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Home My WebLink About4665-4ERIC BIRCH HIGH SCHOOL STRIPING PLAN ()cUST AVENUE0 V) ULTIMATE RIGHT-OF-WAY BUS LANE DETAIL NOT TO SCALE �Q. LOCUST CALL UNDER GROUND � 0 (9)48 SERVICE ALERT HOURS BEFORE YOU DIG 1-800-422-4133 PRIVATE ENGINEER'S NOTE TO CONTRACTORS: BENCHMARK: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANSN0. ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING SAN BERNARDINO COUNTY SURVEYOR'S B. M. NO. 7-9: UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES A.B.RASS DISK SET IN THE TOP OF CURB AT THE TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND N. E. CORNER OF FOOTHILL BLVD. AND LOCUST AVE., RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 84', N/0 FOOTHILL BLVD., 30' E/0 LOCUST AVE., CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 6.5�- N/0 THE NORTH END OF CURB RETURN, 1 N/0 THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;- THAT THIS A 3 X 3.5 STORM DRAIN DROP—IN BOX, 1.5 MILES REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR EAST ALONG FOOTHILL BLVD. FROM SIERRA AVE., SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL CITY OF FONTANA, COUNTY OF SAN BERNARDINO. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER.OR THE ENGINEER. ELEVATION = 1307.150 (1970 ADJ.) AVENUE REVISIONS: DESCRIPTION I ENG. I DATE APPROVED DATE SCHOOL USES ONLY STANDARD 18" X 24" SIGN DETAIL NOT TO SCALE 0 0 0 0 N .Q t - a Ec:= C_�ENGINEERING CONSTRUCTION and fiENVIRONMENTAL �° o°eeeo°o �,f� �� ° i1ETN 9° ��,�' C SERVICES, inc. �~ o Qowf RS . o !&M= o R.C.E:• 33820 r 714) 799-8060 o EXP. 6/30J94 0 25 64 BUS�N@CENTER DR, SUITE F A% ,o EDL DS, CA 92374, CIHII. .000 1J <�°° ` 000000 0 KENNETH A. POWER\ V) C.l. 33820 DAT IBASELINE I - i - ROAD z z z z z O w w w w w U�OO MILLER AVENUE LAUREL DRIVE SITE FOOTHILL BLVD. ' cf) w w i ►�-� �� uj r ARROW - - BLVD. I I I VICINITY MAP NOT TO SCALE GENERAL NOTES 1. ALL. WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE STATE OF CALIFORNIA. 2. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THESE NOTES. 3. PAVEMENT MARKERS AND TRAFFIC LINE- (STRIPING) DIMENSIONS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL. 4. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 5. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACING SHALL BE IN TWO (2) SEPARATE COATS. THE FIRST COAT IS TO BE APPLIED PRIOR TO OPENING A STREET FOR PUBLIC USE. A FINAL COAT IS TO BE APPLIEDNO EARLIER THAN THIRTY (.30) DAYS PRIOR TO ACCEPTANCE OF STREETS. IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL COATS BE NECESSARY. 6. PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION 84-3 OF CALTRANS STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE ON PLANS. 7. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO *THE SATISFACTION OF THE COUNTY TRAFFIC ENGINEER. 8. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS APPROVED SIGN SPECIFICATION SHEETS, SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE INDICATED ON PLANS. 9. MATERIALS FOR SIGNS, POSTS AND MOUNTING HARDWARE, SIGN CONSTRUCTION AND SIGN PANEL INSTALLATION SHALL MEET COUNTY REQUIREMENTS. 10. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" ( 12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH TO VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2" X *30" X 6 GAUGE, (NON—PERFORATED), TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID—POINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. 11. THE QUANTITY OF TRAFFIC SIGNING AND STRIPING SHALL BE CONSIDERED ONE LUMP SUM ITEM, COMPLETE, IN PLACE.. THE LUMP SUM PRICE IN THE BID SHALL INCLUDE FULL COMPENSATION FOR FURNISHING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT FOR DOING ALL WORK INVOLVED IN, OR APPURTENANT TO, THE INSTALLATION OF TRAFFIC LINES AND/OR MARKINGS AND/OR MARKERS AND TRAFFIC SIGNS AS REQUIRED ON THESE PLANS. ALL COSTS FOR TEMPORARY PAVEMENT PAINTING, INCLUDING SANDBLASTING OF EXISTING LINES OR MARKINGS, AND THE REMOVAL OF RAISED PAVEMENT MARKERS, SHALL BE AT THE CONTRACTORS EXPENSE. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. 13. CONTROL POINTS OR "CAT—TRACKING" IS TO BE'APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. 14. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 15. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY REFLECTIVE SHEETING EXCEPT STOP SIGN SHALL BE DIAMOND GRADE SHEETING. 16. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 17. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE COUNTY'S REPRESENTATIVE. CONSTRUCTION NOTES: a1 - PAINT 4" DOUBLE YELLOW LINE MEDIAN PER CALTRANS STD. DETAIL 21. 2a- PAINT 4'' WHITE CHANNELIZATION STRIPE. 3�— INSTALL CLASS 1 DELINEATOR PER CALTRANS STD. A74 -A TYPE "G" @ 10' 0. C. 4a-- INSTALL "NO STOPPING ANY TIME" SIGN PER CALTRANS STD, R26( S) AND " BUSES EXEMPT" S I GN @ 100' 0. C. O5 - INSTALL "SCHOOL BUSES ONLY" SIGN PER DETAIL HEREON. INSTALL "R72" AND "W65" SCHOOL SIGNS AND "R2" (SPEED LIMIT 25) PER CALTRANS INSTALLATION C. PA -INT 8" WHITE CHANNELIZATION STRIPE. NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY.AND THEY ARE ONL.YAN ESTIMATE 15Y THE ENGINEER. COUNTY OF SAN BERNDARDINO ROAD DEPARTMENT DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: M. L. A. M. L. A. SUBMITTED BY '* C.D.E. ASSISTANT COUNTY ENGINEER ROADS DATE ASSISTANT ROAD COMMISSIONER -ENGINEER DATE COUNTY ENGINEER DATE QUANTITIES: 885 L. F. 763 L. F. 4 EA. 4 EA. 1 EA. 4 EA. 37 L. F. _z Q uG O v) m U) a_> LLQ �~ �� . �� EXISTING R/W cn O m _L • (0 -H 12 �i o rn m HF — — — — — — — — — — — — — — — — — — — — — — I- 01 O EXISTING R/W LL_ � o o I 0 Q 6 LOCUST CALL UNDER GROUND � 0 (9)48 SERVICE ALERT HOURS BEFORE YOU DIG 1-800-422-4133 PRIVATE ENGINEER'S NOTE TO CONTRACTORS: BENCHMARK: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANSN0. ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING SAN BERNARDINO COUNTY SURVEYOR'S B. M. NO. 7-9: UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES A.B.RASS DISK SET IN THE TOP OF CURB AT THE TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND N. E. CORNER OF FOOTHILL BLVD. AND LOCUST AVE., RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 84', N/0 FOOTHILL BLVD., 30' E/0 LOCUST AVE., CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 6.5�- N/0 THE NORTH END OF CURB RETURN, 1 N/0 THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;- THAT THIS A 3 X 3.5 STORM DRAIN DROP—IN BOX, 1.5 MILES REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR EAST ALONG FOOTHILL BLVD. FROM SIERRA AVE., SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL CITY OF FONTANA, COUNTY OF SAN BERNARDINO. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER.OR THE ENGINEER. ELEVATION = 1307.150 (1970 ADJ.) AVENUE REVISIONS: DESCRIPTION I ENG. I DATE APPROVED DATE SCHOOL USES ONLY STANDARD 18" X 24" SIGN DETAIL NOT TO SCALE 0 0 0 0 N .Q t - a Ec:= C_�ENGINEERING CONSTRUCTION and fiENVIRONMENTAL �° o°eeeo°o �,f� �� ° i1ETN 9° ��,�' C SERVICES, inc. �~ o Qowf RS . o !&M= o R.C.E:• 33820 r 714) 799-8060 o EXP. 6/30J94 0 25 64 BUS�N@CENTER DR, SUITE F A% ,o EDL DS, CA 92374, CIHII. .000 1J <�°° ` 000000 0 KENNETH A. POWER\ V) C.l. 33820 DAT IBASELINE I - i - ROAD z z z z z O w w w w w U�OO MILLER AVENUE LAUREL DRIVE SITE FOOTHILL BLVD. ' cf) w w i ►�-� �� uj r ARROW - - BLVD. I I I VICINITY MAP NOT TO SCALE GENERAL NOTES 1. ALL. WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE STATE OF CALIFORNIA. 2. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THESE NOTES. 3. PAVEMENT MARKERS AND TRAFFIC LINE- (STRIPING) DIMENSIONS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL. 4. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 5. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACING SHALL BE IN TWO (2) SEPARATE COATS. THE FIRST COAT IS TO BE APPLIED PRIOR TO OPENING A STREET FOR PUBLIC USE. A FINAL COAT IS TO BE APPLIEDNO EARLIER THAN THIRTY (.30) DAYS PRIOR TO ACCEPTANCE OF STREETS. IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL COATS BE NECESSARY. 6. PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION 84-3 OF CALTRANS STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE ON PLANS. 7. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO *THE SATISFACTION OF THE COUNTY TRAFFIC ENGINEER. 8. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS APPROVED SIGN SPECIFICATION SHEETS, SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE INDICATED ON PLANS. 9. MATERIALS FOR SIGNS, POSTS AND MOUNTING HARDWARE, SIGN CONSTRUCTION AND SIGN PANEL INSTALLATION SHALL MEET COUNTY REQUIREMENTS. 10. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" ( 12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH TO VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2" X *30" X 6 GAUGE, (NON—PERFORATED), TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID—POINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. 11. THE QUANTITY OF TRAFFIC SIGNING AND STRIPING SHALL BE CONSIDERED ONE LUMP SUM ITEM, COMPLETE, IN PLACE.. THE LUMP SUM PRICE IN THE BID SHALL INCLUDE FULL COMPENSATION FOR FURNISHING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT FOR DOING ALL WORK INVOLVED IN, OR APPURTENANT TO, THE INSTALLATION OF TRAFFIC LINES AND/OR MARKINGS AND/OR MARKERS AND TRAFFIC SIGNS AS REQUIRED ON THESE PLANS. ALL COSTS FOR TEMPORARY PAVEMENT PAINTING, INCLUDING SANDBLASTING OF EXISTING LINES OR MARKINGS, AND THE REMOVAL OF RAISED PAVEMENT MARKERS, SHALL BE AT THE CONTRACTORS EXPENSE. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. 13. CONTROL POINTS OR "CAT—TRACKING" IS TO BE'APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. 14. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 15. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY REFLECTIVE SHEETING EXCEPT STOP SIGN SHALL BE DIAMOND GRADE SHEETING. 16. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 17. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE COUNTY'S REPRESENTATIVE. CONSTRUCTION NOTES: a1 - PAINT 4" DOUBLE YELLOW LINE MEDIAN PER CALTRANS STD. DETAIL 21. 2a- PAINT 4'' WHITE CHANNELIZATION STRIPE. 3�— INSTALL CLASS 1 DELINEATOR PER CALTRANS STD. A74 -A TYPE "G" @ 10' 0. C. 4a-- INSTALL "NO STOPPING ANY TIME" SIGN PER CALTRANS STD, R26( S) AND " BUSES EXEMPT" S I GN @ 100' 0. C. O5 - INSTALL "SCHOOL BUSES ONLY" SIGN PER DETAIL HEREON. INSTALL "R72" AND "W65" SCHOOL SIGNS AND "R2" (SPEED LIMIT 25) PER CALTRANS INSTALLATION C. PA -INT 8" WHITE CHANNELIZATION STRIPE. NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY.AND THEY ARE ONL.YAN ESTIMATE 15Y THE ENGINEER. COUNTY OF SAN BERNDARDINO ROAD DEPARTMENT DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: M. L. A. M. L. A. SUBMITTED BY '* C.D.E. ASSISTANT COUNTY ENGINEER ROADS DATE ASSISTANT ROAD COMMISSIONER -ENGINEER DATE COUNTY ENGINEER DATE QUANTITIES: 885 L. F. 763 L. F. 4 EA. 4 EA. 1 EA. 4 EA. 37 L. F. STREET IMPROVEMENT PLANS LIMIT 79-80 A. P. N. 243-191-019 02 & 03 ERIC BIRCH HIGH SCHOOL ROAD N0. 00400 LOCUST AVENUE FILE N0. 91-096 STRIPING PLAN STA. 12+63.96 TO STA. 16+59.92 SHEET 4LOFL4 T�WC�. NO. ylnu5 14 oma- 4 s+cz-rs