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HomeMy WebLinkAbout2667-1STREET CONSTRUCTION GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIAL PROVISIONS PER SB 35-98. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF ANY WORK. PHONE (909) 350-6632. 3. STATIONING REFERS TO THE CENTERLINES OF STREETS UNLESS OTHERWISE NOTED. 4. STERILANT IS REQUIRED UNDER ALL NEW A.C. PAVEMENT. 5. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY AN APPROVED SHORING SYSTEM. 6. ALL BACKFILL AND SUBGRADE SHALL BE CERTIFIED BY THE SOILS ENGINEER. MATERIALS AND METHODS ARE SUBJECT TO APPROVAL BY THE CITY ENGINEER. 7. ALL UTILITY COMPANIES SHALL BE GIVEN TWO (2) WORKING DAYS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 8. ALL TRAFFIC CONTROL, WORK ZONES AND LANE CLOSURES SHALL BE COMPLETELY DELINEATED BY CHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOW THE MANUAL OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER AND LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER AND ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNING MAY BE REQUIRED. STREET CONSTRUCTION NOTES 10 CONSTRUCT CASE "E" CURB RAMP AND CURB RETURN PER CITY OF FONTANA STANDARD 104A AND AS DIRECTS BY THE ENGINEER. 20 CONSTRUCT ASPHALT PAVING TYPE III—B—AR4000, OVER 1.0' OF 95% COMPACTED NATIVE SOIL, PER SPECIAL PROVISIONS. 30 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD DETAIL 101 AND DETAIL A. 40 CONSTRUCT 4" P.C.C. SIDEWALK OVER 12" COMPACTED NATIVE (95% COMPACTION). PER CITY STANDARDS AND SPECIAL PROVISIONS. 5Q SAW CUT AND REMOVE EXISTING CONCRETE CROSS—GUTTER AND SPANDRELS. O6 CONSTRUCT CURB CUT RAMP PER FIG. 27—B OF THE 1998 CALIFORNIA DISABLED ACCESSIBILITY GUIDEBOOK AND PER CIN STANDARD 105A AND PER ENGINEERS DIRECTIONS. SCALE 1" = 10' MAfCH CXMIN6 ac 36 Valley boulevard 1 {I II {I II I II II I I II � II I II II I I I I S S I I I �—I I--_ It I I I I I I I I S 111 I I I I I I I I II I I 1 1 I I I I 11 {----fes •Ll I -L---2 0. 0 0' 2 2. 0 0' II _L__—I I I I 11 + 00 I I , 1I II I II 1I I II II 1 II , II I II II I II II I II II loin �K15�In I I I fop Inlet %r, T m fC 10000 Li II FC (fl 8,96) Join FKAinq 10+ 1� (f5 99 �62) I I II II / II 7 (f59,19) (f5916) 10+ 13 10+00 ___7__ 30 Fl offset (f5 9.69) Ln L I---24 yjONI Standard X -fall Slone 1,12 Propo5ed X -fall 51 ope 1;24 Modified Gutter 6rade detail I._100 � Node P ele, TA e-00, A Petail "A" above applies to D and Xp at easy return, p=3 0' p =90" L=�7I2' f--30.00' CSC (fl 8.4�) Join Nbtinq ( fl 8M) 20' 37 N04 T m r ret, top Inlet 5tr, 100.00 AU TOCAD FILENAME: VJq-PAm Aofile_205de,dwq 0 o - CM- Q� — I � I I R13 - N o ,QQ o tCC) _ o oa- A-- �_ o I0+ J RI I v RI G_ R v— o�o - 5 i 5 Q Qs� —4 - 0 0 o o o LI _� o o 0 0 0 0 0 0 - N _j LL O SCALE 1" = 10' MAfCH CXMIN6 ac 36 Valley boulevard 1 {I II {I II I II II I I II � II I II II I I I I S S I I I �—I I--_ It I I I I I I I I S 111 I I I I I I I I II I I 1 1 I I I I 11 {----fes •Ll I -L---2 0. 0 0' 2 2. 0 0' II _L__—I I I I 11 + 00 I I , 1I II I II 1I I II II 1 II , II I II II I II II I II II loin �K15�In I I I fop Inlet %r, T m fC 10000 Li II FC (fl 8,96) Join FKAinq 10+ 1� (f5 99 �62) I I II II / II 7 (f59,19) (f5916) 10+ 13 10+00 ___7__ 30 Fl offset (f5 9.69) Ln L I---24 yjONI Standard X -fall Slone 1,12 Propo5ed X -fall 51 ope 1;24 Modified Gutter 6rade detail I._100 � Node P ele, TA e-00, A Petail "A" above applies to D and Xp at easy return, p=3 0' p =90" L=�7I2' f--30.00' CSC (fl 8.4�) Join Nbtinq ( fl 8M) 20' 37 N04 T m r ret, top Inlet 5tr, 100.00 AU TOCAD FILENAME: VJq-PAm Aofile_205de,dwq