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HomeMy WebLinkAbout3834-1GENERAL NOTES FOR STREET IMPROVEMENT PLANS 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 REQUIRED 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 OF 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 EXISTS 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 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 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 SHALLBE 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. I I I I FL SEE SHEET 4 OF 4 I I 1 1 --------------------------------A3EC1N>= --CSAD-----------------------' `------ I I 17716F15 14 13 12 11 10 i I TRACT 13388 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL WEST BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. NV 10' LANDSCAPING R 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. LETTERED LOT 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 PROPOSED BLOCK WALL 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. SEE GRADING PLAN & 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE GARDEN WALL PLANS RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. BASELINE ROAD 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. SF 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. LF 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 10 27. THE SEWER CONTRACTOR SHALL STAMP AND 'S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. EQ REMOVE EXISTING WOOD BARRICADE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. EA 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 3298 BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. �2 INSTALL STREET SIGN PER CITY OF FONTANA STD. NO. 139 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR EA UPON COMPLETION OF PAVING. - 924 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. 900 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE U5 CONSTRUCT MEANDERING SIDEWALK PER CITY OF FONTANA STD. NO. 1015 SATISFACTION OF THE CITY ENGINEER. - J 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS 22,900 TO THE CITY ENGINEER. O7 ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. NO. 130 UTILITIES GRIND 0.1V MIN EXIST. ELECTRICITY: SO. CALIFORNIA EDISON CO. PAVEMENT AND OVERLAY 0.10' MIN P.O. BOX 788 PER 3AWCUT AND REMOVE 5' MIN 6" H PEPPER STREET PLAN EXISTING PAVEMENT RIALTO NEW PAVEMENT 909-820-5191 PER TYPICAL SECTION GAS: SO. CALIFORNA GAS CO. f F 16231 VALLEY BLVD. 2 FONTANA, CA 92335 2:1 MAX 13 PLACE 6.5" AC PVMT. OVER 12" COMPACTED NATIVE SUBGRADE (95 %) 909-889-9711 TELEPHONE: PACIFIC TELEPHONE CO. 14 RELOCATE EXISTING POWER POLES PER EDISON SPECS 3939 CORONADO STREET EA ANAHEIM, CA 92807 NORTH EXISTING PAVEMENT 962-999-5639 RNV -' WATER: FONTANA WATER COMANY 16803 SPRING STREET PAVEMENT JOIN DETAIL FONTANA, CA 92335 NOT TO SCALE 909-822-2201 CABLE TV: COMCAST SEWER: CITY OF FONTANA 30' 30' 8353 SIERRA AVENUE FONTANA, CA 92335 12' 18' 18' 4- 12' 909-350-7600 6.5' ---� ---i 6" »1 0.03' 0.00' 0.03' -- % �-2% - 2%+ WEST T.I. - 5.5 TYPICAL SECTION - WILLIAMS ROAD NOT TO SCALE FROM STA. 23+20.80 TO STA. 24+15.80 J- 2:1 MAX EAST RNV M INDEX MAP 11 , T.I. = 6.5 TYPICAL SECTION - MAPLE AVENUE NOT TO SCALE FROM STA. 6+49.73 TO STA. 10+00 30' 30' 12' 18' 18' �- 6.5' 12' 6.5' -4 5' cwvcc.Tr �sn'rr..�.rn•uta v.,nsa,rtwwnuvwa,ar�usv.... �w:y ..u,v rn ftr�v.n �.+„ T.I. = 5.5 TYPICAL SECTION - GROVE PLACE NOT TO SCALE FROM STA. 10+93 TO STA. 14+87.30 48' w z w CL i 6" 1"=l 00' EAST RNV 2:1 MAX SOUTH RNV .5' CONTRACTOR'S RESPONSIBILITY FOR SAFETY IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 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 GOVERNMENTAL AGENCY 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 GOVERNING AGENCY. ALL CONTRACTORS AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ENGINEERS NOTICE TO CONTRACTOR THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION NEITHER OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBILE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (USA) PHONE 800-227-2600 TWO WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. 14' EXISTING 10' LANDSCAPE CENTERLINE VARIES EDGE OF EXIST. " LETTERED LOT AC PAVEMENT 1.05 TOS,32gr, AC PAVEMENT VARIES 6 --- -- 1.47% TO 1,88% 2.0% 71 7777 r .,, EXISTING ...' ,,,,. , .,, •'' ,. .., ;'� ..N; V%:� ,. ,',< ..' .�. , „ ,,, ' . .. AC PAVEMENT EXACT HORIZONTAL LAYOUT OF SOUTH MEANDERING SIDEWALK WILL BE R/W T.I. = 10.5 SHOWN ON LANDSCAPE DESIGN DRAWINGS TYPICAL STREET SECTION BASELINE ROAD NOT TO SCALE FROM STA. 13+38.68 TO STA. 19+40.75 MILLER AVENUE VICINITY MAP DISPOSITION NOTES & QUANTITIES W NTS III QA SAW CUT EXISTING AC PAVEMENT BASELINE ROAD LF ® REMOVE EXISTING AC PAVEMENT 13,240 SF © SAW CUT EXISTING CONCRETE 2 LF DO REMOVE EXISTING CURB AND GUTTER 10 LF EQ REMOVE EXISTING WOOD BARRICADE 1 EA TRACT 18743 MONTEGOMERY AVENUE 1O CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1005 (W=16') 3298 SF �2 INSTALL STREET SIGN PER CITY OF FONTANA STD. NO. 139 N EA J O3 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1003 924 LF O4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO. 1006 900 SF U5 CONSTRUCT MEANDERING SIDEWALK PER CITY OF FONTANA STD. NO. 1015 10,330 J © PLACE 4" AC PVMT. OVER 12" COMPACTED NATIVE SUBGRADE (95 %) 22,900 MILLER AVENUE VICINITY MAP DISPOSITION NOTES & QUANTITIES W NTS III QA SAW CUT EXISTING AC PAVEMENT 920 LF ® REMOVE EXISTING AC PAVEMENT 13,240 SF © SAW CUT EXISTING CONCRETE 2 LF DO REMOVE EXISTING CURB AND GUTTER 10 LF EQ REMOVE EXISTING WOOD BARRICADE 1 EA CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES 1O CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1005 (W=16') 3298 SF �2 INSTALL STREET SIGN PER CITY OF FONTANA STD. NO. 139 2 EA J O3 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1003 924 LF O4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO. 1006 900 SF U5 CONSTRUCT MEANDERING SIDEWALK PER CITY OF FONTANA STD. NO. 1015 10,330 SF © PLACE 4" AC PVMT. OVER 12" COMPACTED NATIVE SUBGRADE (95 %) 22,900 SF O7 ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. NO. 130 8 EA ® ADJUST SEWER MANHOLE TO GRADE PER CITY OF FONTANASTD. NO. 109 3 EA O9 CONSTRUCT PARKWAY DRAIN PER APWA STD. 151-1 (W=5',2 EA) DETAIL ON SHT. 3 1 EA 10 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. NO. 114 89 LF 11 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003 1415 LF 12 INSTALL BLUE DOT FIRE HYDRANT MARKER 2 EA 13 PLACE 6.5" AC PVMT. OVER 12" COMPACTED NATIVE SUBGRADE (95 %) 18,560 SF 14 RELOCATE EXISTING POWER POLES PER EDISON SPECS 2 EA PROPOSED BLOCK WALL SEE GRADING PLAN & GARDEN WALL PLANS OWNER/DEVELOPER MAPLE GROVE HOMES P.O. BOX 15487 NEWPORT BEACH, CA 92659 949-422-2598 L SHEET INDEX _ Sheet One - TITLE SHEET Sheet Two - WILLIAMS ROAD AND MAPLE AVENUE Sheet Three - GROVE PLACE Sheet Four - BASELINE ROAD BASIS OF BEARINGS THE CENTERLINE OF BASELINE ROAD AS BEING N.89058'21 "E. PER TRACT 13388 AS RECORDED IN MAP BOOK 200 AT PAGES 64-66, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK BENCHMARK NO. 1M-3 PK NAIL IN TOP OF SOUTH CURB OF MILLER, 0.9' WEST OF S.W. B RETURN AT ALDER AND MILLER ELEVATION =1358.31