The URL can be used to link to this page

Home My WebLink About2446-1PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 CITY OF FONTANA SEWER IMPROVEMENT PLANS RASFI INF �l BEECH AVENUE t DEX MAP SCALE: 1 =400 R Q. EXISTING 15" VCP nee 'ova Date: 3- #4 --� CIRCULAR TIES SCALE: 1 " = 1' AL. NOTES FOR SEWER b' 1 1/2 - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 5,140 CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS G>_CONSTRUCT DATED 1975 INCLUDING LATEST REVISIONS, AND STANDARD 399 SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1994 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY Of 16 FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK 6a- WITHIN THE CITY LIMITS. 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL (D -CONSTRUCT BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY 1 PIPE (V.C.P.). VITRIFIED CLAY PIPE SHALL BE EXTRA &-REMOVE STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF 11-- THE ASTM, DESIGNATION: C700-89 "STANDARD SPECIFICATION Ey-INSTALL FOR VITRIFIED CLAY PIPE. EXTRA STRENGTH STANDARD STRENGTH, 1 AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED NOTE: CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT THE MORE RESTRICTIVE PROVISION SHALL APPLY. 4. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112. CONCRETE FOR BASE SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR -PER CITY OF FONTANA STANDARD DETAIL 109. 5. ALL STATIONING REFERS TO CENTERLINE SEWER, UNLESS OTHERWISE NOTED. 6. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 7. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 8. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 9. 4" V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUT - PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS 3' INSIDE THE PROPERTY LINE WITH A PLUG, PER STANDARD. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES ETC..., SHOWN ON THESE PLANS OR NOT, WITHIN AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. "AS BUILT" PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE " RECORD DRAWINGS " TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 13. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE DETAIL ON THIS SHEET AND CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 15. ALL 4" HOUSE SEWER LATERAL SHALL BE INSTALLED ON A 29 MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISION FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 17. 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. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 18. City of Fontana, utility notification list City of Fontana Pacific Beit Co. Attn: Carlos Navarro Attn: Virginia Becker 8353 Sierra Avenue 3939 E. Coronado Street Fontana, CA. 92335 Anaheim, CA. 92807 (909) 350-6632 (714) 666-5467 So. Calif. Gas Company Underground Service Alert Attn: Dennis Freeman (800) 422-4133 1981 W. Lugonia Avenue Redlands, CA. 92374 Comcast ( Cable TV ) (909) 335-7547 Attn: Jack Hayes Emergencies: (800) 427-2200 1205 Dupont Ave. Ontario, CA. 91761 So. Calif. Edison Company (909) 390-4738 300 N. Pepper Avenue Rialto, CA. 92376 General Telephone Company 909 820-5598 - Underground Attn: Steve Hock 909 875-5100 - Transmission 1400 E. Phillips Blvd. 213 637-1233 - Pipelines Ontario, CA. 91766 909 357-6223 - Distribution (800) 422-4133 800 422-4133 Fontana Water Company Crawford Canyon Mutual Water Co. Attn: Michael J. McGraw Attn: Bill Vanderkieft, Jr. 8440 Nuevo Avenue (619) 868-6040 Fontana CA. 92235 (909) 822-2201 Fax: (909) 823-5046 19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CAL/OHSA. PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 CITY OF FONTANA SEWER IMPROVEMENT PLANS RASFI INF �l BEECH AVENUE t DEX MAP SCALE: 1 =400 R Q. EXISTING 15" VCP nee 'ova Date: 3- #4 --� CIRCULAR TIES SCALE: 1 " = 1' 3" MAX SIZE NATIVE SOIL, COMPACTED 959 6" MIN. 6" MIN. 3" MAX SIZE NATIVE 10" MAX. 10" MAX. SOIL, COMPACTED 959 I�TIP211 i- 1- - -� �_ �r �t I 6" MIN. 6" MIN. 1 N T 10" MAX. 10" MAX. 6" MAX SIZE NATIVE 6 MAX SIZE NATIVE - N SOIL, COMPACTED 909 SOIL, COMPACTED 9076 1/2" CRUSHED -� STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN BELOW TABLE: 200-1.2(A) SIEVE SIZE CONSTRUCTIM! NOTE$ 1 1/2 - 1" CONSTRUCT 15" VCP SEWER 5,140 L.F. G>_CONSTRUCT 8" VCP SEWER 399 L.F. 3�)_ CONSTRUCT PRECAST CONCRETE MANHOLE PER C T - STD. DWG. NO. 112. 16 EA. 6a- INSTALL 8" VCP STOPPER 5 EA. (D -CONSTRUCT PCC COLLAR PER HEREON 1 EA. &-REMOVE PLUG AND JOIN EXISTING 15" VCP SEWER 11-- EA. Ey-INSTALL 15" VCP STOPPER 1 EA. NOTE: CONSTRUCTION NOTES 4, 5, 89 NOT USED ON THESE PLANS. 3" MAX SIZE NATIVE SOIL, COMPACTED 959 6" MIN. 6" MIN. 3" MAX SIZE NATIVE 10" MAX. 10" MAX. SOIL, COMPACTED 959 I�TIP211 i- 1- - -� �_ �r �t I 6" MIN. 6" MIN. 1 N T 10" MAX. 10" MAX. 6" MAX SIZE NATIVE 6 MAX SIZE NATIVE - N SOIL, COMPACTED 909 SOIL, COMPACTED 9076 1/2" CRUSHED -� STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN BELOW 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 N0.4 0-15 N0.8 0-5 ASTM C 131 TEST GRADING B #4 O 12" BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION. 1428.6090 15" VCP TYPICAL BEDDING FOR 1T VCP 10' OR DEEPER SCALE: 1 " = 2' 15" VCP TYPICAL BEDDNG FOR 16 VCP LESS THAN V DEEP SCALE: 1 " = 2' 1i K MTY MAP SCALE: 1"= 1/2 mile Prepared By: CITY OF FONTANA ALLARD ENGINEERING Civil Engineering - Land Planning 6101 Cherry Avenue Drawn By: Fontana, California 92336 SCN (909) 899-5011 Fax (009) 899-5014 . Designed By: Acp SCN � 2 /b �4ry Raymond J. Allard, R.C.E. 36052 Date Checked By: (expires 6/30/2000) RJA Mn 8EA L QOFESS / 0 J. Q cc) 36052 a; o 136052 m ul °G Exp. s,�3o/2000 N CIV1� F FO MUF C CALIFORNIA SEWER IMPROVEMENT PIANS- scal' 1 "= 40' for Date: BEECH AVENUE OCT. 1996 Approved: 4r 1A -,of. Dwg. No. 4" CITY_ ENGINEER R.C.E. 25. 2446 6 Filename: C:\DWG`10201\BEECH\10201S1.DWG Date: December 12, 1996 1 MAX. SIZE SELECTED 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED NATIVE BEDDING COMPACTED � TO 90'` TO 909 Z 04 AL :. + v W L O C1 TYPICAL BEDDING FOR 1T VCP 10' OR DEEPER SCALE: 1 " = 2' 15" VCP TYPICAL BEDDNG FOR 16 VCP LESS THAN V DEEP SCALE: 1 " = 2' 1i K MTY MAP SCALE: 1"= 1/2 mile Prepared By: CITY OF FONTANA ALLARD ENGINEERING Civil Engineering - Land Planning 6101 Cherry Avenue Drawn By: Fontana, California 92336 SCN (909) 899-5011 Fax (009) 899-5014 . Designed By: Acp SCN � 2 /b �4ry Raymond J. Allard, R.C.E. 36052 Date Checked By: (expires 6/30/2000) RJA Mn 8EA L QOFESS / 0 J. Q cc) 36052 a; o 136052 m ul °G Exp. s,�3o/2000 N CIV1� F FO MUF C CALIFORNIA SEWER IMPROVEMENT PIANS- scal' 1 "= 40' for Date: BEECH AVENUE OCT. 1996 Approved: 4r 1A -,of. Dwg. No. 4" CITY_ ENGINEER R.C.E. 25. 2446 6 Filename: C:\DWG`10201\BEECH\10201S1.DWG Date: December 12, 1996