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Home My WebLink About1923-1CONSTRUCTION NOTES & ESTIMATED QUANTITIES CONST. NOTE NO.1 DESCRIPTION QUANTITY UNIT CONST.88@ V.C.P. SEWER MAIN LEXLPLA STREN67_121) 1800 LF I A SEWER IMPROVEMENT PLMNbAom' CONST. 4`1 V.C.P. SEWER LATERAL (,t'X7R_A ST-ReN67-11) 4 F CONST. SEWER MANHOLE PER STD. DWGe 112 ro EA G) 4 INSTALL Sea KIM 2 EA REMOVE STUS AND JOIN V.C.P. 2 E A] FOR JOIN EXIST. ISTUS, PLUG TO REMAIIN 2 E A 25 EA 0— CONSTRUCT WYES 2 EA ADJUST MANHOLE COVERS TO GRADE TRACT NO. 14600 THE ESTIMATES OF QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE Ui OF SATISFYING PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN > INDEPENDENT ESTIMATE OF ALL QUANTITIES AS A BASIS FOR HIS BIDS AND CONTRACTS. I < cc W BASELINE AVE. —IF MILLER AVE. I VICiNITY MAP NO SCALE 6" MIN 6" MIN 10" k—AX 10" MAX 1" MAX. SIZE Z SELECTED NATIVE c T_ BEDDING COMPACTED TO 90% CL 0 > TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP NO SCALE _N_ U; Uj > 6" MIN < 1.0" MAX < cc it I" MAX. SIZE 0 z SELECTED NATIVE VICiNITY MAP NO SCALE 6" MIN 6" MIN 10" k—AX 10" MAX 1" MAX. SIZE Z SELECTED NATIVE c T_ BEDDING COMPACTED TO 90% CL 0 > TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP NO SCALE _N_ SAFETY REPONSIBILITY z > C� A( J C, C GENERAL TELEPHONE COMPANY 245 No. Mountain View Avenue Pomona, CA 91760 (213)357-2257 or (800)422-4133 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 East Third Street San Bernardino, CA 92408 (714)383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 Adams Street Riverside, CA 92504 (714)359-2585 or (800)422-4133 U.S.A. CITY OF FONTANA 8353 Sierra Avenue Fontana, CA 92335 (714)350-7610 SO. CALIF. GAS CO. -DISTRIBUTION FACILITIES 570 4th Street, P. 0. Box 6226 San Bernardino, CA 92408 (714)884-9411 or (800)422-4133 U.S.A. SO. CALIF. GAS COMPANY -TRANSMISSION DEPT. 2191 Birch Street Brea, CA 92621 (714)529-2889 or (800)422-4133 U.S.A. SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. Francis Avenue, P. 0. Box 513 Ontario, CA 91761 (714)947 -2996 -Underground Power (714)875 -5100 -Transmission (213)837 -1233 -Pipelines, or (800)422-4133 U.S.A. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS Contractor agrees that he shall assume sole and complete responsi- bility 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, indem- nify 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. COURTON & ASSOCIATES 1400 QUAIL STREET, SUITE 145 NEWPORT BEACH, CA 92680 (714) 752-5712 EXISTING UNDERGROUND STRUCTURES 4A I 0 INDFX MAP SCALE: V`= 100" The existence and location of any underground utiiities or struc- tures shown on these plans was obtained by a search ofbavailable records. To the best of our knowledge there are no existing utili- ties except as shown on these plans. The Contractor is required to take all precautionary measures to protect the existing utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to, these lines or structures. BASIS OF BEARINGS: cow N 00-01-27 W ALONG CENTERLINE OF TOKAY AVENUE PER TRACT NO. 12847, MB 183/3-5. BENCH MARK: NO.508 - IRON PIPE AT THE (i INTERSECTION MILLER AVENUE AND TOKAY AVENUE. ELEV. 1342.37 PRIVATE ENGINEER'S NOTE I 1. All work shall be done in accordance with these plans and the - City of Fontana Public Works Department standard specifications dated 1975. 2. Construction permits shall be obtained from the Fontana Public Works Department prior to the start of any work within the city limits. 3. Terminate all 4" house sewer laterals 3' inside the lot with a plug. Should a public utilities easement lie contiguous to the street R -O -W, the lateral shall extend across the easement and terminate 3' inside the lot as measured from the utility easement line. 4. Adequate stakes shall be set by the Engineer to enable the Contractor to construct the work to the plan grades. 5. All pipelines or substructures of any kind and all telephone or power poles, water meters, valves, hydrants, irrigation structures, etc. shown or not shown on this plan and located within areas 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. 6. "As -built" plans shall be provided to the City by the Contractor. 7. All sewer laterals shall be installed on a 2% minimum grade unless otherwise approved by the City Engineer. 8. Sewer Contractor shall chisel "X" in the curb at the location of the laterals. 9. Manhole frames and covers to be constructed by the Sewer Contractor 6" below finished surface grade and du,-I'nq paving, the paving contractor shall raise same to finished grade. 10. All stationing refers to centerline of street. 11. The sewer contractor shall be fully responsible for the location and protection of all existing underground utilities and structures whether or not shown on these plans. 12. No laterals shall be placed under driveway. 13. Engineer shall check out original sewer improvement plans and transfer "as -built" information prior to City acceptance of the sewer system. 14, PRIOR To CoNgrfIICTION Of WATr_R 56-W,!�_R AA010.? SrOfN DA:,)41N ZIN6S 7HC CON7eAC7Z7R SlIAZZ SXPOSE 7WE `_X1571_N6 W,4rZW, 5EW&--R AIY0101� S-rO,,?M DRAIN LINES CONNECTIONS W14t OCCOR AND Y_1R1,,c_Y Tll--'-If ,64,6 yA 7-lolv, AND I OCAT10111 APPMOVAZ 9 Y T -11-c 017-Y 01c- IDNT,4NA 0,,,::*,4 PROPOSED CONN,C7- y Doc F -7- a 161V 76 14 C17y rAaZI7 _S IVOT MPLY APPROVAI 0, 9E CO3qRk-Cr1V.cSS of T#6 ELEV*7_10/\1 AND16k Z6CA716AI 143 5WOWIV ON PZAIVS. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the City. (This note required on all plans.) THESE PLANS WERE PREPARED IN THE OFFICE OF: COURTON &-ASSOCIATES (714) 762-5712 NDER THE SUPER t!JJU,-5 f?0 DATE 'O(YNOVAN A.__SOUTHWORTH - R.C.E. 25927 DRAWN: REVISIONS. R"I ENG DATE' DESCRIPTION CITY D TE DESIGNED: NEER. APER. "A AS ZQ((_�T L�ATCPLN CHECKED-. AA SCALE: / ':, lev( 259V EML 12-31-93 A 16. tot I k4l _1313 0 ma TWO WORKING DAYS BEFORE YOU DIG 0 A L 0 � 11 1111 1 ��Nli; PUBLIC WORKS DEPARTMENT SEWER IMPROVEMENT PLANS TRACT NO. 14600 1 A P P R 0 V E D CITY ENGINEER DATE: �� 17 �91 R.C.E. No. 25126. SHEET NO. 1 0 F 4 SHEETS DWG. NO. ICI23 6" MIN 6" MIN 101, MAX 1.0" MAX I" MAX. SIZE z SELECTED NATIVE BEDDING COMPACTED, TO 90% 1/4" TO 3/4" 0 > ROCK BEDDING a 0 0 z M TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER NO SCALE SAFETY REPONSIBILITY z > C� A( J C, C GENERAL TELEPHONE COMPANY 245 No. Mountain View Avenue Pomona, CA 91760 (213)357-2257 or (800)422-4133 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 East Third Street San Bernardino, CA 92408 (714)383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 Adams Street Riverside, CA 92504 (714)359-2585 or (800)422-4133 U.S.A. CITY OF FONTANA 8353 Sierra Avenue Fontana, CA 92335 (714)350-7610 SO. CALIF. GAS CO. -DISTRIBUTION FACILITIES 570 4th Street, P. 0. Box 6226 San Bernardino, CA 92408 (714)884-9411 or (800)422-4133 U.S.A. SO. CALIF. GAS COMPANY -TRANSMISSION DEPT. 2191 Birch Street Brea, CA 92621 (714)529-2889 or (800)422-4133 U.S.A. SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. Francis Avenue, P. 0. Box 513 Ontario, CA 91761 (714)947 -2996 -Underground Power (714)875 -5100 -Transmission (213)837 -1233 -Pipelines, or (800)422-4133 U.S.A. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS Contractor agrees that he shall assume sole and complete responsi- bility 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, indem- nify 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. COURTON & ASSOCIATES 1400 QUAIL STREET, SUITE 145 NEWPORT BEACH, CA 92680 (714) 752-5712 EXISTING UNDERGROUND STRUCTURES 4A I 0 INDFX MAP SCALE: V`= 100" The existence and location of any underground utiiities or struc- tures shown on these plans was obtained by a search ofbavailable records. To the best of our knowledge there are no existing utili- ties except as shown on these plans. The Contractor is required to take all precautionary measures to protect the existing utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to, these lines or structures. BASIS OF BEARINGS: cow N 00-01-27 W ALONG CENTERLINE OF TOKAY AVENUE PER TRACT NO. 12847, MB 183/3-5. BENCH MARK: NO.508 - IRON PIPE AT THE (i INTERSECTION MILLER AVENUE AND TOKAY AVENUE. ELEV. 1342.37 PRIVATE ENGINEER'S NOTE I 1. All work shall be done in accordance with these plans and the - City of Fontana Public Works Department standard specifications dated 1975. 2. Construction permits shall be obtained from the Fontana Public Works Department prior to the start of any work within the city limits. 3. Terminate all 4" house sewer laterals 3' inside the lot with a plug. Should a public utilities easement lie contiguous to the street R -O -W, the lateral shall extend across the easement and terminate 3' inside the lot as measured from the utility easement line. 4. Adequate stakes shall be set by the Engineer to enable the Contractor to construct the work to the plan grades. 5. All pipelines or substructures of any kind and all telephone or power poles, water meters, valves, hydrants, irrigation structures, etc. shown or not shown on this plan and located within areas 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. 6. "As -built" plans shall be provided to the City by the Contractor. 7. All sewer laterals shall be installed on a 2% minimum grade unless otherwise approved by the City Engineer. 8. Sewer Contractor shall chisel "X" in the curb at the location of the laterals. 9. Manhole frames and covers to be constructed by the Sewer Contractor 6" below finished surface grade and du,-I'nq paving, the paving contractor shall raise same to finished grade. 10. All stationing refers to centerline of street. 11. The sewer contractor shall be fully responsible for the location and protection of all existing underground utilities and structures whether or not shown on these plans. 12. No laterals shall be placed under driveway. 13. Engineer shall check out original sewer improvement plans and transfer "as -built" information prior to City acceptance of the sewer system. 14, PRIOR To CoNgrfIICTION Of WATr_R 56-W,!�_R AA010.? SrOfN DA:,)41N ZIN6S 7HC CON7eAC7Z7R SlIAZZ SXPOSE 7WE `_X1571_N6 W,4rZW, 5EW&--R AIY0101� S-rO,,?M DRAIN LINES CONNECTIONS W14t OCCOR AND Y_1R1,,c_Y Tll--'-If ,64,6 yA 7-lolv, AND I OCAT10111 APPMOVAZ 9 Y T -11-c 017-Y 01c- IDNT,4NA 0,,,::*,4 PROPOSED CONN,C7- y Doc F -7- a 161V 76 14 C17y rAaZI7 _S IVOT MPLY APPROVAI 0, 9E CO3qRk-Cr1V.cSS of T#6 ELEV*7_10/\1 AND16k Z6CA716AI 143 5WOWIV ON PZAIVS. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the City. (This note required on all plans.) THESE PLANS WERE PREPARED IN THE OFFICE OF: COURTON &-ASSOCIATES (714) 762-5712 NDER THE SUPER t!JJU,-5 f?0 DATE 'O(YNOVAN A.__SOUTHWORTH - R.C.E. 25927 DRAWN: REVISIONS. R"I ENG DATE' DESCRIPTION CITY D TE DESIGNED: NEER. APER. "A AS ZQ((_�T L�ATCPLN CHECKED-. AA SCALE: / ':, lev( 259V EML 12-31-93 A 16. tot I k4l _1313 0 ma TWO WORKING DAYS BEFORE YOU DIG 0 A L 0 � 11 1111 1 ��Nli; PUBLIC WORKS DEPARTMENT SEWER IMPROVEMENT PLANS TRACT NO. 14600 1 A P P R 0 V E D CITY ENGINEER DATE: �� 17 �91 R.C.E. No. 25126. SHEET NO. 1 0 F 4 SHEETS DWG. NO. ICI23