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HomeMy WebLinkAbout2694-1CITY OF Frnw"`MTAHA S killEwER PLANS FOR TRACT 15857-9 A -2 19. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE STD. MANHOLE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BETWEEN SEWER AND WATER IS LESS THAN 10 FEET. FRAME &COVER BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING 45. REFER TO CITY OF FONTANA STD. DETAIL 131 FOR CITY OF PER STD. DETAIL 109 DURING CONSTRUCTION. FONTANA STD. TRENCH REPAIR. 20. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES, AND SWALES FROM UNDERMINING 46. SEWER & WATER LAT. MAY HAVE 5' OF SEPARATION PER -__- STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY CUCAMONGA COUNTY WATER DISTRICT. --Z�_ REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. VARIES 47. ALL VCP PIPE FITTINGS SHALL BE EXTRA -STRENGTH. 21. THE CONTRACTOR SHALL NOT DISTURB. EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION 48. ABANDONMENT OF SEWERS AND MANHOLES SHALL BE DONE TO THE CIVIL ENGINEER.PER SECTION 306 5 OF THE "GREEN BOOK" MODIFIED HEREON ' BY REMOVING THE UPPER PORTION TO AT LEAST 22. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY ABANDON MANHOLES, � -�•• < f��// WITHOUT PRIOR APPROVAL OF' THE CITY ENGINEER. ONE FOOT BELOW FINISH SURFACE. THE MANHOLE ON LOT 45 SHALL TOP OF CONE i BE REMOVED AT LEAST 10 FEET BELOW PAD ELEVATION. 23. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE GENERAL NOTES QUANTITY VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE SEWER PIPES SHALL BE SEALED WITH AN 8" WALL OF BRICK AND 90-100 PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P MORTAR AT THE OPENINGS. AND A ONE 5ACK SAND/ CEMENT SLURRY MIX 24. MANHOLES SHALL BE 'PRECAST CONCRETE MANHOLES -PER CITY OF FONTANA NO. 8 O2 / © RECORD DRAWING 7 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD CONSTRUCT 4" V.C.P. HOUSE LATERAL - EXTRA STRENGTH PER CITY STD. 125. BE PER CITY OF FONTANA STANDARD DETAIL 109. T11n information on this drawing is Abtaritled from o1 hRs °'". �OFES r7s `+ W W + #t be verified in the field b an oA L. Y Y ;prior to 25. TERMINATE ALL 4 HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12 !Sa' `' �� �:struction. HALL & FOREMAN, INC. Is not responsib 55 • PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR ,, .rground facility locations or depictions. All "0 - THE STREET ROW, ,,THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE above r W tieS can be readily seen and verified by the parties 1; 0034573 UTILITY EASEMENT41 :r1 to E* 12.31-0s -. ase same. PUBLIC WORKS CONSTRUCTION, LATEST EDITION. NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS. CIM 9TFOF m THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE cAQF" - �� UTILITY PURVEYORS: 1 28. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA NOTE: CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THESE PLANS PRIOR TO START OF WORK. SEE NOTE 25 PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 n o , \ 0 SUBGRADE "��AND A VENM a FOR TERMINAL CLEANOUT. 300 N. PEPPER AVE. 1981 LUGONIA AVE. ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. RIALTO, CA. 92376 REDLANDS, CA 92374 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS Z 1a W / 30. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, PIPELINES: (213) 657-1233 EMERGENCIES: (800) 427-2200 INSPECTION COORDINATION • SHALL BE REQUESTED AT LEAST TWO WORKING DAYS AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF DISTRIBUTION: (909) 357-6233 CABLE CO. F CONDITION SEE NOTE 4 Z WATER COMCAST CABLE PIPE BASE PRIOR TO THE START OF ANY'�WORK. • CALL (909) 350-7610 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 W W CITY OF ` DURING EXCAVATION AND GRADING. (909) 483-7440 32. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND , ` TELEPHONE FONTANA PACIFIC BELL 33. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE 3. THE CONTRACTOR SHALL NOT OPERATE ANY WATER MAIN VALVES. CONTRACTOR USED FOR SETTING MANHOLE RINGS. ANAHEIM, CA. 92807 S PACIRC RAILROAD /Z m CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING BASE UNE AVENUE BASE UNE AVENUE SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT 8353 SIERRA AVE. OPERATIONS AND WATER REQUIREMENTS. N CITY OF RANCHO / 4. STATIONING REFERS TO THE CENTERLINE OF SEWERS EXCEPT WHERE OTHERWISE CUCAMONGA NOTED.UE°+o 5. ALL UNDERGROUND' WORK SHALL -BE COMPLETED PRIOR TO PAVING OF STREETS. SITE 411�� 6. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM Faol}IILL AVENUE AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE COUNTY OF SAN BERNARDINO CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY /� ( ( 11ARR1w OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE HI w ALERT FOR UTILITY, LOCATION BEFORE EXCAVATION AT 800-422-4133. 7. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES VICINITY MAP BELOW FINISHED GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. N.T.S. 8. ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISH GRADE BY THE WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL 37. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS N0. 129. CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE 10. THE--CONTRACTOR(S)SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS COMPANIES AND SERVICE PROVIDERS INCLUDING, BUT NOT LIMITED TO, GAS, CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND 38. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS FLOOD CONTROL OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A 11. AS BUILT DRAWINGS SHALL BE,PROVIDED BY THE CONTRACTOR TO THE ENGINEER REGISTERED CIVIL ENGINEER, WITH RCE NUMBER BELOW 33965, OR A OF RECORD, WHO SHALLi PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. LICENSED LAND SURVEYOR ONLY. 12. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE 39. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE BEEN PLACED, INSPECTED AND APPROVED. SOILS ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE 13. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAT FIVE 5 FEET SHALL () IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 40. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE 14. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH AND INSPECTED PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO WORK IN NOTE ABOVE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL "STANDARD THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. SAFETY. SEE SPECIFICATIONS" SECTION 306-1.1.6. 41. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND 15. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING INSPECTOR. i i - OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF 16. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, _SILT OR DEBRIS THE CITY ENGINEER. QUANTITY ESTIMATES ON THESE PLANS ARE PROVIDED ONLY FOR THE CONVENIENCE OF 42. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED THE OWNER. THE ,CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, .CONSTRUCTION QUANTITIES FOR BIDDING PURPOSES. ANY ITEM OF WORK REQUIRED BY LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON THESE PLANS, WHICH' IS NOT SPECIFICALLY LISTED IN THE BID FORM, SHALL BE HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. CONSIDERED AS INCIDENTAL TO AND INCLUDED IN THE OTHER ITEMS OF WORK FOR PAYMENT PURPOSES. 43. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION 17. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED REQUIRED BY THE INSPECTOR.` FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE OBTAINED. ACONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED 18. ALL MATERIALS AND METHODS }ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER. BEFORE CONSTRUCTION BEGINS. i 44 USE VCP COMPRESSION JOINTS WHERE HORIZONTAL SEPARATION CITY OF Frnw"`MTAHA S killEwER PLANS FOR TRACT 15857-9 A -2 19. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE STD. MANHOLE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BETWEEN SEWER AND WATER IS LESS THAN 10 FEET. FRAME &COVER BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING 45. REFER TO CITY OF FONTANA STD. DETAIL 131 FOR CITY OF PER STD. DETAIL 109 DURING CONSTRUCTION. FONTANA STD. TRENCH REPAIR. 20. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES, AND SWALES FROM UNDERMINING 46. SEWER & WATER LAT. MAY HAVE 5' OF SEPARATION PER -__- STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY CUCAMONGA COUNTY WATER DISTRICT. --Z�_ REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. VARIES 47. ALL VCP PIPE FITTINGS SHALL BE EXTRA -STRENGTH. 21. THE CONTRACTOR SHALL NOT DISTURB. EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION 48. ABANDONMENT OF SEWERS AND MANHOLES SHALL BE DONE TO THE CIVIL ENGINEER.PER SECTION 306 5 OF THE "GREEN BOOK" MODIFIED HEREON ' BY REMOVING THE UPPER PORTION TO AT LEAST 22. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY ABANDON MANHOLES, � -�•• < f��// WITHOUT PRIOR APPROVAL OF' THE CITY ENGINEER. ONE FOOT BELOW FINISH SURFACE. THE MANHOLE ON LOT 45 SHALL TOP OF CONE BASE UNE AVENUE INDEX MAP N.T.S. FUTURE FINISH GRADE ELEVATION FUTURE I 12" PAVEMENT I MIN EXIST. AC. PVMT. y f. j s c0 La / ;f Q f �I UI TYPICAL DETAIL MANHOLE IN PAVED STREET PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CAUTION: "TME ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." (909) 350-6632 mAjjej 'Rec-ej Dat4~ 36. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, ATTN: CARLOS NAVARRO VEVISBD CAO F_V_ 5EE. 5,9EET53 Z"7 DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. REVISIONS CONSTRUCTION NOTES & QUANTITIES: BE REMOVED AT LEAST 10 FEET BELOW PAD ELEVATION. 23. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE - QUANTITY VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE SEWER PIPES SHALL BE SEALED WITH AN 8" WALL OF BRICK AND 90-100 PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P MORTAR AT THE OPENINGS. AND A ONE 5ACK SAND/ CEMENT SLURRY MIX 24. MANHOLES SHALL BE 'PRECAST CONCRETE MANHOLES -PER CITY OF FONTANA NO. 8 O2 STANDARD DETAIL 112. CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560-B-3250. © RECORD DRAWING 7 STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO CONSTRUCT 4" V.C.P. HOUSE LATERAL - EXTRA STRENGTH PER CITY STD. 125. BE PER CITY OF FONTANA STANDARD DETAIL 109. T11n information on this drawing is Abtaritled from o1 hRs °'". �OFES r7s `+ " + #t be verified in the field b an oA L. Y Y ;prior to 25. TERMINATE ALL 4 HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12 !Sa' `' �� �:struction. HALL & FOREMAN, INC. Is not responsib 55 BELOW THE GROUND. SURFACE. WHEN THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO ,, .rground facility locations or depictions. All "0 - THE STREET ROW, ,,THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE above r W tieS can be readily seen and verified by the parties 1; 0034573 UTILITY EASEMENT41 :r1 to E* 12.31-0s -. ase same. 26. NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS. CIM 9TFOF 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE cAQF" - LOCATION OF THE SEWER LATERAL. UTILITY PURVEYORS: 1 28. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL ELECTRIC GAS NOTE: CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THESE PLANS PRIOR TO START OF WORK. SEE NOTE 25 PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 n o , \ 0 SUBGRADE FEET FROM THE PREVIOUS MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL 128 SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO. FOR TERMINAL CLEANOUT. 300 N. PEPPER AVE. 1981 LUGONIA AVE. RIALTO, CA. 92376 REDLANDS, CA 92374 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS UNDERGROUND: (909) 820-5598 (909) 335-7744 OTHERWISE APPROVED BY THE CITY ENGINEER. TRANSMISSIONS: (909) 875-5100 30. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, PIPELINES: (213) 657-1233 EMERGENCIES: (800) 427-2200 I AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF DISTRIBUTION: (909) 357-6233 CABLE CO. CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF CONDITION SEE NOTE 4 ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. WATER COMCAST CABLE PIPE BASE CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 PIPES 12" AND LARGER DUST CONTROL, WHICH. SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, RANCHO CUCAMONGA, CA. 91729 (909) 390-4738 DURING EXCAVATION AND GRADING. (909) 483-7440 32. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS TELEPHONE OR NOT. PACIFIC BELL 33. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE 3939 E. CORONADO STREET USED FOR SETTING MANHOLE RINGS. ANAHEIM, CA. 92807 (714) 666-5467 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO SEWER BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. _ CITY OF FONTANA 35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT 8353 SIERRA AVE. MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. FONTANA, CA. 92335 BASE UNE AVENUE INDEX MAP N.T.S. FUTURE FINISH GRADE ELEVATION FUTURE I 12" PAVEMENT I MIN EXIST. AC. PVMT. y f. j s c0 La / ;f Q f �I UI TYPICAL DETAIL MANHOLE IN PAVED STREET PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CAUTION: "TME ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." (909) 350-6632 mAjjej 'Rec-ej Dat4~ 36. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, ATTN: CARLOS NAVARRO VEVISBD CAO F_V_ 5EE. 5,9EET53 Z"7 DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. REVISIONS PAVEMENT PER CITY MATERIAL PER CITY CONSTRUCTION NOTES & QUANTITIES: wz ITEM DESCRIPTION - QUANTITY 15957-1 15957-2 90-100 O1 INSTALL 8" EXTRA STRENGTH VCP SEWER. 1030 954 NO. 8 O2 CONSTRUCT STD. PRE -CAST MANHOLE PER CITY STD. DETAILS 109 AND112. 5 7 CONSTRUCT 4" V.C.P. HOUSE LATERAL - EXTRA STRENGTH PER CITY STD. 125. 678 928 O4 CONSTRUCT DROP MANHOLE PER CITY STANDARD 111. (PRECAST, REINFORCED CONCRETE) 1 - 55 INSTALL 15" EXTRA STRENGTH VCP SEWER. _ _ 731 - w --4.- - O7 REMOVE & REPLACE EXISTING CONCRETE SIDEWALK 210 Q1 ® CONSTRUCT STD. PRE -CAST MANHOLE PER CITY STD. DETAILS 109 AND 112. (I.D.=5') 4 - O9 ABANDON EXIST SEWER PER NOTE 48 (GREEN BOOK 306-5MOD), LS LS NOTE: CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THESE PLANS PRIOR TO START OF WORK. SEE NOTE 25 PAVEMENT PER CITY MATERIAL PER CITY 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 10" MAX 6" MAX SIZE NATIVE SOIL COMPACTED 90% 1/2 CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN ABOVE TABLE 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES wz L EXIST. A.C. PVMT. T its - 3/4" OD IYN NATIVE OR IMPORTED BACKFILL 90-100 3/8" v w w N AT CONTRACTORS OPTION TO BE NO. 8 0-5 Z Z - B BROUGH UP IN LIFTS AND noix i COMPACTED PER SPECIFICATIONS. N SEE NOTE 5 ONE SACK SLURRY 1/2 CRUSHED TO UNDISTURBED SOIL it SEE NOTE 5 w STONE BEDDING SEE NOTE 3 PER STD. SPECS N w FOR PUBLIC WORKS CONSTRUCTION 1/2 CRUSHED a a .r Q�Q TABLE 200-1.2(A). Q�Q STONE BEDDING - : • n o , \ 0 SUBGRADE . PER STD. SPECSPIPE "n*,", ' �.3 O FOR PUBLIC WORKS SEE NOTE '1 g �/ CONSTRUCTION &o+SEE ROTE '11 TABLE 200-1.2(A) WIDTH PIPE FOUNDATION WIDTH SHOWN AT LEFT W I I W I I I ~� FOR UNSTABLE SOIL j I '-j--FOR UNSTABLE SOIL CONDITION SEE NOTE 4 CONDITION SEE NOTE 4 j PIPE BASE 1" TO 1.5" MAX. GRAVEL AS DIRECTED PIPE BASE l� 6" MIN. FOR PIPES 12" AND LARGER 6" MIN. FOR PIPES 12" AND LARGER 4" MIN. FOR PIPES 10" OR SMALLER 4" MIN. FOR PIPES 10" OR SMALLER TYPICAL NORMAL BEDDING OVERWIDTH BEDDING V.C.P. PIPE BEDDING AND TRENCH DETAILS 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 10" MAX 6" MAX SIZE NATIVE SOIL COMPACTED 90% 1/2 CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN ABOVE TABLE 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2 - its - 3/4" 100 1/2- 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM TEST RAD NIG B 6" MIN 2-1 10" MAX 1" MAX. SIZE SELECTED NATIVE SOIL BEDDING COMPACTED TO 90% Z M o a o IN a o TYPICAL BEDDING FOR 8• VCP 10' OR DEEPER NOT TO SCALE BENCHMARK: ELEVATION No. 372 - TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA do FOOTHILL 167-5 ELEVATION. 1214.17 NOTES: 1 - TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING: (A) MAXIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 16" 8" MAX EACH SIDE OF PIPE. (B) MINIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 12" 6" MIN. EACH SIDE OF PIPE. 2- OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE EXCEEDS THE MAXIMUM WIDTH SPECIFIED ABOVE. 3- OVERWIDTH BEDDING -MAXIMUM TO BE DETERMINED IN THE FIELD BY THE CITY REPRESENTATIVE ON THE BASIS OF OVERWIDTH EXCAVATION. 4- IF UNSTABLE SOIL IS ENCOUNTERED. CITY TO DETERMINE DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK. 5- IN LIEU OF THE SAND EQUIVALENT 30 MATERIAL IN PIPE ZONE, THE CONTRACTOR MAY EXTEND THE 3/4" MAX CRUSHED ROCK TO THE TOP OF THE PIPE ZONE. NOTICE TO CONTRACTOR: UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN CONSTRUCTED. LEGEND SEWER LINE SEWER PER LINE PER OTHER SHEET EXIST. SEWER LINE SEWER LATERAL SEWER LATERAL PER OTHER SHEET STORM DRAIN LINE WATER SEWER MANHOLE SEWER MANHOLE PHASE LINE MAP BOUNDARY BASIS OF BEARINGS: -THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY UNE OF PARCEL 1 BEING N4332'00" PER PARCEL MAP NO. 10520 FILED !H BOOK 121 --S-----S-- W W O Underground Service Alert FOR °G Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG J PAGES 11 TROUGH 14, INCLUSIVE OF PARCEL MAPS, 40' 0' 40' 80' 120' RECORDS OF SAN BERNARDINO COUNTY. GRAPHIC SCALE: 1"=40' QROFESs ❑❑ Fj3 DRAWN BY D L 6�q�F eman, Inc. RLM,MS,AP yZz 1:11:117 A Civil Engineering - Planning - Surveying - Public Works DESIGNED BY * Exp.. po.124573/31 n 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY B 1-02 X1'9 i s o * PREP RED UNDER THE SUPERVISION OF: HG,HP 4-26-g4 s9 OFF CA FO��\P ¢ 14..9 JOB NO. APPROVAL DATE APPROVAL DATE RICHARD L. BOWMAN R.C.E. 24573 DATE: 5195 CITY OF FONTANA, CALIFORNIA UNIT LF EA LF EA LF EA \ SF EA i SEWER PLANS SCALE: HORIZ: NO SCALE VERT: NO SCAq TITLE SHEET TRACT NO. 15957-1 & -2 flATE12/21/98 ►PPROVED 4, �T y IDR. NO. SH T. N0. f,�•s CITY ENGINEER R.C.E. 25126 2694 1 OF 7