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Home My WebLink About3121-1I� CD L0 0 di CD CD L co CD Q, 3 U Cn w a rn cv cv ca i z 0 H a H U U w 0 o_ r VICINITYMAP N.T.S. THE BEARING OF N00°11'301 FOR THE CENTERLINE OF EAST AVENUE AS SHOWN ON PARCEL MAP NO. 11554, FILED IN BOOK 144, PAGES �F)—_�7 Wr.l ll�IVF OF PARCH MAPS. RECORDS OF SAN BERNARDINO YE_. J1 T T ,. .� T 1Vl lel � I� -T A -k � L. J 11VIPti.�.1�V TRACT 16222 CONSTRUCTION NOTES & QUANTITIES NO. I IT£M TOTAL UNIT 1 '' CONSTRUCT STANDARD ECCENTRIC MANHOLE PER 12 EA. 1 O C/TY OF FONTANA STANDARD D£TAIL 112 3/8" 20-60 q) CONSTRUCT STANDARD CLEANOUT PER 5 £A. ASTM C 131 TEST GRADING CITY OF FO.NTANA STD. DET. 128 CONSTRUCT 8' EXTRA STRENGTH 1417RIFIED CLAY PIPE PER CITY OF O FONTANA STANDARDS AND SPECIFICATIONS 2, 630 LF. SEE BEDDING DETAILS CONSTRUCT 4' EXTRA STRENGTH SEWER LATERAL AND HOUSE CLEANOUT � PER C/TY OF FONTANA STD. NO. 125 AND IN,ivA L SE]WFTF CZE4NOUT -)X 1254 2,600 LF. 1 ) I R, PFR ! !TY fiF F17A/TAN,,4 STlJ A \ I OR 1258 (IN LANDSCAPE AREAS% I I WATER LINE LOCATION THE WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED ON OUR UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR SHOULD VERIFY ALL WATER SYSTEM COMPONENTS PER PLANS BY CUCAMONGA i, OUIN I Y VVA I ER DIS I RIC T. CROSSING NOTE Al I RnDIKI(` / In(`Vlkl(` nD�DATInhIC CDC( ISI( nTInAIC nhlfl AAnT�C�inl C TILL L)VI\I1VV / Vr1l�(\IIVl7 \JI LI\iS 11lJ 1Y J, JI !_LII 1\. IVIVJ /11VIJ IVI/11 LI\Ir1LJ FOR THE INSTALLATION OF THE SEWER MAIN UNDER THE EXISTING REINFORCED CONCRETE BOX SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER OR ASSIGNEE PRIOR TO COMMENCEMENT OF ANY SEWER WORK. PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVEN TO DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PI ANS FOR APPROVAL BY THE CITY. L 6" MIN. 10" MAX. 6" MAX. SIZE NATIVE SOIL, COMPACTED 90% 1 " MAX. SIZE SELECTED NATIVE BEDDING, COMPACTED TO 90% TYPICAL. BEDDING 8" VCP 10' OR DEEPER BENCHMARK: FWE 1 USCGS "A " STATION "PACEL" 1963.90'± E'LY OF RAIL— ROAD TRACKS AND 28'± S'LY OF CL BASELINE. 1.1 MI. E'LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364. ELEV. 1301.54 T AdI C. �)r-tn 4 e)f A\ I I H>�LC. LUV— 1 .LkHJ, SIEVE SIZE PECENTAGE PASSING SIEVES 1-1/2" — 1 '' — 3/4" 100 1/2" 90-100 3/8" 20-60 III V. 4 NO. 8 0-5 ASTM C 131 TEST GRADING B TR 14765 INDEX MAP SCALE : 1 "=100' 3" MAX. SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 10" MAX: 6" MAX. SIZE NATIVE SOIL, COMPACTED 90% 12" OR 8" VCP 6" MIN. 10" MAX- 1-7 AX, r n 1 " MAX. SIZE SELECTED NATIVE BEDDING, COMPACTED TO 90% UJ CSI a O N O TYPICALBEDDING 8" VCP LESS... THAN 10" DEEP CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (909)350-7610 SO.CALIF. GAS COMPANY—DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CALIFORNIA 92335 TELEPHONE (889-9711 OR (800)422-4133 SO.CALIF. GAS COMPANY — TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (909)529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CALIFORNIA 92336 (gng).357-62.31 (-50. OF MERRILI ) �909�357-6223 �NO. OF MERRILL) (800)422-4133 VERIZON rl C I A A /\ I I e 1 T A l A I \/ I r% A/ A\ TNI 1 1 1 r L4U N. IViI)ViV IHIIV VIt44 HV�NUr POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (909)383-1665 PACIFIC; TELEPHONE roc TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 CUCAMONGA COUNTY WATER DISTRICT T 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 TELEPHONE (909) 987-2591 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CTFNF2„1,4T ('C�I�TTRT( 'T`Tf�N 1\TtTF 1. All sewer lines shall be constructed in accordance with the Cucamonga County Water District's Standard Specifications and the latest edition of the Standard Specifications for Public Works Construction. 2. The Contractor is responsible for securing from the Cucamonga County Water District copies of the latest Standard Specifications prior to start of construction. 3. Any Contractor performing work on this project shall familiarize themselves with the site and shall be held solely responsible for any damage to existing facilities resulting directly, or indirectly, from their operations, whether or not said facilities are shown on these plans. 4. All sewer lines shall be Vitrified Clay Pipe (V.C.P.), unless otherwise specified on the plans, and shall conform to the specifications of the Cucamonga County Water District. The minimum slopes for all sewer main lines shall conform to Section 11-14, Technical Provisions, of the Standards and Specifications of the Cucamonga County Water District. 5. All sewer laterals shall be V.C.P., unless otherwise specified on the plans, and shall conform to the specifications of the Cucamonga County Water District. All houses laterals shall be 4 inches in diameter, while lateral sizing for other facilities (commercial, industrial, apartments, etc.) shall be as noted on the plans. All lateral connections to the main line shall be through a wye connection, unless otherwise specified on the plans. 6. The Contractor shall be required to obtain the necessary permits from the appropriate local agencies prior to any construction within any street, right—of—way, or easement. 7. The Developer shall have their Engineer verify the elevations of all existing manhole inverts at points of connection prior to any construction of facilities. Any necessary changes of manhole depth or designed slope of the sewer line prior to or during construction shall be reported to the Cucamonga County Water District for review and approval prior to continuance of construction. 8. The minimum separation between water lines and sanitary sewer lines shall conform to the State of California Environmental Health Code, Title 22, Section 64630—C. 9. The Contractor shall have a Class C34 license. 10. The Contractor shall be responsible for providing and installing manhole channel guards in all sewer systems as directed by the District Engineer. � � _. ._ � J J' .- d J I 1_ _. _ 1 , t' 1 1 1 I_ _ I I _ _ — 1'. . _ 1 _ ._' _. i _ � I _ .- _ _I I. Sana 'eUlu"ing aria sand bacrcllll In me pipe zone is required unless native materials are considered suitable as such by the District Engineer. 12. Trench restoration and pavement repair shall be in accordance with the standards and specifications of the appropriate local agency. 13. The Developer shall have their Engineer verify the elevations of the manholes in any paved sections to allow any necessary adjustments to the manhole frames prior to placement of final pavement. 1 Q r,,., + r valves I all laterals I Section Z I I F Sewer Ord 71) — F` f +L. 1 1 Backwater valves are required on all sewer ruler urs per .�ectioI I 13. r r of Sewer Or diI ci ce Jz_ \1 01 �I e Cucamonga County Water District. Installation of backwater valves shall conform to Section 16-01 of the Standard Specifications of the Cucamonga County Water District. 15. Grease interceptors are required for the proper maintenance of liquid waste containing grease, sand, solids, acid or alkaline substances, or other ingredients, which may be harmful to the public sewer system. Sizing of grease interceptors shall conform to Section 3 of Wastewater Ordinance 28—C of the Cucamonga County Water District. Installation of grease interceptors shall conform to Section 16-02, Technical Provisions, of the Standard Specifications of the Cucamonga County Water District. 16. The Contractor shall return a legible and clean set of "As Built" drawings to the Cucamonga County Water District prior to final acceptance of any system. 17 Thn (\nn+rnr,+nr - hall he recnoncihlc +n nn+if%/ IInrJc�rr,rnlIncl `S ,vice Mer+ \I—R(1(1-7`77—` --- n+ IArrc+ +rein I . ILL VLl \.I�l J11— -- JI.IVI 1 — — —�Ily �./ I I— working VIAL .,J l.il VIVA Ale rt ti\i VV LL/ LVVVJ U4 >/UJl IYYV working days (48 hours) prior to start of construction. 18. For sewer system inspection on this project, the Contractor shall contact the Cucamonga County Water District at (909) 483-7440, two working days prior to the required inspection date. 19. Approval of these plans by the Cucamonga County Water District does not constitute a representation of the accuracy or existence of any existing underground facilities, whether or not said facilities are shown on these plans. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE IITiI ITIEC nR CTRL rTUREC CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. w QRpFESS/pyq Prepared Under The Supervision 0f J. p,t. �F PHB & ASSOCIATES,INC. VILLAGE OF HERITAGE 1620 SOUTH GRAND AVENUE �GLENDORA, CALIFORNIA 91740 DRAWN BY: SCALE: "= '� N0. C42723 �� n(626) 914-6256 FAX (626) 914-5756 EW TR CT 16222 i 40' EXP, 3-31-04 DESIGNED 8Y: DATE: * J SEWER I FpR MENT PLANS JAN, 2002 / �qp C1 1 �� Date : 4 / �21 Z CHECKED BY: AP OVED BY:�LL DRAWING NO.: FOF CA4 Rab J. 0kerman, R.C.E. 4 72 RCS so t3 2 0 2— Exp. 3-31-04 ITY ENGINEER R.C.E. 51152 DATE: 5 REVISION DESCRIP11ON it I MM t1IIIIIIIIIIIIIII ";"I- FROM 1042 01, CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (909)350-7610 SO.CALIF. GAS COMPANY—DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CALIFORNIA 92335 TELEPHONE (889-9711 OR (800)422-4133 SO.CALIF. GAS COMPANY — TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (909)529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CALIFORNIA 92336 (gng).357-62.31 (-50. OF MERRILI ) �909�357-6223 �NO. OF MERRILL) (800)422-4133 VERIZON rl C I A A /\ I I e 1 T A l A I \/ I r% A/ A\ TNI 1 1 1 r L4U N. IViI)ViV IHIIV VIt44 HV�NUr POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (909)383-1665 PACIFIC; TELEPHONE roc TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 CUCAMONGA COUNTY WATER DISTRICT T 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 TELEPHONE (909) 987-2591 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CTFNF2„1,4T ('C�I�TTRT( 'T`Tf�N 1\TtTF 1. All sewer lines shall be constructed in accordance with the Cucamonga County Water District's Standard Specifications and the latest edition of the Standard Specifications for Public Works Construction. 2. The Contractor is responsible for securing from the Cucamonga County Water District copies of the latest Standard Specifications prior to start of construction. 3. Any Contractor performing work on this project shall familiarize themselves with the site and shall be held solely responsible for any damage to existing facilities resulting directly, or indirectly, from their operations, whether or not said facilities are shown on these plans. 4. All sewer lines shall be Vitrified Clay Pipe (V.C.P.), unless otherwise specified on the plans, and shall conform to the specifications of the Cucamonga County Water District. The minimum slopes for all sewer main lines shall conform to Section 11-14, Technical Provisions, of the Standards and Specifications of the Cucamonga County Water District. 5. All sewer laterals shall be V.C.P., unless otherwise specified on the plans, and shall conform to the specifications of the Cucamonga County Water District. All houses laterals shall be 4 inches in diameter, while lateral sizing for other facilities (commercial, industrial, apartments, etc.) shall be as noted on the plans. All lateral connections to the main line shall be through a wye connection, unless otherwise specified on the plans. 6. The Contractor shall be required to obtain the necessary permits from the appropriate local agencies prior to any construction within any street, right—of—way, or easement. 7. The Developer shall have their Engineer verify the elevations of all existing manhole inverts at points of connection prior to any construction of facilities. Any necessary changes of manhole depth or designed slope of the sewer line prior to or during construction shall be reported to the Cucamonga County Water District for review and approval prior to continuance of construction. 8. The minimum separation between water lines and sanitary sewer lines shall conform to the State of California Environmental Health Code, Title 22, Section 64630—C. 9. The Contractor shall have a Class C34 license. 10. The Contractor shall be responsible for providing and installing manhole channel guards in all sewer systems as directed by the District Engineer. � � _. ._ � J J' .- d J I 1_ _. _ 1 , t' 1 1 1 I_ _ I I _ _ — 1'. . _ 1 _ ._' _. i _ � I _ .- _ _I I. Sana 'eUlu"ing aria sand bacrcllll In me pipe zone is required unless native materials are considered suitable as such by the District Engineer. 12. Trench restoration and pavement repair shall be in accordance with the standards and specifications of the appropriate local agency. 13. The Developer shall have their Engineer verify the elevations of the manholes in any paved sections to allow any necessary adjustments to the manhole frames prior to placement of final pavement. 1 Q r,,., + r valves I all laterals I Section Z I I F Sewer Ord 71) — F` f +L. 1 1 Backwater valves are required on all sewer ruler urs per .�ectioI I 13. r r of Sewer Or diI ci ce Jz_ \1 01 �I e Cucamonga County Water District. Installation of backwater valves shall conform to Section 16-01 of the Standard Specifications of the Cucamonga County Water District. 15. Grease interceptors are required for the proper maintenance of liquid waste containing grease, sand, solids, acid or alkaline substances, or other ingredients, which may be harmful to the public sewer system. Sizing of grease interceptors shall conform to Section 3 of Wastewater Ordinance 28—C of the Cucamonga County Water District. Installation of grease interceptors shall conform to Section 16-02, Technical Provisions, of the Standard Specifications of the Cucamonga County Water District. 16. The Contractor shall return a legible and clean set of "As Built" drawings to the Cucamonga County Water District prior to final acceptance of any system. 17 Thn (\nn+rnr,+nr - hall he recnoncihlc +n nn+if%/ IInrJc�rr,rnlIncl `S ,vice Mer+ \I—R(1(1-7`77—` --- n+ IArrc+ +rein I . ILL VLl \.I�l J11— -- JI.IVI 1 — — —�Ily �./ I I— working VIAL .,J l.il VIVA Ale rt ti\i VV LL/ LVVVJ U4 >/UJl IYYV working days (48 hours) prior to start of construction. 18. For sewer system inspection on this project, the Contractor shall contact the Cucamonga County Water District at (909) 483-7440, two working days prior to the required inspection date. 19. Approval of these plans by the Cucamonga County Water District does not constitute a representation of the accuracy or existence of any existing underground facilities, whether or not said facilities are shown on these plans. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE IITiI ITIEC nR CTRL rTUREC CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. w QRpFESS/pyq Prepared Under The Supervision 0f J. p,t. �F PHB & ASSOCIATES,INC. VILLAGE OF HERITAGE 1620 SOUTH GRAND AVENUE �GLENDORA, CALIFORNIA 91740 DRAWN BY: SCALE: "= '� N0. C42723 �� n(626) 914-6256 FAX (626) 914-5756 EW TR CT 16222 i 40' EXP, 3-31-04 DESIGNED 8Y: DATE: * J SEWER I FpR MENT PLANS JAN, 2002 / �qp C1 1 �� Date : 4 / �21 Z CHECKED BY: AP OVED BY:�LL DRAWING NO.: FOF CA4 Rab J. 0kerman, R.C.E. 4 72 RCS so t3 2 0 2— Exp. 3-31-04 ITY ENGINEER R.C.E. 51152 DATE: 5