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HomeMy WebLinkAbout4423-1PRECEDENCE PROVISIONS IN THE GREEN BOOK THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT STREET IMPROVEMENT PLANS GENERAL NOTES: 0 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS O 0 o' 1536 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND ENGINEERING a� DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 1535 PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. o U, 3p% 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES. METHODS AND PROCEDURES DESCRIBED 0 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE T 1534 CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE � o 7 ENGINEER. PRECEDENCE PROVISIONS IN THE GREEN BOOK THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY 1537 ENGINEER FOR RESOLUTION. 0 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. O 0 o' 1536 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING a� DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS 1535 PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. �� cnLn 3p% 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES. METHODS AND PROCEDURES DESCRIBED IN THE STATE OF 1534 CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC 7 ENGINEER. VICINITY MAP N.T.S. 1533 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Lrj2 1532 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. 1531 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF 5+00 5+50 6+00 6+50 THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE m STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND m SAFETY. 0 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT z Li PURPOSE. CD LO 10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE THE I D 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 1536 ALERT AT 1- 800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. ll.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 1535 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. 1534 12.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 1533 13.CURVE DATA REFERS TO THE FACE OF CURB. 14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 1532 15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE 7+00 Li Q 0 O 0 o' Q N ~ a� + U m I- U co I- o0 Li �� cnLn 3p% _- - SIERRA LAKES PKWY 210 7 VICINITY MAP N.T.S. Lrj2 v o� LO C3 Q U7 Q r S -2 % Q� Q� � .-_' Fv�v + ro rn c LO - N < �j 0c S - % "2-6- FF A E. Ln Q LO �i ,2__ + cn r- M A rr) o cn o Q `� N � 2540/6), G EN1E Lr N Ln Q U) co N L0 S 2.4A% U) Ll) `- 'f R U) ---- POSED -T PR LO s - H OR I Z.: 1:20 - HORIZ.: 1:20 VERT.: 1: 2 1531 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF 5+00 5+50 6+00 6+50 THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE m STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND m SAFETY. 0 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT z Li PURPOSE. CD LO 10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE THE I D 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 1536 ALERT AT 1- 800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. ll.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 1535 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. 1534 12.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 1533 13.CURVE DATA REFERS TO THE FACE OF CURB. 14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 1532 15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE 7+00 WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 1531 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 5+00 5+50 6+00 6+50 7+00 16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. _LXIST_ R_n_W, 0 17.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, _ e EXIST R.O.W.ROWN00°00'47"E w ° _ _EXIST. R.O.W.R0We e _ Li Q 0 O 0 o' Q N ~ 15 w + U m I- U co I- o0 Li 3p% RB 2 ' R� SIERRA LAKES PKWY 210 7 VICINITY MAP N.T.S. Lrj2 v LO C3 Q U7 ED Q� Q� � .-_' Fv�v N < �j f00 U - 0 t1� 0 Ln Q LO �i ,2__ rr) Lr N Ln Q U) co N L0 S 2.4A% U) Ll) `- 'f R ---- POSED -T PR HORIZ.: 1:20 Fv _ Zp RB R� VERT.. 1: 2 OF WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 1531 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 5+00 5+50 6+00 6+50 7+00 16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. _LXIST_ R_n_W, 0 17.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, _ e EXIST R.O.W.ROWN00°00'47"E w ° _ _EXIST. R.O.W.R0We e _ *THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCTION NOTES: n Kli-lvo O1 CONST. 6" CURB AND GUTTER PER CIN STANDARD 1000 126.86 LF O2 CONST. SIDEWALK PER CIN STANDARD 1006 634.3 SQ.F-f O3 CONST. RESIDENTIAL CONC. DWY (W=20') PER CITY STANDARD 1002 1 EA ® EXISTING WATER METER UPGRADE 1 EA O5 EXISTING POWER POLE TO PROTECT IN PLACE 1 . EA © EXISTING MAIL BOX TO BE RECOLATED 2 EA O7 PROPOSED REDWOOD HEADER PER DETAIL 2 58.7 LF O8 CONSTR. 4" MIN A.C. OVER 12" MIN. 0'F 95% COMPACTED NATIVE SUBGRADE 1,336 SF 90 GRIND AND OVERLAY SEE DETAIL 1 IN THIS SHEET 1,550 SF SHALL BE DONE BY A REGISTERED CIVIL ENGINEER UNLICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED o 0M �nc0 AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO o w�'� r'�� _- - Q 0) CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATERREPLACEMENT OF THE MONUMENT. ° _ CI sJ �"' o Pn 32.0'LO 0 �.\o 18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE EDGE PAV. �, o , - EDGE PAV. J z II ,��- - -fir - - ate- --- - ,�--- ��--�11-- - --- --'1-- Q-_-- (_) __--- -- SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. m ; � 50.0' o� (1532.66 77/ FS 771 33.27-F� N00°00 47 E (1534.96 FS)� , Q w .-- 5 -� 00 �,c�n a:cv \bb ' 6 + 00 (1,533:83 FS) (1534.38 FS) `� o,Qn' ��7�i- 00 w 19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL - - - - oOK) - - - ����� - ti zaf+ _ TIMES. 21.5�� M 0 °- Lo \` 1534.68 FS �� o o Q 1 T12.0 u, o � Q 1532.38 FS 1532.99 FS 12.2 1534.10 FS o z F_ 1 2.2� MAE AVE' 1533.55 FS 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. \ � N. :. ., c_ ...tit... ., _:.: :,.. ..., \ .., �. '�\ 21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD SILT OR DEBRIS TO BE. DEPOSITED UNTO PUBLIC OR � \� ti. � :.. . PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. _ 30.0 _ EXIST. R.O.W. _ 'E-'�3.0� _ _ _ r2:0.;Or_.` PP GWASWr 22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. -7 1\100°00 4�1E 126.86 7 1N90 00 00 W 1126.86 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE I I 7 - R 0. EXIST. R.O.W. RE- WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. I Ex. colvc. I 1 1 = IN00 00 47 E 2 4 126.8 8 9 I Q I PROP. W 5 1 1 DRIVEWAY I 1 f.,Q ( I N� I ( I EX. CONC. 24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON I I J 6;( I N I A.P.N.: 0226-163-06 I DRIVEWAY I INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING I J �.. ,QMH I +< IMPROVEMENTS. A.�.N.. 0226- 163- 04 q I A.P.N.: 0226-163-05 I C° Q Q 25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND I I I I c/) w I SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. I - - - - - - -� I I I > 1 26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. I EX. HOUSEZ-�- 27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. PLAIN VIEW SCALE:1 ":20' 0' 20' 40' 60' 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. Q�� FINISHED SURFACE , /j SCALE: 1 :20 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. FINISHED GRADE //r" �,�_;:.. , ;.': LEGEND 31.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER ASREDWOOD HEADER (2"x8") F. H. = FIRE HYDRANT ELEC VAULT = ELECTRIC VAULT TC = TOP OF CURB DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 2"x2"x24" REDWOOD STAKE @ 2.5' 0. C. NOTE: STLT = STREET LIGHT ® WV = WATER VALVE G.B. = GRADE BREAK 32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE USE 16D GALVANIZED NAILS •�- RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF BLOCK USE 1'X -12 TRFSIG = TRAFFIC SIGNAL F SMH = SEWER MANHOLE FL = FLOW LINE SPLICES"x2' SPLICE ROUGH GRADING. � -�- = SIGN @SDMH = STORM DRAIN MANHOLE TB = TOP OF BERM COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING ❑ PB = PULL BOX FS = FINISH SURFACE 33.ALL MANHOLES, CLEANOUT FRAMES, 2 REDWOOD HEADER DETAIL ❑ WM = WATER METER TTELMH = TELEPHONE MANHOLE FG = FINISH GRAGE CONTRACTOR UPON COMPLETION OF PAVING. O ❑ TELPED - TELEPHONE PEDESTAL PP = POWER POLE BW = BACK OF WALK 34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC ❑ MB = MAIL BOX S W - SIDEWALK CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. / - REMOVE EXIST AC PAVEMENT 35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO BASIS OF BEARING:`'',` PROP AC PAVEMENT -ITEM 8 THE SATISFACTION OF THE CITY ENGINEER. TOPOGRAPHIC MAP WAS PERFORM ON 08-26-07 AND THE 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LEGAL DESCRIPTION: DRAWINGS TO THE CITY ENGINEER. LINE OF MALOOF STREET BEING N 00° 00' 47" E AS SHOWN ON RECORD OF SURVEY No. 81/64. TRACT No. 2177. MALOOF HIGHALAND AVENUE. TRACT No.1 LOT 115 A.P.N.: 0226-163-05-0000 BENCHMARK ID: 623 DATE: 10/8 ELEVATION: 1527.13 DESCRIPTION: MALOOF AVE & CARTER, CHIZ "X" ON F.H. FLANGE W/S MALOOF N/0 CARTER (200' PLUS OR MINUS) ELEVATION. 1.527.13 TOLL FREE `"� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROPERTY OWNER: BENIGNO & ONORIO MORALES 6207 MALOOF AVENUE FONTANA, CA., 92336 PHONE: 1 909 428 4829 A.P.N.: 0226-163-05-0000 1 & ao7+50 DgIV6WAY @StA 5+49301-1/Z3/ RE V. REVISION DESCRIPTION DATE ENGR, CITY SHOULD CONSTRUCTIOki OF THE REQUIRED IMPRO\/E Iv1Ei",,1Tc NOT COMMEkICE WITHII`i TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON A111D CARRIED FORTH I1\1 r, DILIGENT MAl`\11\,IER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRII'\!G THEM lNTO COkIFORM/'0�Kf.E WITI-I DATE STAI`]DARDS Ik] EFFECT. PRpFESSIO N M. W r� No. C69511 # EXP.6/30/08 ��9TE FI V 11Eo��1P C A1 - APPROVED BY: WEST EAST R/W=e 64, R/W=E 32' . I _ 32' PROP. R/W T 25' EX. R71 /W w I 20' 12' w w 12.2 5' ' 0.5' i CD w 1.5% �2- MAX NATURAL GRADE PROPOSED SECTION MALOOF AVENUE - T.I. = 5.5 N.T.S. 0.10' MIN GRIND EXIST. A.C. PAVEMENT (MIN. 0.10' THICKNESS) _ A.C. PAVEMENT OVERLAY (MIN. 0.10' THICKNESS) 5' 1' MIN. MIN. PROPOSED I A.C. PAVEMENT EXISTING -" A.C. PAVEMENT oTYPICAL PAVEMENT JOIN DETAIL N.T.S. ISRAEL AFAURIC/OOALY/S ENGINEERING - LAND DEVELOPMENT 3462 BUCKINGHAM RD. DRAWN BY: CHINO HILLS, CA., 91709 GL (909) 238 5504 FAX (909) 614 1525 DESIGNED BY: MG No. 69511 6/30/08 CHECKED BY CIVI ENGINEER oZ/zo/o8 LIC. EXP. MG I G �l SAWCUT AND REMOVE I O EXISTING AC PAVEMENT 13, CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: 6207 MALOOF AVENUE AS SHOWN TITLE SHEET DATE: APP,p,;DVED X31`: CITY ENGINEER 9/21/07 3/03/0 DRAINING Ivo.: DATE R.C.EI 5*1 152 4423l Li Q 0 0 0 o' Q CURTIS AVE ::�i 15 w SIT Li SIERRA LAKES PKWY 210 7 VICINITY MAP N.T.S. *THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCTION NOTES: n Kli-lvo O1 CONST. 6" CURB AND GUTTER PER CIN STANDARD 1000 126.86 LF O2 CONST. SIDEWALK PER CIN STANDARD 1006 634.3 SQ.F-f O3 CONST. RESIDENTIAL CONC. DWY (W=20') PER CITY STANDARD 1002 1 EA ® EXISTING WATER METER UPGRADE 1 EA O5 EXISTING POWER POLE TO PROTECT IN PLACE 1 . EA © EXISTING MAIL BOX TO BE RECOLATED 2 EA O7 PROPOSED REDWOOD HEADER PER DETAIL 2 58.7 LF O8 CONSTR. 4" MIN A.C. OVER 12" MIN. 0'F 95% COMPACTED NATIVE SUBGRADE 1,336 SF 90 GRIND AND OVERLAY SEE DETAIL 1 IN THIS SHEET 1,550 SF SHALL BE DONE BY A REGISTERED CIVIL ENGINEER UNLICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED o 0M �nc0 AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO o w�'� r'�� _- - Q 0) CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATERREPLACEMENT OF THE MONUMENT. ° _ CI sJ �"' o Pn 32.0'LO 0 �.\o 18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE EDGE PAV. �, o , - EDGE PAV. J z II ,��- - -fir - - ate- --- - ,�--- ��--�11-- - --- --'1-- Q-_-- (_) __--- -- SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. m ; � 50.0' o� (1532.66 77/ FS 771 33.27-F� N00°00 47 E (1534.96 FS)� , Q w .-- 5 -� 00 �,c�n a:cv \bb ' 6 + 00 (1,533:83 FS) (1534.38 FS) `� o,Qn' ��7�i- 00 w 19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL - - - - oOK) - - - ����� - ti zaf+ _ TIMES. 21.5�� M 0 °- Lo \` 1534.68 FS �� o o Q 1 T12.0 u, o � Q 1532.38 FS 1532.99 FS 12.2 1534.10 FS o z F_ 1 2.2� MAE AVE' 1533.55 FS 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. \ � N. :. ., c_ ...tit... ., _:.: :,.. ..., \ .., �. '�\ 21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD SILT OR DEBRIS TO BE. DEPOSITED UNTO PUBLIC OR � \� ti. � :.. . PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. _ 30.0 _ EXIST. R.O.W. _ 'E-'�3.0� _ _ _ r2:0.;Or_.` PP GWASWr 22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. -7 1\100°00 4�1E 126.86 7 1N90 00 00 W 1126.86 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE I I 7 - R 0. EXIST. R.O.W. RE- WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. I Ex. colvc. I 1 1 = IN00 00 47 E 2 4 126.8 8 9 I Q I PROP. W 5 1 1 DRIVEWAY I 1 f.,Q ( I N� I ( I EX. CONC. 24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON I I J 6;( I N I A.P.N.: 0226-163-06 I DRIVEWAY I INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING I J �.. ,QMH I +< IMPROVEMENTS. A.�.N.. 0226- 163- 04 q I A.P.N.: 0226-163-05 I C° Q Q 25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND I I I I c/) w I SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. I - - - - - - -� I I I > 1 26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. I EX. HOUSEZ-�- 27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. PLAIN VIEW SCALE:1 ":20' 0' 20' 40' 60' 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. Q�� FINISHED SURFACE , /j SCALE: 1 :20 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. FINISHED GRADE //r" �,�_;:.. , ;.': LEGEND 31.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER ASREDWOOD HEADER (2"x8") F. H. = FIRE HYDRANT ELEC VAULT = ELECTRIC VAULT TC = TOP OF CURB DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 2"x2"x24" REDWOOD STAKE @ 2.5' 0. C. NOTE: STLT = STREET LIGHT ® WV = WATER VALVE G.B. = GRADE BREAK 32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE USE 16D GALVANIZED NAILS •�- RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF BLOCK USE 1'X -12 TRFSIG = TRAFFIC SIGNAL F SMH = SEWER MANHOLE FL = FLOW LINE SPLICES"x2' SPLICE ROUGH GRADING. � -�- = SIGN @SDMH = STORM DRAIN MANHOLE TB = TOP OF BERM COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING ❑ PB = PULL BOX FS = FINISH SURFACE 33.ALL MANHOLES, CLEANOUT FRAMES, 2 REDWOOD HEADER DETAIL ❑ WM = WATER METER TTELMH = TELEPHONE MANHOLE FG = FINISH GRAGE CONTRACTOR UPON COMPLETION OF PAVING. O ❑ TELPED - TELEPHONE PEDESTAL PP = POWER POLE BW = BACK OF WALK 34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC ❑ MB = MAIL BOX S W - SIDEWALK CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. / - REMOVE EXIST AC PAVEMENT 35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO BASIS OF BEARING:`'',` PROP AC PAVEMENT -ITEM 8 THE SATISFACTION OF THE CITY ENGINEER. TOPOGRAPHIC MAP WAS PERFORM ON 08-26-07 AND THE 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LEGAL DESCRIPTION: DRAWINGS TO THE CITY ENGINEER. LINE OF MALOOF STREET BEING N 00° 00' 47" E AS SHOWN ON RECORD OF SURVEY No. 81/64. TRACT No. 2177. MALOOF HIGHALAND AVENUE. TRACT No.1 LOT 115 A.P.N.: 0226-163-05-0000 BENCHMARK ID: 623 DATE: 10/8 ELEVATION: 1527.13 DESCRIPTION: MALOOF AVE & CARTER, CHIZ "X" ON F.H. FLANGE W/S MALOOF N/0 CARTER (200' PLUS OR MINUS) ELEVATION. 1.527.13 TOLL FREE `"� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROPERTY OWNER: BENIGNO & ONORIO MORALES 6207 MALOOF AVENUE FONTANA, CA., 92336 PHONE: 1 909 428 4829 A.P.N.: 0226-163-05-0000 1 & ao7+50 DgIV6WAY @StA 5+49301-1/Z3/ RE V. REVISION DESCRIPTION DATE ENGR, CITY SHOULD CONSTRUCTIOki OF THE REQUIRED IMPRO\/E Iv1Ei",,1Tc NOT COMMEkICE WITHII`i TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON A111D CARRIED FORTH I1\1 r, DILIGENT MAl`\11\,IER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRII'\!G THEM lNTO COkIFORM/'0�Kf.E WITI-I DATE STAI`]DARDS Ik] EFFECT. PRpFESSIO N M. W r� No. C69511 # EXP.6/30/08 ��9TE FI V 11Eo��1P C A1 - APPROVED BY: WEST EAST R/W=e 64, R/W=E 32' . I _ 32' PROP. R/W T 25' EX. R71 /W w I 20' 12' w w 12.2 5' ' 0.5' i CD w 1.5% �2- MAX NATURAL GRADE PROPOSED SECTION MALOOF AVENUE - T.I. = 5.5 N.T.S. 0.10' MIN GRIND EXIST. A.C. PAVEMENT (MIN. 0.10' THICKNESS) _ A.C. PAVEMENT OVERLAY (MIN. 0.10' THICKNESS) 5' 1' MIN. MIN. PROPOSED I A.C. PAVEMENT EXISTING -" A.C. PAVEMENT oTYPICAL PAVEMENT JOIN DETAIL N.T.S. ISRAEL AFAURIC/OOALY/S ENGINEERING - LAND DEVELOPMENT 3462 BUCKINGHAM RD. DRAWN BY: CHINO HILLS, CA., 91709 GL (909) 238 5504 FAX (909) 614 1525 DESIGNED BY: MG No. 69511 6/30/08 CHECKED BY CIVI ENGINEER oZ/zo/o8 LIC. EXP. MG I G �l SAWCUT AND REMOVE I O EXISTING AC PAVEMENT 13, CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: 6207 MALOOF AVENUE AS SHOWN TITLE SHEET DATE: APP,p,;DVED X31`: CITY ENGINEER 9/21/07 3/03/0 DRAINING Ivo.: DATE R.C.EI 5*1 152 4423l ., � . .�-�I *� _