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Home My WebLink About4629-1T 0!� MINEgm. I TRE�.0 PLAN CONSTRUCTION NOTES & EST. QUAN7777ES FOR' (DSA WCU T AND REMOVE EXISTING A.0 PAVEMENT. 970 aF. GENERAL NOTES (2)REMOVE EXISTING ASPHALT CURB. 125 L. F. I! REMOVE EXISTING TREE. 3 1.) ALL WORK SHALL BE DONE /N ACCORDANCE WITH THIS PLAN AND 9 19 FOAI TA AIA AIo RELOCATE EXISTING POFR POLE. THE SANBERNARDINO COUNTY STANDARDS AND SPECIFICATONS. f 5 CONSTRUCT 8" CURB & GUTTER PER COUNTY STD. PLAN 115. 75 L. F. 2) A PERMIT FROM THE SAN BERNARDINO DEPARTMENT OF .PUBLIC WORKS WILL BE'REQUIRED PRIOR TO ANY ENCROACHMENT OR SAN BERNARDINO COUNTY Q CONSTRUCT 8„ A.C. CURB PER SB.CO. STD. 117. 41 L.F. CONSTRUCTION WITHIN THE COUNTY RIGHTS-OF-WAY OR EASEMENTS. TRAFFIC CONTROL GENERAL NOTES � �• �► t..'J CONSTRUCT SIDEWALK TYPE C PER COUNTY S7D. PLAN 109. 314 S.F. 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR 1.) ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN s coNSTRucr DRIVEWAY APPROACH PER COUNTY STD. PLAN 129. 156 S.F. POWER POLES, WA IFR ME7ERS, .VALVES, .HYDRANTS, ETC. SHOWN OR NOT CONFORMANCE WITH THE 'MUTCD 2003 AND THE CALIFORNIA SUPPLEMENT o SHOWN ON 774WI ESE PLANS THE LIMITS OF THIS DEVELOPMENT OR /N TO THE MUTCD 2003. ®CONSTRUCT 3" A.C. PAVEMENT OVER 4"'CA.B. OVER GRADE 2,470 S.F. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE COMPACTED TO 95X PER GENERAL NOTE X11, REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE AND AT NO COST TO 2.) ALL STRIPING (LONG LINE) AND PAVEMENT MARKINGS SHALL BE THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS. IT SHALL RETTOREFLECTIVE PAINT. BE THE OWNERS RESPONSIBILITY TO N077FY ALL AGENCIES CONCERNED. 3.} ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE lil�lV) � ELYR/W 4.) AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED -FROM THE RE7ROFLECTIVE SHEETING, STOP SIGNS SHALL BE DIAMOND GRADE COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO MAKING APPLICA77ON (FHWA TYPE VTI/X) RE7ROFLECI7VE SHEETING. NO PARKING : SIGNS AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. SHALL BE FHW4 TYPE it SUPER EINGINEERING GRADE RE7ROFLEC77VE 52.00 5. ALL 0.40.E OR LESS CURB GRADES SHALL BE STAKED AT 25 FOOT SHEETING AND ALL SCHOOL SIGNS SHALL BE DIAMOND GRA DE ( FHWA I TYPE IX FLOURESCENT YELLOW -GREEN FYG RETROFLECTI VE SHEETING. . INTERVALS AND FORMS CER77FIED BY THE ENGINEER BEFORE POURING ( ) CONCRETE. 4.) ALL DELINEATORS AND CHANNELIZERS SHALL .BE OF FHWA TYPE W1 6.) IMMEDlA7L�LY FOLLOWING REMOVAL OF EX/STING PAVEMENT OR DIKES , 1 OR, CURB AND/OR .CURB AND GUTTER. THE CONTRACTOR SHALL RETROREFLECTIVE SHEETING DILIGENTLY : . PURSUE THIS PORTION OF WORK UN71L COMPLE770N. I 5.) SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY SIDS. 7.} CURB AND GUTTER, CROSS-GUT7ERS AND SPANDRELS SHALL BE SO 303 (A) AND 303 (B). GRADIENTS OF 0.50 ' OR FLATTER SHALL BE WATER 7ES7F0 IN THE 6.) ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON CONSTRUCTED THAT A MINIMUM. IF PONDING OCCURS. SECTIONS HAVING i PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. PLANS SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE 44•00 6.50' 5.50' SEC77ONS WHICH HAVE WATER PONDING MORE 77 -IAN 6" WIDE OR MORE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY THAN A 4FT. LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT REPRESEN TA 77 VE. LESS THAN 4 FT. AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. Z ALL CONFLIC77NG SIGNS SHALL BE REMOVED, RELOCATED.. OR COVERED 15.00' 25.00 BY THE CONTRACTOR. RELOCA TABLE SIGNS SHALL BE INSTALLED AS 8.) EXIS77NG COUNTY ROADS, WHICH WILL REQUIRE RECONS7RUC770N, SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. SHALL REMAIN OPEN FOR TRAFFIC AT ALL 77MES, WITH ADEQUA 1F DETOURS DURING ACTUAL CONS7RUC770N 8 ALL EXISTING SIGNING, AND PAVEMENT MARKINGS (I.E. CROSS .) STRIPING, (. . STREET STOP, STOP LIMIT LINE AND CROSSWALK PAVEMENT MARKINGS) NOT. SHOWN ON PLANS, FREMOVED OBLITERATED, SHALL BE REPLACED RESTORED 9.) IF ASPHALT CONCRE7F IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD EXISTING A. C 'PA VEMENT 0 OR DRAINAGE FACILITIES, A SOIL S7ERILANT REG/S7E'RED BY THE E.P.A. FOR USE OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE 1 MUTCD 2003 AND -THE CALIFORNIA SUPPLEMENT TO THE MUTCD 2003. 2.5 UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED A T THE MANUFACTURES , % TO 4% SA WCUT & g 2 2.00ro 2.007o RECOMMENDED RATE FOR THE FULL PAVEMENT WD 77.1 PRIOR TO PAVING. - - - .- - -- - -- - - - - .- _,. � _`*�` � � JO/N 9. THE CON ACT -HAL NOTIFY N P NTA -- _ } 1R ORS L 0 FY COU TY RE RESE TIYE TO SCHEDULE_,:.__ ___.� __1.3.x' TO 0.8%------------ A FINAL REVIEW (WALK THROUGH) W/TH TRAFFIC. DIVISION PERSONNEL FOR - _ _ _ _ _ _ _ _ _ �. _ 10.) COMPAC77ON 7EST5 OF EMBANKMENT CONS7RUC770N, 7RENCH BACKFILL, - - - - -- - - - - - - - - APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. ' '}: , - - - COMPAC77NG ORIGINAL GROUND, ALL SUB GRAPES SHALL BE .PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WTIT7EN REPORT WTH THESE COMPAC77ON .� ::; EXISTING GRADE .....::..... . a 7E57S SHALL BE SUBMITTED TO 77 -IE C0N7RAC7S ADM/NIS7RA77ON DI VISION OF SAN , OVERLAY 2 MIN. TO �, $ � o a� � o � � BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS FOR APPROVAL PRIOR TO FORM SMOOTH JOIN c PLACEMENT OF BASE MATERIAL AND/OR SURFACING. 5 _ 11.) AT THE COMPLETION OF ROUGH GRAD/NG, A MATERIALS REPORT AND THE PROPOSED S7RUC7URAL SEC77ONS SHALL BE SUBMIT7ED BY THE ENGINEER TO t, THE SAN BERNARD/NO COUNTY DEPAR7MENT OF PUBLIC WORKS, FIELD F/ Y TANA A VENUE ENGINEERING DIVISION, PUBLIC WORKS PERMITS SECTION, FOR REVIEW AND EVALUA77ON BY 77-lE PAVEMENT MANAGEMENT SEC77ON THE SUBMITTAL SHALL TYPICAL S E C TION (VIEWIIVG NORTHEASTERL Y INCLUDE A PLAT SHOWING LOCATION OF SAMPLING, A TABULA770N OF SIEVE HOW HARMLESS AND LADEMNFICATION CLA ANALYSIS AND SAND EQUIVALENT 7EST RESULTS, A STATEMENT OF RECOMMENDA 770N, N. T. S. S7RUC7URAL SEC77ON AND TEST DATA SHEETS FOR ALL R-- VALUE TESTS CONTRACTOR AGREES. THAT HE/SHE ASSUME SOLE. RESPONSIBILITY FOR .JOB 5/1E PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE !TIN 1 GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. COD O S DURING- THE COURSE OF CONS7RUC770N OF 7HIS PROJECT. . INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CON 77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE W CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, 7HE COUNTY OF SAN LIA , AND THE ENGINEER HARMLESS FROM ANY AND ALL B/Ll1Y, REAL OR 12.) AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED. BERNARDINO� TO THE SAN BERNARDINO COUNTY, DEPARTMENT OF PUBLIC IN'ORKS FIELD ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ENGINEERING DIVISION PERMIT SECTION LIS77NG ALL TEST OR DE7FRMINATIONS EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR LEGEND COMPLETED TO VERIFY:ENG/NEER. AC .....ASPHAL TIC CONCRETE SAN B� �NARDINO �P °• CAB CRUSHED AGGREGA TE BASE �� R- VALUE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE' BASES 40 P b. STABILITY OIL CON7FNT AND SIEVE ANALYSIS OF ASPHALT SURFACING. EDGE OF GUTTER U 13.) DEPAR7MENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE WATER OR FF .....FINISHED FLOOR SEWER SYSTEM OR ES77MA 7E OF QUAN7777ES FG ..... FINISHED GRADE VALLEY BL FL .....FLOWLINE I, 10 PRIVATE EGINEER'S NOTE TO CONTRACTOR FS .....FINISHED SURFACE INV ...INVERT THE EX/S7E'NCE OF AND LOCA77ON OF ANY UNDERGROUND U77LITY PIPES AND NG .....NATURAL GR VICINITYMAP OUN STRUCTURES OR CONDUITS SHOWN ON THESE PLANS WERE OBTAINED BY A SEACH OF D N.T.S. AVAILABLE RECORDS PROVIDED BY OTHERS NOTE CONNECTED WITH ON-LINE PCC ...PORTLAND CEMENT CONCRETE ACCEPIFD CONS7RUC770N PRAC77CES, CONSTRUCTION CON7RAC.TOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SI7F COND177ONS DURING INE COURSE OF CONS7RUC770N OF THE PROJECT, ' INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: 7HAT THIS REQUIREMENT SHALL BE MADE TO APPLY CON77N000SL Y AND NOT LIM17ED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMINIFY AND HOLD DESIGN PROFESSIONAL HARMLESS TM PL" W" PMWARSD UNDER TAS DIRECTION OF TAS BELOW 910NED LTCB VM CZVA MWINAM I T Q MAR , R.C. /• DAT84 C IEF, TRAFFIC D/VIS/ON DATE FIELD BOOK REFERENCE W.O. NO. COUNTY OF BNAA SAN ER 1 STREET IMPROVEMENT PLAN _._... O 4ROFESS/p, DEPARTUEffOFP&SUC WORKS oar3 No. �J �4� G�j F R DESIGNED BY. RAWN BY. CHECKED BY. APPROVED BY. .3J'r850O Dim. TOLL FSE �� y�c car FON TAM AVENUE m Ir 0 N : Af M OF AMX IIS A �+ `i R. MARTINEZ R MARTINEZ R. MARTINEZ I FILE NO. I _. Ails 1N fir WAD NE R.C.E. 54360 1-800-422-4133 FL AV SROM 155-156 • �T�� !moi Exp. 12-31-Q5 >� 1657 E. ORANGE - GROVE A7 ASST. DIR. PUBLIC WORKS DATE , AT LMW TM90 DAYS LTO I; OA J, P PASADENA, CA 91104 suBMl D r. c .. 692 TO 816 NORTHEAST OF EL M AVEI Vl1E SHEET YOU Db l9 CtVll �� (626)791_3980 f 3980 Offzcelfax % 0� RECOMM NDE APPROVED BY (+' OF -c t''> A.PJI�� 233 242.7 % �1F tt UNDERGROUND SERIACE ALERT CF SOUTHERN CAUFORNIA I Z MARK REVISIONS APPR. DATE LAN V. E GI EER TE DIR. OF PUBLIC WORKS DATE . I UW %29 S�R7 I Or 2 I � ENGINEERING. THEREFORE, NO GVRAN7EE CAN BE MADE AS TO THE ACCURACY OR TC ..... TOP OF CURB COMPLETENESS OF SAID INFORMA770N. ' THE CONTRACTOR IS REQUIRED TO TAKE DUE TF ..... TOP OF FOO TING PRECAU77ONARY MEASURES TO LOCA7F AND PROTECT ANY AND ALL UNDERGROUND TG ..... TOP OF GRATE FEATURES SHOWN AND NOT SHOWN ON THESE PLANS. IT SHALL BE THE TW ..... TOP OF WALL RESPONSIBILITY OF THE CONTRACTOR TO N077FY THE OWNERS'OF 77 -IE U77LI77ES OR SPEC/AL N01F FROM PRIVATE ENGINEER TO CONTRACTOR STRUC7lIIRES CONCERNED BEFORE STAR77NG WORK. 77 -IE CON7RACTOR FUR7HER CONS7RUC770N CONTRACTOR AGREES THAT /N CCORD NCE W/ ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR ALL UNDERGROUND FEA77IRES SHOWN ACCORDANCE THGENERALLY OR NOT SHOWN ON ]NESE PLANS ACCEPIFD CONS7RUC770N PRAC77CES, CONSTRUCTION CON7RAC.TOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SI7F COND177ONS DURING INE COURSE OF CONS7RUC770N OF THE PROJECT, ' INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: 7HAT THIS REQUIREMENT SHALL BE MADE TO APPLY CON77N000SL Y AND NOT LIM17ED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMINIFY AND HOLD DESIGN PROFESSIONAL HARMLESS TM PL" W" PMWARSD UNDER TAS DIRECTION OF TAS BELOW 910NED LTCB VM CZVA MWINAM I T Q MAR , R.C. /• DAT84 C IEF, TRAFFIC D/VIS/ON DATE FIELD BOOK REFERENCE W.O. NO. COUNTY OF BNAA SAN ER 1 STREET IMPROVEMENT PLAN _._... O 4ROFESS/p, DEPARTUEffOFP&SUC WORKS oar3 No. �J �4� G�j F R DESIGNED BY. RAWN BY. CHECKED BY. APPROVED BY. .3J'r850O Dim. TOLL FSE �� y�c car FON TAM AVENUE m Ir 0 N : Af M OF AMX IIS A �+ `i R. MARTINEZ R MARTINEZ R. MARTINEZ I FILE NO. I _. Ails 1N fir WAD NE R.C.E. 54360 1-800-422-4133 FL AV SROM 155-156 • �T�� !moi Exp. 12-31-Q5 >� 1657 E. ORANGE - GROVE A7 ASST. DIR. PUBLIC WORKS DATE , AT LMW TM90 DAYS LTO I; OA J, P PASADENA, CA 91104 suBMl D r. c .. 692 TO 816 NORTHEAST OF EL M AVEI Vl1E SHEET YOU Db l9 CtVll �� (626)791_3980 f 3980 Offzcelfax % 0� RECOMM NDE APPROVED BY (+' OF -c t''> A.PJI�� 233 242.7 % �1F tt UNDERGROUND SERIACE ALERT CF SOUTHERN CAUFORNIA I Z MARK REVISIONS APPR. DATE LAN V. E GI EER TE DIR. OF PUBLIC WORKS DATE . I UW %29 S�R7 I Or 2 I �