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Home My WebLink About4029-10 GEfIERAL NOTES. 1. ALL, WORK SHALL BE IN ACCORDANCE NTH 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 DIVISION PRIOR TO HE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO HE START OF ANY WORK IN PUBLIC RIGHTOF-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 SATED OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY 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 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 -0 THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY 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 THERE TO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE 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 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 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 PLANS 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 BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL 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 LANEISHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19, lHE 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 REWORKING 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 OF 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 HE 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 AD 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 FONTANEL FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANEST 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 DRAWING SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. LT/04-BBST/5-10-06 20 0 TO BE REMOVED & REPLACED WITH 6' HIGH CHAIN LINK FENCE 1+05.00 -PL END C&G & WA 101.17TC; 100.50FIL < REMOVE EX. 40" TREE PROP, RZW' APN: 0233-122-16 d Z co C -q 0 c >11 'yll I 7 1_00 1+00.80 BEG AC BE z 1 01.18TC; 100.51FL C) _-D (101 * 29) 46.0, A c > ca - m 0 M Lj PER CITY STD. No. 1003 r REMOVE A 0 MIN. 2' OF EX. A.C. z 5�t �Ll_ 0 0! 1 z :2 -J co 0 PAVEMENT (CONC. IF ANY) AND SOIL 0,+,57, 61 00 1 0 uj C6 Of uj I _j oe CF) Z 04 r) UJ > E� :< _j 0) - Ld uj 0 U -i 0 24" z 0-1 wo 11 0+56.3 -EX. TREE cr_ CL 0 >� 00 0 z 10.0, 1- 00 0 < w co 0 TO BE REMOVED 0 z z > Z y C) Lu 0 0 Lj F- n 1 0 6 0 _j A0 0 uj -It 4--J i- 2,2' cn n z w p� < 0 < 0 0 ui -5 :�E > m Y_ 3: V) :D "Z > ui t= z > 06 + in ul Z, =5 (0 +0) co < z x 0 0 0 uj w cr- 0 + < + (ICL w 1- 0 < 00 ;co :5�: 00 Lij ui c) 0 0- cy- m Q Q + 0- 6U) N > + x 100.80' 7/ EXIST. R/W 00 uj A '(100 0+31.01 77" -7' 85) 77, 25�� 01 AN.PT. 7 7ff A 10 7 7 7f' 00__ V' 0 90% 1 90% 0.81% > (19,> (70, )1 4 <7 771�_11_71 ---------- EXISTING ED GE _O� 0�5 0 lb C'� 7 -H OF PAVEMENT -H -;7 11'1�IZ 0 0 0 VA �A co N 00*00'06" E 117/ 0+00.0 "AVENUE CATAYffiA 8 0 - MERRILL AVE. CL. INT. -H -H -------- ----- - ------ ------------------------- 711� ----------- ------- 0 + 0 0 \3 fla X_ CURB CURVE DATA m VARIES n� = 9 03 Ol 0 < R=35.00' L= 55.29' T=35.31' 2" AC CAP CLEAN SAND - 8" AC BERM WITH SAND BASE DETAIL NOT TO SCALE 0 BASIS OF BEARINGS. THE BEARING N 00000'06" E OF THE CENTERLINE OF CATAWBA AVENUE AS SHOWN ON PARCEL MAP No. 390 P.M.B. 4 PAGE 3, HAS BEEN USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCH MARK ASSUMED Elev. 101.50 FD. SPIKE & WASHER ON CENTERLINE INTERSECTION OF MERRIL AVENUE AND CATAWBA AVENUE. am I 71 6 30' 34' 16.5' ±13.5 PROPOSED 4"_j THICK SIDEWALK PROPOSED 8pfCF CURB & GUTTER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT, COMMENCE WHITHIN 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. n-,", �7n', lllll� ... ...... 511_1��!,,�,, 4", 7 (aq, h It - ARROW AVENUE RANDALL ANENUE VICINITY MAP NOT TO SCALE z 0 CONSTRUCT A.C. BERM WITH SAND BASE AS PER DETAIL HEREON . . . . . . 12 L.F. 0 REMOVE EXISTING P.C.C., A.C. PAVEMENT OR SOIL . . . . . . . . . . . . . 727 S.F. 0 CONSTRUCT 6.5 INCH MIN. A.C. OVER 12 INCH MIN. NATIVE SUBGRADE COMPACTED TO 95% AND AS SHOWN IN TYPICAL SECTION (3,861 S.F 0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN No.1003 . . . . . . . . . . . . . . . . . . . . . . . . (D CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER STD. No. 1015 . . . . (D CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD PLAN No. 1005., "W" PER PLAN . . . . . . . . . . . . . . 0 SAWCUT EXIST. A.C. PAVEMENT . . . . . . . . . . . . . . . . . . . . . GRIND EXISTING A.C. PAVEMENT 1" THICK AND CONSTRUCT 1"-1.5" THICK A.C. OVERLAY TO THE SATISFACTION OF CITY INSPECTOR . . . CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. No. 1006 . . CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. No. 124-A; SIZE 1 4.00' STREET DEDICATION I i "�: q U) 0-8 < 01, j57 14P (TYPICAL SECTION - NOT TO SCALE) 6,0 TON TI 6.5 �D 204 L.F. w . . . 1,260 S.F. CIVIL ENGINEERING AND LAND SURVEYING 1051 N. CITRUS AVE., STE. "I", COVINA, CA. 91722 V) ----STREET 15893 MERRILL AVENUE . . . . 95 Ui . . . 261 L. F. DESIGNED BY: DATE: z . . . .0 cr_ co I DATE 1 EA. DRAWING N 4029,1' 0) C'4 < ITY ENGINEER R. C. E. 51152 DATE 0 z 0) 00 3.- A 09._�._�-199-17 IF cr- < 11 j t I EJv z > ca - m 0 M Lj PER CITY STD. No. 1003 r REMOVE A 0 MIN. 2' OF EX. A.C. z 5�t �Ll_ 0 0! 1 z :2 -J co 0 PAVEMENT (CONC. IF ANY) AND SOIL 0,+,57, 61 00 1 0 uj C6 Of uj I _j oe CF) Z 04 r) UJ > E� :< _j 0) - Ld uj 0 U -i 0 24" z 0-1 wo 11 0+56.3 -EX. TREE cr_ CL 0 >� 00 0 z 10.0, 1- 00 0 < w co 0 TO BE REMOVED 0 z z > Z y C) Lu 0 0 Lj F- n 1 0 6 0 _j A0 0 uj -It 4--J i- 2,2' cn n z w p� < 0 < 0 0 ui -5 :�E > m Y_ 3: V) :D "Z > ui t= z > 06 + in ul Z, =5 (0 +0) co < z x 0 0 0 uj w cr- 0 + < + (ICL w 1- 0 < 00 ;co :5�: 00 Lij ui c) 0 0- cy- m Q Q + 0- 6U) N > + x 100.80' 7/ EXIST. R/W 00 uj A '(100 0+31.01 77" -7' 85) 77, 25�� 01 AN.PT. 7 7ff A 10 7 7 7f' 00__ V' 0 90% 1 90% 0.81% > (19,> (70, )1 4 <7 771�_11_71 ---------- EXISTING ED GE _O� 0�5 0 lb C'� 7 -H OF PAVEMENT -H -;7 11'1�IZ 0 0 0 VA �A co N 00*00'06" E 117/ 0+00.0 "AVENUE CATAYffiA 8 0 - MERRILL AVE. CL. INT. -H -H -------- ----- - ------ ------------------------- 711� ----------- ------- 0 + 0 0 \3 fla X_ CURB CURVE DATA m VARIES n� = 9 03 Ol 0 < R=35.00' L= 55.29' T=35.31' 2" AC CAP CLEAN SAND - 8" AC BERM WITH SAND BASE DETAIL NOT TO SCALE 0 BASIS OF BEARINGS. THE BEARING N 00000'06" E OF THE CENTERLINE OF CATAWBA AVENUE AS SHOWN ON PARCEL MAP No. 390 P.M.B. 4 PAGE 3, HAS BEEN USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCH MARK ASSUMED Elev. 101.50 FD. SPIKE & WASHER ON CENTERLINE INTERSECTION OF MERRIL AVENUE AND CATAWBA AVENUE. am I 71 6 30' 34' 16.5' ±13.5 PROPOSED 4"_j THICK SIDEWALK PROPOSED 8pfCF CURB & GUTTER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT, COMMENCE WHITHIN 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. n-,", �7n', lllll� ... ...... 511_1��!,,�,, 4", 7 (aq, h It - ARROW AVENUE RANDALL ANENUE VICINITY MAP NOT TO SCALE z 0 CONSTRUCT A.C. BERM WITH SAND BASE AS PER DETAIL HEREON . . . . . . 12 L.F. 0 REMOVE EXISTING P.C.C., A.C. PAVEMENT OR SOIL . . . . . . . . . . . . . 727 S.F. 0 CONSTRUCT 6.5 INCH MIN. A.C. OVER 12 INCH MIN. NATIVE SUBGRADE COMPACTED TO 95% AND AS SHOWN IN TYPICAL SECTION (3,861 S.F 0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN No.1003 . . . . . . . . . . . . . . . . . . . . . . . . (D CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER STD. No. 1015 . . . . (D CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD PLAN No. 1005., "W" PER PLAN . . . . . . . . . . . . . . 0 SAWCUT EXIST. A.C. PAVEMENT . . . . . . . . . . . . . . . . . . . . . GRIND EXISTING A.C. PAVEMENT 1" THICK AND CONSTRUCT 1"-1.5" THICK A.C. OVERLAY TO THE SATISFACTION OF CITY INSPECTOR . . . CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. No. 1006 . . CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. No. 124-A; SIZE 1 4.00' STREET DEDICATION I i "�: q U) 0-8 < 01, j57 14P I (TYPICAL SECTION - NOT TO SCALE) 146 TON TI 6.5 204 L.F. . . . 1,260 S.F. CIVIL ENGINEERING AND LAND SURVEYING 1051 N. CITRUS AVE., STE. "I", COVINA, CA. 91722 DRAWNBY: A. SANDOVAL ----STREET 15893 MERRILL AVENUE . . . . 95 S.F. . . . 261 L. F. DESIGNED BY: DATE: 7//1/0�7 . . . 3,409 S. F. MAY 10, 05 DATE 1 EA. DRAWING N 4029,1' 1 EA. I (TYPICAL SECTION - NOT TO SCALE) TI 6.5 CITY OF FONTANA, CALIFORNIA IMPROVEMENTS CIVIL ENGINEERING AND LAND SURVEYING 1051 N. CITRUS AVE., STE. "I", COVINA, CA. 91722 DRAWNBY: A. SANDOVAL ----STREET 15893 MERRILL AVENUE SCALE: 1 20s PH. & FAX (626) 966-4251; PH. (562)-966-4290 A e ,-7 OM CATAWBA TO 1W WEST OF CATABWA AVE CATAWBA: ANOM MEML�,/-M" 2 SCXJIH OF MERRU AVE. DESIGNED BY: DATE: 7//1/0�7 G.MILLOT MAY 10, 05 DATE CHECKED BY: G.MILLOT DRAWING N 4029,1' ITY ENGINEER R. C. E. 51152 DATE