The URL can be used to link to this page

Home My WebLink About5127-1O BENCH MARK *ELEV. = 500.00 FT TION OF THE EXISTING 6556 HEMLOCK AVENUE AT THE FRONT DOOR. FINISHED FLOOR ELEVATION HOUSE LOCATED AT F.F. ELEVATION TAKEN * THESE DESIGN PLANS ARE BASED ON THE ASSUMED ELEVATION NOTED ABOVE. SAWCUT AND REMOVE EXIST. PAVEMENT 5' GRIND 0.10' MIN. OF EXIST: PAVEMENT AND OVERLAY 0.10' MIN. ON) t%i REMOVE EXIST. A.C. DIKE WHERE APPLICABLE REMOVE HEWER WHERE APPJCABLE EXIST. PAVEMENT NEW FAVEMENT DETAIL "A" N.T.S. LEGEND STREET IMPROVEMENT PLANS 6556 HEMLOCK AVENUE CITY OF FONTANA Tii -S CST -W T G - EX. EDGE OF PAVEMENT - TOE - TOP -EX.0/GSEWERUNE - EX. U/G PHONE CABLE - EX. U/G WATER UNE - NEW STORM DRAIN - EX. TELEPHONE UNE - EX. GAS UNE PVMT. HATCHING PRIVATE ENGINEER'S NOTE f0 CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UiLITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY UNES SHOWN ON TI -ESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL UABIUTY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWI ON THESE DRAWINGS. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO TERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS SHALL BE BROUGHT D THE ATTENTION OF THE DESIGN ENGINEER. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL YORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY AND FOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, E)CEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONCRETE NEW AC PAVEMENT PER CONST. NOTE COLD MILL EXISTING ASPHALT n tr w z U) z co ___J INTERSTATE 210 FREEWAY r SO. HIGHLAND AVE. INDEX MAP N.T.S. ABBREVIATIONS B.C. B.C.R. B.O.W. CATV. C.F. C/L C.P. E.C.R. P.R.C. E.C. E.G. E.P. EX. EXIST. F.H. P.B. PT. PVMT. R/W S.C.E. U.B. BEGIN CURVE BEGIN CURB RETURN BACK OF SIDEWALK CABLE TV CURB FACE CENTER UNE CROWN POINT END CURB RETURN POINT OF REVERSE CURVE END OF CURVE EDGE OF GUTTER EDGE OF PAVEMENT EXISTING EXISTING FIRE HYDRANT PACIFIC BELL POINT PAVEMENT RIGHT-OF-WAY SOUTHERN CALIFORNIA EDISON UTIUTY BOX 0.5' PROPOSED VEST R/W EXIST. R/V 1 le 5' 5' 2% 30' 34' C/L PCC SIDEWALK B & GUTTER 22' 2X 12' ASPHALT PAVEMENT 2% TYPICAL SECTION - HEMLOCK AVENUE SCALE N.T.S. 34' EAST R/V EXIT. GRADE CONSTRUCTION NOTES TAG NUMBER DESCRIPTION QUANTITY UNITS � CONSTRUCT 5' MINIMUM THiCK AC. PAVEMENT ON 12' MINIMUM OF 95% COMPACTED NATIVE SOIL PER CiTY OF FONTANA STD 400. 542 TON 0 CONSTRUCT A.C. DIKE PER CITY OF FONTANA STANDARD PLAN NO. 1007. 91 L.F. OCONSTRUCT 8' CURB AND GUTTER PER SECTION 'B' FOR PERVIOUS GUTTER. 490 L.F. 0 CONSTRUCT 4' THiCK PCC. SIDEWALK PER CiTY OF FONTANA STD 1006. (W=5') 2,940 S.F. 5a CONSTRUCT PARKWAY DRAIN PER CiTY OF FONTANA STD 3000. 1 EACH OEXISTING UTILITY TO BE REMOVED PER UTILITY COMPANY PLANS & SPECIFICATIONS. 3 EACH 0 EXISTING UTILITY TO BE RELOCATED PER UTILITY COMPANY PLANS & SPECIFICATIONS. 1 EACH CSAW J -CUT AND REMOVE 1' MIN. OF EXISTING A.C. PAVEMENT TO PROVIDE A NEAT JOINT PER DETAIL 'A' ON SHEET 1. 32 L.F. 0 CONSTRUCT COMMERCIAL DRIVEWAY PER CiTY OF FONTANA STD 1002, W=35' 840 S.F. (I)0 REMOVE EXISTING A.C. PAVEMENT. 7,130 S.F. 11 INSTALL 9500 LUMEN HPSV STREET LIGHT (100 WATT: 1110) 27 FT. LUMINAIRE HT.: POLES SHALL BE MARBLEUTE OR APPROVED EQUAL PER CiTY STD DWG 1404. 1 EACH , / •��/1�' COVING,CA 91791E 154 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK"). ALL REH_RENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONIFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REI-LRENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFUCT 1TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND MEITHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CiTY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT ENGINEERING DIVISION PIRIIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DiAIYS PRIOR TO THE START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 909-350-7610 5. THE CONTRACTOR SHALL . CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CAUFORNIIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY 'RAMC ENGINEER. 6. iT SHALL BE THE RESPO)NSIBffUTY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL . OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROW THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES (OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF TIRE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DEILRMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF 'THE CONTRACTOR TO DLIt.RMINE IN THE FIELD THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES AND ITO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL . COORDINATE CONSTRUCTION WiTH ALL UTILITY COMPANIES INCLUDING, BUT NOT UMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEINER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTTTUiY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAiN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO TTHE CENTERUNE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TIO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO TiHE city ENGINEER. 17. REMOVAL AND REPLACEMIENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEIX PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MiONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AN MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING AT ALL TIMES. 20. ALL GRADING OPERATiON:S SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL . NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBUC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKENI TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENITS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 11ME OF CONSTRUCTION AND SHALL_ CONFORM TO THE CiTY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE : SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEINER CONTRACTOR; SHALL STAMP AN "S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 28. NO CONCRETE SHALL BE: PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U11Lf1T1ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL S I LHILAI+IT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRiOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A1C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMI i i tU TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH 'GRADING. 33. ALL MANHOLES, CLEANOUJT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CtONSTRUCTION, CONTRACTOR SHALT.. RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL. DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CiTY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD WHO SHALL PROVIDE RECORD DRAWINIGS TO THE CiTY ENGINEER. ASP 1113-005 BASIS OF BEARING SHOULD CONSTRUCTION OF THE REQUIRED IMPROVE:ENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APROVAL SHOWN HEREON AND CARRIED FORTH IN A DILiGEN MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO TI -E PLANS TO CITY OF FONTANA .- = BEARING S89'39'56'E ALONG THE CENTERUNE OF HIGHLAND AVENLE Z RECORD OF SURVEY BOOK 99 PAGE 81, RECORDS OF SAN BERNURDINO MTV, WAS TAKEN AS THE BASIS OF BEARING.6556 �-- _ DIG ALERT CALL TOLL FREE SS ��S'�y'�l FERRIS JONES & CO. STREET IMPROVEMENT PLANS 4��cO \\F,t4 W. 1o�c�� y F m1 1 No. 38302 Ego 3-31 ..1 * �■� 'CONSULTING CIVIL ENGINEERS DRAWN BY: DH TITLE SHEET HEMLOCK AVENUE • EMLOCK AVE. % ' .' SO. HIGHLAND AVE. di SCALE: AS SHOWN 1-800-422-4133 , / •��/1�' COVING,CA 91791E 154 626-332-3368 (phone &FAX) sjo. s.rce302Oyahoo.com DESIGNED BY: SWJ DATE 6-10-14 TWO WORKING DAYS BEFORE YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS 4ND STANDARDS D DS IN EFFECT. i CSV,` �� ` RCE NO ��2 Z toCHECKED , j �` • • , ,o,,.� BY �� '� Z Z . ANG NO.: �1 Z7 UNDERGROUND SERVICE ALERT �t FCO�/i _ OF SOCALIFORNIA{& REV 1 REVISION DESCRI DATE , E�IGR, C�IY DATE Tu® EXP. 3/31/15 caw IN R�.C� 5� �..Y2