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Home My WebLink About2687-1GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD w w PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR DI :31 PUBLIC WORKS CONSTRUCTION LATEST EDITION. m < HIGHLAND AVENUE ��'• CP• 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA a vQ- ENGINEERING DIVISION PRIOR TO START OF ANY WORK. WITHIN THE CITY LIMITS. Q 1510 D W INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS W W CITY PRIOR TO THE START OF ANY WORK. CALL (909) 350-7610 aa FONTANA w 3. THE CONTRACTOR SHALL NOT OPERATE ANY WATER MAIN VALVES. CONTRACTOR S. PACIFIC RAILROAD// SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE BASE LINE AVENUE BASE UNE AVENUE OPERATIONS AND WATER REQUIREMENTS. N CITY OF ""�l RANCHO Q 4. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE CUCAMONGA a s NOTED. UE/ 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. SITE FOOTHILL AVENUE 6. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM COUNTY OF SAN 'BERNARDINO AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY / IARRIW HI HW OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133. 7 ALL MANHOLES CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES CITY OF FONTANA SEWER PLANS FOR TRACT 15957-3, -4 & -5 STD. MANHOLE - FRAME & COVER PER STD. DETAIL 109 _�7 - - VARIES STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY 47. ALL STATIONING 0+00.00 REFERS TO CENTERLINE OF SEWER, UNLESS REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. NOTED OTHERWISE. //. 21. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS 48. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE TOP OF CONE j� NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION ITEM TO THE CIVIL ENGINEER. BELOW FINISHED GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO 22. VICINITY MAP WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE NO. 4 0-15 CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED N.T.S. 8. ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISH 174 VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE O2 GRADE BY THE WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY THE 37. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS 6 PAVING CONTRACTOR UPON COMPLETION OF PAVING. BETWEEN SEWER AND WATER MAIN IS LESS THAN 10 FEET. CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA 50. REFER TO CITY OF FONTANA STD. DETAIL 131 FOR CITY OF 1051 ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS 9. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. - NO. 129. 51. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER 25. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON 38. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM 10. THE CONTRACTOR(S)SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY THE STREET ROW, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. --- \�� COMPANIES AND SERVICE PROVIDERS INCLUDING, BUT NOT LIMITED T0, GAS, 52. SEWER & WATER LAT. MAY HAVE 5' OF SEPARATION PER TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, oV IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND CONSTRUCTION TABLE 200-1.2(A) REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND 27. FLOOD CONTROL. UTILITY PURVEYORS: GUIDE SIGNS. 11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER 40. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS ELECTRIC GAS OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING r FEET FROM THE PREVIOUS MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL 128 300 N. PEPPER AVE. 1981 LUGONIA AVE. CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A 12. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE 29. REGISTERED CIVIL ENGINEER, WITH RCE NUMBER BELOW 33965, OR A UNDERGROUND: (909) 820-5598 (909) 335-7744 BEEN PLACED, INSPECTED AND APPROVED. OTHERWISE APPROVED BY THE CITY ENGINEER. LICENSED LAND SURVEYOR ONLY. 13. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN 41. THE CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING AN PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE CABLE CO. GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. COMCAST CABLE AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE 14. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH 31. GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 WORK IN NOTE ABOVE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION SAFETY. SEE "STANDARD SPECIFICATIONS" SECTION 306-1.1.6. (909) 483-7440 THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 15. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S 42. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE INSPECTOR. OR NOT. SOILS ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE 4025 LA PALMA AVE. SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO 16. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING �pFESS/04/ Oe (714) 237-6146 � E, D&`,w:o QUANTITY ESTIMATES ON THESE PLANS ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF -CO CNO. � n IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION QUANTITIES FOR BIDDING PURPOSES. ANY ITEM OF WORK REQUIRED BY CONSTRUCTION. E'p• 12-31-05 THESE PLANS, WHICH IS NOT SPECIFICALLY LISTED IN THE BID FORM, SHALL BE 43. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE CONSIDERED AS INCIDENTAL TO AND INCLUDED IN THE OTHER ITEMS OF WORK FOR 8353 SIERRA AVE. CAQOF AND INSPECTED PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO PAYMENT PURPOSES. 36. THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 17. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS 44. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REVISIONS DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF OBTAINED. THE CITY ENGINEER. 18. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER. 45. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, 19. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING 46. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DURING CONSTRUCTION. PUBLIC WORKS DEPARTMENT PRIOR THE START OF ANY WORK WITHIN 20. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES, AND SWALES FROM UNDERMINING THE CITY LIMITS. CITY OF FONTANA SEWER PLANS FOR TRACT 15957-3, -4 & -5 STD. MANHOLE - FRAME & COVER PER STD. DETAIL 109 _�7 - - VARIES STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY 47. ALL STATIONING 0+00.00 REFERS TO CENTERLINE OF SEWER, UNLESS REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. NOTED OTHERWISE. //. 21. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS 48. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE TOP OF CONE j� INDEX MAP- N.T.S. a RECORD DRAWING The information on this dvawing is obt*W from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for FUTURE FINISH underground facifity locations or depictions. All above ground GRADE ELEVATION facilities can be readily seen and verdied by the parties that - Intend to use sarin. FUTURE 12" PAVEMENT MIN EXIST. AC. PVMT. z_ d cV X / Lij 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: "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." or I RR 111-ua APPROVAL I DATE I APPROVAL I DATE QROFESS/0 N <c0 D L go'Ve 0:� No. 24573 * Exp. 12/31/01 sgTFCIVI\- O F CALF 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 10 MAX .__, . -,I 'Ll 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 -A.C. PAVEMENT PER CITY REQUIREME BASE MATERIAL PER CITY REQUIREMEI NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION ITEM TO THE CIVIL ENGINEER. STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED 22. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH 15957-5 WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE NO. 4 0-15 CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED 23. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE BEFORE CONSTRUCTION BEGINS. 174 VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE O2 CONSTRUCT STD. PRE -CAST MANHOLE PER CITY STD. DETAILS 109 AND112. PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P 49. USE V.C.P. COMPRESSION JOINTS WHERE HORIZONTAL SEPARATION 6 SIE BETWEEN SEWER AND WATER MAIN IS LESS THAN 10 FEET. 24. MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA 50. REFER TO CITY OF FONTANA STD. DETAIL 131 FOR CITY OF 1051 STANDARD DETAIL 112. CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560-B-3250. FONTANA STD. TRENCH REPAIR. CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. N0. 128 STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO - - BE PER CITY OF FONTANA STANDARD DETAIL 109. 51. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER 25. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON - BELOW THE GROUND SURFACE. WHEN THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE )K )K SEE NOTE 25 THE STREET ROW, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS SAME TO FINISHED GRADE. UPON COMPLETION OF PAVING. --- \�� MEASURED FROM THE UTILITY EASEMENT. 52. SEWER & WATER LAT. MAY HAVE 5' OF SEPARATION PER CUCAMONGA COUNTY WATER DISTRICT. 26. NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS WITHOUT TRAFFIC COVERS. oV Q\e O• i CONSTRUCTION TABLE 200-1.2(A) 53. ALL VCP PIPE FITTINGS SHALL BE EXTRA -STRENGTH. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE UTILITY PURVEYORS: LOCATION OF THE SEWER LATERAL. 28. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL ELECTRIC GAS PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO. r FEET FROM THE PREVIOUS MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL 128 300 N. PEPPER AVE. 1981 LUGONIA AVE. FOR TERMINAL CLEANOUT. 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 PIPELINES: (213) 657-1233 EMERGENCIES: (800) 427-2200 30. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, DISTRIBUTION: (909) 357-6233 AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CABLE CO. CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF WATER ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. COMCAST CABLE 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 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 TELEPHONE PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. PACIFIC BELL 4025 LA PALMA AVE. 33. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE ANAHEIM, CA. 92807 USED FOR SETTING MANHOLE RINGS. �pFESS/04/ Oe (714) 237-6146 � E, D&`,w:o 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES ATTN: DELTA LERMA CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO -CO CNO. � n BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING LU SEWER 6024573 CONSTRUCTION. E'p• 12-31-05 35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT CITY OF FONTANA 4PA CMS FOF ' ` MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 8353 SIERRA AVE. CAQOF FONTANA, CA. 92335 36. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, (909) 350-6632 DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. ATTN: CARLOS NAVARRO REVISIONS INDEX MAP- N.T.S. a RECORD DRAWING The information on this dvawing is obt*W from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for FUTURE FINISH underground facifity locations or depictions. All above ground GRADE ELEVATION facilities can be readily seen and verdied by the parties that - Intend to use sarin. FUTURE 12" PAVEMENT MIN EXIST. AC. PVMT. z_ d cV X / Lij 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: "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." or I RR 111-ua APPROVAL I DATE I APPROVAL I DATE QROFESS/0 N <c0 D L go'Ve 0:� No. 24573 * Exp. 12/31/01 sgTFCIVI\- O F CALF 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 10 MAX .__, . -,I 'Ll 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 -A.C. PAVEMENT PER CITY REQUIREME BASE MATERIAL PER CITY REQUIREMEI CONSTRUCTION NOTES &QUANTITIES: - ITEM DESCRIPTION QUANTITY �N 15957-3 15957-4 15957-5 3/8" 20-60 NO. 4 0-15 O1 INSTALL 8" EXTRA STRENGTH VCP SEWER. 1330 696 174 BROUGH UP IN LIFTS AND O2 CONSTRUCT STD. PRE -CAST MANHOLE PER CITY STD. DETAILS 109 AND112. 8 3 6 SIE O3 CONSTRUCT 4" V.C.P. HOUSE LATERAL -EXTRA STRENGTH PER. CIN STD. N0. 125 1085 593 1051 SEWER MANHOLE O4 CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. N0. 128 1 - - P.U.E. O5 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 2. 10 - - X NOTE CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THESE PLANS PRIOR TO START OF WORK. )K )K SEE NOTE 25 INDEX MAP- N.T.S. a RECORD DRAWING The information on this dvawing is obt*W from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for FUTURE FINISH underground facifity locations or depictions. All above ground GRADE ELEVATION facilities can be readily seen and verdied by the parties that - Intend to use sarin. FUTURE 12" PAVEMENT MIN EXIST. AC. PVMT. z_ d cV X / Lij 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: "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." or I RR 111-ua APPROVAL I DATE I APPROVAL I DATE QROFESS/0 N <c0 D L go'Ve 0:� No. 24573 * Exp. 12/31/01 sgTFCIVI\- O F CALF 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 10 MAX .__, . -,I 'Ll 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 -A.C. PAVEMENT PER CITY REQUIREME BASE MATERIAL PER CITY REQUIREMEI 2 N re) 10 SEE NOTE •'1 WIDTH .rr 24" TYP. SEE NOTE 5 1/2 CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN AT LEFT iE a I _ �- FOR UNSTABLE SOIL a___________ - FOR UNSTABLE SOIL J CONDITION SEE NOTE 4 J CONDITION SEE NOTE 4 PIPE BASE 1" TO 1.5" MAX. GRAVEL AS DIRECTED PIPE 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 NOTES: TABLE 200-1.2(A) 1/2y 1 -TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE SIEVE SIZE wz - - L EXIST. A.C. PVMT. ' - �N 100 1/2 NATIVE OR IMPORTED BACKFILL - 3/8" 20-60 NO. 4 0-15 AT CONTRACTOR'S OPTION TO BE z z �gj ASTM C 131 TEST GRADING / --------- BROUGH UP IN LIFTS AND w N > EXCAVATION. 4 IF UNSTABLE SOIL IS ENCOUNTERED, CITY TO DETERMINE COMPACTED PER SPECIFICATIONS. DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK. WATER ---W-----8-----W--- SEWER MANHOLE SEWER MANHOLE SEE NOTE 5 ONE SACK SLURRY MAP BOUNDARY N P.U.E. PUBLIC UTILITY EASEMENT 1/2 CRUSHED TO UNDISTURBED SOIL Z STONE BEDDING SEE NOTE 3 -� --- \�� PER STD. SPECS. N i FOR PUBLIC WORKS w aa- oV Q\e O• i CONSTRUCTION TABLE 200-1.2(A) r� O �' PIPE SUBGRADE tSEE •'1 '• NOTE r WIDTH----- PIPE FOUNDATION ------- - 2 N re) 10 SEE NOTE •'1 WIDTH .rr 24" TYP. SEE NOTE 5 1/2 CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN AT LEFT iE a I _ �- FOR UNSTABLE SOIL a___________ - FOR UNSTABLE SOIL J CONDITION SEE NOTE 4 J CONDITION SEE NOTE 4 PIPE BASE 1" TO 1.5" MAX. GRAVEL AS DIRECTED PIPE 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 NOTES: TABLE 200-1.2(A) 1/2y 1 -TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE 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" 10 11M A X IN wvad { d!±d! /-1" MAX. SIZE SELECTED NATIVE SOI L BEDDING COMPACTED TO 90% NIS 0 TYPICAL BEDDING FOR 8'w VCP 10' OR DEEPER NOT TO SCALE BENCHMARK: ELEVATION No. 372 - TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL # 67-5 ELEVATION. 1214.17 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. UNIT LF EA LF EA LF NOTICE TO WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING: UTILITIES SHOWN (A) MAXIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 16" AT THE TIME 8" MAX. EACH SIDE OF PIPE. DETERMINE IF (B) MINIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 12" CONSTRUCTED. 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 --S-----S-- -S --- S -- 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. WATER 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. UNIT LF EA LF EA LF 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-- -S --- S -- PER PER OTHER SHEET EXIST. SEWER LINE --------- SEWER LATERAL SEWER LATERAL PER OTHER SHEET STORM DRAIN LINE WATER ---W-----8-----W--- SEWER MANHOLE SEWER MANHOLE PHASE LINE `.i.� l•_�l'.T,FtitA i. I'��'wf.14''�GilztJ%',le'1.(l �L1T 1...._.'r`f{.�_;yry L: •.�?tl'. i.4`t?.,i ti:T 4 rt??�\0. b.-..1yn :. 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 N43'32'00" PER PARCEL MAP NO. 10520 FILED IN BOOK 121 PAGES 11 TROUGH 14, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. Engineeringmoor & 1, m, n , nc . mm r A Civil Planning 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 (909) 98 SUPERVISIONP UNDER THE • 4 -15- 3?V RICHARD L. BOWMAN R.C.E. D. Underground Service Alert EFORE o Call: TOLL FREE O 4 ' 1-800 � 422-4133 TWO WORKING DAYS ` BEFORE YOU DIG � CITY OF FONTANA, CALIFORNIA DRAWN BY SEWER PLANS SCALE: RLM,MS,AP HORIZ: NO SCALE DESIGNED BY VERT: NO SCALE AG,Ms,Ra TITLE SHEET CHECKED HG HP BY TRACT NO. 15957=5, '4 $t -S DATE12/21�9$ JOB N0. � Z� q DR. N0. SHT. N0. 5195 APPROVED 2g$7 1 OF % Fr CIN ENGINEER R.C.E. No. 25126 0 LO LO i o� oQ