The URL can be used to link to this page

Home My WebLink About5542-1GENERAL 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 REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DMSION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TQ THE START OF ANY WORK IN PUBLIC 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 CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-MEIRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEUNEATORS 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 FROM 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 THE 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 DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACIUTIES. 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 REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE 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 TO 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND' REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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 WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 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 AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS 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 PUBLIC 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 TAKEN 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 IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME 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 SEWER 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 UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT 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 A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL 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 DRAWINGS TO THE CITY IMPORTANT NOTICE SECTION 4212/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. CITY OF FONTANA OFF-SITE SIGNING AND STRIPING PLAN FOR TRACT NO. 18881 SHE ET 3 SHEET 4 VII >- II , II ,II I SHEET 5 H SIERRA LAKES PARKWAY TRA T 1881 Cq 1- UU LIU OD 0 LOT L MEI /Wan /al /MINK 41,70=E n1111 ---,-• mum INEN'a=111M Eng 'M Inn 'Dr" - 36 35 34 NORTH FRONTAGE RO D I GENERAL NOTES FOR SING AND STRIPING 11111 `u I R 1 -I-4 I l r R 33 32 31 30 29 28 27 26 1IIIIIi111 1111. 1 TUSH INDEX MAP SCALE. 1 "-100' 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DMSION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CI1Y TRAFFIC ENGINEER. 3. TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. 4. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS", "STANDARD SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST NON -METRIC EDITIONS. 5. 24 HOURS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF CONTROL POINTS OR "CAT -TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC ENGINEER. 7. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 8. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 9. STENCILS USED FOR PAVEMENT MARKINGS AND LEGENDS SHALL MATCH CITY OF FONTANA STANDARD STENCILS EXACTLY. 10. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. 11. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON THE PLANS. 12. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BASIS OF BEARINGS: THE BEARING NORTH 89'36'42" WESTON THE CENTERLINE OF HIGHLAND AVENUE AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 111 PAGES 99-106, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, WAS USED AS THE BASE OF BEARINGS. BENCHMARK BK 4016/1806 S.BER.CO. FOUND CHISELED "+"AT THE SOUTH WEST CORNER OF FLOOD CONTROL HEADWALL ON THE EAST SIDE OF BEECH AVENUE 900'± NORTH OF SOUTH HIGHLAND AVENUE. ELEVATION: 1473.52' 'I • .; u_f. 15 LLJ (1) SIERRA LAKES PARKWAY //////// SI TES N. FRONTAGE RD. 1 W HEMLOCK AVE. 210 HIGLAND AVE. VICINITY MAP N.T.S. ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES, AND LIDS, ETC. FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY INSPECTOR PRIOR TO FINAL INSPECTION. CITY OF FONTANA UTILITY U N OTI FI CATI O N LIST CITY OF FONTANA 8583 SIERRA AVENUE FONTANA, CA 92335 909.350.6632 CITY OF FONTANA SEWER SERVICE 8353 SIERRA AVENUE FONTANA, CA 92335 909.350.7670 LEGEND TRACT BOUNDARY PROPOSED R/W LOT LINES PROPOSED LOT NUMBER STREET UGHT (S.L.) FIRE HYDRANT SIGNAUZED INTERSECTION FONTANA WATE 909.822.2201 SOUTHERN CA 800.655.4555 SOUTHERN CA 800.427.2200 R COMPANY EDISON COMPANY GAS COMPANY TIME WARNER CABLE 9280 SIERRA AVENUE #G FONTANA, CA 92335 888.892.2253 5 SHEET INDEX ABBREVIATIONS AC BW C.L. EX. FF FG FS FH FL G GB HP LF MAX MH MIN PL ROW S= SD SWR SS TC TF TG TW TYP WM WV ASPHALT CONCRETE BACK OF WALK CENTERLINE EXISTING FINISHED FLOOR FINISHED GRADE FINISHED SURFACE FIRE HYDRANT FLOW LINE GAS GRADE BREAK HIGH POINT LINEAL FEET MAXIMUM MANHOLE MINIMUM PROPERTY LINE RIGHT OF WAY SLOPE OF PIPE STORM DRAIN SEWER SANITARY SEWER TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF WALL TYPICAL WATER WATER METER WATER VALVE TITLE SHEET & INDEX MAP SIGNING & STRIPING PLAN - HEMLOCK AVENUE SIGNING & STRIPING PLAN - SIERRA LAKES AVENUE 2 3-5 O c0 0 L 0 0 0 O co O z O O 0- O > O z U: \2015\15-2095 Stonehaven\Improvements\Offsite\Signing and Striping\152095_SHEET 01.dwg, Updated: � A T ET DIAL TWO WORKING BEFORE ± - I DAYS BEFORE YOU DIG- V YOU DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. DESCRIPTION DATE ENGR. aiY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Prepared Under Supervision Of: is ADAMS STREETER Civil Engineers 15 Corporate Part, Irvine, CA 92606 I 949.474.2330 1 adams lssYrmm k,04 Date: 11/01/16 NICHOLAS A. STREETER R.C.E. 70862 CITY OF FONTANA, CALIFORNIA LU PLAN SET: (.0 0 0 Li 0 OFF-SITE SIGNING AND STRIPING PLAN DRAWN BY: MO DESIGNED BY: MO TRACT 18881 TITLE SHEET & INDEX MAP CHECKED BY: N5 APPROVE' CITY E GINEER DAT' C. R.C.E.. 51152 SCALE: AS SHOWN DATE 11/01/2016 DRAWING NO.: 1 5542 /5 CALATLANTIC HOMES PLAN CONTROL //f / // -` .7 46 45 44 ,/ / '3 r 42 // / \ 41 40 39 / - // - _�� i---/ .-��• ---,-• mum INEN'a=111M Eng 'M Inn 'Dr" - 36 35 34 NORTH FRONTAGE RO D I GENERAL NOTES FOR SING AND STRIPING 11111 `u I R 1 -I-4 I l r R 33 32 31 30 29 28 27 26 1IIIIIi111 1111. 1 TUSH INDEX MAP SCALE. 1 "-100' 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DMSION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CI1Y TRAFFIC ENGINEER. 3. TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. 4. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS", "STANDARD SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST NON -METRIC EDITIONS. 5. 24 HOURS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF CONTROL POINTS OR "CAT -TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC ENGINEER. 7. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 8. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 9. STENCILS USED FOR PAVEMENT MARKINGS AND LEGENDS SHALL MATCH CITY OF FONTANA STANDARD STENCILS EXACTLY. 10. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. 11. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON THE PLANS. 12. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BASIS OF BEARINGS: THE BEARING NORTH 89'36'42" WESTON THE CENTERLINE OF HIGHLAND AVENUE AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 111 PAGES 99-106, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, WAS USED AS THE BASE OF BEARINGS. BENCHMARK BK 4016/1806 S.BER.CO. FOUND CHISELED "+"AT THE SOUTH WEST CORNER OF FLOOD CONTROL HEADWALL ON THE EAST SIDE OF BEECH AVENUE 900'± NORTH OF SOUTH HIGHLAND AVENUE. ELEVATION: 1473.52' 'I • .; u_f. 15 LLJ (1) SIERRA LAKES PARKWAY //////// SI TES N. FRONTAGE RD. 1 W HEMLOCK AVE. 210 HIGLAND AVE. VICINITY MAP N.T.S. ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES, AND LIDS, ETC. FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY INSPECTOR PRIOR TO FINAL INSPECTION. CITY OF FONTANA UTILITY U N OTI FI CATI O N LIST CITY OF FONTANA 8583 SIERRA AVENUE FONTANA, CA 92335 909.350.6632 CITY OF FONTANA SEWER SERVICE 8353 SIERRA AVENUE FONTANA, CA 92335 909.350.7670 LEGEND TRACT BOUNDARY PROPOSED R/W LOT LINES PROPOSED LOT NUMBER STREET UGHT (S.L.) FIRE HYDRANT SIGNAUZED INTERSECTION FONTANA WATE 909.822.2201 SOUTHERN CA 800.655.4555 SOUTHERN CA 800.427.2200 R COMPANY EDISON COMPANY GAS COMPANY TIME WARNER CABLE 9280 SIERRA AVENUE #G FONTANA, CA 92335 888.892.2253 5 SHEET INDEX ABBREVIATIONS AC BW C.L. EX. FF FG FS FH FL G GB HP LF MAX MH MIN PL ROW S= SD SWR SS TC TF TG TW TYP WM WV ASPHALT CONCRETE BACK OF WALK CENTERLINE EXISTING FINISHED FLOOR FINISHED GRADE FINISHED SURFACE FIRE HYDRANT FLOW LINE GAS GRADE BREAK HIGH POINT LINEAL FEET MAXIMUM MANHOLE MINIMUM PROPERTY LINE RIGHT OF WAY SLOPE OF PIPE STORM DRAIN SEWER SANITARY SEWER TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF WALL TYPICAL WATER WATER METER WATER VALVE TITLE SHEET & INDEX MAP SIGNING & STRIPING PLAN - HEMLOCK AVENUE SIGNING & STRIPING PLAN - SIERRA LAKES AVENUE 2 3-5 O c0 0 L 0 0 0 O co O z O O 0- O > O z U: \2015\15-2095 Stonehaven\Improvements\Offsite\Signing and Striping\152095_SHEET 01.dwg, Updated: � A T ET DIAL TWO WORKING BEFORE ± - I DAYS BEFORE YOU DIG- V YOU DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. DESCRIPTION DATE ENGR. aiY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Prepared Under Supervision Of: is ADAMS STREETER Civil Engineers 15 Corporate Part, Irvine, CA 92606 I 949.474.2330 1 adams lssYrmm k,04 Date: 11/01/16 NICHOLAS A. STREETER R.C.E. 70862 CITY OF FONTANA, CALIFORNIA LU PLAN SET: (.0 0 0 Li 0 OFF-SITE SIGNING AND STRIPING PLAN DRAWN BY: MO DESIGNED BY: MO TRACT 18881 TITLE SHEET & INDEX MAP CHECKED BY: N5 APPROVE' CITY E GINEER DAT' C. R.C.E.. 51152 SCALE: AS SHOWN DATE 11/01/2016 DRAWING NO.: 1 5542 /5 CALATLANTIC HOMES PLAN CONTROL