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Home My WebLink About2580-15. 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 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF CITY OF FONTANA SEWER IMPROVEMENT PLANS TRACT NO. 15655-3 and 8 , Z 1 9�*]��- 10VA 15 *111 :1� I -FA 2O --CONSTRUCT 8" VCP SEWER 3a—CONSTRUCT GENERAL NOTES FOR SEWER SYSTEM 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 4a—CONSTRUCT CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS 4" VCP SEWER LATERAL PER DATED 1975 INCLUDING LATEST REVISIONS, AND STANDARD 5Q --CONSTRUCT SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1994 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 8a—REMOVE FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK SEWER WITHIN THE CITY LIMITS. #3 UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.). VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION: C700-89 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE. EXTRA STRENGTH STANDARD STRENGTH, AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED 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 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF CITY OF FONTANA SEWER IMPROVEMENT PLANS TRACT NO. 15655-3 and 8 , Z 1 9�*]��- 10VA 15 *111 :1� I -FA 2O --CONSTRUCT 8" VCP SEWER 3a—CONSTRUCT PRECAST CONCRETE MANHOLE PER CIN STD. DWG. N0. 112 — 4a—CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. DWG. N0. 125 5Q --CONSTRUCT 8" CLEANOUT PER CITY STD. DWG. N0. 128 8a—REMOVE PLUG AND JOIN EXISTING 8" VCP SEWER 9� CONSTRUCT PCC ENCASEMENT •NOTE: CONSTRUCTION NOTES 1, 6 & 7 NOT USED ON THESE PLANS. 8" VCP POUR AGAINST UNDISTURBED EARTH q SE* I, U DETAL 'A' PCC ENCASEMENT SCALE: 1 " = 2' CROSSING UTILITY CLASS 520—C-2500 CONCRETE 2,516 L. F. 9 EA. 70 EA. 1 EA. 1 EA. 10 L.F. DUST CONTROL WHICH SHALL INCLUDE PROVISION FOR ADEQUATE WATERING DURING I - - _ — I THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTERAVENUE THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT SHEET 2 SHEET 4 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 INDEX MAP NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE SCALE: 1 "=400 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 s LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO 3" MAX SIZE NATIVE > 0, a MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS SOIL, COMPACTED 95% t Q BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 6" MIN. 6" MIN. Highland Avenue 18, Cit of Fontana, utility notification list 10" MAX. 10" MAX. City y City of Fontana Pacific Bell Co. C Attn: Carlos Navarro Attn: Virginia Becker 3" MAX SIZE NATIVE q 0 8353 Sierra Avenue 3939 E. Coronado Street — — — SOIL, COMPACTED 959: C Fontana, CA. 92335 Anaheim, CA. 92807 (909) 350-6632 (714) 666-5467 6" MAX SIZE NATIVE 6" MIN. 6" MIN. SOIL, COMPACTED 909G 10 MAX• 10" MAX. Q Walnut Street So. Calif. Gas Company Underground Service . Alert Attn: Dennis Freeman 800 422-4133 1 MAX. " 4 ( ) " SIZE SELECTED 6 MAX SIZE NATIVE N cJ 1981 W. Lugonia Avenue NATIVE BEDDING COMPACTED SOILCOMPACTED 9096 0 > LOCATION , Redlands, CA. 92374 Comcast ( Cable TV) TO 90% Q _ ...• + .� . — — 1 MAX. SIZE SELECTED (909) 335-7547 •.. ....• �,:� • •� ' Baseline Road Attn: Jack Hayes , y r. .:•; - - Emergencies: (800) 427-2200 1205 Dupont Ave. N « :...; A BEDDING COMPACTED- - -_ Z Ontario CA. 91761''"�: ': ' ' ' '`•'• ?e TO 9OX So. Calif. Edison Company (909) 390-4738 1/20 CRUSHED tow�" •' "+'• ` ' ' w 300 N. Pepper Avenue STONE BEDDING iW « .4. Rialto, CA. 92376General Telephone Company PER STD. SPECS. -}- a. ' .' �� : •:•'�:"'' .M. • 909 820-5598 —Underground Attn: Steve Hock FOR PUBLIC WORKS o a. O V. 909 875-5100 — Transmission 1400 E. Phillips Blvd. CONSTRUCTION r..:., `::: :; •:k� a 213 637-1233 — Pipelines Ontario, CA. 91766 TABLE 200-1.2(A) •' •w +' '= 909 357-6223 — Distribution •'�• ''� U �. ti• o 0 (800) 422-4133 SHOWN BELOW 800 422-4133 8" VCP • . -o a� E Fontana Water Company 3 U = Crawford Canyon Mutual Water Co. Attn: Michael J. McGraw :}, m y 8440 Nuevo Avenue TABLE. 200-1.2(A) 8" VCP 171w Foothill Boulevard (61AttBill—6derkieft, Jr. Fontana CA. 92235 PERCENTAGE TYPICAL FOR 8 VCP (619) 868-6040 SIEVE SIZE (909) 822-2201 PASSING SIEVES V OR PEEPER Fax: (909) 823-5046 1 1/2* — __ TYPfiCAL FOR � VCP19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN 3/4" 100 SCALE: 1 " 2' LESS THAN V DEEP DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE_ 100 GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN 3/8" 20-60 SCALE: 1" = 2' VICNVrT1l MAP DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND N0.4 0-15 SCALE: 1"= 1/2 mile MOVEMENT MAY BE EXPECTED. N0.8 0-5 20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR ASTM C 131 9 TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CAL/OHSA. TEST GRADING p ' 0 � y Filename: L:\DWG\10201\15M-1\10201S1.DWG Date: April 21, 1997