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HomeMy WebLinkAbout2698-1GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD WI -d/,d` CITY OF FONTANA PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA SEWER PLANS :COft TRACT 15949 TRACT 15949-1 TRACT 15949-2 BAS LINE AVENUE STD. MANHOLE FRAME & COVER PER STD. DETAIL 109 VARIES ES TO THE CIVIL ENGINEER. 22. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. TOP OF CONE 23. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. DESCRIPTION QUANTITY UNIT HIGHLAND AVENUE 5' 8' 24. MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA 3/8" INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS N x o O1 INSTALL 8" EXTRA STRENGTH VCP SEWER. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO 1780 936 LF PRIOR TO THE START OF ANY WORK. CALL (909) 350-7610 w IS 25. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" 16 4 EA BELOW THE GROUND SURFACE. WHEN THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO 3. THE CONTRACTOR SHALL NOT OPERATE ANY WATER MAIN VALVES. CONTRACTOR CONSTRUCT 4" V.C.P. HOUSE LATERAL - EXTRA STRENGTH PER CITY STD. 125. THE STREET ROW, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS w w CITY MEASURED FROM THE UTILITY EASEMENT. UTILITY PURVEYORS: 26. NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS. SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE S. PACIFIC RAILROAD FONTANA w THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE - - OPERATIONS AND WATER REQUIREMENTS. LOCATION OF THE SEWER LATERAL. SOUTHERN CALIFORNIA BASE UNE A UE m BASE LINE AVENUE 1981 LUGONIA AVE. 28. 4. STATIONING REFERS TO THE CENTERLINE OF SEWERS EXCEPT WHERE OTHERWISE N CITY OF PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 UNDERGROUND: (909) 820-5598 (909) 335-7744 55 FEET FROM THE PREVIOUS MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL 128 TRANSMISSIONS: (909) NOTED. Q RANCHO CUCAMONGA PIPELINES: (213) 657-1233 EMERGENCIES: (800) 427-2200 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS DISTRIBUTION: (909) 357-6233 CABLE CO. 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. NOTE ,NUE/ < < SITES sp oq�O 30. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, 6. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF RANCHO CUCAMONGA, CA. 91729 (909) 390-4738 ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE FOOTHILL AVENUE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, TELEPHONE Th- information on this dravAngis obtained from (OcrG COUNTY OF SAN BERNARDINO DURING EXCAVATION AND GRADING. PACIFIC BELL mll',t he verdied in the field by any0A prior to use ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 3939 E. CORONADO STREET cc^:;truction. HALL L FOREVAN, INC. IS not responsihle II PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS ANAHEIM, CA. 92807 14-rgroundfaciiltylocation ScrdopictinnS.All ahnvpFmn OR NOT. OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE 'C'' ties Can be readily seen and verified by the oartie, ....,,,4 to NCA rn-- 33. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE SEWER 11 USED FOR SETTING MANHOLE RINGS. 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CITY OF FONTANA ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133. CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO 8353 SIERRA AVE. OFESSiprQ` L BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING FONTANA, CA. 92335 ARR w HI w CONSTRUCTION. 7. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES 35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT ATTN: CARLOS NAVARRO s 324573 `✓ MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. {T Exp. 12-31- xs 36. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,�r9rFOC n [REVISIONS BELOW FINISHED GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. �^ GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. VICINITY MAP 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 N.T.S. 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 NO. 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 38. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING FLOOD CONTROL. 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 SHALL 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 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. 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. CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED 18. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER. BEFORE CONSTRUCTION BEGINS. 19. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 44. USE V.C.P. COMPRESSION JOINTS WHERE HORIZONTAL SEPARATION CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BETWEEN SEWER AND WATER IS LESS THAN 10 FEET. BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING 45. REFER TO CITY OF FONTANA STD. DETAIL 131 FOR CITY OF 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. REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. 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 SEWER PLANS :COft TRACT 15949 TRACT 15949-1 TRACT 15949-2 BAS LINE AVENUE STD. MANHOLE FRAME & COVER PER STD. DETAIL 109 VARIES ES TO THE CIVIL ENGINEER. 22. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. TOP OF CONE 23. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE INDEX MAP N.T.S. FUTURE FINISH I FUTURE 12" PAVEMENT MIN EXIST. AC. PVMT. o Z J U TYPICAL DETAIL MANHOLE IN PAVED STREET PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 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: "THE 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." 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 1 MO AX 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 CONSTRUCTION NOTES & QUANTITIES: VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE DESCRIPTION QUANTITY UNIT PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P 15949 15949-1115949-2 24. MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA 3/8" 20-60 N STANDARD DETAIL 112. CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560-B-3250. NO. 8 O1 INSTALL 8" EXTRA STRENGTH VCP SEWER. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO 1780 936 LF BE PER CITY OF FONTANA STANDARD DETAIL 109. 2O 25. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" 7 4 EA BELOW THE GROUND SURFACE. WHEN THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO )IE O CONSTRUCT 4" V.C.P. HOUSE LATERAL - EXTRA STRENGTH PER CITY STD. 125. THE STREET ROW, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS 1176 1208 LF MEASURED FROM THE UTILITY EASEMENT. UTILITY PURVEYORS: 26. NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS. ELECTRIC GAS 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE - - 1 LOCATION OF THE SEWER LATERAL. SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO. 300 N. PEPPER AVE. 1981 LUGONIA AVE. 28. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL RIALTO, CA. 92376 REDLANDS, CA 92374 © PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 UNDERGROUND: (909) 820-5598 (909) 335-7744 55 FEET FROM THE PREVIOUS MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL 128 TRANSMISSIONS: (909) 875-5100 FOR TERMINAL CLEANOUT. PIPELINES: (213) 657-1233 EMERGENCIES: (800) 427-2200 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS DISTRIBUTION: (909) 357-6233 CABLE CO. OTHERWISE APPROVED BY THE CITY ENGINEER. NOTE < WATER COMCAST CABLE 30. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF RANCHO CUCAMONGA, CA. 91729 (909) 390-4738 ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 909 483-7440 ( ) QI\L\.. VI11.1 L/I\,t rr IIYU 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, TELEPHONE Th- information on this dravAngis obtained from (OcrG DURING EXCAVATION AND GRADING. PACIFIC BELL mll',t he verdied in the field by any0A prior to use 32. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 3939 E. CORONADO STREET cc^:;truction. HALL L FOREVAN, INC. IS not responsihle II PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS ANAHEIM, CA. 92807 14-rgroundfaciiltylocation ScrdopictinnS.All ahnvpFmn OR NOT. (714) 666-5467 'C'' ties Can be readily seen and verified by the oartie, ....,,,4 to NCA rn-- 33. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE SEWER USED FOR SETTING MANHOLE RINGS. 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CITY OF FONTANA 0 Added "12etsol Dr. CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO 8353 SIERRA AVE. OFESSiprQ` L BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING FONTANA, CA. 92335 �e Bpi„ Fy CONSTRUCTION. (909) 350-6632 y 35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT ATTN: CARLOS NAVARRO s 324573 `✓ MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. {T Exp. 12-31- xs 36. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,�r9rFOC n [REVISIONS DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. �^ INDEX MAP N.T.S. FUTURE FINISH I FUTURE 12" PAVEMENT MIN EXIST. AC. PVMT. o Z J U TYPICAL DETAIL MANHOLE IN PAVED STREET PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 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: "THE 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." 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 1 MO AX 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 CONSTRUCTION NOTES & QUANTITIES: C. PAVEMENT PER CITY SE MATERIAL PER CITY L EXIST. A.C. PVMT. NATIVE OR IMPORTED BACKFILL AT CONTRACTOR'S OPTION TO BE BROUGH UP IN LIFTS AND COMPACTED PER SPECIFICATIONS. ONE SACK SLURRY 1/2 CRUSHED TO UNDISTURBED SOIL STONE BEDDING SEE NOTE 3 PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) _-PIPE SUBGRADE -_-_ --- PIPE FOUNDATION _-E7 0 no •' �' 01 .'•��:'. ao. �� SEE NOTE 5 CRUSHED IE BEDDING STD. SPECS. PUBLIC WORKS ;TRUCTION E 200-1.2(A) VN AT LEFT a I '----��fOR UNSTABLE SOIL ��----�FOR UNSTABLE SOIL LCONDITION SEE NOTE 4 CONDITON SEE NOTE 4 PIPE BASE 1" TO 1.5" MAX. GRAVEL AS DIRECTEDPIPE BASE 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 TABLE 200-1.2(A) SIEVE SIZE ITEM DESCRIPTION QUANTITY UNIT - 15949 15949-1115949-2 1/2" 90-100 3/8" 20-60 N 0-15 NO. 8 O1 INSTALL 8" EXTRA STRENGTH VCP SEWER. 969 1780 936 LF Q. 2O CONSTRUCT STD. PRE -CAST MANHOLE PER CITY STD. DETAILS 109 AND 112. 6 7 4 EA 3 0 )IE O CONSTRUCT 4" V.C.P. HOUSE LATERAL - EXTRA STRENGTH PER CITY STD. 125. 1074 1176 1208 LF rn O4 INSTALL 8" D.I.P. PLUG - - 1 EA o i © INSTALL 8" DUCTILE IRON PIPE - - 55 LF nN � ^I NOTE < CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THESE PLANS PRIOR TO START OF WORK. mi )If SEE NOTE 25 C. PAVEMENT PER CITY SE MATERIAL PER CITY L EXIST. A.C. PVMT. NATIVE OR IMPORTED BACKFILL AT CONTRACTOR'S OPTION TO BE BROUGH UP IN LIFTS AND COMPACTED PER SPECIFICATIONS. ONE SACK SLURRY 1/2 CRUSHED TO UNDISTURBED SOIL STONE BEDDING SEE NOTE 3 PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) _-PIPE SUBGRADE -_-_ --- PIPE FOUNDATION _-E7 0 no •' �' 01 .'•��:'. ao. �� SEE NOTE 5 CRUSHED IE BEDDING STD. SPECS. PUBLIC WORKS ;TRUCTION E 200-1.2(A) VN AT LEFT a I '----��fOR UNSTABLE SOIL ��----�FOR UNSTABLE SOIL LCONDITION SEE NOTE 4 CONDITON SEE NOTE 4 PIPE BASE 1" TO 1.5" MAX. GRAVEL AS DIRECTEDPIPE BASE 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 TABLE 200-1.2(A) SIEVE SIZE N 1 1/2" SEE NOTE 5 \ W - 3/4" 100 1/2" 90-100 3/8" 20-60 N 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B Q. C. PAVEMENT PER CITY SE MATERIAL PER CITY L EXIST. A.C. PVMT. NATIVE OR IMPORTED BACKFILL AT CONTRACTOR'S OPTION TO BE BROUGH UP IN LIFTS AND COMPACTED PER SPECIFICATIONS. ONE SACK SLURRY 1/2 CRUSHED TO UNDISTURBED SOIL STONE BEDDING SEE NOTE 3 PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) _-PIPE SUBGRADE -_-_ --- PIPE FOUNDATION _-E7 0 no •' �' 01 .'•��:'. ao. �� SEE NOTE 5 CRUSHED IE BEDDING STD. SPECS. PUBLIC WORKS ;TRUCTION E 200-1.2(A) VN AT LEFT a I '----��fOR UNSTABLE SOIL ��----�FOR UNSTABLE SOIL LCONDITION SEE NOTE 4 CONDITON SEE NOTE 4 PIPE BASE 1" TO 1.5" MAX. GRAVEL AS DIRECTEDPIPE BASE 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 TABLE 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - 1" - 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 6" MIN 2"1 10 MAX 1" MAX. SIZE SELECTED NATIVE SOIL BEDDING COMPACTED TO 90% Z ♦T^ c •.:._.: :.:. 1 Lv UIN D O CZ0 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 & FOOTHILL N 67-5 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 -S- - _S_ PER OTHER SHEET EXIST. SEWER LINE SEWER LATERAL SEWER LATERAL ---------- PER OTHER SHEET STORM DRAIN LINE ------------------------- WATER--W------W-- SEWER MANHOLE O DIRECTION OF FLOW PHASE LINE MAP BOUNDARY P.U.E. PUBLIC UTILITY EASEMENT BASIS OF BEARINGS: -THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF PARCEL 1 BEING N4332'00" PER PARCEL MAP NO. 10520 FILED IN BOOK 121 PAGES 11 TROUGH 14, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. Underground Service Alert 9 FORE G Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG �B ,_�, �M o CITY OF FONTANA, CALIFORNIA `�ROFESS/p��F� ���� Hall & Fbreman Inc DRAWMSBYL a q�SEWER PLANS SCALE: HORIZ: 1" = 40' Z ■■� Civil Engineering •Planning •Surveying • Public Works DESIGNED BY FOR VERT: 1" = 4' No. 24573 545 N. Mountain Ave. Ste. 106 U land, CA 91786-9997 • 909 982-7777 MS TRACT NO. 159499-19-2 Exp. 12/31/01 P CHECKED BY DATE: * * PREPARED UNDER THE SUPERVISION OF: HG,RB ITLE SHEET 2-16-99 rq7� CMV O���P �k'M'1 ZI �q JOB N0. DR. N0. SHT. N0. ENGR S. DATE CITY DATE OF' CAO\ 5195 APPROVED ��-� �'u' 9fv APPROVAL APPROVAL RICHAR L. -BOWMAN R.C.E. 24573 DATE: a". CITY ENGINEER R.C.E. 2 126 2898 1 OF 8