PARKING ANY TIME" SIGN, SPACING AS SHOWN @_8" SOLID WHITE STRIPE DETAIL 38. round Service Alert R-7 AND "K MARKER", "KEEP RIGHT" SIGN. �8 -- 4" SOLID DOUBLE YELLOW PER DETAIL 22 CALTRANS STD DWG A20 -A : r ;� �7�W-56 "- 11SIGN. PLANS PREPARED BY @=,R-18 "RIGHT LANE MUST TURN RIGHT" SIGN 30 TYPE F-1 DELINEATORS (WITHIN ROAD BED) MARKERS © 15' O.C. MOMEM F o %pG &-W-74 (36') 'fiHRU TRAFFIC MERGE LEFT" 31 4" SOLID DOUBLE DOUBLE YELLOW PER DETAIL 29 CALTRANS STD DWG A20 -B qK o� Cali. TOLL FREE &H�R-10 "ONE WAY" SIGN. 32 8" DASHED WHITE STRIPE SIMILAR TO DETAIL 37 CALTRANS STD DWG A20 -C (3' PAINT, 9' GAP). @-TYPE "N" OBJECT MARKER WITH 9-3" YELLOW REFLECTORS. &___TYPE 'A" NON -REFLECTIVE MARKERS PER DETAIL 40A CALTRANS STD. DW. A20 -C 1-800 &H�R- 17 AND "U-TURN OK" SIGN. @_CONST 6" A.C. BERM WITH YELLOW REFLECTIVE PAIN PER CALTRANS CIVIL ENGINEERING 8URYEYI7 n &__ G-7 ADVANCE ST. NAME SEC. 84-3, WITH T. R.P.M. TYPE Y-1 ® 25' 0.C. 6820 AIRPORT DRIVE, RIVERSh CONST 6" A.C. BERM WITH WHITE REFLECTIVE PAINT PER CALTRANS SEC.84-3 TEL, (909) 688-0 41 FA et -R-61-20.1" II ExcLU0riV IVO-AfiPt.1G ► 11DATE. /f 9 9$ &_12" WHITE CROSSWALK, SEE DETAIL ON SHEET NO. 1 OR DIAGONAL MEDIAN LINES 42 TYPE G-1 DELINEATORS (WI THIN ROAD BED) MARKERS @ 50' 0. C. - 1 LJ Q. J� 9 9$@ (� IORKING DAYS BEFORE YOU DIG----"sroP" LEGEND REV. DATE DESCRIPTION ENG. DATE APPR. DATE cl�A,eISSA JA. `EACH R.6. File name: E:\CAD\DRAWING\FIESTA\STRIPING\SIERRA.DWG