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Home My WebLink About5340-1 GENERAL NOTES TRAFFIC CONTROL — GENERAL NOTES CONSTRUCT/ON NOTES QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND O CONSTRUCT_" A.C. OVER_" CAB. (CLASS II) PER GENERAL NOTE /11. 7,713 SF. THE SAN BERNARDINO COUNTY STANDARDS AND SPEC/FICA 770NS. 0 CONSTRUCT 8" CURB & GUTTER PER SAN BERNARD/NO COUNTY STD. 115. 166 L.F. NOTE 1: ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN 3 CONSTRUCT CONCRETE DRIVE APPROACH PER SAN BERNARD/NO COUNTY STD. 129B. 186 S.F. 2 A PERMIT FROM THE SAN BERNARDINO COUNTY DEPARTMENT CONFORMANCE WITH THE MUTCD 2003 AND THE CALIFORNIA (w=28; R=72) OF PUBLIC WORKS WILL BE REQUIRED PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY SUPPLEMENT TO THE MUTCD 2003. 0 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER SAN BERNARDINO COUNTY STD. 109, TYPE C 1060 SF. O5 CONSTRUCT REDWOOD HEADER PER DETAIL HEREON. 345 L.F. RIGHTS OF WAY OR EASEMENTS. NOTE 2: ALL STRIPING (LONG LINE) AND PAVEMENT MARKINGS SHALL BE JO3. ALL PIPELINES OR SUBSTRUCTURES OF ANY K/ND AND TELEPHONE RETRORELEC T/VE PAINT 0 SAWCUT EX/STING A.C. TO FORM SMOOTHPER N. 508 L.F. OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. O7 PAINT 4" WH/TE STRIPE PER CAL TRANS DETAIL .74:27 B, so0 L.F. NOTE SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF 3: ALL SIGNS SHALL BE HIGH INTENSITY (FHWA TYPE 111/l V) 0 INSTALL DELINEATOR (TYPE F) PER CALTRANS 57D. . A37c, 8 EA. THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE RETROREFLECT/VE SHEET/NG EXCEPT. Os CONSTRUCT 0.10' MINIMUM A.C. OVERLAY. 1,014 S.F. IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR REMOVAL NOTES RELOCATED AT DEVELOPERS EXPENSE AND AT NO COST TO THE A. STOP SIGNS SHALL BE DIAMOND GRAD (FHWA TYPE V/l IN SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS IT RURAL SETTINGS AND TYPE IX IN URBAN SETTING) 110 L.F. SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES RETROREFLECTIVE SHEETING. �1 REMOVE EXISTING CHAIN LINK FENCE. 2 EA. CONCERNED. ❑2 REMOVE EXISTING TREE. B. "NO PARKING" SIGNS SHALL BE OF SUPER ENGINEERING 4. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE GRADE (FHWA TYPE II) RETROREFLECTIVE SHEETING. HOLD HARMLESS AND INDEMNIFICATION CLAUSE COUNTY DEPARTMENT OF PUBLIC WORKS PR/OR TO MAKING C. SCHOOL SIGNS SHALL B OF DIAMOND GRADE (FHWA TYPE IX) APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING CONTRACTOR AGREES THAT HE/SHE ASSUME SOLE RESPONSIBILITY FOR JOB SITE PERMIT. FLUORESCENT YELLOW GREEN (FYG) RETROREFLECTIVE SHEETING. CONDI TIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING 5. ALL 0.40% OR LESS CURB GRADES SHALL BE STAKED AT 25 FT. D. STREET NAME MARKERS SHALL BE OF DIAMOND GRADE SAFETY OF CONDI77ONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE (FHWA TYPE IX) RETROREFLECTIVE SHEETING AND CONFORM TO INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT POURING CONCRETE. COUNTY STANDARD 303. SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, 6. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR E. CONSTRUCTION SIGN SHALL BE OF DIAMOND GRADE (FHWA THE COUNTY OF SAN BERNARDINO, AND THE ENGINEER HARMLESS FROM ANY AND ALL DIKES OR CURB AND/ORINGCURB AND GUTTER. THE CONTRACTOR TYPE IX) FLUORESCENT ORANGE RETROREFLECT/VE SHEETING. LIABILITY, REAL OR ALLEGED, IN CONNECTION WLTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL NOTE 4: ALL DELINEATORS, CHANNELIZERS, AND OBJECT MARKERS SHALL BE OWNER, OR THE ENGINEER. COMPLETION. FHWA TYPE VII RETROREFLECTIVE SHEETING. 7. CURB AND GUTTER, CROSS-GUTTERS AND SPANDRELS SHALL BE SO PRI VA TE ENGINEER'S NOTE TO CONTRACTOR CONSTRUCTEDTHAT A MINIMGM OF POND/NS OCCURS;NELSECTIONSAL NOTE 5: SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY HAV/NG GRADIENTS OF 0509' OR FLATTER SHALL BE WATER TESTED STANDARDS 303(A) AND 303(5). THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UT/L/TY PIPES AND IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO NOTE 6: ALL CONFL/C77NG STRIPING AND PAVEMENT MARKINGS NOT SHOWN STRUCTURES OR CONDUITS SHOWN ON THESE PLANS WERE OBTAINED BY A ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE ON PLANS SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THAN 6" WIDE OR MORE THAN 4 FT. LONG SHALL BE SAWCUT AND SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS REMOVED IN LENGTHS NOT LESS THAN 4 FT AND REPLACED TO DIRECTED BY COUNTY REPRESENTATIVE. - THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD NOTE 7: ALL CONFLICTING SIGNS SHALL BE REMOVED, RELOCATED, OR OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS 8. EXISTING COUNTY ROADS, WHICH WILL REQUIRE COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE RESPONSIBILITY TO NOTIFY THE OWNERS OF 7HE UTILITIES OR RECONSTRUCTION, SHALL REMAIN OPEN FOR TRAFFIC AT ALL INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY STRUCTURES CONCERNED BEFORE STAR77NG WORK CONTRACTOR FURTHER TIMES, WITH ADEQUATE DETOURS DURING ACTUAL COUNTY REPRESENTATIVE. ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND CONSTRUCTION. UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON NOTE 8: ALL EXISTING SIGNS, STRIPING AND PAVEMENT MARKINGS (El. CROSS THESE PLANS. 9. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE STREET STOP, STOP LIMIT LINE AND CROSSWALK PAVEMENT OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED MARKINGS) NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL ACTUAL THICKNESS OF BASE MATERML TO BE DETERMINED BY SOIL TEST AND BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH RECOMMENDED BY THE SOILS ENGINEER. R-VALUES, SAND EQUIVALENTS AND UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED THE CURRENT EDI TION OF THE MU TCD 2003 AND CALIFORNIA STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE COUNTY OF RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SUPPLEMENT TO THE MUTCD 2003. SAN BERNARDINO FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 10. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH NOTE 9: THE CONTRACTOR SHALL NO77FY COUNTY REPRESEN TA 77 VE TO CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUB-GRADES SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH TRAFFIC DIVISION UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO COUNTY ENGINEER MAY REQUIRE TEMPORARY GUNl7E SWALES, ENTERING OR A WRITTEN REPORT WITH THESE COMPACHON TESTS SHALL BE PROJECT ACCEPTANCE. LEAVING IMPROVEMENTS. SUBMI TTED TO THE CONTRACTS ADMINISTRATION DIVISION OF SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAL AND/OR SURFACING. 77. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED LEGEND BY THE ENGINEER TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMITS BW BACK OF WALK SEC/70N, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT EG EXISTING GRADE SECTION THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING LOCATION OF FG FINISH GRADE SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST FS FINISH SURFACE SECTION AND TEST DATA SHEETS FOR ALL R-VALUE TEST PERFORMED, • TC TOP OF CURB RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST FL FLOW LINE DATA SHEETS FOR ALL R-VALUE TESTS PERFORMED, INCLUDING EXPANSION EP EDGE OF PAVEMENT PRESSURE READINGS APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL FF FINISH FLOOR SECTION REQUIREMENTS HAVE BEEN MET. PAD PAD GRADE 72. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL TW TOP OF WALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY DEPARTMENT OF TF TOP OF FOOTING PUBLIC WORKS FIELD ENGINEERING DIVISION, PERMIT SECTION LIST/NG VALLEY BOULEVARD HP HIGH POINT ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY- LP LOW POINT CF CURB FACE R/W A. R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF SAN BERNARDINO FREEWAY TG TOP OF GRATE • f AGGREGATE BASES. TRW TOP OF RETAINING WALL B. STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT EDF EXTRA DEPTH FOOTING SURFACING. STOVER AVENUE INV INVERT OF PIPE 44' _ TOP OF SLOPE 13. DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE i RATE OF SLOPE _ 12' — 32' REDWOOD HEADER (2X8) WATER OR SEWER SYSTEM OR ES77MATE OF QUANTITIES. -p i I m cn SLOPE TOP Q TOE OF SLOPE m OF STAKE y ITE ��0 EXISTING CONTOUR9' 14' -`Z m J\ _ 55' 6.5' - - FINISH SURFACE SPECIAL NOTE FROM PR/VA TE ENGINEER TO CONTRACTOR i SANTA ANA AVENUE — -S- - EXISTING SEWER 1-111=111=111=I i 1=111=111=M I I I-1 I 1=1 I I-1 I EEI I 1=1 I 1=1 I 1=1 I Hi L 1' I -111—III-111-111-1 I I—I I I =11E11 1=1I 1=1 11—=11E11 I=1 11=' - -W- - EXISTING WATER 2' MIN 1 I I-1 I�—III-III—III \ �, - t -I , LI E---1 I(=1 I I-I i 1=1 11=111-I 11-� CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY oq 3.4%) //�j�j7///�/�/�/ j\j \j\j\�j\J ISI I,-\\ ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE Q EXISTING FIRE HYDRANT Y 10 / ./� / / REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE PROPOSED CURB OUTLET ! 10 23% if �_ //\\\\\\\/\\/\\/ //�////�/// / CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 0 WI O /\/\//� \�.�\/ /\\\ \ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THISjl NOTE REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT LIMITED FINISH CONTOURS O USE 16d GALVANIZED NAILS - - �I TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER _ _ -o- JI . 2'X4 x24" REDWOOD U USE 1 X12 X2"-0" SPLICE AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESSQI BLOCK A T SPLICES STAKE A T 2'-6" aC. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH —o '� DAYLIGHT LINE "i THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. REDWOOD HEADER0 5 VICINITY MAP ASPHALT PAVING NTS NTS SIDEWALK �� REMOVAL TYPICAL SECTIONS DILA j ' ROAD CLOSURE NOTE SANTA ANA AVENUE PRIOR TO CONTRACTOR CLOSING (FULL CLOSURE) OF ANY AFFECTED ROADS FOR THE PROPOSED OVERLAY ` .: DIAL TOLLFREE CONSTRUCT/ON A LETTER REQUESTING THE ROAD CLOSURE SHALL BE SUBMITTED BY THE 1-800-2-227-2600 CONTRACTOR TO TRAFFIC DIVISION ALONG WITH A DETOUR MAP. THIS DIVISION WILL REVIEW AT LEAST TWO DAYS ROAD CLOSURE REQUEST AND DETOUR MAP WITH INPUT FROM TRAFFIC DIVISION PRIOR TO '2.6 BEFORE YOU DIG GRANTING ROAD CLOSURE. �� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CHIEF TRAFFIC DI V/SI N DATE LEGAL DESCRIPTION: OWNER: BENCHMARK: _ LAND 2313 E. Philadelphia Street, Ste. F COUNTY OF SAN BERNARDINO W.O. NO. BDK p(20F. - i Ontario, CA 91761 FIELD BOOK REF. STREET IMPROVEMENT PLAN THE EAST 1/2 OF THE WEST 1 2 OF THE 14435SANTAAVENUE £/6 � a� FAx (sosj s3o-lass/ / Rc, Fc DEPARTMENT OF PUBLIC WORKSEAST 1/2 OF LOT 1053 AS SHOWN ON R.R. SP/KE IN P.P. NO. 71833 N.E. �S� �� DEVELOPMENT DESIGNED BY: DRAWN BY: CHECKED BY: ROAD NO. 730800 FONTANA, CA APPROVED BY:THEMAP OF THE SUBD/W9SlON OF THEr� DESIGN PLANNING (714) 842-9057 CORNER OF POPLAR AND SANTA ANA AVE. KJR VR KJR FONTANA FILE NO. SEMI-TROPIC LAND AND WA TER CO. IN No. 43714 CIVIL SANTA ANA AVENUE INE COUNTY OF SAN BERNARDINO * Exp. 3/31/2007 * CORPORA TION SURVEYING 144-145 COUNTY, STATE OF CALIFORNIA PER MAP ASST DIRECTOR OF PUBLIC WORKS DATE PREPA ND THE SUPERVISION OF: SUBMITTED B . C.D.E TITLE SHEET RECORDED IN BOOK 11 OF MAPS, PAGE / RECOMMEND' APR vE Y: SHEET 12, RECORDS OF SAID COUNTY RECORDER. 6'47 CIVIC R P V j( YY �� 1 7 �/� ELEVATION: 1019.83 f OF CA1_1FOa K I RICHER /, /�j' 17`'�� — R.C.E. 43714 LIC. EXP. 3/31/2007 $ X!/S MARK REVISIONS APPR DATE LAND DEVEU• :IN R I D TIE DIRECTOR OF PUBLIC WORKS DATE AP# 236-181-10 JN 4055 OF 2 5340-1