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HomeMy WebLinkAbout4685-1STREET IMPROVEMENT CONSTRUCTION GENERAL NOTES: STREET IMPROVEMENT PLANS FOR PORTIONS OF SLOVER AVENUE &CITRUS AVENUE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD IN THE CITY OF FONTANA, CALIFORNIA 27. THE SEWER CONTRACTOR SHALL STAMP AND *S* IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. SHEET 1 TITLE SHEET 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. SHEET 2 PLAN & PROFILE SLOVER AVENUE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. SHEET 3 PLAN & PROFILE CITRUS AVENUE 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. SHEET 4 DETAILS 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 BASIS OF BEARING: 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 THE BEARING SHOWN HEREON ARE BASED UPON THE CENTERLINE OF CITRUS AVENUE BEING N017'56"E AS OF PAVING. SHOWN ON PARCEL MAP NO. 5352 RECORDED IN MAP 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE BOOK 51, PAGE 89 IN THE OFFICE OF THE COUNTY SATISFACTION OF THE CITY TRAFFIC ENGINEER. RECORDER OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. BENCHMARK: 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. POPLAR (660' PLUS OR MINUS SO SLOVER) NAIL IN POLE #71827 EAST SIDE UNDERGROUND UTILITY NOTES ELEVATION: 1043.88 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE ALL UTIUTY CROSSINGS AND CONNECTIONS AND VERIFY THE MATERIAL, SIZE, LOCATION AND ELEVATION OF UTIUTIES AFFECTED. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BEFORE CONSTRUCTION BEGINS. 2. LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE BEST AVAILABLE INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR FAILURE TO SHOW EXISTING SUBSTRUCTURES SHALL NOT RELIEVE THE CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION AND PROTECTING ALL SUBSTRUCTURES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND MAKE NECESSARY ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 4. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO CONSTRUCTION. PHONE: 1-800-422-4133. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG UTILITY NOTIFICATIONS SEWER: SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. CITY OF FONTANA SOUTHERN CALIFORNIA GAS CO. _ 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS 2191 E. BIRCH STREET (909) 350-6632 I ® IN THE "GREEN BOOK% THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. I = PROPOSED STREET LIGHT STANDARD SOUTHERN CALIFORNIA EDISON 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. I FONTANA, CA 92336 -� 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION. PRIOR TO THE ® 96 WATER: START OF ANY WORK, INSPECTION, COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC SAN GABRIEL VALLEY WATER CO. CABLE: P.O. BOX 6010 RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.- 11142 GARVEY AVENUE 1205 DUPONT AVENUE 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL (626) 448-6183 LL, OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. A 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. I 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 3 OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS I THAN FIVE (5) FEET SHALL 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. I 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE I 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 I I EXCAVATION. " 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE I TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL APN 0; UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE TO WORK AROUND THEIR FACILITIES. I 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL I COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. ( 13. CURVE DATA REFERS TO THE FACE OF THE CURB. I 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. I 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN i GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING t CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY I I ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A I 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 I FOR LATER REPLACEMENT OF THE MONUMENT. A I 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 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. I 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT I 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. I I 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF ( a I THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IF OBTAINED. I I 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE I I CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE.APPROVED APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE I 1 CITY OF FONTANA STANDARDS. SHEET INDEX 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AND *S* IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. SHEET 1 TITLE SHEET 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. SHEET 2 PLAN & PROFILE SLOVER AVENUE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. SHEET 3 PLAN & PROFILE CITRUS AVENUE 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. SHEET 4 DETAILS 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 BASIS OF BEARING: 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 THE BEARING SHOWN HEREON ARE BASED UPON THE CENTERLINE OF CITRUS AVENUE BEING N017'56"E AS OF PAVING. SHOWN ON PARCEL MAP NO. 5352 RECORDED IN MAP 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE BOOK 51, PAGE 89 IN THE OFFICE OF THE COUNTY SATISFACTION OF THE CITY TRAFFIC ENGINEER. RECORDER OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. BENCHMARK: 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. POPLAR (660' PLUS OR MINUS SO SLOVER) NAIL IN POLE #71827 EAST SIDE UNDERGROUND UTILITY NOTES ELEVATION: 1043.88 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE ALL UTIUTY CROSSINGS AND CONNECTIONS AND VERIFY THE MATERIAL, SIZE, LOCATION AND ELEVATION OF UTIUTIES AFFECTED. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BEFORE CONSTRUCTION BEGINS. 2. LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE BEST AVAILABLE INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR FAILURE TO SHOW EXISTING SUBSTRUCTURES SHALL NOT RELIEVE THE CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION AND PROTECTING ALL SUBSTRUCTURES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND MAKE NECESSARY ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 4. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO CONSTRUCTION. PHONE: 1-800-422-4133. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG UTILITY NOTIFICATIONS SEWER: GAS: CITY OF FONTANA SOUTHERN CALIFORNIA GAS CO. 8535 SIERRA AVENUE TRANSMISSION DIVISION FONTANA, CA 92335 2191 E. BIRCH STREET (909) 350-6632 2889 ® (714) 529 POWER: = PROPOSED STREET LIGHT STANDARD SOUTHERN CALIFORNIA EDISON TELEPHONE- ELEPHONE7951 7951REDWOOD AVENUE PACIFIC BELL FONTANA, CA 92336 3939 E. CORONADO, 2ND FLOOR (909) 357-6223 ANAHEIM,92807 CA ® 96 WATER: = CONST. NOTE REFERENCE SAN GABRIEL VALLEY WATER CO. CABLE: P.O. BOX 6010 COMCAST 11142 GARVEY AVENUE 1205 DUPONT AVENUE EL MONTE, CA 91734 ONTARIO, CA 91761 (626) 448-6183 (909) 390-4738 LEGEND ---- = TRACT BOUNDARY/PROPERTY LINE NJM GRADING & PERMIT LIMITS - - - - = DAYLIGHT LINE 0 = SEWER MANHOLE ❑ = STORM DRAIN CATCH BASIN (AT GRADE) ® = ELECTRICAL TRANSFORMER #---� = PROPOSED STREET LIGHT STANDARD R/W = PROPOSED DECORATIVE SITE LIGHT ,AFH = PROPOSED FIRE HYDRANT OC.O. = SEWER OR STORM DRAIN CLEANOUT ® = ELECTRICAL VAULT (AT GRADE) ® = MONUMENT SIGN 02 = CONST. NOTE REFERENCE - E - = HANDICAP PARKING SPACE O = DATA TABLE REFERENCE X -X -X- = EXISTING CHAIN LINK FENCE = DRAINAGE FLOW --R- = RIDGE LINE NJM = WATER METER (AT GRADE) TW = TOP OF WALL ELEVATION TF = TOP OF FOOTING ELEVATION TG = TOP OF GRATE ELEV. HP = HIGH POINT ELEVATION C/L = CENTER LINE R/W = RIGHT OF WAY TC = TOP OF CURB ELEV. VC = VERTICAL CURVE BCR = BEGIN CURVE ECR = END CURVE FS = FINISH SURFACE ELEV. - E - = UNDERGROUND ELECTRICAL - G - = GAS LINE TB = TOP OF BERM TP = TOP OF PAVEMENT W LY EXIST. FL = FLOWLINE R/W N'LY _XIST. ., .. 46, 6, 40' 4' MIN. 7AR EXISTING A.C. PAVEMENT VA SAWCUT2� LINE, 30' STREET IMPROVEMENT CONSTRUCTION NOTES: 1� SAWCUT & REMOVE EXISTING A.C. PAVING. 24,655 S.F. (2 SAWCUT & REMOVE EXISTING PCC CURB & GUTTER. 936 L.F. G)_SAWCUT & REMOVE EXISTING PCC SIDEWALK. 1,042 S.F. 4a- PROTECT IN PLACE. - (5 }- RELOCATE EXISTING ITEM (SEE PLAN). - CONSTRUCT 6.5" MIN. A.C. OVER 12" MIN. COMPACTED NATIVE SOIL (95%).* 1,470 TONS 7a- CONSTRUCT 8" PCC CURB & GUTTER PER CITY OF FONTANA DWG. NO. 1000. 1,075 L.F. B�CONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006. 9,420 S.F. 9�CONSTRUCT COMMERCIAL PCC DRIVEWAY PER CITY OF FONTANA DWG. NO. 1002. 4,940 S.F. 10 CONSTRUCT STANDARD CURB RETURN RAMP PER CITY OF FONTANA STD. DWG. NO. 1003. 3 EA. 11 CONSTRUCT 8" CURB ONLY PER CITY OF FONTANA DWG. NO. 1000. 1,010 L.F 12 CONSTRUCT BUS BAY PER CITY OF FONTANA STD. DWG. NO. 1005 71 S.F. 13 INSTALL TRAFFIC SIGNAL (SEE TRAFFIC SIGNAL PLANS). 4 EA. 14 REMOVE AND RELOCATE EXISTING FIRE HYDRANT (BY OTHERS). 1 EA. 15 FEATHER OVERLAY 1" MINIMUM. 1,712 S.F. 16 ADJUST EXISTING WATER VALVES TO GRADE. 3 EA. 17 RELOCATE OVERHEAD ELECTRICAL LINES UNDERGROUND. REMOVE AND 12 EA. DISPOSE OF EXISTING POWER POLES. (BY OTHERS). 18 GRIND MIN. 0.10' AND PAVE OVER EXISTING PAVEMENT, MIN. 5' WIDTH. 34,345 S.F. 19 CONSTRUCT MEDIAN TAPER PER SPPWC STD. DWG. 140-2. 120 LF 20 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. 1 EA. 21 INSTALL 2" PVC SCH 40 NON RIGID IRRIGATION SLEEVE, 18" MINIMUM COVER. 38 LF CAP BOTH ENDS. 22 CONSTRUCT 6" CURB ONLY PER CITY OF FONTANA DWG. NO. 1000. 12 LF Q23 CONSTRUCT CATCH BASIN PER SPPWC STD. DWG. 314-2, CASE 1. 1 EA. 24 INSTALL 18" RCP (D-1800). A 25 SAWCUT & REMOVE EXISTING AC BERM. 730 LF. 26 INSTALL 6" AC DIKE PER CITY OF FONTANA STD. DWG. 1007. 170 LF. 27 RELOCATE EXISTING SIGN. 5 EA. 28 REMOVE EXISTING TREES. 2 EA. 29 CONSTRUCT JUNCTION STRUCTURE PER SPPWC STD. DWG. 331-2. 1 EA. 30 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. DWG 3003, TYPE CASE C. 1 EA. 31 CONSTRUCT STANDARD BARRICADE PER CITY OF FONTANA STD. DWG 4000. 4 EA. 32 CONSTRUCT MODIFIED CURB RAMP (CASE B, TYPE 1) PER SPPWC STD. DWG. 111-4. 1 EA. * SEE STREET IMPROVEMENT CONSTRUCTION GENERAL NOTES 31 & 32 ON SHEET 1. S'LY EXIST. VARIES: 69' TO 47' R W VARIES: 57' TO 36' VARIES: 13' 4' 0'-13' MIN. 0'-11' VARIE MIN. 1 17-39 VARIES 1ZI-39; 1 15 18 I 0'-25 VARIES: 30'J-35' 2 6 MAX. GRIND SAWCUT I SAWCUT UNE---'*'] I UNE v i if3.0% - - EXISTING A.C. PAVEMENT SLOVER AVENUE C STA: 127+21.97 N STA: 136+06.54 TI=10 VARIES 56' TO 66' VARIES 55.5' TO 34.0' VARIES: ±17'-±22' MAX. GRIND 1 VARIES 5 2 1 19�-2.29 MIN. _ - �- GRIND i VARIES i 1 1Z-2 2Z 15 18 SAWCUT-lam 2 UNE CITRUS AVENUE STA: 27+26.82 N STA: 35+44.79 TI=9 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE OFESS/p ' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT aQ`� N9� �, QPUL u�N F COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��,�5 cF�c C O N S U L T I N G SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, -C ` m U.] 1- No. 37356 � m PLANNING ENGINEERING • SURVEYING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 6-30-2012 11860 PIERCE ST., SUITE 200, RIVERSIDE, CA 92505 ** 951/343-8686 voicE, 951/343-8831 FAX BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s� s C7 r- W I ' �� '� �' STANDARDS IN EFFECT. qTF FIVCPQ� PREPARED UNDER THE SUPERVISION OF 2 REVISED STORM DRAIN &. CATCH BASIN. 5/25/11 . (. 4,Q,�{ Ci Date 1 ADDED RAISED MEDIAN TO SLOVER AVENUE. 3/24/10 'j/ `� 111 TRAVIS P. VINCENT JR. RCE No.: 37356 EXP. os -3o-2012 EXIST. S'LY PROP R/W. 3.5' 6' 6" (TYPICAL UNLESS OTHERWISE NOTED) 1' BENCH 2�X. 8 E'LY PROP. R/W PROP. 10, I' 2EASEMENT 5.5' 6' � 6'TYP. 1' BENCH I 2% M AX. I �2. I 8 I ;_ m 00 N b N a m a 0 rn CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLANSfp ro DRAWN BY: GEG DESIGNED BY: GEG/TV CHECKED BY: ?rte TV BY: 44N SANDOVAL TITLE SHEET 4685 1/4 1 " 0 SCALE: AS SHOWN w 3 JOB NUMBER: 07-016 0 'o DWG. NO.: 1 a 4685 1/4 1 "