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Home My WebLink About1362-1&-s- Hwy. /0 a s[OYER AVENUE Q W w Q Z l/MP,4 a' .4VEN!!E PROJECT- . ,., SITE G . e VICINITY MAE No SCALE WAN ss 94 .53 sz 22 23 24 25 26 27 29 29 30 31 1 28 29 Zo J �V 39 38 3T 36 35 84 33 32 1 27 mom 4d .8 ¢o � ,a 17 4-1 17 /6 1 /S N�� 43 /S S6E _- STREET IMPROVEMENT PLANS TRACT N0. 12681 FONTANA , CALIFORNIA 19 W1 zD41 ir Z4 _T l�) 22 23 S/ I I 1 43 5,o 1 1S 1 ; I /2 a :�JJ -r�Jr R 1\1 rorR��lJ T �0oaoo u -r j � ITY 30 ¢3 45 32- 41 47 �373 40 Q � 48 l� 3� � 39 p, 'f 9 'C 38 �U � so 36 37 I .I4I r/YE 10/L 1 .. SCALE: Irl= 100' TYPICAL STREET SECTION 0 SCALE R/W ho. •!/pLK CONSTRUCTION NOTES AND QUANTITY ESTIMATES N04 ITEM QUANTITY UN IT i CONS r/MIC r 2 % "A.C. OYER /Z" COMPAc71CO NAr/v,C SOiZ 117,700 s. F- CoNvxelcr CONmerE c!/ea A/yo Gar7-ee <�"C� PE�e z20 t.F CirY of FON7r1Nr9 57ANOAR,D t�E7"A�L io/J. 3 Q1YwTiQelcr. CONCRcTE C!/R,c3 AN,D OU7`7"E9 (B"c F PSR i 09P 4-F ClrY OF FON7"ANA •✓r, 4/YOAR,0 0�7'A/L /O/.) cONa neelcr CONCRarE alga 41yo oe.Irme e -W III 265 ,C.F 7-RAIII 71, oN ro a "cam PE2 ciTYovm,OlYm,oYA 5ro. o,'Tio C01YS7 -e1C7" STANOAR,0 CROSS 49a7 7"Zie.4iYO 5PM//QPE . ,oI! C1 r)' OF FONT411.4 .5 -"4NOAR42 47AE7 41,4 /0'0 C0N57"Rl/C7 -1 " MIC& CONCRE?E 51jCWWA4I PY/07f/ Z51.9 76 ✓,R ANO LOiCAr/ON / F/e FL,JN. AiC/4/ST VAL 1/=5 COYE.e5 7'0 NEW &IFA,0e 8 A,O✓IlST lAWl7M ' COYe25 ?'O GRADE REve,aETA/1_ /09 13 11 9 CON57ieaCT iPAMPeO CZ11P,0 e rurPN Re-leClrw 0c /o 44 *,P0 /?A/Y4 .47A �UARAO D,I'TA/L 104 A. �Q ,e mo vE AeW1257-I N(F GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQU-IREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS - ,AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS'SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7.' ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVAT-ION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND -CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE By WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129, 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL .UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TOO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 15. 'CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT 17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. r �`i ��40 �• j-�' �� l r: No. 1437,q 3 -31-89 3/89 ~�, or rrkrF .� .