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HomeMy WebLinkAbout4849-3STREET/GRADING CONSTRUCTION NOTES: O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. @CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. O CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000. @CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH AS SHOWN. 05 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. @CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002. 07 CONSTRUCT 5' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403. @CONSTRUCT 1.5" OF ASPHALT CONCRETE OVERLAY AND 2" OF ASPHALT CONCRETE PAVEMENT OVER 1.0s OF 95% COMPACTED NATIVE SOIL. 09 CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 2.5" OF ASPHALT CONCRETE PAVEMENT OVER 1.09 OF 95% COMPACTED NATIVE SOIL. 10 CONSTRUCT CURB RAMP, CASE D. TYPE 2, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUC11ON STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. G CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 4" OF ASPHALT CONCRETE PAVEMENT OVER 1.0 OF 95% COMPACTED NATIVE SOIL. @CONSTRUCT CURB RAMP, CASE A. TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 13 CONSTRUCT 6" THICK PCC CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED NA11VE SOIL. 14 CONSTRUCT CURB RAMP, CASE B, TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3 WITH RETAINING CURB AT BACK OF RAMP, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 15 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3000. 16 CONSTRUCT 12" WIDE, (4" THICK VEHICULAR ACCESS WALKWAY PER VEHICULAR ACCESS WALKWAY DETAIL, GRADING SHEET 14. 17 CONSTRUCT TREE WELL AND GRATE PER CITY OF FONTANA STD. PLAN NO. 5046. 18 CONSTRUCT 4" SCHEDULE 40, SDR35 PVC PIPE DRAIN WITH CURB CORE AND GRATED DRAIN INLET AND CLEANOUT AT ALL ANGLE POINTS. 19 CONSTRUCT VARIABLE HEIGHT, SPLIT FACE, 4 FLUTED, 8" BLOCK PLANTER WALL PER BLOCK WALL DETAIL, GRADING SHEET 14. 20 CONSTRUCT CURB RAMP, CASE C, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 111-3, INCLUDING CAST -IN-PLACE OR PRE- FABRICATED SUJRFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. -err• 21 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3000 AND CONNECT TO EXISTING 8 DISCHARGE PIPE. 22 RELOCATE CITY OF FONTANA SEWER PAYMENT DROP BOX AND CONSTRUCT TWO DECORATIVE BOLLARDS AS SHOWN. 23 CONSTRUCT DECORATIVE ASPHALT CONCRETE PAVEMENT TO MATCH EXISTING PATTERN AND COLOR. 24 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 AND PERVIOUS GUTTER DETAIL, GRADING SHEET 2. 25 CONSTRUCT 5' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403 CONSTRUCTED OF PERVIOUS CONCRETE. 26 CONSTRUCT 8' BLACK WROUGHT IRON FENCING WITH 8'-6" DECORATIVE SPLIT FACE, 4 FLUTED, 8 BLOCK PILASTERS PER FENCING DETAIL, GRADING SHEET 15. 27 CONSTRUCT 3' BLACK WROUGHT IRON HANDRAIL PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUC11ON STANDARD DETAIL NO. 606-2, TYPE C. 28 CONSTRUCT 8' SPLIT FACE, 4 FLUTED, 8" BLOCK TRASH ENCLOSURE. 29 CONSTRUCT 8' BLACK MESH SCREENED WROUGHT IRON PEDESTRIAN ACCESS GATE (31 WIDE). @CONSTRUCT DOUBLE 8' BLACK MESH SCREENED WROUGHT IRON GATE (6' WIDE EACH). 31 CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1004, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 32 CONSTRUCT BICYCLE LOCKERS AND CONCRETE FOUNDATION AS SHOWN. 33 CONSTRUCT REMOVABLE DECORATIVE BOLLARD. @CONSTRUCT GRATING CATCH BASIN -ALLEY (TRANSVERSE) (2 GRATES) PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 305-2 V=0.55 WITH MODIFIED OUTLET TO CONNECT TO UNDER SIDEWALK DISCHARGE STRUCTURE. ) 35 CONSTRUCT CANTILEVERED STEEL CARPORT PER STRUCTURAL SHEETS S1 -S4, DWG. NO. 48559 AND ELECTRICAL SHEET E-6, DWG. NO. 4854, INCLUDING RAIN GUTTER COLLECTION SYSTEM WITH DOWN SPOUTS. 36 CONSTRUCT 4'X3' TRAFFIC RATED VAULT AROUND EXISTING FIBER OPTIC AND COMMUNICATIONS LINES AND TRAFFIC RATED COVER IMPRINTED WITH COMMUNICATIONS. 37 CONSTRUCT 10' CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403. 38 CONSTRUCT 8' BLACK WROUGHT IRON ROLLING GATE, 25' WIDE, INCLUDING REQUIRED TRACK AND 2 HP HEAVY DUTY MOTOR WITH REMOTE ENTRY. 39 CONSTRUCT 8' WROUGHT IRON ROLLING GATE, 14' WIDE, INCLUDING REQUIRED TRACK AND 2 HP HEAVY DUTY MOTOR WITH EXIT LOOP DETECTOR, REMOTE ENTRY AND KEYPAD. @CONSTRUCT DUAL 8' BLACK WROUGHT IRON SWING GATES, 10' WIDE EACH, AND 1 HP HEAVY DUTY WALL MOUNTED MOTOR WITH EXIT LOOP DETECTOR, REMOTE ENTRY AND KEYPAD. BENCH MARK NO. 119 LOCAl10N: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' STREET/GRADING CONSTRUCTION NOTES (CONT.: 41 CONSTRUCT 10' HEAVY DUTY UFT BARRIER ARM WITH 3/4 HP MOTOR AND MAXIMUM OPEN TIME OF 1.5 SECONDS WITH EXIT LOOP DETECTOR, REMOTE ENTRY AND KEYPAD. 42 CONSTRUCT 14' HEAVY DUTY UFT BARRIER ARM WITH 3/4 HP MOTOR AND MAXIMUM OPEN TIME OF 1.5 SECONDS WITH, LOOP DETECTOR, REMOTE ENTRY AND KEYPAD. 43 CONSTRUCT 4" THICK PCC DECORATIVE CONCRETE OVER 1.0' OF 959 COMPACTED NATIVE SOIL TO MATCH EXISTING PATTERN AND COLOR. 44 CONSTRUCT 4" SCHEDULE 40, SDR35 PVC PIPE DRAIN WITH CONNECTION TO DROP INLET AND EXISTING DRAIN PIPE AND CLEANOUT AT ALL ANGLE POINTS. 45 CONSTRUCT 2 -RECTANGULAR CURB DRAINS WITH CONNECTION TO DROP INLET AND EXISTING CURB DRAINS AND CLEANOUT AT ALL ANGLE POINTS. @CONSTRUCT CURB RAMP, CASE D. TYPE 1, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUC11ON STANDARD DETAIL NO. 111-3, INCLUDING RETAINING CURB ON BOTH SIDES, INCLUDING CAST -IN-PLACE OR PREFABRICATED SURFACE (NO GLUE DOWN) BLACK DETECTABLE WARNING TRUNCATED DOMES. 47 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000. O FONTANA WATER COMPANY TO CONSTRUCT 6" FIRE HYDRANT. CONTRACTOR TO COORDINATE CONSTRUCTION WITH FONTANA WATER COMPANY. 49 FONTANA WATER COMPANY TO CONSTRUCT 2" IRRIGATION WATER METER. CONTRACTOR TO COORDINATE CONSTRUCTION WITH FONTANA WATER COMPANY. 50 RELOCATE EXISTING STREET LIGHT. CONTRACTOR TO COORDINATE WITH SCE FOR RELOCATION. STORM DRAIN CONSTRUCTION NOTES: 1O CONSTRUCT 12" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. OCONSTRUCT 24" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. 03 CONSTRUCT 30" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. 04 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CITY OF FONTANA STD. PLAN NO.'S 3003, CASE C, AND 3004. 5O CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022. 06 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN NO. 3005. 7O CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF FONTANA STD. PLAN NO. 3025. 08 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3010. 9O CONSTRUCT MANHOLE PIPE TO PIPE PER CITY OF FONTANA STD. PLAN NO. 3013. 10 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED PER CITY OF FONTANA STD. PLAN NO.'S 3003, CASE C. AND 3004. B DIMENSION SHALL BE MODIFIED IN FIELD TO CONSTRUCT CATCH BASIN ADJACENT TO MANHOLE. 11 CUT, PLUG AND ABANDON EXISTING STORM DRAIN AS REQUIRED TO CONSTRUCT IMPROVEMENTS. 12 CONSTRUCT SINGLE GRATE CURBSIDE GRATING CATCH BASIN, V AS SHOWN, PER STD. PLANS FOR PUBLIC WORKS CONSTRUCTION, STD. DETAIL NO. 303-2. 13 CONSTRUCT SINGLE GRATE GRATING CATCH BASIN - ALLEY LONGITUDINAL, V AS SHOWN, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, STD. DETAIL NO. 303-2. 14 CONSTRUCT TRANSITION STRUCTURE, PIPE TO PIPE, PER CITY OF FONTANA STD. PLAN NO. 3026. 15 CONSTRUCT 25"X16" CORRUGATED METAL PIPE. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. @CONSTRUCT 2 -SACK CEMENT SLURRY BACKFILL TO BOTTOM OF PROPOSED AC SURFACE. DEMOLITION NOTES: El SAWCUT AND REMOVE EXISTING PCC CURB AND/OR GUTTER AS REQUIRED. EESAWCUT AND REMOVE EXISTING AC/PCC SIDEWALK, STAIRS, OR PCC SLAB AS REQUIRED. 1-31 REMOVE EXISTING DRIVE APPROACH. F SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER/SPANDREL AS REQUIRED. �5 REMOVE EXISTING PCC CURB RAMP. FESAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE AS REQUIRED. El REMOVE EXISTING CARPORT STRUCTURE, POLES AND FOUNDATIONS. 8 REMOVE EXISTING BLOCK/CONCRETE WALL Fil REMOVAL OF EXISTING BLOCK BUILDING, ELECTRICAL, MECHANICAL AND AIR CONDITIONING BUILDING SYSTEMS BY OTHERS. 10 REMOVE EXISTING TREE. 11 REMOVE EXISTING PARKING LOT LIGHT POLE AND FOOTING AND REMOVE AND ABANDON EXISTING ELECTRICAL SYSTEM AS REQUIRED. F121 REMOVE EXISTING LANDSCAPE AND ABANDON IRRIGATION AS SUCH TO ENSURE LANDSCAPE AREAS NOTINTENDED FOR REMOVAL RECEIVE PROPER IRRIGATION. R13 REMOVE EXISTING CHAIN LINK FENCE. 14 PROTECT IN PLACE. R15 REMOVAL OF EXISTING POWER POLE, UNDERGROUND OVERHEAD UTILITY LINES AND RECONNECT ALL EXISTING SERVICE LINES TO BUILDINGS BY OTHERS. CONTRACTOR TO COORDINATE REMOVALS AND RELOCATIONS REQUIRED TO CONSTRUCT IMPROVEMENTS. 16 ADJUST EXISTING ELECTRIC BOX TO GRADE. CONTRACTOR TO COORDINATE WITH SCE FOR ADJUSTMENT. R17 TELEPHONE COMPANY TO ADJUST OR RELOCATE EXISTING TELEPHONE RISER/BOX TO GRADE BY OTHERS. CONTRACTOR TO COORDINATE WITH PACIFIC BELL FOR ADJUSTMENT OR RELOCATION. 18 FONTANA WATER COMPANY TO RELOCATE EXISTING FIRE HYDRANT AND/OR ADJUST WATER VALVE. CONTRACTOR TO COORDINATE RELOCATIONS AND/OR ADJUSTMENTS WITH FONTANA WATER COMPANY. Fl 91 FONTANA WATER COMPANY TO RELOCATE OR ADJUST TO GRADE EXISTING WATER METER. CONTRACTOR TO COORDINATE RELOCA710NS AND/OR ADJUSTMENTS WITH FONTANA WATER COMPANY. 20 REMOVE AND RELOCATE EXISTING METALLIC BENCH AND TRASH CAN AS DIRECTED. CONTRACTOR TO COORDINATE WITH OMNI TRANS FOR RELOCATION. 21 ADJUST EXISTING TRAFFIC SIGNAL/COMMUNICATIONS BOX TO GRADE AND PROVIDE TRAFFIC RATED COVER FOR ALL BOXES WITHIN PAVED AREAS. 22 ADJUST EXISTING SEWER MANHOLE/CLEANOUT TO GRADE. R23 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. R24 ADJUST EXISTING WATER/GAS VALVE TO GRADE. R25 REMOVE EXISTING POWER POLE. 126] REMOVE EXISTING SIGN AND RELOCATE AS REQUIRED PER TRAFFIC SIGNING AND STRIPING SHEET. R27 REMOVE EXISTING BOLLARD. 28 REMOVE AND RELOCATE EXISTING EDISON MANHOLE/VAULT. CONTRACTOR TO COORDINATE WITH SCE FOR ADJUSTMENT. 29 REMOVE AND RELOCATE EXISTING BENCH AS DIRECTED. 30 CONTRACTOR TO RELOCATE BACKFLOW PREVENTOR/DOUBLE DETECTOR CHECK AS SHOWN. CONTRACTOR TO COORDINATE RELOCATIONS WITH FONTANA WATER COMPANY. R31 REMOVE EXISTING METALLIC HANDRAIL. 32 U.S. POSTAL SERVICE TO RELOCATE EXISTING MAIL BOX. CONTRACTOR TO COORDINATE RELOCATION WITH U.S. POSTAL SERVICE. 33 REMOVE EXISTING AC/VENTILATION EQUIPMENT AND RELATED ELECTRICAL AND MECHANICAL CONNECTIONS AND PROPERLY SEAL ALL FORMER POINTS OF ENTRY. 34 RELOCATE EXISTING CIN OF FONTANA SEWER PAYMENT DROP BOX TO LOCA110N SHOWN PER SHEET 14. 35 REMOVE EXISTING CATCH BASIN AND REQUIRED PIPING AND BULKHEAD AS REQUIRED, SEE STORM DRAIN PLANS FOR RECONNECTION DETAIL R36 REMOVE EXISTING STORM DRAIN GRATE INLET STRUCTURE AND REQUIRED PIPING AND BULKHEAD AS REQUIRED, SEE STORM DRAIN PLANS FOR RECONNECTION DETAIL 37 REMOVE EXISTING STEEL TRASH ENCLOSURE DOORS. R38 REMOVE EXISTING WOODEN OPEN PATIO ROOF STRUCTURE. R39 REMOVE EXISTING CONCRETE SIGN. 40 REMOVE AND RELOCATE EXISTING STREET LIGHT PER STREET IMPROVEMENT PLANS. CONTRACTOR TO COORDINATE WITH SCE FOR RELOCATION. 41 CABLE TELEVISION PROVIDER TO REMOVE AND RELOCATE CABLE TELEVISION RISER. CONTRACTOR TO COORDINATE HATH CABLE TELEVISION PROVIDER FOR RELOCATION. R42 REMOVE AND REPLACE EXISTING DECORATIVE HARDSCAPE AFTER PROPOSED IMPROVEMENT CONSTRUCTION. 43 REMOVE AND REPLACE EXISTING LIGHT POLE AND REQUIRED ELECTRICAL SYSTEM AFTER PROPOSED IMPROVEMENT CONSTRUCTION. REMOVE EXISTING UNDERSIDEWALK DRAIN STRUCTURE. R45 REMOVE EXISTING BLOCK WALL AND STAIRWAY AND BULKHEAD REMAINING BUILDING ACCESS POINT CONSISTENT WITH EXISTING BUILDING EXTERIOR MATERIAL 46 REMOVE EXISTING LIGHT POLE FOOTING, AND ABANDON ELECTRICAL SYSTEM. R47 REMOVE EXISTING CATCH BASIN TOP. 48 REMOVE CONFLICTING PORTIONS OF EXISTING CURB DRAIN PIPING. R49 REMOVE EXISTING DOUBLE SWING GATE. Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT ���� 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT Y CODE REQUIRES A DIG ALERT IDENTIFICATION ��Q{ M RFyy�`�, RIVERSIDE, CA 92507 GRADING IMPROVEMENT PLANS COMMENCE WITHIN APPROVAL NS OWN HEREON ow►wNer: GRADING IMPROVEMENT PLANS � NUMBER BE ISSUED BEFORE A PERMIT TO W �^ � (951) 680-0440 CAMPUS PARKING LOT IMPROVEMENTS c� � A AND CARRIED FORTH IN A DILIGENT TMR AS SHOWN EXCAVATE WILL BE VALID iL Na89984 ERIN, FAX (951) 680-0490 CAMPUS PARKING LOT PROJECT MANNER, THE CIN ENGINEER MAY p�pfp gy; GENERAL NOTES DAM ' FOR YOUR DIG ALERT I.D. NUMBER CALL �•9-30-12 � .r REQUIRE REVISIONS TO THE PLANS TO TMR OCT. 8010 19UNDERGROUND SERVICE ALERT 9�, �►v���� M. Io��-Io BRING THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 °� c�� TERRY M RENNER R.C.E. No. 69984 �� � �� DAM ow►wNc NO - - TOLL AND STANDARDS IN EFFECT3 TWO WORKING DAYS BEFORE YOU DIG XPIRES: 9-30-12 . � a , �j . �p REV. REVISION DESCRIP110N DATE ENGR. qTY DATE cu . uccrr pr -r u., s1 1 �� '�'� 27 TKE JOB #: 101-49 SIGNING AND STRIPING CONSTRUCTION NOTES: 10 APPLY THERMOPLASTIC, 8" SOLID WHITE STRIPE, DETAIL 38. 02 APPLY THERMOPLASTIC, 12" SOLID WHITE CROSSWALK/LIMIT LINE. 03 APPLY THERMOPLASTIC, DOUBLE YELLOW STRIPE, DETAIL 29. ® APPLY THERMOPLASTIC, LANE STRIPE, DETAIL 14A. 05 APPLY THERMOPLASTIC, TYPE IV ARROW AS SHOWN. © FURNISH AND INSTALL SIGN AS NOTED. 07 APPLY THERMOPLASTIC, 4" SOLID WHITE STRIPE. ® APPLY THERMOPLASTIC, 4" SOLID BLUE STRIPE. 09 APPLY THERMOPLASTIC, HANDICAP SYMBOL PER FIG. 313-19. 10 APPLY THERMOPLASTIC, 4" DIAGONAL BLUE SOLID STRIPE EVERY 3' O.C. 11 APPLY THERMOPLASTIC, 12" SOLID WHITE STOP BAR. 12 APPLY THERMOPLASTIC, TYPE I ARROW AS SHOWN. 13 APPLY THERMOPLASTIC, LEGEND AS SHOWN PER FIG. 313-20 14 APPLY THERMOPLASTIC, 4" DIAGONAL WHITE SOLID STRIPE EVERY 3' O.C. 15 APPLY THERMOPLASTIC, 12" SOLID WHITE CONTINENTAL CROSSWALK. 16 SANDBLAST ALL EXISTING CONFLICTING STRIPING AS REQUIRED. 17 APPLY THERMOPLASTIC, LANE STRIPE, DETAIL 41. 18 APPLY THERMOPLASTIC, 12" SOLID BLUE CONTINENTAL CROSSWALK. STORM DRAIN CONSTRUCTION NOTES: 1O CONSTRUCT 12" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. OCONSTRUCT 24" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. 03 CONSTRUCT 30" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. 04 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CITY OF FONTANA STD. PLAN NO.'S 3003, CASE C, AND 3004. 5O CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022. 06 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN NO. 3005. 7O CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF FONTANA STD. PLAN NO. 3025. 08 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3010. 9O CONSTRUCT MANHOLE PIPE TO PIPE PER CITY OF FONTANA STD. PLAN NO. 3013. 10 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED PER CITY OF FONTANA STD. PLAN NO.'S 3003, CASE C. AND 3004. B DIMENSION SHALL BE MODIFIED IN FIELD TO CONSTRUCT CATCH BASIN ADJACENT TO MANHOLE. 11 CUT, PLUG AND ABANDON EXISTING STORM DRAIN AS REQUIRED TO CONSTRUCT IMPROVEMENTS. 12 CONSTRUCT SINGLE GRATE CURBSIDE GRATING CATCH BASIN, V AS SHOWN, PER STD. PLANS FOR PUBLIC WORKS CONSTRUCTION, STD. DETAIL NO. 303-2. 13 CONSTRUCT SINGLE GRATE GRATING CATCH BASIN - ALLEY LONGITUDINAL, V AS SHOWN, PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, STD. DETAIL NO. 303-2. 14 CONSTRUCT TRANSITION STRUCTURE, PIPE TO PIPE, PER CITY OF FONTANA STD. PLAN NO. 3026. 15 CONSTRUCT 25"X16" CORRUGATED METAL PIPE. CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. @CONSTRUCT 2 -SACK CEMENT SLURRY BACKFILL TO BOTTOM OF PROPOSED AC SURFACE. DEMOLITION NOTES: El SAWCUT AND REMOVE EXISTING PCC CURB AND/OR GUTTER AS REQUIRED. EESAWCUT AND REMOVE EXISTING AC/PCC SIDEWALK, STAIRS, OR PCC SLAB AS REQUIRED. 1-31 REMOVE EXISTING DRIVE APPROACH. F SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER/SPANDREL AS REQUIRED. �5 REMOVE EXISTING PCC CURB RAMP. FESAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE AS REQUIRED. El REMOVE EXISTING CARPORT STRUCTURE, POLES AND FOUNDATIONS. 8 REMOVE EXISTING BLOCK/CONCRETE WALL Fil REMOVAL OF EXISTING BLOCK BUILDING, ELECTRICAL, MECHANICAL AND AIR CONDITIONING BUILDING SYSTEMS BY OTHERS. 10 REMOVE EXISTING TREE. 11 REMOVE EXISTING PARKING LOT LIGHT POLE AND FOOTING AND REMOVE AND ABANDON EXISTING ELECTRICAL SYSTEM AS REQUIRED. F121 REMOVE EXISTING LANDSCAPE AND ABANDON IRRIGATION AS SUCH TO ENSURE LANDSCAPE AREAS NOTINTENDED FOR REMOVAL RECEIVE PROPER IRRIGATION. R13 REMOVE EXISTING CHAIN LINK FENCE. 14 PROTECT IN PLACE. R15 REMOVAL OF EXISTING POWER POLE, UNDERGROUND OVERHEAD UTILITY LINES AND RECONNECT ALL EXISTING SERVICE LINES TO BUILDINGS BY OTHERS. CONTRACTOR TO COORDINATE REMOVALS AND RELOCATIONS REQUIRED TO CONSTRUCT IMPROVEMENTS. 16 ADJUST EXISTING ELECTRIC BOX TO GRADE. CONTRACTOR TO COORDINATE WITH SCE FOR ADJUSTMENT. R17 TELEPHONE COMPANY TO ADJUST OR RELOCATE EXISTING TELEPHONE RISER/BOX TO GRADE BY OTHERS. CONTRACTOR TO COORDINATE WITH PACIFIC BELL FOR ADJUSTMENT OR RELOCATION. 18 FONTANA WATER COMPANY TO RELOCATE EXISTING FIRE HYDRANT AND/OR ADJUST WATER VALVE. CONTRACTOR TO COORDINATE RELOCATIONS AND/OR ADJUSTMENTS WITH FONTANA WATER COMPANY. Fl 91 FONTANA WATER COMPANY TO RELOCATE OR ADJUST TO GRADE EXISTING WATER METER. CONTRACTOR TO COORDINATE RELOCA710NS AND/OR ADJUSTMENTS WITH FONTANA WATER COMPANY. 20 REMOVE AND RELOCATE EXISTING METALLIC BENCH AND TRASH CAN AS DIRECTED. CONTRACTOR TO COORDINATE WITH OMNI TRANS FOR RELOCATION. 21 ADJUST EXISTING TRAFFIC SIGNAL/COMMUNICATIONS BOX TO GRADE AND PROVIDE TRAFFIC RATED COVER FOR ALL BOXES WITHIN PAVED AREAS. 22 ADJUST EXISTING SEWER MANHOLE/CLEANOUT TO GRADE. R23 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. R24 ADJUST EXISTING WATER/GAS VALVE TO GRADE. R25 REMOVE EXISTING POWER POLE. 126] REMOVE EXISTING SIGN AND RELOCATE AS REQUIRED PER TRAFFIC SIGNING AND STRIPING SHEET. R27 REMOVE EXISTING BOLLARD. 28 REMOVE AND RELOCATE EXISTING EDISON MANHOLE/VAULT. CONTRACTOR TO COORDINATE WITH SCE FOR ADJUSTMENT. 29 REMOVE AND RELOCATE EXISTING BENCH AS DIRECTED. 30 CONTRACTOR TO RELOCATE BACKFLOW PREVENTOR/DOUBLE DETECTOR CHECK AS SHOWN. CONTRACTOR TO COORDINATE RELOCATIONS WITH FONTANA WATER COMPANY. R31 REMOVE EXISTING METALLIC HANDRAIL. 32 U.S. POSTAL SERVICE TO RELOCATE EXISTING MAIL BOX. CONTRACTOR TO COORDINATE RELOCATION WITH U.S. POSTAL SERVICE. 33 REMOVE EXISTING AC/VENTILATION EQUIPMENT AND RELATED ELECTRICAL AND MECHANICAL CONNECTIONS AND PROPERLY SEAL ALL FORMER POINTS OF ENTRY. 34 RELOCATE EXISTING CIN OF FONTANA SEWER PAYMENT DROP BOX TO LOCA110N SHOWN PER SHEET 14. 35 REMOVE EXISTING CATCH BASIN AND REQUIRED PIPING AND BULKHEAD AS REQUIRED, SEE STORM DRAIN PLANS FOR RECONNECTION DETAIL R36 REMOVE EXISTING STORM DRAIN GRATE INLET STRUCTURE AND REQUIRED PIPING AND BULKHEAD AS REQUIRED, SEE STORM DRAIN PLANS FOR RECONNECTION DETAIL 37 REMOVE EXISTING STEEL TRASH ENCLOSURE DOORS. R38 REMOVE EXISTING WOODEN OPEN PATIO ROOF STRUCTURE. R39 REMOVE EXISTING CONCRETE SIGN. 40 REMOVE AND RELOCATE EXISTING STREET LIGHT PER STREET IMPROVEMENT PLANS. CONTRACTOR TO COORDINATE WITH SCE FOR RELOCATION. 41 CABLE TELEVISION PROVIDER TO REMOVE AND RELOCATE CABLE TELEVISION RISER. CONTRACTOR TO COORDINATE HATH CABLE TELEVISION PROVIDER FOR RELOCATION. R42 REMOVE AND REPLACE EXISTING DECORATIVE HARDSCAPE AFTER PROPOSED IMPROVEMENT CONSTRUCTION. 43 REMOVE AND REPLACE EXISTING LIGHT POLE AND REQUIRED ELECTRICAL SYSTEM AFTER PROPOSED IMPROVEMENT CONSTRUCTION. REMOVE EXISTING UNDERSIDEWALK DRAIN STRUCTURE. R45 REMOVE EXISTING BLOCK WALL AND STAIRWAY AND BULKHEAD REMAINING BUILDING ACCESS POINT CONSISTENT WITH EXISTING BUILDING EXTERIOR MATERIAL 46 REMOVE EXISTING LIGHT POLE FOOTING, AND ABANDON ELECTRICAL SYSTEM. R47 REMOVE EXISTING CATCH BASIN TOP. 48 REMOVE CONFLICTING PORTIONS OF EXISTING CURB DRAIN PIPING. R49 REMOVE EXISTING DOUBLE SWING GATE. Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT ���� 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT Y CODE REQUIRES A DIG ALERT IDENTIFICATION ��Q{ M RFyy�`�, RIVERSIDE, CA 92507 GRADING IMPROVEMENT PLANS COMMENCE WITHIN APPROVAL NS OWN HEREON ow►wNer: GRADING IMPROVEMENT PLANS � NUMBER BE ISSUED BEFORE A PERMIT TO W �^ � (951) 680-0440 CAMPUS PARKING LOT IMPROVEMENTS c� � A AND CARRIED FORTH IN A DILIGENT TMR AS SHOWN EXCAVATE WILL BE VALID iL Na89984 ERIN, FAX (951) 680-0490 CAMPUS PARKING LOT PROJECT MANNER, THE CIN ENGINEER MAY p�pfp gy; GENERAL NOTES DAM ' FOR YOUR DIG ALERT I.D. NUMBER CALL �•9-30-12 � .r REQUIRE REVISIONS TO THE PLANS TO TMR OCT. 8010 19UNDERGROUND SERVICE ALERT 9�, �►v���� M. Io��-Io BRING THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 °� c�� TERRY M RENNER R.C.E. No. 69984 �� � �� DAM ow►wNc NO - - TOLL AND STANDARDS IN EFFECT3 TWO WORKING DAYS BEFORE YOU DIG XPIRES: 9-30-12 . � a , �j . �p REV. REVISION DESCRIP110N DATE ENGR. qTY DATE cu . uccrr pr -r u., s1 1 �� '�'� 27 TKE JOB #: 101-49 LK a