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HomeMy WebLinkAbout1786GENERAL 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 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 PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, 14ATER 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 OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVES 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 WORKING AROUND THEIR FACILITIES. 8. ALL BACKFILL SHALL BE CERTIFIED BY THE SOILS ENGINEER. 9. ALL MATERIALS AND METHODS TO 3E SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.), AND MINIMUM COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. t 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. f - 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 14. IF EXISTING UTILITIES OR 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 FONTANA. PAVING NOTES Actual thickness of base material to be determined by soil test and recommendations by the Soils Engineer. R -values, sand equivalents and structural section of streets shall be submitted to the City of Fontana_for approval upon completion of rough grading. Care shall be taken to prevent grades, ditches and swales from undermining street improvements. Upon inspection of the site, the City Engineer may require temporary gunite swales entering or leaving improvement areas. Pavement sections shown are minimum and are subject to revision and approval of the City as required by soils tests taken after completion of rough grading. PRIVATE ENGINEER'S NOTE T:ie private engineer signing these plans Is responsible for assuring the accuracy and acceptability of the work hereon, In the event of discrepancies arisisng during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the city. !2IVERSIDE BLUEPRINT . RIVERSIDE, CALIF. CONSTRUCTION NOTES O CONSTRUCT 51' A.C. OVER COMPACTED NATIVE SOIL PER TYPICAL SECTION SHOWN HEREON. CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA_FTD..DETAIL NO. 101 (81''CURB FACE). CONSTRUCT CONCRETE SIDEWALK 5' WIDE PER CITY OF' FONTANA STD. DETAILS NO. 100-A AND 105-A. 4� CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. DETAIL NO. 102-C. A.C. OVERLAY MINIMUM 1" THICK. �6 CONSTRUCT S I DEWALK DRA I N , PE 12: C11 Y -0 F Q NT tV A 5YD NG 12 - O(�" SkWtr R LATERAL, EX15 T 0.14 /SND FXT6N5IQN,,A5 BUILT A -r 12l?L:4� 1 I4 N 4k I(u gPU:6-T02, Ag0LJ 1 '7`1018°}, OINSTALL I ea 22.ODO 14.PS. Lame -tai ^ GbCiRA IfC--Ala cur DP",V' OAJ A 3O' ORNAtMcurAL PoLc WITH 6 ARID/. --1 REV I'St ONS: I SITC N 1401CA ,r victm I -r Y ITEM A.C. PAVEMENT 8" CURB & GUTTER SIDEWALK DR I.VEWAY A.C. OVERLAY / DELINEATORS 5IOE4VALk PRAIN QUANTITY 26,7�5-- S. F. .3/,' - L. F. /698 S. F. ¢46 S. F. �soa S. F. EA. / EA ' X05"I C)NSPEC I AL NOTE FROM ENG I NEER TO CONTRACTOR. i',-�Y �:x ��� �''' {: - �` No g L,- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE � & , :3z ,1992 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL �.. N CIVIL *1 �� PERSONS AND PROPERTY; THAT THIS REQU_LREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMIT ED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL .DEFEND INDEMNIFY AND HOLD Y 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 r.. ARISING FROM.. THE SQLE.NEGLI,GENCE OF THE ENGINEER OR THE OWNER. 1G*1V6�t`S Cis/ P✓>i2aVA oN,G �P�2�,f,� o��� . 'CITY o f FONTANA, CALIF.ORNIA NORTON ENGINEERING PUBLIC W O U S D E PA R I M -E l T Y 22858 PALM AVENUE,- GRAND TERRACE, CALIF. 92324 - RA NN SCA L c: (714) 783.0189 (-Id2• (' - 40'FO TANA QVENU M�rrd/ A i�• ate - 4 7/ ltl2r'c�6 X198, "� /�/dFZGE[ A/%g _P �Z 3/B f�.Z8I8i y AJ:__R._ Hor_torl, Date /X`PPROv� ,- - - - _. _ L"it- IwT�R/All 6- i- SEP Rcc,25!•"Z6