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HomeMy WebLinkAbout2757-1CITY OF FONTANA NOTIFICATION LIST: (SLUMPSTONE) ,, ; `� CD 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE ;-HASH I H GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE ITEMT OrTF1�L -,.. r.==D�• ._ f3 @ 16 ° 0 . C . H �_ REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.1 n TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS 1� CONSTRUCT 6 1140 A . C . PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL > 3+Z,&30 SF 11,17 3_T_ON )1077'TOj� 12 2 ° o C L E A R '- ~ J FOR GROUND MOVEMENT. (SEE GENERAL NOTE 27 & 28) INSTALL WEEPHOLES & - w 0 -cn -8--526 GRAVEL PER SPEC 7B ""M 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR 2Q CONSTRUCT B CURB & GUTTER PER CITY STD. DWG. NO. 1003. 12,080 LFLF 3, �OJ01,F TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF�,�; SIDEWALK 2- INDUSTRIAL SAFETY. CONSTRUCT 8- MEDIAN CURB PER CITY STD. DWG. NO. 1003. - 10,403 L.F 81773 LF 17630 L P E: 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. - - `' _ -,�;; .:f LI Z o 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 1006. 8 EA 4 EA 4 E DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCT 1. CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. © CONSTRUCT 4' CONCRETE SIDEWALK PER CITY STD. DWG. N0. 1015 W=PER PLAN. 77,050 SF -5� 990$ 22,060 5F / 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 7Q CONSTRUCT 5 114' A.C. PAVEMENT (MIN) OVER 12' COMPACTED NATIVE MATERIAL 42,340 SF 62 TON 1,270 TON #5 CONT. IN 3 PLACES, 6 x6 KEY DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. (SEE GENERAL NOTE 27 & 28) IN FOOTING AS SHOWN - 2,_6p 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE ® INSTALL BARRICADE PER CITY STD. DWG. NO. 118. 45 LF 45_LF 72 LF TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 9M INSTALL STREET LIGHT (SCE #20) 22,000:LUMEN HPSV 39 EA NIG N,G io CONSTRUCT LOCAL DEPRESSION PER CITY STD. N0. 121. W=PER PLAN. 8 EA 3�A 5��. 0 RETAINING WALL is 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. NOT TO SCALE 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE 1i ROTATE ECCENTRIC MANHOLE CONE & COVER CLEAR OF MEDIAN CURB PRIOR TO CURB CONSTRUCTION 1 EA 1�A• -8-. THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL i2 REMOVE EXISTING BARRICADE 2 EA BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL O 1:EA 1EA• STAKING DURING CONSTRUCTION. N'LY G/L i3 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. DWG. NO.102-C 400 S.F -$- 00 SF. R/W 10G,-111' 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING W=20.00'; R=11.00' 56-61 STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE iq GRIND AND OVERLAY 0.125 FT. (MIN) 211 SF -S' 2 TON TEMPORARY NON-EROOEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. O 16'-21' 15 SAWCUT AND REMOVE EXISTING AC PAVEMENT 90 SF $ 90 g•F 5' 1' 5' 5 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES O -PROP �, 10 �O' 1O• 10' �o' OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. is CONSTRUCT 3' -On (MAX) RETAINING WALL PER DETAIL HEREON 3,610 LF 3,Z701F 340 L1 ,. RETAINING 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY WALL r 0.71 ADJUST MANHOLE COVER & RIM TO NEW GRADES. 32rf A Za EA, 4'L�. 2� -TYP°- - 2% 2� LEVEL LINE MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL i� 2% - - - 29' - - - ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED ie CONSTRUCT BUS BAY PER CITY STD. PLAN N0. 1014. 2, 200 SF 1 1005E t,too 5F AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL PROP NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS T: SIDEWALK PROP PROPOSED PROP i9 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD.,PLAN 300-2 PER DETAIL ON SHT. NO. 6s;F-��# EA I -EA 3FQ MED. CURB G �- G CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. O G + G 20 INSTALL 18' R.C.P.O-LOAD PER PLAN . - 51�LF �3 LF- 8� EF' 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION O Y AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER p �, w;,/�' _ COMPLETION OF ROUGH GRADING. 21 INSTALL 24 R.C.P. D -LOAD PER PLAN. 7 LF -$- 7 EA TYPICAL SECTION 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL 22 REMOVE EXIST. CATCH BASIN. 2 EA 2- EAf SIERRA LAKES PARKWAY STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. SIGNING AND STRIPING NOT TO SCALE 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES CITY OF FONTANA PACIFIC BELL CO., STANDARD PAVEMENT MARKING AS NOTED ON PLAN. GENERAL NOTES ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 20 SF W'LY AT ALL TIMES. A MINIMUM,12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE 8353 SIERRA AVENUE 3939 E. CORONADO STREET 76 FONTANA, CA 92335 ANAHEIM, CA 92807 WALL SPECIFICATIONS 1. ALL WORK SHALL BE IN AC('9RDANCE WITH THESE PLANS, THE CITY OF FONTANA (909) 350-6632 (714) 666-5467 ON POST AS SHOWN ON PLAN. (POST 56, SIGN ,) STANDARD PLANS, THE CON' 'ACT PROVISIONS AND THE STANDARD ALL WALLS SHALL BE CONSTRUCTED OF THE HIGHEST QUALITY WORKMANSHIP, IN ACCORDANCE 30. SPECIFICATIONS FOR PUBL. WORKS CONSTRUCTION ("GREEN BOOK"). SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) WITH THE UNIFORM BUILDING CODE, LATEST EDITION AND THE FOLLOWING SPECIFICATIONS: PLAN. ALL REFERENCE SPECIFICA ONS AND STANDARDS SHALL BE THE LATEST EDITION ATTN: GREG GASPAR ATTN: JACK HAYES 37, GSL 42' UNLESS OTHERWISE NOTED. 16231 VALLEY BLVD. 1205 DUPONT AVENUE 1. CONCRETE SHALL BE 2500 PSI AT 28 DAYS, UNLESS OTHERWISE SHOWN ON THE WALL DETAILS. 360 FONTANA, CA 92335 ONTARIO, CA 91761 3��OL� PORTLAND CEMENT SHALL CONFORM TO ASTM DESIGNATION C150, LATEST EDITION. 2. CONSTRUCTION PERMITS SH 3E OBTAINED FROM THE CITY OF FONTANA ENGINEERING (909) 428-8411 (909) 390-4738 2. RETAINING SECTION SHALL BE CONSTRUCTED OF HOLLOW -MASONRY UNITS CONFORMING TO ASTM DIVISION PRIOR TO THE S i OF ANY WORK. INSPECTION COORDINATION SHALL BE EMERGENCIES: (800) 427-2200 v '. 15' 22 22 DESIGNATION C-90, UNLESS OTHERWISE SHOWN. ALL CELLS SHALL BE FILLED WITH GROUT, THE SEWER CONTRACTOR SHALL STAMP AN IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. REQUESTED AT LEAST TWO <ING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC APPLY MODIFIED CALTRANS STANDARD 3. UNLESS OTHERWISE SHOWN. GROUT SHALL BE OF FLUID C O N S I S T A N C Y AND MIXED IN THE RATIO BY VOLUME: i PART CEMENT, 2, 860 RIGHT-OF-WAY WITHIN THE FY LIMITS. CALL (909) 350-7610. SO. CALIFORNIA EDI SON COMPANY GENERAL TELEPHONE COMPANY _ -T PARTS SAND, 2 PARTS PEA GRAVEL. MINIMUM STRENGTH = 2000 PSI. 7951 REDWOOD AVENUE ATTN: STEVE HOCK3 4. MORTAR SHALL BE UBC TYPE S (2000 PSI), AND SHALL BE FRESHLY PREPARED AND UNIFORMLY 3. THE CONTRACTOR SHALL NC JPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. FONTANA, CA 92335 1400 E. PHILLIPS BLVD. �, 5, �, MIXED IN THE RATIO B Y VOLUME 0 F , i PART CEMENT, 1/2 PART LIME PUTTY, 4-1/2 PARTS SAND THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, CONTRACTOR SHALL COORDI -E WITH THE APPROPRIATE WATER COMPANY FOR VALVE (909) 820-5538 - UNDERGROUND ONTARIO, CA 91766 AND SHALL CONFORM TO ASTM C270, LATEST REVISION. 9, 039 OPERATION AND WATER REC' 1EMENTS. (909) 820-5137 - TRANSMISSIONS (800) 227-2600 5. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM DESIGNATION A615, GRADE INCLUDING ADEQUATE WATERING, AT ALL TIMES. 0 34 (213) 637-1233 - PIPELINES S ANDARD STRIPING DETAIL 39. 40 OR 60, UNLESS OTHERWISE SHOWN ON DETAILS, EXCEPT THAT 1/4' TIES MAY BE PLAIN 4. CURVE DATA REFERS TO TF.- FACE OF CURB. (909) 357-6589 - DISTRIBUTION BARS. STEEL LAPS SHALL BE 40 BAR DIAMETERS OR MORE, AND SHALL OCCUR ONLY WHERE SHOWN. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS 9.APPLY (800) 227-2600 STAiNDAfRD 5TRIPIQG4 1DFTAI,L 23 SPLICES IN REINFORCING STEEL ARE OPTIONAL, AND THE STEEL MAY BE CONTINUOUS WITH THE 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 1,250 LF 0.12 LARGER BAR DIAMETER USED. LONGITUDINAL BARS MAY BE SPLICED ANYWHERE. HORIZONTAL STEEL IN.WALLS SHALL BE PLACED IN BOND BEAM BLOCKS (CUT SLOTS WHERE REQUIRED) BEND HORIZONTAL CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY STEEL AROUND CORNERS, 24' MINIMUM, PRIOR TO GROUTING, VERTICAL STEEL SHALL BE HELD IN 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO ATTN: BILL VANDRKI EFT, JR. ATTN: MICHAEL J. Mc CRAW PLACE BY WIRE TIES AT T 0 P AND BOTTOM 0 F BARS, BUT N 0 T EXCEEDING B' FEET IN SPACING. s s PAVING OF STREETS. (619) 868-6040 8440 NUEVO AVENUE STEEL PLACEMENT IS CRITICAL AT BASE OF WALLS AND AT CHANGES IN BLOCK SIZE. ADHERE FONTANA, CA 92335 STRICTLY TO THE DIMENSIONS SHOWN ON THE PLANS. 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. (909) 822-2201 6. ALL FOOTINGS TO BE POURED ON UNDISTURBED NATURAL GROUND OR ON COMPACTED FILL I(ITH A LF HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FAX: (909) 823-5046 34. MINIMUM DENSITY OF 90% RELATIVE COMPACTION, UNLESS OTHERWISE R E O U I R E D BY THE SOILS 37 FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE UNDERGROUND SERVICE ALERT DETAIL 3 9 A . 7. ENGINEER. UNLESS OTHERWISE SHOWN ON THE PLANS, PROVIDE DRAINAGE THROUGH THE WALL BY ONE OF T H E PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND (800) 227-2600 FROP.WEWLK FOLLOWING METHODS: se SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. WHITE LIMIT LINE _ OR CROSS_W_A_L_K.. A. PLACE A 4° DIAMETER ABS SDR 35 PERFORATED DRAIN LINE BEHIND THE WALL AT THE TOP LF X30 LF 835 LF 2 r.. '� ,' PROP. OF THE FOOTING WITH THE PERFORATIONS POINTED DOWN. PLACE ONE CUBIC FOOT PER FOOT B. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED OF 3/4' GRAVEL AROUND THE PIPE, AT LEAST On OVER THE T 0 P OF PIPE, WRAP THE GRAVEL GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. E"ER(0OAEA IN LINE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS OUTSURROUNDING SIIDETHE WALLPATALOCATIONWHERETHE DISCHARGEOFWATERWILLNOT BECOME OBSTRUCTED. 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SELECT FREQUENT EXIT LOCATIONS SUCH THAT NO DRAIN LINE EXCEEDS 100 FEET. BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; B. OMIT MORTAR FROM VERTICAL JOINTS AT 320 O.C. AND BACKFILL WITH 3/40 GRAVEL BEGINNING WIDE. IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AT THE TOP OF THE FOOTING TO Bu ABOVE THE TOP OF THE WEEPHOLES, AT LEAST 12 THE BOTTOM O F THE OPENINGS TO BE AT LEAST 6 ABOVE THE OUTSIDE FINISH S U R F A C E. CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE COVER THE TOP AND EARTH SIDE OF THE GRAVEL WITH FILTER FABRIC (MIRAFI 140N OR EQUAL). WORK AROUND THEIR FACILITIES. PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DO NOT COVER THE WEEPHOLES WITH FILTER FABRIC. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- 8. SET THE FIRST COURSE OF BLOCKS 1-1/2 INCHES INTO WET FOOTING CONCRETE, ELSE FORM A 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT DEPRESSED KEY IN THE FOOTING CONCRETE 3-i2' WIDE BY 1-12' HIGH IN THE CENTER OF THE BLOCK. WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. SHOWN ON THESE DRAWINGS. 9. PROVIDE VERTICAL EXPANSION JOINTS, SPACED BETWEEN 60' AND 100' APART. PLACE EXPANSION JOINT AT A STEP IN THE FOOTING UNLESS NO STEP IS PRESENT. 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE THE CONTRACTOR AGREES THAT -HE SHALL ASSUME SOLE AND COMPLETE RESPONS- 10. A WATERPROOF COATING SHALL BE APPLIED AS FOLLOWS: TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION DAMPEN THE SURFACE WITH CLEAN WATER AND APPLY TWO COATS OF THEROSEAL FOUNDATION COATING, MINIMUM OF 2 LBS. PER SO. YD. PER COAT TO THE EARTH SIDE OF THE WALL. ADD i PART ACRYL 60 OF THIS PROJECT; INCLUDING SAFETY OF ALL. PERSONS AND PROPERTY; THAT TO EVERY 3 PARTS OF MIXING WATER. FOLLOW THE MANUFACTURERS RECOMMENDATIONS REGARDING 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED THIS SHALL APPLY CONTINUOUSLY. AND NOT BE LIMITED .TO NORMAL WORKING HOURS; THE APPLICATION PROCEDURE. BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,..AND HOLD THE OWNER IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, PROVIDE DRAINAGE SWALE a� IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING BEHIND WALL @ 1% MIN. �FQ0, 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE SLOPE TO DRAIN OUTLET�Q PLACEMENT. - ENGINEER. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 8°x4°x16" SLUMPSTONE CAP Ma = EXISTING CONCRETE. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, #4 CONT.- INSPECTED AND APPROVED. CONSTRUCTION NOTES QUANTITIES 60 WIDE BLOCKS (SLUMPSTONE) ,, ; `� CD 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE ;-HASH I H GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE ITEMT OrTF1�L -,.. r.==D�• ._ f3 @ 16 ° 0 . C . H �_ REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.1 n TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS 1� CONSTRUCT 6 1140 A . C . PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL > 3+Z,&30 SF 11,17 3_T_ON )1077'TOj� 12 2 ° o C L E A R '- ~ J FOR GROUND MOVEMENT. (SEE GENERAL NOTE 27 & 28) INSTALL WEEPHOLES & - w 0 -cn -8--526 GRAVEL PER SPEC 7B ""M 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR 2Q CONSTRUCT B CURB & GUTTER PER CITY STD. DWG. NO. 1003. 12,080 LFLF 3, �OJ01,F TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF�,�; SIDEWALK 2- INDUSTRIAL SAFETY. CONSTRUCT 8- MEDIAN CURB PER CITY STD. DWG. NO. 1003. - 10,403 L.F 81773 LF 17630 L P E: 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. - - `' _ -,�;; .:f LI Z o 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 1006. 8 EA 4 EA 4 E DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCT 1. CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. © CONSTRUCT 4' CONCRETE SIDEWALK PER CITY STD. DWG. N0. 1015 W=PER PLAN. 77,050 SF -5� 990$ 22,060 5F / 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 7Q CONSTRUCT 5 114' A.C. PAVEMENT (MIN) OVER 12' COMPACTED NATIVE MATERIAL 42,340 SF 62 TON 1,270 TON #5 CONT. IN 3 PLACES, 6 x6 KEY DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. (SEE GENERAL NOTE 27 & 28) IN FOOTING AS SHOWN - 2,_6p 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE ® INSTALL BARRICADE PER CITY STD. DWG. NO. 118. 45 LF 45_LF 72 LF TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 9M INSTALL STREET LIGHT (SCE #20) 22,000:LUMEN HPSV 39 EA NIG N,G io CONSTRUCT LOCAL DEPRESSION PER CITY STD. N0. 121. W=PER PLAN. 8 EA 3�A 5��. 0 RETAINING WALL is 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. NOT TO SCALE 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE 1i ROTATE ECCENTRIC MANHOLE CONE & COVER CLEAR OF MEDIAN CURB PRIOR TO CURB CONSTRUCTION 1 EA 1�A• -8-. THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL i2 REMOVE EXISTING BARRICADE 2 EA BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL O 1:EA 1EA• STAKING DURING CONSTRUCTION. N'LY G/L i3 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. DWG. NO.102-C 400 S.F -$- 00 SF. R/W 10G,-111' 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING W=20.00'; R=11.00' 56-61 STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE iq GRIND AND OVERLAY 0.125 FT. (MIN) 211 SF -S' 2 TON TEMPORARY NON-EROOEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. O 16'-21' 15 SAWCUT AND REMOVE EXISTING AC PAVEMENT 90 SF $ 90 g•F 5' 1' 5' 5 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES O -PROP �, 10 �O' 1O• 10' �o' OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. is CONSTRUCT 3' -On (MAX) RETAINING WALL PER DETAIL HEREON 3,610 LF 3,Z701F 340 L1 ,. RETAINING 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY WALL r 0.71 ADJUST MANHOLE COVER & RIM TO NEW GRADES. 32rf A Za EA, 4'L�. 2� -TYP°- - 2% 2� LEVEL LINE MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL i� 2% - - - 29' - - - ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED ie CONSTRUCT BUS BAY PER CITY STD. PLAN N0. 1014. 2, 200 SF 1 1005E t,too 5F AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL PROP NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS T: SIDEWALK PROP PROPOSED PROP i9 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD.,PLAN 300-2 PER DETAIL ON SHT. NO. 6s;F-��# EA I -EA 3FQ MED. CURB G �- G CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. O G + G 20 INSTALL 18' R.C.P.O-LOAD PER PLAN . - 51�LF �3 LF- 8� EF' 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION O Y AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER p �, w;,/�' _ COMPLETION OF ROUGH GRADING. 21 INSTALL 24 R.C.P. D -LOAD PER PLAN. 7 LF -$- 7 EA TYPICAL SECTION 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL 22 REMOVE EXIST. CATCH BASIN. 2 EA 2- EAf SIERRA LAKES PARKWAY STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. SIGNING AND STRIPING NOT TO SCALE 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES so APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED ON PLAN. 510 SF x{-50 SF 20 SF W'LY AT ALL TIMES. A MINIMUM,12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE 76 EA NIC R/W CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. @p INSTALL SIGNS) ON POST AS SHOWN ON PLAN. (POST 56, SIGN ,) 79' 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT 3i INSTALL SIGNS) ON STREET LIGHT STANDARD AS SHOWN ON PLAN. 13 EA NIC 37, GSL 42' PRIOR APPROVAL OF THE INSPECTOR. 360 LF -� 3��OL� "S" 32 APPLY CALTRANS STANDARD STRIPING DETAIL 2. �i _ v '. 15' 22 22 31. THE SEWER CONTRACTOR SHALL STAMP AN IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 33 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 38 TO USE TYPE C 2, 860 LF 1) 055 1,505 L.F _ -T REFLECTIVE PAVEMENT MARKERS (RPM) IN PLACE OF TYPE G RPM'S. �, .860 -,.LF . �, 5, �, 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, 9, 039 LF �'g�p-LF 1, 0$O LF INCLUDING ADEQUATE WATERING, AT ALL TIMES. 0 34 APPLY CALTRANS- S ANDARD STRIPING DETAIL 39. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS 9.APPLY .. CALTRAN-5 STAiNDAfRD 5TRIPIQG4 1DFTAI,L 23 1, 250 1.F -G- 1,250 LF 0.12 AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS 1, 1 16 L F 1� 0-06 LF 50 L� 2% LEVEL LINE �� ~ 2� OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. s s APPLY I; At T R A N S S'T A N D A R D STRIPING DETAIL 22 . 2% A 192 LF 9C� �-F 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL. RESTORE ALL SIGNING, 37 APPLY CALTRANS STANDARD STRIPING DETAIL 3 9 A . - `��` - �-...•.�..y--- FROP.WEWLK STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. se o APPLY SOLID 12 WHITE LIMIT LINE _ OR CROSS_W_A_L_K.. 15105 LF X30 LF 835 LF 2 r.. '� ,' PROP. 0 LF`Z00 �,� O L� �pFESS� c + G TYPICAL SECTION TA N W N V LOCITIES 39 APPLY SOLID 4 WHITE STRIPE PER DETAIL 1/ ON SHEETS 8 THROUGH 10 Q 20' S'LY R/W 10' "E'LY R/W G+G 'PROP. SIDEWALK SUMMIT AVENUE HIGHLAND AVENUE INDEX MAP_ SC ET 800 1600 24.00 WINDFLOWER AVENUE w z W a _ LA SIERRA DRIVE a W in SHT. 10 r i `LIM17S OF JM�VEMEN75 DRAWING 511T NO"S TITLE SHEET 1 IMPROVEMENT PLANS 2-7 STRIPING PLANS 5-10 3200 -RECORD DRAWING PROP. I 1, BIKE PA ESE RECORD DRAWINGS HAVE BEEN PREPARED, IN -..,�,�.�`-•:.. ART, ON THE BASIS OF INFORMATION COMPILE® AND VICINITY M R FUNISHED BY OTHERS, THE ENGINEER WILT. NOT EE 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUS I ED I D E O PIED N,q� RESPONSIBLEF+ORANY ERRpFiSpgp�,�Igglp(�gyyH�}� EXCEED 25 MILES PER HOUR. R• R�,y HAVE BEEN MW NOT TO SCALE 4o APPLY MODIFIED CALTEANS STANDARD STRIPING DETAIL 12 TO USE TYPE C <v c 2 AUGUSTA DRIVE ARESW7HUMOF , ,�.,, �;,�. 9 , 992 L F 8,-�2 2-L F 1, 370 I�� � ce, y �, 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM S. -xj, '= k � o C66388 z NOT TO SCALE AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.;LL �` �. ` �'� _�,-�, - �. pµASE► INSTALL TYPE K-1 MARKER AT MEDIAN NOSE PER CALTRANS STANDAR (Co sT. NOTES CoN'r ` <. "° ~ ,� �' =�' � _�`' A �' TOTAL CED ��� 4 i PLANS, P A 7 3 A . MADOLEMDASSOCIATES, INC. • 5 E A 2 EA 3 �A Exp BENCH MARK: # 615 BASIS OF BEARINGS: 2 CONST J.S. PER APWA STD PLAN 331_2 A=45'8_193" G-4.25' 0-5+" �:: 2 EA I �'A I �a 76M&R A �, � � ,�. CITY OF FONTANA,CALIFORNIA 2 CONST. L.O. PGI2 AP W(A 5'in PLAN 313-f W PER PLAN. ;, - 2 EA l EA 1 EA °` _ q IVI RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89° 30' 06"E ALONG 2 � . _,.,. 4 2 REMOVE V E EXISTING STRIP. Onterbs GA 91761 -8- L F OFF of CITRUS AVE. AND LOS CEDROS , 21 CONST. COLLAR PE12 APWA S � D PLAM 380-Z . �'�-�-� 2 F_A ► EA I -EA � _CALF AVE.. IN POWER POLE NO. 9011E THE N0. LINE OF SEC. 30 T . 1N . fir. •` _ �`u� ,_ R . 5W . , S.B.M. PER R.S. 58/5, WAS y ON THE EAST SIDE OF CITRUS AVE. USED AS THE BASIS OF BEARINGS FOR O2$ CONST. C'0XM6rRC1,4 Underground Service Alert PLANS PREPARED OR _ ELEVATION: 1467.59 THIS PLAN. D&.vr,oER CITY 3 ADDED DR/ VE- WA �r1s �� i2 s l Oca RI2 5-1.0 DRAWN BY. TRACT MAP NO. 15908 SCALE: STD. /005.4. Clilll� KAUFMAN & BROAD - ADD .0 CR s MED/A c PREPARED IN THE OFFICE of J.K_D. zj\o ATTN: MR. GLEN CROSBY SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,2 �E1//SED sidcii�v� sraiPin�� �'u~'; 4' 10 MADOLE AND ASSOCIATES, INC ,Q4��Toj�Nq�DESIGNED: SIERRA LAKES PKWY . AUGUSTA DR . AS SHOWN TOIL FREE 80 CORPORATE CENTER DRIVE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL OF THE INLAND EMPIRE X�, � Mz No��� J.K.D. STREET IMPROVEMENT PLANS 1-600 SUITE 201 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, /2 3 a v'S Z( 10601 CHURCH STREET STE . 107 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS RANCHO CUCAMONGA, CA 91730 No . -14814 m D CHECKED: TITLE SHEET DATE: 227-2600 POMONA, CA. 91768-2641 TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND -- PHONE (909) 948-1311 Exp: 3-31-05 ,� M.N.S. RC CO27 d/ PHONE: 909 802-1100 .511 EWALfC DELETED 1=f0AT /'9435-1 G. FD 3% Z FAX: '�- STANDARDS ..IN EFFECT_ s JOB NO. APPROVED BY: DWG. NO. SHEET NO. TWO WORKING DAYS BEFORE YOU DIG 909 80� 1111 CoNrRG1cT; NOT C�JtiCSTI�UCr 'n l 2 ��rF o1V1�- OQ��Q �. ;�,,,� ,(,u o� 40464- 91111w 27J7 OF C A%L T 826- i 163 I p� 0 REVISIONS APPROVAL DATE APPROVAL DATE J MADOLE R . C . E . 14814 DTE t�2 CITY ENGINEER R.C.E. -5r1�•� -'E-XP.. 9 99-0 *P* CARTER AVENUE TITLE SHEET 1 - 21 [0, 2311 PF: 1154 6601 27 -Jun -01 12: 34 PM f 926-1154-1 DWG. DATE: