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HomeMy WebLinkAbout2173-1� P HIGHLAND ��c'D7/c0 AVENUE I w I 15 ww\ > w S ITE D - SOUTHERN ^`0� PA !'P/c w w / �/BA SE INE AVENUE f ,Q /SOUTH I TAG E CA 4 X0'9 Q 7 z z 2 MILLER AVENUE / ;uo �0 � \ /i °v A Z } \. z W FOOTHILL az BOULEVARD M> Y V) ,- U O I� w J ui AR ROW U HIGHWAY z VICINITY MAP NOT TO SCALE TYPICAL ROUGH GRADING; SECTIONS k/. PLA/V \ CF L / t WILLIAMSBURG PARKWAY /w /8' /9. S' /9•.S /8' � ©tIp lf4,D 0.5% /iV o , �\ LOCAL STREETS IV 7.-.5. Slr-IlA COURT RAW EXCAVATION SHRINKAGE (12.5%) OVER -EXCAVATION RE -COMPACTION SHRINKAGE OF OVER -EXCAVATION SUBSIDENCE (.15 FT. OF 293 ACRES) RAW FILL * TOTAL CUT (C,Y.) FILL (C,Y,) 197407 21426 21,833 47084 537705 571789 *VOLUMES SHOWN ARE IN. COMPACTED FORM ROUG GRADING FOR ,TRACT 13084 VILLAGE- OF HERITAGE �- BASE LINE AVENUE I 1plE!1L_ O ; TYPICAL L 0 T GRADING NOT TO SCALE u✓'92 - I.- ALL LOTS SHALL DRAIN TO THE STREET. 2. ALL DRAINAGE SWALES THAT ARE TO REMAIN ON SOIL SHALL HAVE A MIN. SLOPE OF 1.0%. 3. DRAINAGE AWAY FROM BUILDING PADS SHALL BE F C A01 f�, A MIN. OF 2.0%. INDEX MAP. NOT TO SCALE GENERAL NOTES 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED, 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO BE CERTIFIED BY SOI -LS ENGINEER. 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. ` 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 16 ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF CHAPTER 70 OF UBC 1985 .1 SOILS ENGINEER'S DECLARATION C.H.J. INCORPORATED HAS PREPARED A PRELIMINARY SOILS INVESTIGATION REPORT FOR TRACT NO. 13000-1, JOB NO. 85510-3, DATED JUNE 18, 1985. THIS REPORT.SHALL BE CONSIDERED .AS PART OF THIS PLAN AND ALL GRADING SHALL BE IN ACCORDANCE WITH SAID REPORT. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT 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. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. `HESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. _--- UTILITY NOTES: WATER: CUCAMONGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD CUCAMONGA, CA .91730 (714) 987-2591 i SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA) CA 92335 (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 MR. DAVE JONES i GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 MR. LOU WESTFALL TELEPHONE: PACIFIC TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA 91370 m LEGEND: T.C. ------- TOP OF CURB ELEVAT I ON E.I'/y'T/NG cOrVTO�/R so' F.S.----�--- FINISHED SURFACE ELEVATION F.L. ------- FLOW LINE ELEVATION, Pf?D.�OSEf CO/YTOUrQ /z•s� I ,S� SL411WAZO641 71NIZAVdID , �E.e �L9� L VEL I *X11- �� PAD 0. s �Jb ------- H.P. ------- PAD ELEVATION HIGH POINT ELEVATION ��T s PeR RL A"/ DIRECTION OF F 1! ON ROUGH GRADING �1 ELEVATION PLAN. DEVELOPER ACCEPTS RESPONSIBILITY 120 ------- EXISTING SPOT ., 0 . OF GRADING AND WILL MAKE NECESSARY CHANGES LOCAL STREET TILT SECTION TO CONFORM TO APPROVED STREETPLANS. G.B. ------- GRADE BREAK N. 77 5, T. W. ------- TOP OF WALL R/DE'OC/T COCJRT,REDOAIDO COURT, ------- T.F. TOP OF FOOTING ME NDOC /NO C O UR T RAW EXCAVATION SHRINKAGE (12.5%) OVER -EXCAVATION RE -COMPACTION SHRINKAGE OF OVER -EXCAVATION SUBSIDENCE (.15 FT. OF 293 ACRES) RAW FILL * TOTAL CUT (C,Y.) FILL (C,Y,) 197407 21426 21,833 47084 537705 571789 *VOLUMES SHOWN ARE IN. COMPACTED FORM ROUG GRADING FOR ,TRACT 13084 VILLAGE- OF HERITAGE �- BASE LINE AVENUE I 1plE!1L_ O ; TYPICAL L 0 T GRADING NOT TO SCALE u✓'92 - I.- ALL LOTS SHALL DRAIN TO THE STREET. 2. ALL DRAINAGE SWALES THAT ARE TO REMAIN ON SOIL SHALL HAVE A MIN. SLOPE OF 1.0%. 3. DRAINAGE AWAY FROM BUILDING PADS SHALL BE F C A01 f�, A MIN. OF 2.0%. INDEX MAP. NOT TO SCALE GENERAL NOTES 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED, 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO BE CERTIFIED BY SOI -LS ENGINEER. 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. ` 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 16 ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF CHAPTER 70 OF UBC 1985 .1 SOILS ENGINEER'S DECLARATION C.H.J. INCORPORATED HAS PREPARED A PRELIMINARY SOILS INVESTIGATION REPORT FOR TRACT NO. 13000-1, JOB NO. 85510-3, DATED JUNE 18, 1985. THIS REPORT.SHALL BE CONSIDERED .AS PART OF THIS PLAN AND ALL GRADING SHALL BE IN ACCORDANCE WITH SAID REPORT. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT 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. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. `HESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. _--- UTILITY NOTES: WATER: CUCAMONGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD CUCAMONGA, CA .91730 (714) 987-2591 i SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA) CA 92335 (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 MR. DAVE JONES i GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 MR. LOU WESTFALL TELEPHONE: PACIFIC TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA 91370 m LEGEND: T.C. ------- TOP OF CURB ELEVAT I ON E.I'/y'T/NG cOrVTO�/R F.S.----�--- FINISHED SURFACE ELEVATION F.L. ------- FLOW LINE ELEVATION, Pf?D.�OSEf CO/YTOUrQ F.G.------- �—.—------- FINISH GROUND ELEVATION SHEET MATCH LINE SL411WAZO641 71NIZAVdID , s _ _------- TRACT BOUNDARY *X11- �� CITY STATEMENT OF NC ,RESPONSIBILITY ------- H.P. ------- PAD ELEVATION HIGH POINT ELEVATION ��T BUILDING DEPARTMENT OF THE CITY OF FONTANA ACCEPTS NO RESPONSIBILITY FOR ELEVATIONS SHOWN DIRECTION OF F ,a},/�✓ ON ROUGH GRADING �1 ELEVATION PLAN. DEVELOPER ACCEPTS RESPONSIBILITY 120 ------- EXISTING SPOT ., 0 . OF GRADING AND WILL MAKE NECESSARY CHANGES _ _------- RIDGE LINE TO CONFORM TO APPROVED STREETPLANS. G.B. ------- GRADE BREAK T. W. ------- TOP OF WALL , IJ 62 m ------- T.F. TOP OF FOOTING Y_f;"! -T--�------- INDICATES 2:1 SLOPE " ,` �� �`� DAT ------- —fi INDICATES YARD GRADE 3:1 MAX • 0�.. ' �1' 1 !(I ° J.N. 3820-025