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Home My WebLink About2683-8TRACT NO. 19@00 z r-_ =zo 0 o c\1 Lw LW FUTURE CALTRANS R/W =z 00 0 (L 1w Lw q PROP. R/W MARKER r -A TYPE F I PROP_ EP (19 4 j9 r20 c\1 45 co c\1 LEFT 4q .6�1 LEFT 4q -TURN TURN V, 35 2 33 34 EP_ /Ah FUTURE C + G % 0% % FUTURE R/W 4 1 FUTURE TRAFFIC 5IGNA 1, < >> < w kL_ ' 13, ,4� 12 11'..i12,' 12' ,1 15 D LL_ 04 k. 45 51' 12'1- ' 0 57' 63' O cq 0 7— e) co (o 0) co e) > CARTER AVENUE TRACT NO. 15@06 z (L SEE DWG_ NO- — TRACT H(D. 119@06 l9 Q U-4 z LO mm SHT 10 OF 10 ter, A45 rO 51 0 ZA '.�VeR&A 4?ellle 104r615719FIC? L=501g 4'III c6 m z: G3' Gil 11 < 0 0+1 1711 56, 41' 201 4 + 00 4 0z LL_ D h- .2 -1 -11 - oz :C,4` I1 I I 29' d L0 + t19 53 �q 54 N ac G AD HpE_ 1', 1 DE PER t ARkIGADE PER IHEtT 3 OF 18 T 3 OF 1 r-4 16" 12 12' 12" 1371 1G, I LANE DROP 49 go".. 0 __j - dols dols Tjos dols 4L TURE TR FIG SIGNAL b :L 44 LC) %f) Lu 93 z 45 t+ Q GLA55 I BIKE 0 0 cc + 45 44 42 46 4 + Lw A 'IF 7wz-45p < I PROP_ EP (19 4 j9 r20 c\1 45 co c\1 LEFT 4q .6�1 LEFT 4q -TURN TURN V, 35 2 33 34 EP_ /Ah FUTURE C + G % 0% % FUTURE R/W 4 1 FUTURE TRAFFIC 5IGNA 1, < >> < w kL_ ' 13, ,4� 12 11'..i12,' 12' ,1 15 D LL_ 04 k. 45 51' 12'1- ' 0 57' 63' O cq 0 7— e) co (o 0) co e) 46 5 0 RIGHT ; t9 49 TURN 0 D EXIST. R/W EXIST C + G SCALE: 1m = 40' > z TRACT NO. 15@06 z (L z > # TRACT H(D. 119@06 l9 Q U-4 z LO mm 10145H7- 41VO 1,ec7 ter, A45 rO 51 0 ZA '.�VeR&A 4?ellle 104r615719FIC? L=501g e Nc7F 65K/ �W/FeT -1& of /8 c6 coco e7- b1ze 1_26AA16_ S 1 < < Lo + wt CI' LWv J*) (.9 d L0 + t19 53 �q 54 N ac C) r-4 �o LANE DROP 0 __j O c�Zn + :L 44 46 5 0 RIGHT ; t9 49 TURN 0 D EXIST. R/W EXIST C + G SCALE: 1m = 40' PROP. C 45 �49 LANE 4 4 DROP DROP r__4 47 e/,A 10 4e. Po o &7, r4 _-al'r 41 40 41 44 39 -E I -77 36 37 38 EX 6 -T -v 15T. 0O Ln R, =75 vo FUTURE E 0 + G kl_ u DL z: W z: FUTURE R/� fX15T G' G.L' FENCE w X 4 o 0 n_ u fz: f STRIPING AND SIGNING NOTES: S1, < co, < -_1 in z k-4 0 0 fit 1- ALL WORK. MATERIALS AND EQUIPMENT FOP, TRAFFIC, SIGNING AND STRIPING SHALL sa N, CITY OF Lo CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE < IEAzA�V�l�UEFONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA r-iDATED JULY jqq2 CNON METRIC EDITION3. f� V 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO Y 7Z/,C^/ 641,79 _15 CALTRANS STANDARD PLANS. 0, 3. PAVEMENT MARKINGS SHALL MATCH THE GITY OF FONTANA STANDARD STENCILS- 00 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS .SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL 13E APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKINGS PEP, CALTRANS STANDARDS_ 5_TRAFFIC SIGN DIMENSIONS. COLOR AND LETTERING SHALL CONFORM TO THE LATEST GALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO GALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL 13E STANDARD UNLE55 OTHERWISE SHOWN ON THE PLAN 5_ GLUBHOUSE DRIVE G. ALL SIGNS SHALL BE MOUNTED ON A GALVENIZED STEEL POST. UNLESS OTHERWISE SEE DWG_ NO- 2G84 SCALE: V 40' SHOWN. PER CITY STANDARD DETAIL 139. SHT 13 OF 13 TRACT NO. 15fts-1 TMICT NO. 19@08-9. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC, SIGNS OR OTHER TRAFFIC, CONTROLS AT ALL TIMESII I - 53f�l 531 1 z 8- CONTROL POINTS OP, "CAT -TRACKING' SHALL BE APPROVED BY THE ENGINEER 37' 1�- 51 IG" a7" 1 11 -L. 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. < I 1- 0, 12 'TRANSITION 'r 7' 7 11 110' le rA��7)e �IVV 7V =III v 120' TRANSITION co ------------- - co co z 12"1 11 13'rvui 12", 1 50 51111,111110or U) (3 1 1 1 co 0 Z) 0z Lo (o r_4 co T -i 0 Lo I I I— —t— – I I — -41- + 4- CLA55 I BIKE Z:. Be + 8U,) Lo CLA55 I BIKE PATH CTYPICAL) PROP. R/w ---,\ N U_ 5jois jol Lo PATH CTYPICAL) oz -qt 10 A 44l L=150' LEFT C\J TURN 49 T_ 47 AB 0 P O PROP. G + G �BALEFT TURN 01 = — Us EXIST AGP�= A cq 4 z < co EX16T. G' G.L.FENGE 121 _A_ Z oz z C 0 Z 04 0 Tom_ 0. tu z + 51 U7 . - z < < n NL 0 C4 t9 z Q N IO LU I 12 0' 1ANSIT N ION pz LL_ EXIST BLDG 11 14 co cn< lu ge Jr --�_120' TRANSITION - w U,) SIGNING + STRIPING NIOTESF EX15T k f ACP REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN LA SIERRA DRIVE 41 APPLY SOLID 4- DOUBLE YELLOW STRIPE PEP, DETAIL 29 CALTRANS STDS. APPLY SOLID 4- DOUBLE YELLOW STRIPE PER DETAIL 22 GALTRANS STDS. SIGNING + STRIPING NOTES CGONT-3 44 APPLY SOLID 8- WHITE STRIPE PER DETAIL 38 GALTRANS STDS_ �B APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN 45 APPLY 4- SOLID WHITE STRIPE �5 INSTALL SIGN ON STREET LIGHT AS NOTED ON PLAN O APPLY 12- WHITE STOP BAR �5 INSTALL SIGN ON POST AS NOTED ON PLAN 47 APPLY DASHED 4- WHITE STRIPE PER DETAIL 12 GALTRANS STDS. 48 APPLY DASHED 8- WHITE STRIPE PER DETAIL 37B CALTRANS STD5. + Lo in 41 45 PROP. R/W Lo 6 c\1 44 t1_ cA N 45 I LEFT 49 LEFT 49 TURN TURN 5 �9 -7=221 T. R/W FUTURE G + G./ ZF _ 7-- Z, FUTURE R/W C1 z w SIERRA ae- SCALE IN FEET 0 40 80 120 EN Wers, > z LLI TRACT H(D. 19@06 z (L z > # TRACT H(D. 119@06 l9 Q U-4 z LO mm 120' TRAN51TION 51 0 L=501g c6 < 41 53 �q 54 55 C) r-4 (L Om 0 __j O c�Zn + + %f) Lu 93 z \J k9 t+ Q GLA55 I BIKE 0 0 cc + C%j + Lw < —7f z N PATH CTYPICAL) r -i c\1 i�: m c\1 n flc d' In Q9 PROP. R/W //r- < f _k, Y N EXIST. G' G.L. FENCE l9 r_1 i nz D # LL- H_ 0 O LLI L N, N PROP. C 45 �49 LANE 4 4 DROP DROP r__4 47 e/,A 10 4e. Po o &7, r4 _-al'r 41 40 41 44 39 -E I -77 36 37 38 EX 6 -T -v 15T. 0O Ln R, =75 vo FUTURE E 0 + G kl_ u DL z: W z: FUTURE R/� fX15T G' G.L' FENCE w X 4 o 0 n_ u fz: f STRIPING AND SIGNING NOTES: S1, < co, < -_1 in z k-4 0 0 fit 1- ALL WORK. MATERIALS AND EQUIPMENT FOP, TRAFFIC, SIGNING AND STRIPING SHALL sa N, CITY OF Lo CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE < IEAzA�V�l�UEFONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA r-iDATED JULY jqq2 CNON METRIC EDITION3. f� V 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO Y 7Z/,C^/ 641,79 _15 CALTRANS STANDARD PLANS. 0, 3. PAVEMENT MARKINGS SHALL MATCH THE GITY OF FONTANA STANDARD STENCILS- 00 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS .SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL 13E APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKINGS PEP, CALTRANS STANDARDS_ 5_TRAFFIC SIGN DIMENSIONS. COLOR AND LETTERING SHALL CONFORM TO THE LATEST GALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO GALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL 13E STANDARD UNLE55 OTHERWISE SHOWN ON THE PLAN 5_ GLUBHOUSE DRIVE G. ALL SIGNS SHALL BE MOUNTED ON A GALVENIZED STEEL POST. UNLESS OTHERWISE SEE DWG_ NO- 2G84 SCALE: V 40' SHOWN. PER CITY STANDARD DETAIL 139. SHT 13 OF 13 TRACT NO. 15fts-1 TMICT NO. 19@08-9. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC, SIGNS OR OTHER TRAFFIC, CONTROLS AT ALL TIMESII I - 53f�l 531 1 z 8- CONTROL POINTS OP, "CAT -TRACKING' SHALL BE APPROVED BY THE ENGINEER 37' 1�- 51 IG" a7" 1 11 -L. 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. < I 1- 0, 12 'TRANSITION 'r 7' 7 11 110' le rA��7)e �IVV 7V =III v 120' TRANSITION co ------------- - co co z 12"1 11 13'rvui 12", 1 50 51111,111110or U) (3 1 1 1 co 0 Z) 0z Lo (o r_4 co T -i 0 Lo I I I— —t— – I I — -41- + 4- CLA55 I BIKE Z:. Be + 8U,) Lo CLA55 I BIKE PATH CTYPICAL) PROP. R/w ---,\ N U_ 5jois jol Lo PATH CTYPICAL) oz -qt 10 A 44l L=150' LEFT C\J TURN 49 T_ 47 AB 0 P O PROP. G + G �BALEFT TURN 01 = — Us EXIST AGP�= A cq 4 z < co EX16T. G' G.L.FENGE 121 _A_ Z oz z C 0 Z 04 0 Tom_ 0. tu z + 51 U7 . - z < < n NL 0 C4 t9 z Q N IO LU I 12 0' 1ANSIT N ION pz LL_ EXIST BLDG 11 14 co cn< lu ge Jr --�_120' TRANSITION - w U,) SIGNING + STRIPING NIOTESF EX15T k f ACP REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN LA SIERRA DRIVE 41 APPLY SOLID 4- DOUBLE YELLOW STRIPE PEP, DETAIL 29 CALTRANS STDS. APPLY SOLID 4- DOUBLE YELLOW STRIPE PER DETAIL 22 GALTRANS STDS. SIGNING + STRIPING NOTES CGONT-3 44 APPLY SOLID 8- WHITE STRIPE PER DETAIL 38 GALTRANS STDS_ �B APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN 45 APPLY 4- SOLID WHITE STRIPE �5 INSTALL SIGN ON STREET LIGHT AS NOTED ON PLAN O APPLY 12- WHITE STOP BAR �5 INSTALL SIGN ON POST AS NOTED ON PLAN 47 APPLY DASHED 4- WHITE STRIPE PER DETAIL 12 GALTRANS STDS. 48 APPLY DASHED 8- WHITE STRIPE PER DETAIL 37B CALTRANS STD5. + Lo in 41 45 PROP. R/W Lo 6 c\1 44 t1_ cA N 45 I LEFT 49 LEFT 49 TURN TURN 5 �9 -7=221 T. R/W FUTURE G + G./ ZF _ 7-- Z, FUTURE R/W C1 z w SIERRA ae- SCALE IN FEET 0 40 80 120 EN Wers, > z LLI = — Us EXIST AGP�= A cq 4 z < co EX16T. G' G.L.FENGE 121 _A_ Z oz z C 0 Z 04 0 Tom_ 0. tu z + 51 U7 . - z < < n NL 0 C4 t9 z Q N IO LU I 12 0' 1ANSIT N ION pz LL_ EXIST BLDG 11 14 co cn< lu ge Jr --�_120' TRANSITION - w U,) SIGNING + STRIPING NIOTESF EX15T k f ACP REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN LA SIERRA DRIVE 41 APPLY SOLID 4- DOUBLE YELLOW STRIPE PEP, DETAIL 29 CALTRANS STDS. APPLY SOLID 4- DOUBLE YELLOW STRIPE PER DETAIL 22 GALTRANS STDS. SIGNING + STRIPING NOTES CGONT-3 44 APPLY SOLID 8- WHITE STRIPE PER DETAIL 38 GALTRANS STDS_ �B APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN 45 APPLY 4- SOLID WHITE STRIPE �5 INSTALL SIGN ON STREET LIGHT AS NOTED ON PLAN O APPLY 12- WHITE STOP BAR �5 INSTALL SIGN ON POST AS NOTED ON PLAN 47 APPLY DASHED 4- WHITE STRIPE PER DETAIL 12 GALTRANS STDS. 48 APPLY DASHED 8- WHITE STRIPE PER DETAIL 37B CALTRANS STD5. + Lo in 41 45 PROP. R/W Lo 6 c\1 44 t1_ cA N 45 I LEFT 49 LEFT 49 TURN TURN 5 �9 -7=221 T. R/W FUTURE G + G./ ZF _ 7-- Z, FUTURE R/W C1 z w SIERRA ae- SCALE IN FEET 0 40 80 120 EN Wers, Z - ZAW • %V .0- 1 _4r i�uoo I I 150F1 5 CITY TRAFFIC ENGINEER R.C.E. 26690 DATE 4PAn* qTFPPA AVFNIIF qTPTPTNr, qHT R - _9fO_P311PF' 1154 4073 21 -Jun -999=57 AM / 826-1154-1 DWG. DATE: > z LLI (v_ z (L z > # l9 Q O tt, LO mm 51 0 L=501g c6 < Z - ZAW • %V .0- 1 _4r i�uoo I I 150F1 5 CITY TRAFFIC ENGINEER R.C.E. 26690 DATE 4PAn* qTFPPA AVFNIIF qTPTPTNr, qHT R - _9fO_P311PF' 1154 4073 21 -Jun -999=57 AM / 826-1154-1 DWG. DATE: q RIGHT TURN RIGHT 4 q TURN PROP. 0 + G L=501g 41 53 �q 54 55 r-4 —7f ff < f _k, Y EXIST. G' G.L. FENCE l9 r_1 i 0 U-0, D # LL- H_ 0 LLI L N, Z - ZAW • %V .0- 1 _4r i�uoo I I 150F1 5 CITY TRAFFIC ENGINEER R.C.E. 26690 DATE 4PAn* qTFPPA AVFNIIF qTPTPTNr, qHT R - _9fO_P311PF' 1154 4073 21 -Jun -999=57 AM / 826-1154-1 DWG. DATE: