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Home My WebLink About2092 go w APE"4w 40 am%GENERAL NOTES Elm 4u BER ALjL IN .......... 6- F T(J.�r-CF 1. ALL WORK S14ALL BE DONE IN ACCORDANCE WITH T14ESE PLANS AND THE SAN EXISTWa-GROUNa....0: ...... AIM �w AN-am BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. w1v 2. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, EE PAR() --------- T VEMEN PL A'4h NS COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED A� Ar IL AT NO COST TO SAN BERNARDIN T COMPACTION TESTS S14ALL 13E SUBMITTED TO THE CONTRACTS ADMINISTRATION r Tbo---tF tMd,-W- LEFT DIVISION OF THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR FVf( APPROVAL PRIOR TO PLACEMENT OF ANY BASE MATERIALS ANDIOR SURFACING. -----------1___ ------ --- --- -- --- ---Ck4 qmpq& P 1= m 3. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED Am Arm ------------TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY a 0___U 1 77_ '_ � r- , A tin UEL M 55 TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS ... ..COMPLETED TO VERIFY:A A. R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASE.B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. ...........4. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND (AND WATER METERS, t cc 0 -7 TELEPHONE OR POWER POLES, VALVES, HYDRANTS, ETC.) SHOWN OR NOT lira 00 SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ------ ... . ....._ C-4 ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO 4_16........- ------ 7,P COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S OTIFY ALL AGENCIES CONCERNED. rift RESPONSIBILITY TO N + C'�4+I77T7 1�-7777 V_5. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR 7 DRAINAGE FACILITIES. A SOIL STERILANT REGISTERED BY THE EPA. FOR USE 777 liUNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE ANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.6. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 303A, R13-TRANSI f TION SUMMIT AV PORTM, OF AND 303B, SHALL BE CONSTRUCTED AT EACH INTERSECTION. A- Gz -4 AND DRAINAG -C E IMPROVEMENTS HAVE BEEN CONSTRUCTED IN CONFORMANCE Pfi L 825+�7. THE PRIVATE ENGINEER HALL INSPECT AND CERTIFY THAT ALL PRIVATE ROAD PROJECT WITH THE UNE ANO GRADE OF THE APPROVED PLANS. ---- --- -- -------- Lo 8. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO t" , -___ -__ I__ ' -......... CL------------- +VERIFY DENSIFICATION TO 90% RELATIVE COMP ACTION (R.C.) AT VARYING DEPTHS Co.------ SITE TO MMiN 0.5% OF GRADING PLAN. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. 162a--'STED IN ACCORDANCE WITH THE 9. ALL LONGITUDINAL CUTS SHALL BE TE-SPECIFIED LIMITS AND FREQUENCY AS OUTLJNE0 IN SECTION 6 OF THE SAN T(FL OF-,CUR&_0 RIGHT.-BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. '7............................ ROUTE 30 10. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR A.C. DIKE, OR _T=CURB ANDIOR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS VICINITY MAP PORTION OF WORK UNTIL COMPLETION. a R_ NOT TO SCALE 11. N ENCROACHMENT PERMIT M THE COUNTY TRANSPORTATION DEPT. PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING OR BUILDING PERMIT. CONSTRUCTION NOTES ESTIMATE OF QUANTITIES 12. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR PROFILE 662 L.F. SEWER SYSTEM OR ESTIMATE OF QUANTITIES. CONSTRUCT 6s PCC CURB AND GUTTER PER SBCRD STD. DWG. NO. 116 VERT: I 4 12,544 S.F. 13. A PERMIT SHALL 13E OBTAINED FROM THE COUNTY TRANSPORTATION __ CONSTRUCT 3 AC PAVEMENT (Min,) OVER 8 OF 95% COMPACTED NATIVE DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 10+00 11+00 12+00 13+00 HORIZ: 1 40' PER GENERAL NOTE 117 CONSTRUCT 4' PCC SIDEWALK PER SBCRD STD. DWG. NO. 109 TYPE "C 4,921 S.F. 14. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING CONSTRUCT PCC DRIVE APPROACH PER SBCRD STD. DWG. NO. 128 200 S.F. GRADIENTS LESS THAN 0.50% SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO TRACT ACCEPTANCE. SECTIONS WHICH (�)_INSTALL STREET LIGHT (5800 LUMENS) I E.A.HAVE WATER PONDING MORE THAN 6 WIDE OR MORE MAN 4' LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO (�)_INSTALL STOP SIGN PER SBCRD STD. DWG. NO. 303A I EA REDUCE PONDING TO ME MAXIMUM SPECIFIED. (D--INSTALL STREET MARKER PER S8CR0 STD. DWG. NO. 303 1 EA. TI T DS WHICH REQUIRE RECONSTIRUCTION SHALL REMAIN WARDMAN BULLOCK (�)__INSTALL STREET SIGN "W53 I EA. OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS, DURING ACTUAL ROAD CONSTRUCTION. (�)_PAINT PAVEMENT MARKINGS, "STOP ND LIMIT LINE PER CALTRA,NS STD. PLAN A240 AND A24E I FIA. 6 3'3 678 S. 16. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF @)-CONSTRUCT CROSS GUTTER PER S6CR0 STD. M. 119 F. AN INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING RW I- 2 22' f' I-Ir �_ ,,, &_CONSTRUCT CJID61ALK RAMP PER SBCRO STD. D'G. I I OA 2 EA. PAVEMENT UNTIL SUCH 11ME IT WILL BE RELOCATED THREE (3) FEET BEHIND THE Z�4 r_- i 'i 30 NEW CURB AND IN THE VICINITY OF THE BEGINNING OF THE CURB RE71JRN OR AS LIMITS OF NEW AC PAVEMENT PER REVISIONS& @-REOVE EXISTING CONCRETE DRIVEWAY 2,660 S.F. OTHERWISE DIRECTED BY THE ENGINEER. (0, STREET IMPROVEMENT PLANS FOR 7 TRACT 13,5565 FILE NO. 1352, SHEETS 1,2,19 & 20 17. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED �___-121`�6 06 ' REMOVE EXISTING A.C. PAVEMENT 600 S.F. 4. 1341" oi STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO T14E SAN BERNARDINO Tr I 620.77 EXISTING EP i ' & 8 A.C. DIKE COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION + iC-4(A- (.6 1620.10 TION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT PERMITS SEC -RW SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF 0 A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR 2 25' 25' CN 0" - "I I- �� [ 12+89.84 BLUE SKY COURT C.L. INT. SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SANO EQUIVALENT TEST RESULTS� rot ALL R-VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. 12+00 13 lap "z'N89*3 1'2 I APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS 7# 18' 7# ,If% i T - - WARDMAN BULLOCK ROAD HAVE BEEN MET. 21+19.46 6*5' 6.5' (I 619.01 FS)?2 ci`�A 2%W RELOCATE EXISTING W7 SIGN BEHIND CURB GUTTER TRAFFIC CONTROL-GENERAL NOTES 2 U-) TO D 20+74.0 ECR----------1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH T'HE CURRENT EDITION OF RP_- 10+0 . 1617.55 Tq�' 2 Or:THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 16 I-51 FS ----1,616.88 Ft <-)<6 r-C14 ca SBCRD STD. DWG. 120A (OPTIONAL SIDEWALK LOCATION) 5� 6<5 /U')2. ALL S + 04 C14/ EXISTING STREET IMPROVEMENTS KINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 2 PER TRACT 13565 U'V11C MY COURT 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE ill) REFLECTIVE SHEETING, I FILE NO. 1357 N.T.S. EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. '7 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(A) AND 303(B). WARDMAN BULLOCK 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONtRACTOR. ROAD PRIVATE ENGINEER'S NOTICE TO CONTRACTOM REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR As DIRECTED BY COUNTY REPRESENTATIVE. SEE TRACT 13565 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS BOLVAE47 K Y`0 C V R T STREET IMPROVEMENT PLANS WERE OBTAINED BY SEARCH OF THE AVAILA13LE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE SHALL 13E INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVES. FILE NO. 1352 CTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND OR PRIVATE STREET GRADE OF T14E PROPOSED IMPROVEMENT. T14E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MKURES 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVEDIOBLITERATED, TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT AN RECORD OR SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE NOT SHOWN ON THESE PLANS. TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. CURVE DATA CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED C ONSTRUCTION 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME OLE AND COMPLETE RESPONSIBIOTY FOR REVIEW (WALK T'HROUGH) AND APPROVED OF TRAMC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. R L T RING ME COURSE OF CONSTRUCTION OF THE PRCUECT, INCLUDING SAFETY OF ALL PERSONS 0 A AND PROPERTY. THAT THIS REQUIREMENT SHALL 13E MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND MTN HIGH INTENSITY (FHWA TYPE Ill) REFLECTIVE Tlek�IC 01VISIdAl DA 7*,E ERA REES To DEF SHEETING. A *0.00' 2156'24'42" 165.07' --- NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTH AG ENO, INDEMNIFY AND HOLD B 60.00, 55'56'37' 58.58' 31.87' GRAPHIC SCALE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF MFFIC PERFORMANCE OF WORK ON THIS PRCE CT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE DESIGN 40 0 20 40 80 160 PROFESSIONAL. TION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT C 27.00' 89,31,55" 42.19' 26.78' I - - IF TRANSPORTATION. D 27.00' 9928'05" 42.63' 27,22' UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE WARN HALL BE DIAMOND GRADE FLUORESCENT ,REFLECTIVE SHEETING YELLOW-GREEN. E 167.00' 29*4433" 86.69' 44.35' I FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES TO OR USES OF T14ESE PLANS. ALL C14ANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS. I inch = 40 ft. BENCHMMK Prepared By: C TY F S N BER R STREET impnovEmENTnANS ALLARD EINGINEEHING DEPARTMENT OF PUBLIC WORKS FOUND CHIZELED IN THE ROAD NO. MIDDLE OF A CONCRETE HEADWALL, Civil Engineering - Land Surveying - Land Planning DESIGNED 9Y DRAWN BY -Tc-HECKEO BY APPROVED 6Y D A Rf'NC11 MAP No* 15550 C14 1VVVVV0e.%NVW0A&%" AT THE SOUTHWEST CORNER OF 8253 Sierra Avenus JJF MAG RA DIAL SUMMIT AVE. AND EA-ST ST. NO. 43976 Forritana, Caillor-rda 92M5 1 TWO Y- Exp. 6/30/05 ;a SUBITTED BY COE FILE NO. BEFOR CITY OF RANCHO CUCAMONGA (909) 356-1815 Fax (909) 357&1795 BLUE SKY COURT YOU D O B.M. NO. I55O RECOMMENDED APPROVED BY ASST. DIRECTOR OF rRANSPORTAPON DATE lep- 1 Cilvo-1-800-227-2600 el �-' (6. 1-oz,,,CAIL%� navid 9. Hammer, Dato A A s R1w R Im ELEVATION.- 1507.007 (expires &'V2005) PRIVATE," S14EET L�K REVISIONS TE LANO DMOPMENT ENGINEER DATE DIRECTOR OF TRANSPORTAPON DATE OF Ai.\D-WG\10402\STREETS\SHTI.0-WG