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Home My WebLink About2692-1CITY 01F FOMTAMA SEWER PLANS STD. MANHOLE FRAME & COVER PER STD. DETAIL 109 VARIES TOP OF CONE l/ INDEX MAP N.T.S. Im FUTURE FINISH 4GRADE ELEVATION FUTURE 12" PAVEMENT MIN EXIST. AC. PVMT. • y Q •" - j t Z f CO _j o j f. Z I J iU 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." UUUV 1 rept Inc. 00PA Civil Engineering -Planning •Surveying •Public Works 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 PREP RED UNDER THE SUPERVISION OF: RICHARD L. OWMAN R.C.E. 24573 DATE: QROFESS/p,� Qr c� No. 24573 y� Exp. 12/31 /a1 CIVIC R��P ENGR S. CITY OF CAI�F� APPROVAL DATE APPROVAL DATE CONSTRUCTION NOTES & QUANTITIES: ITEM DESCRIPTION QUANTITY UNIT 15958 j I { INSTALL 8" EXTRA STRENGTH VCP SEWER. GENERAL NOTES o N 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD�� STD. PRE -CAST MANHOLE PER CITY STD. DETAILS 109 AND112. 5 X SIE O3 CONSTRUCT 4" V.C.P. HOUSE LATERAL - EXTRA STRENGTH PER CITY STD. 125. 678 0-5 SIE NOTE PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR COMPACTED PER SPECIFICATIONS. 4 CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THESE PLANS PRIOR TO START OF WORK. NOTE 5 ONE SACK SLURRY SEE NOTE 25 C4 1/2 CRUSHED TO UNDISTURBED SOIL PUBLIC WORKS CONSTRUCTION, LATEST EDITION. z STONE BEDDING SEE NOTE 3 N A//'O, PER STD. SPECS. SHOWN ABOVE 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA FOR PUBLIC WORKS CONSTRUCTION ERUSHED CL HIGHLANYBASWE Q01/ Op S TABLE 200-1.2(A) y� CP G ' PIPE SUBGRADE ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 6 i o- p CONSTRUCTION SEE NOTE`1 TABLE 200-1.2(A) INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS YV1DT1-I SHOWN AT LEFT W in a� � FOR UNSTABLE SOIL j I �y� FOR UNSTABLE SOIL PRIOR TO THE START OF ANY WORK. CALL (909) 350-7610 CONDITION SEE NOTE 4 CONDITION SEE NOTE 4 PIPE BASE 6 3. THE CONTRACTOR SHALL NOT OPERATE ANY WATER MAIN VALVES. CONTRACTOR 6" MIN. FOR PIPES 12" AND LARGER s PAaFIc N -IM- ASHALL 4" MIN. FOR PIPES 10" OR SMALLER TYPICAL NORMAL BEDDING OVERWIDTH BEDDING COORDINATE WITH, THE APPROPRIATE .WATER COMPANY FOR VALVEBASE LINE AVENUE AVENUE OPERATIONS AND WATER REQUIREMENTS. - CITY OF RANCHO / W 4. STATIONING REFERS TO THE CENTERLINE OF SEWERS EXCEPT WHERE OTHERWISE CUCAMONGA NOTED. + NUE � / SI 1 E I>r- p 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 6. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM F00'MILL 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 IARRIW ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY / HI w OR DAMAGE THERETO. - CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133. / 7. ALL MANHOLES, CLEANOUT FRAMES ECONSTRUCTED 6 INCHES HES BELOW FINISHED GRADE BY THE EWER CONTRACTOR AND SHALL BE RAISED VICINITY M A P 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 N0.` 129. 37. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS 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 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 DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE ALSO BE GUARDED- WHEN THE .POTENTIAL EXISTS FOR GROUND MOVEMENT. IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 14. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH 40. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE WORK IN NOTE ABOVE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL AND INSPECTED PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO SAFETY. SEE "STANDARD SPECIFICATIONS" SECTION 306-1.1.6. THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S 41. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND INSPECTOR. - DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING 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. t 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 TAKENJO 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 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. 23. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY" PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700-89 FOR V.C.P 24. MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112. CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560-B-3250. A R L U U K U U H H W I Iv U STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO BE PER CITY OF FONTANA STANDARD DETAIL 109. The information on this ftwing is obtained from others and 25. TERMINATE ALL 4" ,HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" must be verified in the field by anyone prior to use or BELOW THE GROUND SURFACE. WHEN THE PUBLIC UTILITY EASEMENTS EXIST NEXT TO construction. HALL & FOREMAN, INC. is not responsible for THE STREET ROW, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS underground facititylocations ordepictions. All above ground MEASURED FROM THE UTILITY EASEMENT. Facilities can be readily seen and verified by the parfies that - 4 tand to uss sane. 26. NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS UNLESS SHOWN ON PLANS. 27. THE CONTRXCTOR SHALL AN "S" IN THE FACE OF THE CURB AT THE LOCATIONOFTHE SEWER LATERAL. UTILITY PURVEYORS: 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 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 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 ELEVATIONS OR LOCATIONS SHOWN ON ' THE PLANS. WATER COMCAST CABLE 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761RANCHO DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, CUCAMONGA, CA. 91729 (909) 390-4738 - DURING EXCAVATION AND GRADING. (909) 483-7440 32. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND SOUTHERN PACIFIC PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS TELEPHONE TRANSPORTATION COMPANY OR NOT. I PACIFIC BELL (SPPR) 33. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE 3939 E. CORONADO STREET (213) 780-6967 USED FOR SETTING MANHOLE RINGS. ANAHEIM, CA. 92807 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES (714) 666-5467 I "/ie[e., � 0e. CONCERNED WITH THE RELOCATION OF THE FACILITIES LOCATED WITHIN THE AREA TO SEWER BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING L YQ CONSTRUCTION. CITY OF FONTANA V 35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT 8353 SIERRA AVE. rM MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. FONTANA, CA. 92335 041-05 x� 36. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, e91010 VAR•LMBAVARRO �qT CIV FOF DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. CALIF REVISIONS • CITY 01F FOMTAMA SEWER PLANS STD. MANHOLE FRAME & COVER PER STD. DETAIL 109 VARIES TOP OF CONE l/ INDEX MAP N.T.S. Im FUTURE FINISH 4GRADE ELEVATION FUTURE 12" PAVEMENT MIN EXIST. AC. PVMT. • y Q •" - j t Z f CO _j o j f. Z I J iU 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." UUUV 1 rept Inc. 00PA Civil Engineering -Planning •Surveying •Public Works 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 PREP RED UNDER THE SUPERVISION OF: RICHARD L. OWMAN R.C.E. 24573 DATE: QROFESS/p,� Qr c� No. 24573 y� Exp. 12/31 /a1 CIVIC R��P ENGR S. CITY OF CAI�F� APPROVAL DATE APPROVAL DATE CONSTRUCTION NOTES & QUANTITIES: ITEM DESCRIPTION QUANTITY UNIT 15958 j I PAVEMENT PER CITY MATERIAL PER CITY O1 INSTALL 8" EXTRA STRENGTH VCP SEWER. 720 o N O2 CONSTRUCT STD. PRE -CAST MANHOLE PER CITY STD. DETAILS 109 AND112. 5 X SIE O3 CONSTRUCT 4" V.C.P. HOUSE LATERAL - EXTRA STRENGTH PER CITY STD. 125. 678 0-5 SIE NOTE B COMPACTED PER SPECIFICATIONS. \ CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THESE PLANS PRIOR TO START OF WORK. NOTE 5 ONE SACK SLURRY SEE NOTE 25 C4 PAVEMENT PER CITY MATERIAL PER CITY V.C.P. W L EXIST. A.C. PVMT. ` AND TRENCH o N NATIVE OR IMPORTED BACKFILL / 0 W rn Z w AT THE AT CONTRACTOR'S OPTION TO BE / W N Cr 0-15 BROUGH UP IN LIFTS AND 0-5 ASTM C 131 TEST GRADING B COMPACTED PER SPECIFICATIONS. \ SEE NOTE 5 ONE SACK SLURRY o w a C4 1/2 CRUSHED TO UNDISTURBED SOIL it SEE NOTE 5 z STONE BEDDING SEE NOTE 3 N a PER STD. SPECS. SHOWN ABOVE W I FOR PUBLIC WORKS CONSTRUCTION ERUSHED CL o Q01/ Op S TABLE 200-1.2(A) ..�. �Q�' STON1/2 BEDDING t: Q PER STD. SPECS. ' PIPE SUBGRADE '' FOR PUBLIC WORKS SEE NOTE"1 i o- p CONSTRUCTION SEE NOTE`1 TABLE 200-1.2(A) WIDTH PIPE FOUNDATION YV1DT1-I SHOWN AT LEFT a� � FOR UNSTABLE SOIL j I �y� FOR UNSTABLE SOIL CONDITION SEE NOTE 4 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 TABLE 200-1.2(A) NOTES: 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 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 6" MIN 10 MAX 2" 10 MAX ;- I II 1" MAX. SIZE 6" MAX SIZE _ SELECTED NATIVE SOIL NATIVE SOIL BEDDING COMPACTED COMPACTED 90% TO 90% 1/2 CRUSHED WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING: (A) MAXIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 16" STONE BEDDING :<,:_•: (B) MINIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 12" Z PER STD. SPECS. •''= t _ AT THE UPPER LIMIT OF THE PIPE ZONE EXCEEDS THE MAXIMUM FOR PUBLIC WORKS 3 OVERWIDTH BEDDING -MAXIMUM TO BE DETERMINED IN THE FIELD BY THE CITY REPRESENTATIVE ON THE BASIS OF OVERWIDTH CONSTRUCTION o w a . p - �_ �IN TABLE 200-1.2(A) a O SHOWN ABOVE - '' ,=1 1 1-1 i l-1 ,�i- V TYPICAL BEDDING FOR 8• VCP 10' OR DEEPER NOT TO SCALE BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 No. 372 ELEV. 1214.17 9/67 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. 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- I I I ( I I 3 EMERGENCY LANE PER OTHER SHEET I,I EXIST. SEWER LINE - - SEWER LATERAL P.U.E. PUBLIC UTILITY EASEMENT SEWER LATERAL ---------- INVERT INV PER OTHER SHEET MANHOLE MH STORM DRAIN LINE ------------------------- WATER--W------W-- SEWER MANHOLE O SEWER MANHOLE PHASE LINE MAP BOUNDARY BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 1 BEING N89'48'30" W PER TRACT MAP NO. 13139 FILED IN BOOK 189 PAGES 64 AND 65, OF MAPS, RECORDS OF SAN BERNARDINO CO. Underground Service Alert e�fORE o Call: TOLL FREE 0 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG wo CITY OF FONTANA, CALIFORNIA DRAWN BY SEWER PLANS SCALE: RLM,MS,AP HORIZ: NO SCALE DESIGNED BY VERT: NO SCALE AG,MS,RB TITLE SHEET CHECKED HG HP BY TRACT NO. DATE: 15958 10/30/98 IJOB N0. L IDR* NO. THT. NO. Pia -2 5195 PPROVEDCITY ENGINEER R.C.E. 25126 26921 OF 2 Ai 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. 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- I I I ( I I 3 EMERGENCY LANE PER OTHER SHEET I,I EXIST. SEWER LINE - - SEWER LATERAL P.U.E. PUBLIC UTILITY EASEMENT SEWER LATERAL ---------- INVERT INV PER OTHER SHEET MANHOLE MH STORM DRAIN LINE ------------------------- WATER--W------W-- SEWER MANHOLE O SEWER MANHOLE PHASE LINE MAP BOUNDARY BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 1 BEING N89'48'30" W PER TRACT MAP NO. 13139 FILED IN BOOK 189 PAGES 64 AND 65, OF MAPS, RECORDS OF SAN BERNARDINO CO. Underground Service Alert e�fORE o Call: TOLL FREE 0 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG wo CITY OF FONTANA, CALIFORNIA DRAWN BY SEWER PLANS SCALE: RLM,MS,AP HORIZ: NO SCALE DESIGNED BY VERT: NO SCALE AG,MS,RB TITLE SHEET CHECKED HG HP BY TRACT NO. DATE: 15958 10/30/98 IJOB N0. L IDR* NO. THT. NO. Pia -2 5195 PPROVEDCITY ENGINEER R.C.E. 25126 26921 OF 2 Ai