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HomeMy WebLinkAbout4363-1� /�� CITY OF F'ONTANA D NTANA SAN BERNARDINO LOS ANGELES 10 n " RIVERSIDE p ANAHEIM 15 5 ESCONDIDO 15 hl SAN DIEGO VICINITY MAP N.T.S. SEWER IMPROVEMENT PROJECT TQ min I Fasa� DIVISION OF INDUSTRIAL SAFETY. 21 HARVEY DR PACIFIC BELL CO. TO UTILITY CONTACT LIST REED ST 3/4" SPRINGS GENERAL NOTES FOR TRENCH REPAIR PH: (909) 822-2201 - APPROVED BY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO THE PLACING T"AVELED LANE, WILL REQUIRE AN OVERLAY 25 FEET IN BOTH DIRECTIONS PROJECT CITY OF FONTANA UNDERGROUND SERVICE ALERT VERIZON 1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT -DF -WAY REQUIRES 8353 SIERRA AVENUE (800) 422-4133 ATTN: STEVE HOOK POMONA, CA 91766 AN EXCAVATION PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FONTANA, CA 92335 (609) 350-6632 METROPOLITAN WATER DISTRICT (909) 469-6327 2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS BARBEE ST NOTIFIED OF SUCH DEFICIENCIES AND ALLOWED TO REMOVED, REPLACE, REMODY ST PRIOR TO START OF WORK 1-800-422-4133. 855 W. BASELINE ROAD WATER SYSTEM OPERATION GROUP � 3. ALL EXCAVATIONS SHALL BE MADE, PROTECTED, AND SCPP:;RT=^ AS THE GAS COMPANY ATTN: JOE MIRONE FONTANA WATER COMPANY REQUIRED FOR SAFETY AND IN THE MANNER SET FORTH IN THE OPERA'nONS 8. TRENCHES OF 300 FEET OR MORE TO BE PAVED WITH A SELF-PROPELLED ATTN: GREG GASPAR (909) -776-2664 ATTN: MICHAEL RULES ORDERS AND REGULATIONS PRESCRIBED DY THE CALIFORNIA PAVING MACHINE. FONTANA., CA 92335 (909) 357-6233- DISTRIBUTION J. MCGRAW 8440 NUEVO DIVISION OF INDUSTRIAL SAFETY. 21 HARVEY DR PACIFIC BELL CO. AVENUE FONTANA, CA 92335 4. COMPACTION OF BACKFILL SHALL BE VERIFIED BY ENGINEER AND REED ST 3/4" ATTN: NORMA GUILLOT PH: (909) 822-2201 - APPROVED BY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO THE PLACING T"AVELED LANE, WILL REQUIRE AN OVERLAY 25 FEET IN BOTH DIRECTIONS PROJECT 1265 N. VAN BUREN STREET ASPHALT EMULTION. OF THE PERMANENT PAVEMENT. LOCATION - SUITE 180 WEST VALLEY WATER DISTRICT 5. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 5 DAYS OF 10. IF TRENCH FAILURE SHOULD OCCUR, THE PERMITTEE/DEVELOPER WILL BE FONTANA, CA 92335 BARGEE ATTN: LON TSAI BARBEE ST NOTIFIED OF SUCH DEFICIENCIES AND ALLOWED TO REMOVED, REPLACE, REMODY ST (714) 666-5401 855 W. BASELINE ROAD a � (909) 875-5100- TRANSMISSIONS � � REPAIR IS COMPLETED. THE TEMPORARY PAVING SHALL BE PLACED AND o (213) 637-1233- PIPELINES a COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SM00IH REMOVED, REPLACED AT PERMITTEE/DEVELOPER SALE EXPENSES. (909) 357-6233- DISTRIBUTION ATTN: JACK HAYES 1205 METROPOLITAN WATER DISTRICT O o: W Ix O 1400 E. PHILLIPS BLVD. a U NATIVE FREE-DRA KING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF CRAWFORD CANYON MUTUAL WATER CO. DUPONT AVENUE ONTARIO, CA.91761 IRONE JOE M664 IN PLACE. NOT LESS THAN 30, AND SHALL HAVE A PERCENTAGE COMPOSITION BY WEIGHT FOOTHILL BLVD (909) 390-4738 DIVISION OF INDUSTRIAL SAFETY. 9. ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS WHERE EMERGENCIES: (800) 427-2200 PACIFIC BELL CO. AVENUE FONTANA, CA 92335 4. COMPACTION OF BACKFILL SHALL BE VERIFIED BY ENGINEER AND THE TRENCH EXTEr;DS FROM THE CURB MORE THAN 7 FEET OR IS IN A 3/4" ATTN: NORMA GUILLOT PH: (909) 822-2201 - APPROVED BY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO THE PLACING T"AVELED LANE, WILL REQUIRE AN OVERLAY 25 FEET IN BOTH DIRECTIONS SO. CALIFORNIA EDISON COMPANY 1265 N. VAN BUREN STREET ASPHALT EMULTION. OF THE PERMANENT PAVEMENT. FROM THE CENTERLINE OF T�ENCH. PER NUMBER 8 ABOVE. 7951 REDWOOD AVE. SUITE 180 WEST VALLEY WATER DISTRICT 5. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 5 DAYS OF 10. IF TRENCH FAILURE SHOULD OCCUR, THE PERMITTEE/DEVELOPER WILL BE FONTANA, CA 92335 ANAHEIM, CA 92807 ATTN: LON TSAI EXCAVATION, A MINIMUM 2 -INCH THICKNESS OF TEMPORARY ASPHALT NOTIFIED OF SUCH DEFICIENCIES AND ALLOWED TO REMOVED, REPLACE, REMODY (909) 820-5598- UNDERGROUND (714) 666-5401 855 W. BASELINE ROAD PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT THIS WORK. UPON FAILURE OF THE CONTRACTOR TO PROMPTLY COMPLY AND (909) 875-5100- TRANSMISSIONS RIALTO, CA 92377 REPAIR IS COMPLETED. THE TEMPORARY PAVING SHALL BE PLACED AND UNDER ORDER OF THE CITY ENGINEER, TRENCH FAILURE SHALL BE REMODIED, (213) 637-1233- PIPELINES COMCAST (CABLE TV) COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SM00IH REMOVED, REPLACED AT PERMITTEE/DEVELOPER SALE EXPENSES. (909) 357-6233- DISTRIBUTION ATTN: JACK HAYES 1205 METROPOLITAN WATER DISTRICT TRAVELED SURFACE. PERMITTEE SHALL MAINTAIN THE TEMPORARY 11. BEDDING MATERIAL SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, OR SCALE: 1 "=40'„ 1400 E. PHILLIPS BLVD. WATER SYSTEM OPERATION GROUP PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT PAV"NG IS NATIVE FREE-DRA KING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF CRAWFORD CANYON MUTUAL WATER CO. DUPONT AVENUE ONTARIO, CA.91761 IRONE JOE M664 IN PLACE. NOT LESS THAN 30, AND SHALL HAVE A PERCENTAGE COMPOSITION BY WEIGHT ATTN: BASIL J. FABRIZIO (909) 390-4738 (909) (909) 776-2664 6. PRIOR TO PLACEMENT OF PERMANENT PAVING, EXISTING PAVEMENT WHICH CON'c'ORi%A1S TO THE FOLLOWING GRADING. (909) 463-9580 TO STA. 1+39.88 CRACKED ADJACENT TO THE TRENCH SHALL BE REMOVED. EXTRA STRENGTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. N8 _ _ 7 "W_ _ _ - I I REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. "WG 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, PARKM'G �5 � I 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 1 I I CITY ENGINEER. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY rn DEDICATION I ADJACENT TO THE RIGHT OF WAY DURING CONSTRUC11ON WITHOUT PRIOR SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" 7. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING - 3/4" 100 I N 90-100 3/8" 20-60 OVERLAID SHALL RECEIVE A TACK COAT OF ASPHALT EMULTION. NO. 8 0-5 ASTM C 131 TEST GRADING SHEET INDEX I -W EX SIREN TH 4 . CONSC11 TRU0N PERMITS SHALL NOT BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION WRITTEN APPROVAL. RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY INDEX MAP I GENERAL NOTES STREET NAME SHT. DESCRIPTION ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR EASEMENT. "S" TITLE SHEET 1 VICINITY MAP, LOCATION MAP & INDEX MAP, SCALE: 1 "=40'„ 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE SHEET INDEX TO WORK AROUND THEIR FACILITIES. _ IN -STALL 8 FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THE TIES TO MONUMENTS 2 CYPRESS AVE. STA. 0+00.00 TO STA. 1+39.88 ❑2 INDICATE SHEET NUMBERS. EXTRA STRENGTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. STA 1+39.88 TO STA. 1+87.16 APN# 0190-071-12 V.C.P. SEWER MAIN I CONSTRUCTION (" GREEK BOOK"). ALL REFERENCE SPECIFICATIONS AND 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 3 STA. 1 +87.16 To STA. 2+94.63 0' I 30' STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE STA. 2+94.63 TO STA. 4+45.94 SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY THE CITY INSPECTOR. - - 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTRACT MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND " • -90 -- APN#�01190-081-25 4 STA. 2+94.63 TO STA. 4+19.60H AND ALL AFFECTED AGENCIES IMMEDIATELY. 1 (/)WORK #5 ' IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. MIN. 6" MIN. I x I DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE EMERGENCY VEHICLES. STA. 4+19.60 TO STA. 5+00.06 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING AS MH # 6 �mN i PROVISIONS IN THE GREEK BOOK THE CONTRACTOR SHALL IMMEDIATELY 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS N8 _ _ 7 "W_ _ _ - I I REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. "WG 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, PARKM'G �5 � I 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 1 I I CITY ENGINEER. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY rn DEDICATION I ADJACENT TO THE RIGHT OF WAY DURING CONSTRUC11ON WITHOUT PRIOR TABLE 200-1.2[A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - i" - 3/4" 100 I N 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING 7' I -W EX SIREN TH 4 . CONSC11 TRU0N PERMITS SHALL NOT BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION WRITTEN APPROVAL. RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY I V.C.P. MAIN ----- ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR EASEMENT. "S" TO WORK AROUND THEIR FACILITIES. _ 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER CURB AT THE LOCATION OF THE SEWER LATERAL PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF I MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY THE CITY INSPECTOR. I " • -90 -- APN#�01190-081-25 OPERATION AND WATER REQUIREMENTS. AND ALL AFFECTED AGENCIES IMMEDIATELY. 1 (/)WORK x IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. MIN. 6" MIN. Y x I 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING i 350-7610. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING 10" MAX. 10" MAX. PROPOSED i APN# 0 90-001-22 I 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS A. C. PVMT. OSOILOPAVING STREETS. CONSTRUCTION NOTES ) I z STERILANTOF 35PAP ROVEDROVED IS REQUIRED UNDER ALL NEW ASPHALT APN# 0190-081-20 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING PAVEMENT PRIOR TO PLACEMENT. I 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL � I 2 EA 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT, BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON OWNER O (THE LID SHOULD BE WATER RESISTANT) METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND 3" MAX. SIZE PER SEPARATE I -�' MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS SWALES NATIVE SOIL STREET I II�LSTALL 8" �-. I OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. FROM UNDERMINING STREET NON-ERODEABLE SWALES ENTERING OR LEAVING COMPACTED TO 90% IMP. PLAN - I F. XTRA STRENGTH U 1 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR INSTALL 8 V.C.P. SEWER MAIN 9ARRICAL)ES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL AND FINISH TO MATCH EXISTING CONCRETE. 6" MAX. ' N SIZE I I I PARKING EXTRA STRENGTH V.C.P. SE'.11ER MAIN MH #3 I TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR NATIVE 'SOIL I PARKING 201NSTALL 8" � TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF COMPACTED TO '90% 2 ! PA�� � �� 9 58 11 W 107.4 � D.I.P. SEWER M11N I CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 25. SANITARY SEWER LINES SHALL, BE CONSTRUCTED OF BELL AND SPIGOT IOF H #4 I f - -� 1 �� 8 EX FEET IN DN BE GUARDED BYSING PING THE UND RTHE OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS rl (o o . SEWER MAIN OR OTHEREPTH A PROVED MEANS PURSUANTSHALL TO REQUOIREMENTS OF TGHE AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 " a PARK,NC/5 - �_ oo APN# 0 90-01-23 I DIVISION OF THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. FOR V.C.P. 1 MAX. SIZE SELECTED �.:: NATIVE BEDDIN o _ - APN# 0190 081 45 I:- i PARKNG�, I I o 3 TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY COMPACTED TO s0% 1.= PAiI I z "t I POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. N89 58'11 "W 139.8P WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 27, SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED R 3 _ o' PRIVATE SEWER EASEMENT 10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. " 8 VCP/DIP ... I� MH #2 I H #1 AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY o THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND I APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLYrLj (0196--08- 1_ ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. BEDDING TYPICAL D FOR I A�N# ,.. 019© -08. 24 1 PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL 29. ALL 4 HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM 8" VCP/DIP LESS THAN 10' DEEP I 8 EX SEWER CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. - 1 MAIN WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT � 1 COMPANIES INCLUDING BUT NOT LIMITED TO GAS TELEPHONE ELECTRIC " WITH A PLUG 12 BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY TABLE 200-1.2[A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - i" - 3/4" 100 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B BASIS OF BEARING: THE BEARING N00'11'05"W OF THE CENTERLINE OF CYPRESS AVENUE AS SHOWN ON TRACT NO. 11368, MB 170 PAGES 84 AND 85 WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. BENCHMARK: FD BRASS CAP AT NORTH EAST CORNER OF FOOTHILL BOULEVARD AND CYPRESS AVENUE ELEVATION = 1312.019 2---1NSTALL 8 D.I.P. SEWER MAIN. 136 LF CITY ENGINEER. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE PAUL CHEN Q ---INSTALL SEWER CLEANOUT PER CITY STD. DWG NO. 2004 1 EA 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES 1724 OXBOW COURT SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. DIAMOND BAR, CA 91765 O4---SAWCUT AND REMOVE EX. A.C. PAVEMENT AND RESURFACE AFTER CONSTRUCT SEWER MAIN 37 LF PH: 909-861-8785 PER CITY STD. DWG. No. 1008 BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE O5---SAWCUT, REMOVE AND REPLACE CURB AND GUTTER, PER CITY STD. DWG. NO. 1000 3 LF MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY O6---SAWCUT, REMOVE AND REPLACE SIDEWALK, PER CITY STD. DWGENGINEER.. NO. 1006 36 SF AUTOCAD FILENAME: sewer.dwg Underground Service Alert Call: TOLL FREE 1-800 " 227-2600 t� TWO WORKING DAYS BEFORE YOU DIG I TALI. 8" CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL i EX SIREN TH I RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY I V.C.P. MAIN ----- ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR EASEMENT. "S" TO WORK AROUND THEIR FACILITIES. 31. THE SEWER CONTRACTOR SHALL STAMP AN IN THE FACE OF THE 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER CURB AT THE LOCATION OF THE SEWER LATERAL I MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER " • -90 -- APN#�01190-081-25 OPERATION AND WATER REQUIREMENTS. AND ALL AFFECTED AGENCIES IMMEDIATELY. x x x Y x 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING OTHERWISE NOTED. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 1 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND ENGINEER E THE CONSTRUCT THE WORKTO THE OSOILOPAVING STREETS. CONSTRUCTION NOTES ) PLAN RADS THE E RESPONSIBLE OR QUANTITIES CONTRACTOR SHALL BO STERILANTOF 35PAP ROVEDROVED IS REQUIRED UNDER ALL NEW ASPHALT APN# 0190-081-20 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING PAVEMENT PRIOR TO PLACEMENT. DURING CONSTRUCTION. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL 1& --CONSTRUCT 4' DIA. MANHOLE PER CITY STD. DWG. No. 2001 2 EA 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT, BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON OWNER O (THE LID SHOULD BE WATER RESISTANT) MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE COMPLETION OF PAVING. BASIS OF BEARING: THE BEARING N00'11'05"W OF THE CENTERLINE OF CYPRESS AVENUE AS SHOWN ON TRACT NO. 11368, MB 170 PAGES 84 AND 85 WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. BENCHMARK: FD BRASS CAP AT NORTH EAST CORNER OF FOOTHILL BOULEVARD AND CYPRESS AVENUE ELEVATION = 1312.019 2---1NSTALL 8 D.I.P. SEWER MAIN. 136 LF CITY ENGINEER. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE PAUL CHEN Q ---INSTALL SEWER CLEANOUT PER CITY STD. DWG NO. 2004 1 EA 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES 1724 OXBOW COURT SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. DIAMOND BAR, CA 91765 O4---SAWCUT AND REMOVE EX. A.C. PAVEMENT AND RESURFACE AFTER CONSTRUCT SEWER MAIN 37 LF PH: 909-861-8785 PER CITY STD. DWG. No. 1008 BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE O5---SAWCUT, REMOVE AND REPLACE CURB AND GUTTER, PER CITY STD. DWG. NO. 1000 3 LF MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY O6---SAWCUT, REMOVE AND REPLACE SIDEWALK, PER CITY STD. DWGENGINEER.. NO. 1006 36 SF AUTOCAD FILENAME: sewer.dwg Underground Service Alert Call: TOLL FREE 1-800 " 227-2600 t� TWO WORKING DAYS BEFORE YOU DIG