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Home My WebLink About2682-14W z o sr 4 54' 12' Y i !]L v 1. R18-2 € i DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. � Ir 0 flC I 4 0 44 cvw N Q I a m � yf w _ m 70N N r w u i LL Lw O o r, co J + w N Lw v W5G TYPE E z Q N n� ins �o qq ;0 r -4D 4 m TEMPORARY ACP 4 CHANNEL V I I 4 0 17-4 w s x 7 • � 3 � Tt ...._ _.._.__.._.� _ - ..._. ._._. 0 _ O W r7 f X1 00 t Mtw co :k Xm w IL ocDZ ®� N __._ v w 0 LO 0 d d oc d d < N N i N I N to �+ I ►� to 1 1>_ Jj cc `o LO w fL ++ coo_ 45.00 I 46.10 _`-e...:.E�..<...r_<.<.., _ �- 47.95 I > - 89.72 `F 62.57 0 0 4 5.00 t 45<. 00 f PROP. R/W FUTURE \ °L 'f � I s; I .zms..sf:�� P 1.7=1 ' s �t s x_- m ..�P .. ,� . � FUTURE G + G r 1.9-1 � iii n� 2.05-1 f ._ t 3 PROP. S=LY R/W u .r i-• 2.05=1 TRAFFIC SIGNAL tL ?s co +�to Lo Oil d , a�� 34 135 :135 137 ; 8 m Nt I 44 d c- PROP. G + G CO OL.� to LOCO } i- O I i ri ONS Q c0 t9 X W t5 140.79 41 6 u W J N -..,\ 43 '^r_a_�s_-��v_-. a_5 _rte.' �.-_-"-:---�Fiz--•^_�..^--�.�_F.�--'3tR'.R:-'�"._•'9-:.i+__s'9'_2i«.�•'4 175.01 L toi� + {dy ' 47 � - 4 n PROP. R/W N 48 2 4G Accr N0° U1§@ 0 SUFAMIT 50 E� w }- d z� w� daz i_ m z 4 to Tim W OL az -1 0z az u-0 �37 0LO N N N �O �::N LO I co to t� LO + + u � TOP OF SLOPE It SLOPE VARIES 2=1 �_.� .__.�__•- __•---__- __._._.__ ._..e_e__ FL�OINLINF �A�P� GFtANNEL==�'"�._._ �.. __._.�_ ___._..-_ �__.._..__ ..�_f....... _�_..� ..�e__.. �.�.��._ _....�_�. _�....,__ ___.e.�_ ��.<�_ _....._ _. 2.05=1 2.05=1 �- TOP OF SLOPE 4 ¢42 - _ 41 _ c C23.371T.) JOIN W ~ 504 LF OF 55:1 TAPER 4 w Q� z w z L) w IL 4 4 IU i;..l 4 4® I_ w 4 0 `°s Ntf ® 0z U-1 N d d d Q w N N o ma„ ° 0 o� j ®� N N N p°o o +w +W °`` J) 00 LL- �W + N °+ O� LO � �a ua + >- 0 r TOP OF SLOPE CO PROP. N LY R/W °L N 2.G=1' � 5LOPE VARIES - N 2.3=1' FUTURECRiGR - w a. - a " E 2 56 ..- 20 ._.__�< SLOPE VARIES - _ -_, __. ��, • N ._.. _ w TOP OF SLOPE-f.an-- 45 NN 68027'36"E 476.23 - -_ its 6 O � 4 54' 12' Y i !]L v 1. R18-2 € i DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. � Ir 0 flC I 4 0 44 cvw N Q I a m � yf w _ m 70N N r w L� LL Lw O o r, co = f + w N Lw v W5G TYPE E oQ LW >L w n� ins �o qq ;0 r -4D PROPOSED m TEMPORARY ACP DR�,NAGE CHANNEL V I I N NJ w s x 7 • � 3 � Tt ...._ _.._.__.._.� _ - ..._. ._._. 0 _ c{7 r7 f X1 00 t co :k Xm w IL 4 Q 44 PROP. C + G --� 't - N __._ v LO 50 E� w }- d z� w� daz i_ m z 4 to Tim W OL az -1 0z az u-0 �37 0LO N N N �O �::N LO I co to t� LO + + u � TOP OF SLOPE It SLOPE VARIES 2=1 �_.� .__.�__•- __•---__- __._._.__ ._..e_e__ FL�OINLINF �A�P� GFtANNEL==�'"�._._ �.. __._.�_ ___._..-_ �__.._..__ ..�_f....... _�_..� ..�e__.. �.�.��._ _....�_�. _�....,__ ___.e.�_ ��.<�_ _....._ _. 2.05=1 2.05=1 �- TOP OF SLOPE 4 ¢42 - _ 41 _ c C23.371T.) JOIN W ~ 504 LF OF 55:1 TAPER 4 w Q� z w z L) w IL 4 4 IU i;..l 4 4® I_ w 4 0 `°s Ntf ® 0z U-1 N d d d Q w N N o ma„ ° 0 o� j ®� N N N p°o o +w +W °`` J) 00 LL- �W + N °+ O� LO � �a ua + >- 0 r TOP OF SLOPE CO PROP. N LY R/W °L N 2.G=1' � 5LOPE VARIES - N 2.3=1' FUTURECRiGR - w a. - a " E 2 56 ..- 20 ._.__�< SLOPE VARIES - _ -_, __. ��, • N ._.. _ w TOP OF SLOPE-f.an-- 45 NN 68027'36"E 476.23 - -_ its 6 0 r 53 O � Z 54' 12' Y i 74+G5 v 1. R18-2 € i DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. � Ir 0 l I 4 0 44 cvw N 31I I oi II m 12' yf w _ F 70N 12- WHITE r w y LL Lw O o r, co = f 0 r 53 L=50' 1 � 'f Vi - - - ltd N I t= p , ''X 03`' 45 Z 54' 12' Y i N 89 30 06 E A ` 4 € i DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. � Ir f oc l I 4 0 44 cvw N 31I I oi II N ((Q�Nepp��l ON yf w _ F J 12- WHITE r w y LL Lw c5 o r, 0 N I i jj i5 F N Lw v W5G TYPE E oQ LW >L w n� ins �o qq ;0 r -4D o m r, CO ,n w `n+ i t V a10 1 z CL 51ERRA AVENUE w s x z s ?€ � ...._ _.._.__.._.� _ - ..._. ._._. W ._._ f X1 00 t f :k Xm w IL 4 Q 44 PROP. C + G --� 't - L=50' 1 � 'f Vi - - - ltd N I t= p , ''X 03`' 45 Z 54' 12' Y i N 89 30 06 E A ` 4 € a L $ DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. � Ir f oc l I 4 0 44 cvw N 15' w X I oi II N ((Q�Nepp��l ON yf w _ F J 12- WHITE r w y >- O Lw c5 o r, N 89°30'06"E w SUMMIT 7Rb%c lr No. 15@08 8 87' 54' ZI (D Z' 12' _- ' SIERRA AVENUE SAF SHEET 9 OF 18 0 DWG_ NO. 2683 ITURE BENCH MARK: ELEVATION: .. �. 42.00 V L m c ~ + N 45 Z R4 ; 456 4 N 89 30 06 E O APPLY a L $ DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. - APPLY 8- SOLID �.. 52 0 44 ~ : a� a WHITE STRIPE 45 N N I WHITE STRIPE 4 J 12- WHITE n O H z 4 >- O Lw c5 o r, 0 N m STRIPING PER N Lw v W5G TYPE w oQ LW >L w n� ins �o qq ;0 r -4D o m r, CO ,n w `n+ w PROP. GURB + GUTTER qq N _ r' L -9G' 4 0 51ERRA AVENUE I E� I ...._ _.._.__.._.� _ - ..._. ._._. �.-. 2.05-1 ___.�,__...._ .....�._......_ _._.�.<�.! _ _ ...... 4 ._._ N 89030'06"E 4 Q9 4 4 Q 44 PROP. C + G --� 't - __._ v 45.00 I 46.10 _`-e...:.E�..<...r_<.<.., _ �- 47.95 I > - 89.72 `F 62.57 45 0 4 5.00 t 45<. 00 f ._<«. <...�.«� 146.67 I_ - 49.00 FUTURE \ °L 'f s; I Y I Ah � iii n� �y 3 PROP. S=LY R/W O z TRAFFIC SIGNAL tL ?s co +�to Lo d , a�� Odd I d c- CO OL.� to LOCO } i- O I i ri ONS Q c0 t9 X W t5 ? I 1 O w Lr) w v � IN� + � 4 } 4 f >n 120' TRANSITION � 0 cu 12 13 141. 2q 4E 30 31 32 33 f 34 35 110' F 3' w SUMMIT 7Rb%c lr No. 15@08 8 87' 54' ZI (D Z' 12' _- ' SIERRA AVENUE SAF SHEET 9 OF 18 0 DWG_ NO. 2683 ITURE BENCH MARK: ELEVATION: .. �. 42.00 V L m c ~ + N { 33.07 n 75.09 46.85 I Slop SOP 3\ h ¢F 33 ��S _ 4a = _A- ` X, R1 v9 E = � ho cq PROP. R/W ul I a ! N co V L in w co+ ° ,17' �= 248 30' '� i1�' 10 51' i 51' + ', fv TURNBERRY WILY 7Rac 7 NO. 19@08 SEE SHEET NO. 12 Of 13 DWG_ NO. 2G84 STRIPING AND SIGNING NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION). 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS, LATEST NON -METRIC EDITION. 3. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKINGS PER CALTRANS STANDARDS. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. BASIS OF BEARINGS: SIGNING 504 LF OF 55:1 TAPERq Z 41 O APPLY 4- DASHED YELLOW STRIPE PER DETAIL G CALTRANS STDS. APPLY 4- SOLID DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. 40 APPLY 8- SOLID WHITE STRIPE PER DETAIL 38 CALTRANS STDS. 0 44 ~ G" SOLID WHITE STRIPE 45 z N I WHITE STRIPE 4 J 12- WHITE n O H z 4 >- O Lw c5 � Q w w n 0 ti] w caQ m t- ' Q N Lw v DIRECTION w oQ LW >L w n� ins �o + r, CO ,n w `n+ w ...._ _.._.__.._.� _ - ..._. ._._. �.-. 2.05-1 ___.�,__...._ .....�._......_ _._.�.<�.! _ _ ...... 4 ._._ N 89030'06"E 4 Q9 4 4 Q 44 PROP. C + G --� 't - { 33.07 n 75.09 46.85 I Slop SOP 3\ h ¢F 33 ��S _ 4a = _A- ` X, R1 v9 E = � ho cq PROP. R/W ul I a ! N co V L in w co+ ° ,17' �= 248 30' '� i1�' 10 51' i 51' + ', fv TURNBERRY WILY 7Rac 7 NO. 19@08 SEE SHEET NO. 12 Of 13 DWG_ NO. 2G84 STRIPING AND SIGNING NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION). 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS, LATEST NON -METRIC EDITION. 3. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKINGS PER CALTRANS STANDARDS. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. BASIS OF BEARINGS: SIGNING + STRIPING GONSTRUGTION NOTES= 41 O APPLY 4- DASHED YELLOW STRIPE PER DETAIL G CALTRANS STDS. APPLY 4- SOLID DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. 40 APPLY 8- SOLID WHITE STRIPE PER DETAIL 38 CALTRANS STDS. 0 44 APPLY G" SOLID WHITE STRIPE 45 APPLY 4- SOLID WHITE STRIPE 4 APPLY 12- WHITE STOP BAR 47 APPLY G- DASHED WHITE STRIPE PER DETAIL 39A 48 INSTALL SIGN ON STREET LIGHT POLE AS NOTED ON PLAN 4q INSTALL SIGN ON POST AS NOTED IN PLAN 5� APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN 51 APPLY 4- SOLID YELLOW STRIPE SCALE IN FEET 10 80 120 826-1163 Im *P40* SUMMIT STRIPING SHEET 14 - 21 L0, 2311 PF: 1154 4075 09 -Apr -01 06:15 AM / 826-1154-1 DWG. DATE: