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Home My WebLink About3673-12A:.►.....:......:.......:...._.:.... ... ... .. _................._.... _....:. :.__ . __TOP O..__ OF NEW CURB LL Q ti .... ......................... Z_ ...........:..............:...._........__... C O LO O M L o� o :1470 N M O In O N+co 00 Zr� .:..........+ C�ww �cn� ......_.........................._.._...._.._..... ohm ti� )0.73% NN......................... >... ......... ......:...... .0 0) L0...... �� ....... .._............................ .... + 00 N � 1470 87°°ro_......... ............................ .. ...;......._ 1465 0.86% 0.77% 0.8 ° - .84 1465 4 00 ............. ..... ... .... - - EXISTING SURFACE LU N CENTERLLU INE � AT CEN rn 0 o rn ry� Lq � o NCO ti o CO °' 6 N O � O O M O � � M f� O � � 6j � CO �,.� 7 O O f� (i I� O� + COa+0 (0 + O z 1470 Ln Cfl tC) (f) CO + .�-- . co � M �r N N `- M N vQ C0 07 O N (0 + + O ti N N N r J .: ..... ...... ....... :.._.......... ......._....._...... + I � � 't N ' r �� N �N N� N _ ............ 1.02°/ 111% 0.67% -0. 8% -1-679,, 1.08% _ ..............>......:.......,. 0 1.03% - --- _.... - 0.61 % 0.93 /o _ - (-1.25%� (1.47%i ..: 14 6 .,.4., 1465 ' °' W --w 1- 00 + O O N - O ti .w i O M �N 00 (0 0) M + N N i i ... ..-Cl)... .- ......i...._.c..._.._:.....-........i.......:......_...... .. wZ J Z TOP OF EXISTING CUR Q Q a . .......... 147 0 .4op 0 0 0 ' O O O (D O� � N � ti + Cc 1470 O O O l(� Q co O N O O L M -� O + CO .0 a0 3i.__..i........... O p N N .. .. .....: (6 +(0 00 N C'J ._...c_.....:......:......t_.....:_.. - (.0 N N •- N c- _ + ... .. _ _. _. .. _...._ _...........i... 0 1.28% 1.20% 1.05% _ i...... ..... ;..�. 0.69% 99 0 0.78%% 88 0. ... 146 °� . .. _ _ .89° .:.....:.. ;.... 1465 z ........ 00)6ZZ 1100 ....; Fn ... .............. ... ... .. .. ... �� ti�w� z .............,................................... ... _ .. PROFILE v o�op .. wZ 40 �- + wLU ly �� HORIZ 1"= VERT 1"=4' N =ZU 25+00 26+00 PLAN 1"=40' 27+00 28+00 29+00 a_--------- ----- 9 7 12 z 0 Z z 3 U, m rn a M N U) STA NDA RD STREET IMPROVEMENT NOTES 1. The Contractor shall be responsible for the clearing of the proposed work area. Contractor must inform City of construction schedule at least 48 hours prior to beginning of construction. Inspection telephone: (909) 350-6642. 2. The Contractor shall install street name signs conforming to the appropriate City Standards J. All work performed shall be in accordance with the Standard Specifications for Public Works Construction, current edition, including supplements, except as otherwise noted on the project plans. 4. Engineer shall install street centerline monuments as required by City ordinance for new development and replacement of disturbed or covered existing monuments. 5. It shall be the responsibility of the contractor to apply to the City Engineer's office, permit section, prior to construction for a permit for all work within the public right-of-way. 6. A.C. paving of city streets shall be a minimum of .40 foot thick and shall be laid in two (2) separate lifts. The final lift shall be a .10 foot minimum. All underground work, grading and any necessary concrete removals shall be completed prior to final paving unless approved otherwise by the City Engineer. 7. Curb depressions and driveway approaches shall be constructed according to the appropriate City Standards and as directed in the field. 8. All underground facilities, with laterals, shall be in place prior to paving the street section including, but not limited to, the following: sewer, water, electric, gas, and drainage. 9. All street sections are tentative. Additional soil tests shall be taken after rough grading to determine the exact street section requirements. 10. Emulsion -Aggregate slurry, type 1, as defined in section 203-5 of Standard Specifications for Public Works Construction, shall be applied to all A.C. surfaces one year after acceptance of public improvements by City and prior to the 10% bond release. All striping shall be replaced per approved signing/striping plan. 11. Install street trees (if required) in accordance with the appropriate City of Fontana /andcape standards. 12. Blue dots shall be installed adjacent to any required fire hydrant, and approved by the Fire Department. 13. Prime coat is required prior to paving all grades in excess of 10% 14. No public travelled street shall be closed to traffic without prior City Traffic Engineer approval. 15. City approval of plans does not relieve the contractor from responsibility for the correction of errors and omissions discovered during construction. Upon request plan revisions shall be promptly submitted to the City Engineer for approval. 16. The quantity, thickness and limits of areas noted for asphalt over/ay are for estimation purposes only. Pavement determined to be unsuitable for overlay due to cracking, subsidence, irregular surface, age, material composition, or water damage shall be removed or repaired at the direction of the City Engineer. The civil engineer shall revise the improvement plans showing the affected area upon notification by the contractor or the City Engineer. 17. Al/ backfill shall be 95% relative compaction unless otherwise specified and shall be certified by the developers soils engineer prior to paving. 18. Sewer and water laterals shall be marked on the curb. 19. All water valves or sewer manholes shat/ be raised to grade. 20. No trenches shall be left open overnight unless approved by the City O Z af 0 = o Engineer. U7U 1---0 0 o Z 21. if any utilities or facilities conflict with proposed improvements, work o_x P P P z 0 � CONSTRUCTION NOTES shall stop and the engineer shall be notified immediate/y. W ,� w w + �U)0� o w m REMOVE EXISTING AC PAVEMENTFROM STA. 27+53.09 TO STA. 28+89.00 AS SHOWN. 0 4 5 1 < w z ' 22. All utilities shall be installed, tested and approved prior to paving. + cn m - U 13 REMOVE EXISTING CURB, GUTTER AND SIDEWALK FROM STA. 27+53.09 TO STA. 28+89 AND DISPOSE. N ` 2 2 'v1 SAWCUT EXISTING AC AS DIRECTED TO ACCEPT NEW AC PAVEMENT. 23. All traffic control devices, signs, markings or striping shall be in place -. - SCARIFY 12" OF NATIVE, COMPACT TO 95% AND PREPARE FOR AC PAVEMENT. prior to paving. Street striping shall be completed prior to street ---- 5 PLACE 4-1/2" OF AC PAVEMENT OVER 12" COMPACTED NATIVE. Open/ng. NI F~- // N 28+00 5 -'� �� 129+00 2 +49.78 RELOCATE CHAIN LINK FENCE TO RIGHT OF WAY. _ SMH CONSTRUCT 6" PCC DRIVE APPROACH AS DIRECTED. 24. The existence and location of any underground utility pipes or 3 ^ �> 11 ti o SES G/ 7Y o,� -0A) 7-,4 A)4 � structures shown on theseIons were obtained by a search of - - --- - -- m RELOCATE MAILBOX p -------------- - D� J(; /U0 3 2 4 7 8 available records. These locations are approximate and shall be -- U ADJUST WATER METERS TO GRADE -5Az /C-: ,S & C /(o confirmed in the field by contractors, so that any necessary adjustment 14 IG RESTRIPE STREET AND INTERSECTION AS DIRECTED WITH THERMOPLASTIC STRIPING. X 5 2 - w can be made in alignment and/or grade of the proposed improvement. 9 8 00-- o EXISTING ASPHALT -PROTECT IN PLACE The contractor is required to take due precautionary measures to 127 6 Z 12 PLACE 3" OF AC PAVEMENT IN DRIVEWAY BEHIND SIDEWALK FOR SMOOTH TRANSITION AS DIRECTED BY FIELD INSPECTOR. protect any utility lines shown and other lines not of record or not 00 1g ADJUST MANHOLES TO GRADE. shown on these plans. co 1tJ. CONSTRUCT 6" Ce'G PER C IT*( STD 1003 co N 25. Traffic control shall be in accordance with the current edition of the Q "Manua/ of Uniform Traffic Control Devices. " LOS CEDROS AVENUE DETAIL: SCALE 1:10 D (3, O eT 01-800-227-2600 DIALTW❑ WORKING BEFOREDAYS BEFORE YOU DIGY❑U DIG TOLLFREE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT O..__ ....... ....... ...... ....... .._........ ........... .. .. LL Q ti Z_ ...........:..............:...._........__... NQS Oorr Zr� C�ww �cn� ......_.........................._.._...._.._..... ohm www........................_....... U)I-- D >... ......... Z)ZU 0) L0...... �� ....... .._............................ .... + 00 N � 1470 ............................ .. ...... .............. 1465 ............. ..... ... .... - - EXISTING SURFACE LU N CENTERLLU INE � AT CEN rn 0 o rn ry� Lq � o NCO ti o CO °' 6 N O � O O M O � � M f� O � � 6j � CO �,.� 7 O O f� (i I� O� + COa+0 (0 + O z 1470 Ln Cfl tC) (f) CO + .�-- . co � M �r N N `- M N vQ C0 07 O N (0 + + O ti N N N r J .: ..... ...... ....... :.._.......... ......._....._...... + I � � 't N ' r �� N �N N� N _ ............ 1.02°/ 111% 0.67% -0. 8% -1-679,, 1.08% _ ..............>......:.......,. 0 1.03% - --- _.... - 0.61 % 0.93 /o _ - (-1.25%� (1.47%i ..: 14 6 .,.4., 1465 ' °' W --w 1- 00 + O O N - O ti .w i O M �N 00 (0 0) M + N N i i ... ..-Cl)... .- ......i...._.c..._.._:.....-........i.......:......_...... .. wZ J Z TOP OF EXISTING CUR Q Q a . .......... 147 0 .4op 0 0 0 ' O O O (D O� � N � ti + Cc 1470 O O O l(� Q co O N O O L M -� O + CO .0 a0 3i.__..i........... O p N N .. .. .....: (6 +(0 00 N C'J ._...c_.....:......:......t_.....:_.. - (.0 N N •- N c- _ + ... .. _ _. _. .. _...._ _...........i... 0 1.28% 1.20% 1.05% _ i...... ..... ;..�. 0.69% 99 0 0.78%% 88 0. ... 146 °� . .. _ _ .89° .:.....:.. ;.... 1465 z ........ 00)6ZZ 1100 ....; Fn ... .............. ... ... .. .. ... �� ti�w� z .............,................................... ... _ .. PROFILE v o�op .. wZ 40 �- + wLU ly �� HORIZ 1"= VERT 1"=4' N =ZU 25+00 26+00 PLAN 1"=40' 27+00 28+00 29+00 a_--------- ----- 9 7 12 z 0 Z z 3 U, m rn a M N U) STA NDA RD STREET IMPROVEMENT NOTES 1. The Contractor shall be responsible for the clearing of the proposed work area. Contractor must inform City of construction schedule at least 48 hours prior to beginning of construction. Inspection telephone: (909) 350-6642. 2. The Contractor shall install street name signs conforming to the appropriate City Standards J. All work performed shall be in accordance with the Standard Specifications for Public Works Construction, current edition, including supplements, except as otherwise noted on the project plans. 4. Engineer shall install street centerline monuments as required by City ordinance for new development and replacement of disturbed or covered existing monuments. 5. It shall be the responsibility of the contractor to apply to the City Engineer's office, permit section, prior to construction for a permit for all work within the public right-of-way. 6. A.C. paving of city streets shall be a minimum of .40 foot thick and shall be laid in two (2) separate lifts. The final lift shall be a .10 foot minimum. All underground work, grading and any necessary concrete removals shall be completed prior to final paving unless approved otherwise by the City Engineer. 7. Curb depressions and driveway approaches shall be constructed according to the appropriate City Standards and as directed in the field. 8. All underground facilities, with laterals, shall be in place prior to paving the street section including, but not limited to, the following: sewer, water, electric, gas, and drainage. 9. All street sections are tentative. Additional soil tests shall be taken after rough grading to determine the exact street section requirements. 10. Emulsion -Aggregate slurry, type 1, as defined in section 203-5 of Standard Specifications for Public Works Construction, shall be applied to all A.C. surfaces one year after acceptance of public improvements by City and prior to the 10% bond release. All striping shall be replaced per approved signing/striping plan. 11. Install street trees (if required) in accordance with the appropriate City of Fontana /andcape standards. 12. Blue dots shall be installed adjacent to any required fire hydrant, and approved by the Fire Department. 13. Prime coat is required prior to paving all grades in excess of 10% 14. No public travelled street shall be closed to traffic without prior City Traffic Engineer approval. 15. City approval of plans does not relieve the contractor from responsibility for the correction of errors and omissions discovered during construction. Upon request plan revisions shall be promptly submitted to the City Engineer for approval. 16. The quantity, thickness and limits of areas noted for asphalt over/ay are for estimation purposes only. Pavement determined to be unsuitable for overlay due to cracking, subsidence, irregular surface, age, material composition, or water damage shall be removed or repaired at the direction of the City Engineer. The civil engineer shall revise the improvement plans showing the affected area upon notification by the contractor or the City Engineer. 17. Al/ backfill shall be 95% relative compaction unless otherwise specified and shall be certified by the developers soils engineer prior to paving. 18. Sewer and water laterals shall be marked on the curb. 19. All water valves or sewer manholes shat/ be raised to grade. 20. No trenches shall be left open overnight unless approved by the City O Z af 0 = o Engineer. U7U 1---0 0 o Z 21. if any utilities or facilities conflict with proposed improvements, work o_x P P P z 0 � CONSTRUCTION NOTES shall stop and the engineer shall be notified immediate/y. W ,� w w + �U)0� o w m REMOVE EXISTING AC PAVEMENTFROM STA. 27+53.09 TO STA. 28+89.00 AS SHOWN. 0 4 5 1 < w z ' 22. All utilities shall be installed, tested and approved prior to paving. + cn m - U 13 REMOVE EXISTING CURB, GUTTER AND SIDEWALK FROM STA. 27+53.09 TO STA. 28+89 AND DISPOSE. N ` 2 2 'v1 SAWCUT EXISTING AC AS DIRECTED TO ACCEPT NEW AC PAVEMENT. 23. All traffic control devices, signs, markings or striping shall be in place -. - SCARIFY 12" OF NATIVE, COMPACT TO 95% AND PREPARE FOR AC PAVEMENT. prior to paving. Street striping shall be completed prior to street ---- 5 PLACE 4-1/2" OF AC PAVEMENT OVER 12" COMPACTED NATIVE. Open/ng. NI F~- // N 28+00 5 -'� �� 129+00 2 +49.78 RELOCATE CHAIN LINK FENCE TO RIGHT OF WAY. _ SMH CONSTRUCT 6" PCC DRIVE APPROACH AS DIRECTED. 24. The existence and location of any underground utility pipes or 3 ^ �> 11 ti o SES G/ 7Y o,� -0A) 7-,4 A)4 � structures shown on theseIons were obtained by a search of - - --- - -- m RELOCATE MAILBOX p -------------- - D� J(; /U0 3 2 4 7 8 available records. These locations are approximate and shall be -- U ADJUST WATER METERS TO GRADE -5Az /C-: ,S & C /(o confirmed in the field by contractors, so that any necessary adjustment 14 IG RESTRIPE STREET AND INTERSECTION AS DIRECTED WITH THERMOPLASTIC STRIPING. X 5 2 - w can be made in alignment and/or grade of the proposed improvement. 9 8 00-- o EXISTING ASPHALT -PROTECT IN PLACE The contractor is required to take due precautionary measures to 127 6 Z 12 PLACE 3" OF AC PAVEMENT IN DRIVEWAY BEHIND SIDEWALK FOR SMOOTH TRANSITION AS DIRECTED BY FIELD INSPECTOR. protect any utility lines shown and other lines not of record or not 00 1g ADJUST MANHOLES TO GRADE. shown on these plans. co 1tJ. CONSTRUCT 6" Ce'G PER C IT*( STD 1003 co N 25. Traffic control shall be in accordance with the current edition of the Q "Manua/ of Uniform Traffic Control Devices. " LOS CEDROS AVENUE DETAIL: SCALE 1:10 D (3, O eT 01-800-227-2600 DIALTW❑ WORKING BEFOREDAYS BEFORE YOU DIGY❑U DIG TOLLFREE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT