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Home My WebLink About1687-1CITY OF RANCHO w CUCAMONGA z w > Q SOUTHERN LEGEND HIGHLAND 15 PAWIC TRACT BOUNDARY SEE SHEET REMINGTON COURT TR. 13136-1 LAURAMORE COURT TR. 13136-1 LARKIN COURT TR. 13136-1 ti r y • CITY OF w FONTANA COUNTY OF SANIBERNARDINO VICINITY MAP N.T.S. its A "MIN Q RECORD DRAWING .:;. 'fie Ifftmatfon on tNs dfifMlfl��SO'b��il1l�il0M Q 's and must be verified in the f e by anyone prior to use f r construction. HALL & F(EMAN, INC. is not responsible o ifity locations underground facor depictions. All above ground facilities can be readily seen and verified by the Ram that intend to use Sam. TABLE 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2 - 1" - 3/4" 100 1/2 to 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B QUAIL COURT TR. 13136 QUAIL COURT TR. 13136 SANTA LUCIA STREET TR. 13136 UTILITY PURVEYORS: ELECTRIC GAS 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 10 MAX 6" MAX SIZE NATIVE SOIL COMPACTED 90% VILLAGE OF HERITAGE SEWER PLANS FOR TRACT 13136 8c TRACT 13136-1 EAST HERITAGE VILLAGE IN THE CITY OF FONTANA COUNTY OF SAN BERNAR INO CONSTRUCTION NOTES & QUANTITIES: DESCRIPTION CITY OF FONTANA QUANTITIES STD. DETAIL NO. O1 CONST. 8" EXTRA STRENGTH VCP SEWER 300 N. PEPPER AVE. TR.13136 TR.13136-1 TOTAL LF 2219 1490 3709 O2 CONST. 4" EXTRA STRENGTH VCP SEWER LATERAL 125 2039 1692 3731 LF O3 CONST. 48" PRECAST CONC. MANHOLE 1109,1128,1141 7 1 5 1 12 EA 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN 6" MIN 2" 10 MAX — 10 77MAX =_IIi► ��I►I-Iii— li=��– . -,�� _►�� II 1" MAX. SIZE I- SELECTED NATIVE SOIL 6" MAX SIZE BEDDING COMPACTED NATIVE SOIL TO 90% COMPACTED 90% 1/2 CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS If I= :, w CONSTRUCTION p TABLE 200-1.2(A) I I- O SHOWN ABOVE CJI I li IIIIi . �Q J TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO. 300 N. PEPPER AVE. 1981 LUGONIA AVE. RIALTO, CA. 92376 REDLANDS, CA 92374 UNDERGROUND: (909) 820-5598 (909) 335-7744 TRANSMISSIONS: (909) 875-5100 .; PIPELINES: (213) 657-1233 EMERGENCIES: (800 427-2200 ) DISTRIBUTION: (909) 357-6233 CABLE CO. WATER COMCAST CABLE CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. 10440 ASHFORD STREET ONTARIO, CA. 91761 RANCHO CUCAMONGA, CA. 91729 (909) 390-4738 (909) 483-7440 °o TELEPHONE SEWER PACIFIC BELL CITY OF FONTANA 3939 E. CORONADO STREET 8353 SIERRA AVE. ANAHEIM, CA. 92807 FONTANA, CA. 92335 (714) 666-5467 - (909) 350-6632 -. - _ _ ,. ,. ,. A. ATTN: CARLOS NAVARRO Jr N.T.S. Underground Service Alert FORE YO Call: TOLL FREE 1-800 � 227-2600 TWO WORKING DAYS BEFORE YOU DIG 6" MIN 2" 10 MAX jr 1" MAX. SIZE SELECTED NATIVE SOIL BEDDING COMPACTED TO 90% SELEC NA17l�E 1 /2 CRUSHED BEDD/NG rl/i�ACT£D STONE BEDDING " `' '' N TO :.; : ':� PER STD. SPECS.Ld l FOR PUBLIC WORKS .� . CONSTRUCTION I' + TABLE 200-1.2(A) I < I- �N o SHOWN ABOVE GQ J TYPICAL BEDDING FOR 8" VCP N.T.S. UTILITY NOTES: WATER: C OUNTY WATER DISTRICT GAS: SOUTHERN 9461 SAN BE AD Y BLVD. RIALTO, CA. 92376 ONTANA, CA 92335 CUCAMONGA, CA 91730 MR. LOU WESTFALL SEWER: CITY OF FONTANA TELEPHONE: TELEPHONE 8353 UE 9000 H NUE A, CA 92335 RANCHO CUCAMON , (714) 350-7640 6"IL1/N. /O "1//V. aF TYP AL BEDDING FOR jr VCP ksS THAN 10' EEP N.T.S. 6" �/N. O"AI/�1/. AS COMPANY PICAL BEDDING FOR 8" VCP 10' OR PER N.T.S. GENERAL NOTES L 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 POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOEN OR NOT SHOEN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRICTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE ONTRACTOR'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 4" HOUSE 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 ALL LATERALS. 9. MANHOLE FRAMES AND COVERS TOB E CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 10. ALL STATIONING REFERS TO CENTERLINE OF SEWER. 11. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. 12. NO LATERALS SHALL BE PUT UNDER DRIVEWAYS. M 13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. J-1, BENCH MARK FWE 1 �. USCGS STAION "PACEL" 1963.90'+ ELY. OF RAILROAD TRACTS AND 28'+ SLY. OF CL BASE LINE, 1.1 MI. ELY OF EAST AVENUE, SAME AS CITY B.M. #364 ELEVATION 1301.54' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 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 CrABILITIES, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. POW OUTHERN CALIFORNIA EDISON C P. 88 CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 300 N. PE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL o RIAL 376 CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF o AVE JONES THESE PLANS AND AS APPROVED BY THE CITY ENGINEER. CITY 0 FONTANA, C ~ 0 1 �' B PU LIC WORKS DEPARTMENT Q DRAWN BYSEWER PLANS SCALE: R. W. HORIZ.: 1 "=40' z 230 N. GOLDEN CIRCLE DR.#300 SANTA ANA, CA 92705-4010 714 664-0570 DESIGNED BY VENUE GOSTA MESA3170 RED! IIH= ' M.M. GENERAL NOTES, CONST. NOTES VERT.: 1 "=4' Nz CIVIL ENGINEERING LAND PLANNING • LAND SURVEYING s RECORD pM/c,. CHECKED BYTRACTS 13136 & 13136-1 DATE: 94 �i REVISE: BEDDING DETAILS, DIG ALERT PHONE PREPARED UNDER THE SUPERVISION OF. JCH / / r1_ 0� NUMBER, ALL UTILITY NOTES, GENERAL NOTES, HALL & FOREMAN ADDRESS 3l� 8I ��`�� JOB NO. DR. N0. SHT. N0. Io N0. REVISIONS ENGR S. Dq-T-E CITY Dq� i 3825.136 APPROVED R.C.E. - DATE: CITY ENGINEER R.C.E. 25126 $ ? i i APPROVAL APPROVAL A�DLD 6/�RCEt.O�I N .. F" { SELECTED 1%417W_ .; SO/L 1 "lL1AX. S/ZE COMIPWCTEO TO 90 • , 'S °o + rr o °� O O A.P. TO " .°0 - : °000 °o°oo ° °o 0 AS COMPANY PICAL BEDDING FOR 8" VCP 10' OR PER N.T.S. GENERAL NOTES L 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 POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOEN OR NOT SHOEN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRICTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE ONTRACTOR'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 4" HOUSE 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 ALL LATERALS. 9. MANHOLE FRAMES AND COVERS TOB E CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 10. ALL STATIONING REFERS TO CENTERLINE OF SEWER. 11. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. 12. NO LATERALS SHALL BE PUT UNDER DRIVEWAYS. M 13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. J-1, BENCH MARK FWE 1 �. USCGS STAION "PACEL" 1963.90'+ ELY. OF RAILROAD TRACTS AND 28'+ SLY. OF CL BASE LINE, 1.1 MI. ELY OF EAST AVENUE, SAME AS CITY B.M. #364 ELEVATION 1301.54' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 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 CrABILITIES, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. POW OUTHERN CALIFORNIA EDISON C P. 88 CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 300 N. PE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL o RIAL 376 CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF o AVE JONES THESE PLANS AND AS APPROVED BY THE CITY ENGINEER. CITY 0 FONTANA, C ~ 0 1 �' B PU LIC WORKS DEPARTMENT Q DRAWN BYSEWER PLANS SCALE: R. W. HORIZ.: 1 "=40' z 230 N. GOLDEN CIRCLE DR.#300 SANTA ANA, CA 92705-4010 714 664-0570 DESIGNED BY VENUE GOSTA MESA3170 RED! IIH= ' M.M. GENERAL NOTES, CONST. NOTES VERT.: 1 "=4' Nz CIVIL ENGINEERING LAND PLANNING • LAND SURVEYING s RECORD pM/c,. CHECKED BYTRACTS 13136 & 13136-1 DATE: 94 �i REVISE: BEDDING DETAILS, DIG ALERT PHONE PREPARED UNDER THE SUPERVISION OF. JCH / / r1_ 0� NUMBER, ALL UTILITY NOTES, GENERAL NOTES, HALL & FOREMAN ADDRESS 3l� 8I ��`�� JOB NO. DR. N0. SHT. N0. Io N0. REVISIONS ENGR S. Dq-T-E CITY Dq� i 3825.136 APPROVED R.C.E. - DATE: CITY ENGINEER R.C.E. 25126 $ ? i i APPROVAL APPROVAL A�DLD 6/�RCEt.O�I N ..