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Home My WebLink About3117-1GENERAL 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 DIVISION 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. 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 --METRIC 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 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES AF 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 EXIST 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 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 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 T0, 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 EXEPT 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 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 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 BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL 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 APPROVES 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 ENGINEER. OWNER: BADIOLA HOMES 8832 SIERRA AVENUE FONTANA, CA 92335 (909) 428-9988 LEGA_ DESCRIPTION, THE WEST HALF OF THE WEST 2,65 ACRES OF THE EAST 10.3 ACRES OF FARM LOT 631, ACCORDING TO MAP SHOWING SUBDIVISION OF LANDS BELONGING TO SEMI -TROPIC AND WATER COMPANY, AS PER PLAT RECORDER IN BOOK 11 OF MAPS, PAGE 12, RECORDS OF SAN BERNARDINO COUNTY. APN 241-012-30 BENCHMARK: TOP OF F.H. E NW CORNER, INTERSECTION ❑LENDER & MILLER ELEVATION = 1353.24 LEMON ST, 0* '7 if 'T 'I A a j :� �j 9 1 k A I V :0 � I 1 :0 k, 19 ii WAWlk kk ■I II �' I�lil ul"lY OF FONTANA hill 11 7 7 I A 1'-- 0,02' ®SIDWA`� �Kin��v ��S S ,TEWrLK 1 TYPICAL SECTI❑N LEMON STREET NTS TI=5,5 0 W J H 5 - SHEET : UTILITY PURVEYORS: 2 SEWER 3 CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 909-350-7610 AW TER: FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 909-822-2201 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 714-357-6221 SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 909-428-8411 TELEPHONE: VERIZON CALIFORNIA INC. 13911 PARK AVENUE VICTORVILLE, CA 92392-2407 760-245-0846 CABLE : ADELPHIA COMMUNICATIONS 1257 W. BROOKS STREET ONTARIO, CA 91763 909-481-1115 CONTRACTOR'S RESPONSIBILITY FOR SAFETY: INDEX MAP SCALE -- 1" = 60' DESCRIPTION: TITLE SHEET STREET IMPROVEMENT PLAN - LEMON STREET STREET IMPROVEMENT PLAN - MILLER AVENUE IN SUBMITTING A BID FOR THIS WORK, 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, THE ENGINEER AND THE CITY OF FONTANA 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, THE ENGINEER, OR THE CITY OF FONTANA. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION I DATE I ENGR. I CITY DATE E G ORD 0 9.0\m i N 6%"1tJe3 CTI< �Z a lWo►1l: (L CENTERLINE T.C. TOP CURB F.L. FLOW LINE D,W, DRIVE WAY C ) EXISTING ELEVATI❑N B.C. BEGIN CURB P.R.C. P❑INT OF REVERSE CURB E.C. END OF CURB - S - SANITARY SEWER M.H. MAN HOLE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL TOLL FREE, 1-800-422-4133 TO VERIFY THE UNDERGROUND LOCATION OF GAS AND TELEPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. 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 CONDITIONS AND STANDARDS IN EFFECT. Eel ►_-iI0 I•k ►0I U.T.S.VICINITY MAP ahl �-- CONSTRUCT 6" CURB & 18" GUTTER PER CITY ST'D PLAN NO. 1003 1030 L.F. t`J CONSTRUCT 8" TO 6" TRANSITION CURB RETURN 110 L.F. 3�-- CONSTRUCT 8" P.C.C. CROSS GUTTER AND SPANDREL PER CITY ST'D PLAN NO. 104.- 1115 S.F. MODIFIED TO 8" WIDTH O- CONSTRUCT 5.5' WIDE x 4" THICK P.C.C. SIDEWALK PER CITY ST'D PLAN NO. 1015 4050 S.F. 5(�-- CONSTRUCT HANDICAP RAMP PER CITY ST'D PLAN NO. 1006 2 EA. 6�--- CONSTRUCT 16' WIDE x 8" THICK P.C.C. RESIDENTIAL DRIVEWAY, X=3' - 16 EA. BASELINE AVE. Li Li 125 L.S. 8 SAWCUT 125 W SITE CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT MINIMUM (SEE GENERAL NOTE 22) -- W TON 10 CONSTRUCT 6" CRUSHED AGGREGATE BASE MINIMUM (SEE GENERAL NOTE 22) - 700 GL 11 INSTALL R-1 STOP SIGN PER CAL TRANS TRAFFIC MANUAL - Q EA. MILLER AVE, INSTALL STOP BAR AND LEGEND PER CAL TRANS TRAFFIC MANUAL _ 1 EA.. 13 INSTALL "NOT A THROUGH STREET" SIGN PER CAL TRANS ST'D W-53 - 1 I- Z W W_ U W ADJUST WATER VALVE COVERS TO GRADE - (� EA. o v 3 EA. FOOTHILL BL D. 1 U.T.S.VICINITY MAP ahl �-- CONSTRUCT 6" CURB & 18" GUTTER PER CITY ST'D PLAN NO. 1003 1030 L.F. t`J CONSTRUCT 8" TO 6" TRANSITION CURB RETURN 110 L.F. 3�-- CONSTRUCT 8" P.C.C. CROSS GUTTER AND SPANDREL PER CITY ST'D PLAN NO. 104.- 1115 S.F. MODIFIED TO 8" WIDTH O- CONSTRUCT 5.5' WIDE x 4" THICK P.C.C. SIDEWALK PER CITY ST'D PLAN NO. 1015 4050 S.F. 5(�-- CONSTRUCT HANDICAP RAMP PER CITY ST'D PLAN NO. 1006 2 EA. 6�--- CONSTRUCT 16' WIDE x 8" THICK P.C.C. RESIDENTIAL DRIVEWAY, X=3' - 16 EA. NOTE: QUANTITIES ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE: CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTITIES OF ALL CONS N ITEMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. n _(1 SSn,. A RecoFo DRAW) NG Prepared Under The Supervision Of : C.T.K., INC. CONSULTING ENGINEERS DRAWN BY: 8880 BENSON AVE. SUITE 100 J. R, MONTCLAIR, CALIFORNIA 91763 DESIGNED BY: (909) 949-1791 (909) 949-8433 FAX C. K. ,Q Date: / d CHECKED BY: C CARL T. KOBBINS, JR RCE 13669 EXP 3-31-05 n �y p 3.3/ -OZ i►1ih11LC' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN TRACT NO. 16182 SCALE: n/ a LEMON STREET DATE: FONT NA, ClFqRNIA 92336 4/16/02 40PROVED Im..DRAWING No.: 3117 ITY FA1r`IIJiFirR R f` C' r,11 r,') r1AT9 0 PER CITY ST'D PLAN NO. 102C 7�- REMOVE EXT'G P.C.C. CURB & GUTTER, SIDEWALK AND DRIVEWAY ON MILLER AVENUE, 125 L.S. 8 SAWCUT 125 L.F. CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT MINIMUM (SEE GENERAL NOTE 22) -- 480 TON 10 CONSTRUCT 6" CRUSHED AGGREGATE BASE MINIMUM (SEE GENERAL NOTE 22) - 700 TON 11 INSTALL R-1 STOP SIGN PER CAL TRANS TRAFFIC MANUAL - 1 EA. 12 INSTALL STOP BAR AND LEGEND PER CAL TRANS TRAFFIC MANUAL _ 1 EA.. 13 INSTALL "NOT A THROUGH STREET" SIGN PER CAL TRANS ST'D W-53 - 1 EA. 14 INSTALL BLUE DOT MARKERS 2 EA. 15 ADJUST WATER VALVE COVERS TO GRADE - 4 EA. 16 ADJUST MANHOLE COVERS TO GRADE 3 EA. 17 REMOVE EXT'G POWER POLE AND INSTALL UNDERGROUND UTILITY LINES 1 EA. AT DEVELOPER'S EXPENSE 18 REMOVE AND RELOCATE FIRE HYDRANT (BY OTHERS) 1 EA.. 19 INSTALL 5800 LUMEN STREET LIGHT PER CITY ST'D PLAN NO. 1016 3 EA. 20 CONSTRUCT 8" CURB & 24" GUTTER PER CITY ST'D PLAN NO. 1003 20 L.F. 21 RELOCATED FIRE HYDRANT (BY OTHERS) 1 EA. 22 NEW FIRE HYDRANT (BY OTHERS) 1 EA. 23 INSTALL 9500 LUMEN HPSV STREET LIGHT PER CITY ST'D PLAN NO. 1016 1 EA. NOTE: QUANTITIES ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE: CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTITIES OF ALL CONS N ITEMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. n _(1 SSn,. A RecoFo DRAW) NG Prepared Under The Supervision Of : C.T.K., INC. CONSULTING ENGINEERS DRAWN BY: 8880 BENSON AVE. SUITE 100 J. R, MONTCLAIR, CALIFORNIA 91763 DESIGNED BY: (909) 949-1791 (909) 949-8433 FAX C. K. ,Q Date: / d CHECKED BY: C CARL T. KOBBINS, JR RCE 13669 EXP 3-31-05 n �y p 3.3/ -OZ i►1ih11LC' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN TRACT NO. 16182 SCALE: n/ a LEMON STREET DATE: FONT NA, ClFqRNIA 92336 4/16/02 40PROVED Im..DRAWING No.: 3117 ITY FA1r`IIJiFirR R f` C' r,11 r,') r1AT9 0