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Home My WebLink About3393-3SUMMIT AVE. (SECONDARY) /• // //r 1 op6' 16' 3, 216+55.00 BEGIN 90' TAPER 1.0'RTOFCL (SECONDARY) / CLI 6 / W a I 46' 46' // �s�• O�� // �� 215+65.00 �� -1END TAPER � • r Mot- s " 8 / �,� X 30' 26'`j / OZ ice_ / o• W aj2 / °° = Q + y + � +00 0 4m / f rn 00 t W / C"__jc1008 No / � LU / R2(40) � "' EXIST. R/W 8 a R26(S) PROP C&G / � I W , I `n W - _ / I I I W - / C14 ® 563 MEDIAN CURBS / 565 N N 6 5664 81 00 to - —+ - i- - c,__ + 203'E K R18-2 /202' / Lo_Z � I {.EX. C&G PER C"4 o EX. R/W rn Q 4 PLAN #2779 / o N N l: / M J to Q W 57< / J V A / /00' n n U'; � � w � W + STA. 217+00 END PROPOSED STRIPING AND JOIN EXISTING STRIPING + III +) "' n N 200' MEDIAN STORAGE 12 22 AR. �I (� N ,j 44 34 3 W EXISTING LEGEND AND STOP II 1 EXISTING STRIPING TO REMAIN. app, BAR TO BE REMOVE AS i III I EXISTING LYTLE CREEK ROAD c / PART OF CONSTRUCTION , } STRIPING PER DWG. 3166 III w W W i it 14' III EXIST. // �� F '-� -d-15 SHOULDER � LYTLE CREED P� 40 0 40 80 1 "= 40' scale feet S ti NOTES: 1. R/W CERTIFICATION SHALL BE PROVIDED PRIOR TO CONSTRUCTION. 2. PLANS ARE APPROVED WITH R/W AND STREET IMPROVEMENTS AS SHOWN. 3. ANY DEVIATION/S FROM THESE PLANS SHALL REQUIRE A REVISION TO BE APPROVED BY THE CITY TRAFFIC ENGINEER. 1 RECORD DRAWING -ADDED NOTES 8 85 & 86 ADDS D STRI PIA/6 1?Z"1//5E1) CoLLEC+0 Ii � IIID CL INT SIGNING & STRIPING CONSTRUCTION NOTES 3 566+49.81 SUMMIT AVE. W BACK= APPLY CALTRANS RIGHT TURN ARROW, TYPE IV 60+61.11 SUMMIT AVE.(E) AHEAD =214+56.11 LYTLE CREEK RD. 0 53 C LCL W 56 APPLY 300mm (12") WHITE CROSSWALK MARKING PER CITY STD 1006 2 APPLY CALTRANS LEFT TURN ARROW, TYPE IV FST k �� C! oMC C" V ku Z +Q�o N%J APPLY CALTRANS MEDIAN ISLAND, DETAIL 29 3211 m H LL1 o zzl �NI ce- w AR18-2 + III +) "' n N 200' MEDIAN STORAGE 12 22 AR. �I (� N ,j 44 34 3 W EXISTING LEGEND AND STOP II 1 EXISTING STRIPING TO REMAIN. app, BAR TO BE REMOVE AS i III I EXISTING LYTLE CREEK ROAD c / PART OF CONSTRUCTION , } STRIPING PER DWG. 3166 III w W W i it 14' III EXIST. // �� F '-� -d-15 SHOULDER � LYTLE CREED P� 40 0 40 80 1 "= 40' scale feet S ti NOTES: 1. R/W CERTIFICATION SHALL BE PROVIDED PRIOR TO CONSTRUCTION. 2. PLANS ARE APPROVED WITH R/W AND STREET IMPROVEMENTS AS SHOWN. 3. ANY DEVIATION/S FROM THESE PLANS SHALL REQUIRE A REVISION TO BE APPROVED BY THE CITY TRAFFIC ENGINEER. 1 RECORD DRAWING -ADDED NOTES 8 85 & 86 ADDS D STRI PIA/6 1?Z"1//5E1) CoLLEC+0 Ii � IIID 1 VARIES VARIES 1' - 11' MIN 11' MIN A.P.N. 226- 092- 60 SECTION A -A SUMI'VANT AVE. N.T.S. (SECONDARY) PROP. R/W W PROP. R/W to Q o'- EXIST. DWY z PROP EP EX. EP 5 6 , i0 667 68 72Lo ___ F 06 31 N —� �9..-- �—� _ —--------- PROP EP EX. EP . R/W FUTURE HIGH SCHOOL CITY OF FONTANA A.P.N. 226-151- 02 SIGNING & STRIPING 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 2002 2. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 3. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC. PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST. UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139. EXIST. R/W FUTURE SCHOOL DWY 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. 7. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. 8. ALL CONFLICTING STRIPING AND MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS SECTION E. 9. AS SHOWN ON PLANS, DETAIL 12 SKIP STRIPES SHALL END AT INTERSECTIONS WITH 50 -FOOT OF SOLID STRIPE AND RAISED PAVEMENT MARKERS PER DETAIL "A" ON SHEET 2. 10. CROSS WALKS SHALL HAVE 10 -FEET BETWEEN THE 12" STRIPES PER CITY STD. 1006. 11. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS 12, 38 & 38A WHERE STREET/HIGHWAY IS DIVIDED. C� K a� � 4m cnDo 0 z w'_. RECORD DRAWING - SIGNING & STRIPING CONSTRUCTION NOTES 51 APPLY CALTRANS RIGHT TURN ARROW, TYPE IV 0 APPLY SOLID WHITE LINE, PER DETAIL "A" ON SHEET NO. 2 53 APPLY RIGHT EDGE LINE PER DETAIL 27B LCL W 56 APPLY 300mm (12") WHITE CROSSWALK MARKING PER CITY STD 1006 APPLY CALTRANS LEFT TURN ARROW, TYPE IV FST 0 61 APPLY CALTRANS NO PASSING ZONE - TWO DIRECTION, DETAIL 22 G NO J 62 APPLY CALTRANS MEDIAN ISLAND, DETAIL 29 3211 m W 65 INSTALL TRAFFIC SIGN & POST (UNLESS OTHERWISE SHOWN) SIGN TYPE(S) PER PLAN LU 69 PROTECT EXISTING SIGNING AND STRIPING 0 Q APPLY CALTRANS LANE LINE, DETAIL 38 T� / z 6 to 71 APPLY CALTRANS CHANNELIZING LINE, DETAIL 38A 562 / � 0 APPLY CALTRANS LANE DROP MARKING LINE, DETAIL 37B ;URBS ` W ® APPLY CALTRANS LANE LINE DETAIL 12 yT la— 83 REMOVE EXISTING SIGN ._co APPLY 131 K F LANE _ LS_6ENDS "BAKE LANE -SBL) PER DC-IO2- 9 A214D C> J ® _A PPL l 6" DET 59 L INS' ' M I ' V ® 'APPLY' 6" DET -3'3A 510P_LINE F WN3N 14 Of CC) � I CL I EP VARIES1 53 6 : 53 EP 1 VARIES VARIES 1' - 11' MIN 11' MIN A.P.N. 226- 092- 60 SECTION A -A SUMI'VANT AVE. N.T.S. (SECONDARY) PROP. R/W W PROP. R/W to Q o'- EXIST. DWY z PROP EP EX. EP 5 6 , i0 667 68 72Lo ___ F 06 31 N —� �9..-- �—� _ —--------- PROP EP EX. EP . R/W FUTURE HIGH SCHOOL CITY OF FONTANA A.P.N. 226-151- 02 SIGNING & STRIPING 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 2002 2. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 3. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC. PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST. UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139. EXIST. R/W FUTURE SCHOOL DWY 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. 7. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. 8. ALL CONFLICTING STRIPING AND MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS SECTION E. 9. AS SHOWN ON PLANS, DETAIL 12 SKIP STRIPES SHALL END AT INTERSECTIONS WITH 50 -FOOT OF SOLID STRIPE AND RAISED PAVEMENT MARKERS PER DETAIL "A" ON SHEET 2. 10. CROSS WALKS SHALL HAVE 10 -FEET BETWEEN THE 12" STRIPES PER CITY STD. 1006. 11. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS 12, 38 & 38A WHERE STREET/HIGHWAY IS DIVIDED. C� K a� � 4m cnDo 0 z w'_. RECORD DRAWING -