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Home My WebLink About5306-1GENERAL NOTES: CUP W141-107 w TREET IMPROVEMENT PLANS SLQVERQ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE COUNTY OF SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. S w 2. BENCH MARK DATA - U.S.C. & G.S. OR OTHER DATUM ACCEPTABLE TO THE a SAN . THE BEN COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT SHALL BE COUNTY O F SAN BERNARDINO USED. THE BENCH MARK USED AS A BASIS SHALL BE IDENTIFIED. � 3. STREET MARKER PER SAN BERNARDINO COUNTY STANDARD N0. 303, 303A, AND 303B, SHALL BE CONSTRUCTED AT EACH INTERSECTION. 4. LEAVE 8"X8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC. WHEN SIDEWALK _ IS PLACED ADJACENT TO CURB. 5. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUB -GRADE OF ROAD OR F,7` SEE -SHEET SHEET -2E ' SEE SHEET 3 DRAINAGE FACILITIES, A SOILS STERILANT REGISTERED BY THE 'E.P.A.' FOR USE I UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 6. AT THE COMPLETION OF ROUGH -GRADING, A MATERIALS REPORT AND THE PROPOSED - --- ------ _-_�-lot" _ ____ r � _� .�y STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION - __BANAN ' TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION BY THE -- _ VE UE � PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLATSHOWING THE THE LOCATION OF SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL / " - ! x 1 r.,`> _ r" SECTION AND TEST DATA SHEETS FOR ALL R -VALUE TEST PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL = t, x SECTION REQUIREMENTS HAVE BEEN MET. 7• COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS INDEX MAP SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD N.T.S. R/W AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR 3 CURB & GUTTER CONTROL DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMIT SECTION, BANANA AVENUE 0 FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. z 8, AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO SCALE: 1" = 10' 16. THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT, a a z FIELD ENGINEERING DIVISION PERMIT SECTION, LISTING ALL TESTS OR DETERMINATIONS STA: 10+00.00 TO STA: 10+70.00 LF COMPLETED TO VERIFY: STA: 13+00.00 TO STA: 13+99.75 1 ( R -VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OR AGGREGATE BASES: B� 5' CURB OUTLET STRUCTURE PER Co. S.B. STD 210 5 STABILITY, OIL CONTENT AND SIEVE ANALYSIS OR ASPHALT SURFACING. R/W SF 9, ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO 1175 SF VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS 7 17. TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. (; 10. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED L SAW CUT AC PAVING LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO 2010 18. COUNTY STANDARDS AND SPECIFICATIONS. SPECIAL NOTES: 11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, OR DIKE OR CURB EXISTING IM13ROVEMENTS PROPOSED STREET IMPROVEMEN 19, AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 12. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 20. TRANSPORTATION DEPARTMENT/FLOOD CONTROL DEPARTMENT, FIELD ENGINEERING g DIVISION, TRANSPORTATION PERMIT SECTION, PRIOR TO MAKING APPLICATION AND 1 SAW CUT LINE ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN 13. TRANSPORTATION/FLOOD CONTROL DEPARTMENT APPROVAL DOES NOT INCLUDE EXISTING EXISTING VARIES WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. LT ASPHALT ASPHAASPHALT 1.29%-1.74% �Z= 14. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION/FLOOD A �� - - - - - _ - CONTROL DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. --- - - - - - - - - 5 15. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER GRIND EXIST. AC/0.10 OVERLAY 10 / POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON 1 2 ON THESE PLANS WITHIN THE LIMITS OF THE DEVELOPMENT OR IN ADJACENT NEW ASPHALT PAVEMENT N.T.S. R/W AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR 3 CURB & GUTTER R/W RELOCATED AT DEVELOPERS EXPENSE AND AT NO COST TO THE SAN BERNARDINO BANANA AVENUE 0 TRANSPORTATION/FLOOD CONTROL DEPARTMENT. IT SHALL BE THE OWNER'S z 157 RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. SCALE: 1" = 10' 16. CURB AND GUTTER, CROSS -GUTTERS AND SPANDRELS SHALL BE CONSTRUCTED a a z SO THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING GRADIENTS OF STA: 10+00.00 TO STA: 10+70.00 LF 0.50% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR STA: 13+00.00 TO STA: 13+99.75 1 IMMEDIATELY PRIOR TO STREET ACCEPTANCE, SECTIONS WHICH HAVE WATER 5' CURB OUTLET STRUCTURE PER Co. S.B. STD 210 5 PONDING MORE THAN 6" WIDE, OR MORE THAN 4' LONG SHALL BE SAW -CUT SF 6' SIDEWALK TYPE "C" PER COUNTY OF SAN BERNARDINO STD. 109 AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE 1175 SF PONDING TO THE MAXIMUM SPECIFIED. 7 17. IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED 8" AC DIKE PER COUNTY OF SAN BERNARDINO STD. 117 8 BY THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE LF SAW CUT AC PAVING INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 2010 18. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS SPECIAL NOTES: 12 AND FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE. GRIND AND OVERLAY 0.10' AC PAVEMENT 19, EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES CONSTRUCTION. SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 20. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON ACCEPTABILITY OF THE WORK HEREON, IN THE EVENT OF DISCREPANCIES ARISING THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL ON THESE PLANS. BY THE COUNTY OF SAN BERNARDINO. 21. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS TIME IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH VICINITY OF THE BEGINNING OF THE CURB OR AS OTHERWISE DIRECTED BY THE. REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA ENGINEER.DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". ``THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' TRAFFIC CONTROL NOTES: SUBCONTRACTORS'AND COMPLIANCEAND HEALTH HHATF REGULATIIONS" OFTTHE U S.DEPARTMENITOFLABORCORWITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE): INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE III) APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER (FHWA TYPE IIIA) REFLECTIVE SHEETING. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,, IN CONNECTION WITH THE 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(a) PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE AND 303(b). SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE- PLANS, SHALL REMOVED BY CONTRACTOR. REMOVAL SHALL BE SPECIFIED ON THE PLANS DI OR AS DIRECTED BY COUNTY REPRESENTITIVE. UNAUTHORIZED CHANGES AND USES: 6, ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTITIVE. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND AND IN ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFIIC MANUAL PUBLISHED BY APPROVED BY THE PREPARER OF THESE PLANS. THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 8, THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTITIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 9, ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKROUND WITH HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING. 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESENT REFLECTIVE SHEETING YELLOW -GREEN. R/W EXISTING IMPROVEMENTS _ - - - - - - - - - - _--�� SAW CUT LINE \a/ REMOVE EXISTING( ASPHALT D__ LnIn U w > a r �• .7 ESTIMATED 0 CURB FACE z 157 0 0.25' AC PAVEMENT (*) 2 SITE a a z 3 a z LF m 4 1 EA 5' CURB OUTLET STRUCTURE PER Co. S.B. STD 210 5 1795 SF 6' SIDEWALK TYPE "C" PER COUNTY OF SAN BERNARDINO STD. 109 6 1175 SF 30' DRIVEWAY PER COUNTY OF SAN BERNARDINO STD. 129B 7 125 LF EXISTING IMPROVEMENTS _ - - - - - - - - - - _--�� SAW CUT LINE \a/ REMOVE EXISTING( ASPHALT D__ LnIn U w > a w a ESTIMATED 0 CURB FACE z 157 0 0.25' AC PAVEMENT (*) 2 SITE a a z 3 a z LF m 4 rT-� ` «� I SANTA ANA AVE VICINITY MAP NOT TO SCALE 3 44' PROPOSED STREET IMPROVEMENTS BANANA AVENUE R/W 6.5' .5.5' ►{ VARIES 1.26%-1.70% 2% �- _ O5 3 1 2 NEW ASPHALT PAVEMENT SCALE: 1 " = 10' STA: 10+70.00 TO STA: 13+00.00 QUANTITIES No. ESTIMATED UNIT CURB FACE 1 157 TN 0.25' AC PAVEMENT (*) 2 217 CY 0.67' CLASS II AGGREGATE BASE (*) 3 198 LF 8" CURB & UTTER PER Co. S.B. STD. 115 4 1 EA 5' CURB OUTLET STRUCTURE PER Co. S.B. STD 210 5 1795 SF 6' SIDEWALK TYPE "C" PER COUNTY OF SAN BERNARDINO STD. 109 6 1175 SF 30' DRIVEWAY PER COUNTY OF SAN BERNARDINO STD. 129B 7 125 LF 8" AC DIKE PER COUNTY OF SAN BERNARDINO STD. 117 8 400 LF SAW CUT AC PAVING 9 2010 SF REMOVE EXISTING AC PAVING 10 12 TN GRIND AND OVERLAY 0.10' AC PAVEMENT (*) DENOTES ESTIMATE ONLY, ACTUAL STRUCTUAL SECTION TO BE DETERMINED BY SOILS ENGINEER LEGEND AVE w a TOP OF BERM TB .TOP OF CURB TC CURB FACE CF FLOWLINE FL FINISHED SURFACE FS EDGE OF PAVEMENT EP GRADE BREAK GB RIGHT-OF-WAY R/W END OF CURVE EC BEGINNING OF CURVE BC BEGIN VERTICAL CURVE BVC END VERTICAL CURVE EVC AC PAVEMENT D OVERLAY AC REMOVAL CONSTRUCTION NOTES: 1- CONSTRUCT 0.25' AC PAVEMENT SECTION PER GENERAL NOTE #6 22 CONSTRUCT 0.67' AGGREGATE BASE OVER COMPACTED SUBGRADE PER GENERAL NOTE #6 3a- CONSTRUCT 8" CURB AND GUTTER PER COUNTY OF SAN BERNARDINO STD. 115 4 -CONSTRUCT 5' WIDE CURB OUTLET STRUCTURE PER COUNTY OF SAN BERNARDINO STD. 210, SEE DETAIL "A" SHEET 3 5�CONSTRUCT TYPE "C" SIDEWALK PER COUNTY OF SAN BERNARDINO STD. 109 6 -CONSTRUCT 30' DRIVEWAY PER COUNTY OF SAN BERNARDINO STD. 129 B. 0 -CONSTRUCT 8" AC DIKE PER COUNTY OF SAN BERNARDINO STD. 117 - ®-SAW CUT EXISTING AC PAVING O REMOVE EXISTING PAVEMENT 10 GRIND AND OVERLAY 0.10' AC PAVEMENTS �r.� 02-13-02 CHIEF,, TRAFFIC DIVISION DATE i 5306-1