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HomeMy WebLinkAbout1640-1LEGEND VICINITY MAP NOT TO SCALE JINDEX _MAP NOT TO SCALE wv" em"" ONVE RECORD DRAWING The information on this drawing is Wallned fmm others end must be verified in the field by anyone prior to Use or ,►�'� construction. HALL & FOREMAN, INC. is not responsible for KRIS un14 erpund facility locations or dektlons. All Above round facilities can be readilyseen and verified by the osrl� h C 041341: intend t0 use same. . kh,O L _5 h., TNS'`tr�� REvisioNs .!�!E �l9�vt e�y.• T,��' foGG D�/� ,�,Ey�/O� ,�/,�"�',cS�/�t� �1.��1��' ,�3y= E/i/TEC Contt',ut rwrl .Lv�. i.A�1,41 �it/1� .�dS'/.,OYES 0� 5.4�1/�' 3sao 's' 2Asr G'tEs� Opt � VX L'dLrON� L'�I. t.131 �1/�� �'h" - s/Z1 ✓�S �1D�/i�/lsl/it/,41�Eit/1��, sl//�� /�S � ,� di'`�' <'�" N 0 1 � 1 xp. _ �3 t_5:11,Fx,r4 f5 L3a/.4r F �F CA1.1Fa VILLAGE OF HERITAGE SEWER PLANS FOR TRACTS 13085, 13085- 11 -81 130851-2 - EAST HERITAGE VILLAGE IN TH__H CITY OF FONT NA► COUNTY OF SAN E N R INO UndorgIll nd Service Meet ca Catt:TOR FAR • QOO 422•4133 Two wmnnno nen erose YOU me UTILITY NOTES: WATER: CUCAINORGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD CUCAMONGA, CA 91730 (714) 987-2591 SEWER: CITY OF FONTANA 5353 SIERRA AVENUE FONTANA, CA 92333 (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX -788 300 N. PEPPER STREET RIALTO, CA 92376 MR. DAVE JONES SELE67'FAO ' D XEDD/N'v CDr1lP.'ifA ♦ O 777 R01/6 I*k TYPICAL BEDDING FOR 8" VCP LESS THAN 10 DEEP N, T, S, l0 "ABX. COisIPACTED 7?� 90 0� ' ' '' + 4 a elf 7V 150# AWG'K ,BEDD/NlT TYPICAL. BEDDING ICOR S" VCP 101 OR DEEPE No II JI GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 MR. LOU WESTFALL TELEPHONE: PACIFIC TELEPHONR 9000 HELLMAN AVENUE PANCHO CUCAMONGA, CA 91370 GEENERAL, NOTES WORK _SHALL BE W" IN ACCORDANCE MITES THESE PLANS AiM THE CITY OF' ,rONTANA PUBLIC WORKS DEPARTMENT- __STANDARD__ SPECIFICATIONS DATED, , 2 COPSTRCTCT'IOl1 PL*R1IITS $HALL BE OBTAINED FROM TRE rORTAP►A PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK:..VITHIN THE CITY LIMITS. -3. TERMINATE ALL 4" MOUSE SEWER LATERALS 3' INSID* THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE STREET R -O -K, 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. S. `ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR 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 TAE COOMCTOR. 7. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2* PIINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. . SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 9. Ir YROLIr 9'R k ES AND COVERS TO IG! CONSTRUCTED BY THE !SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAMI,gO FINISHED GRADE. J 10. ALL STATIONING REFERS TO CENTERLINE OF*9 11. THE SEWER CONTRACTOlk SHALL St 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 PLACED UNDER DRIVEWAYS. 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 CONSTRUCTION OF THE WATER, SEWER AMD/OR STORM DRAIN LINES. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER ,AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY j THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF j A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL j OF THE CORRECTNESS OF THE ELEVATION AND AND/OR LOCATION AS SHOWN ON THE PLANS. BENCH MARIE FWE 1 USCGS "A" STATION "PACEL" 1969.901+ ELY. OF RAILROAD TRACKS 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 PIPE'S 02 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THR AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BK CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BR 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 C+OMPLETZ RESPONSIBILITY FOR JOE 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 FROIN ANY AND ALL LIABILITY , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTIOIf: THE ENGINEER PREPARII'fG THESE PLANS WILL NOT BE RESPONSIBLE FZ3R-OR-LLIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLAN. ALL CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. JJAl zp w.r',.* ilrt,w,Ggro,eaC.► -fwx 1 PK A DPE'L7 freOVV Z;�TAWIN6- 2 ,�s'�/GT'� t�l�l/E,C� C.4T. LOC•�11/Ort/.S� sf17' 2 -¢ "AT NO. REVISIONS �000R S , Dom PA, DATE CITY OF FCALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SEWER PLANS SCALE : Lit OC 20"WA90 10 is HORIZ.: 1"240' 3170 REDHILL AVENUE . COSTA MESA, CA 92626-3426 • (714) 641-8777 DESIGNED GENERAL NOTES, CONST. NOTES VERT.: 1"=4' CIVIL ENGINEERING LAND PI ANNING LAND SURVEYING X PREPARED UNDER THE SUPERVISION OF: CHECKED BY TRACTS 13085,13085-1 a 13085-'2 DATE: JCH C. JOB NO. DR. NOi SHT. NO. 3-7.8-6 � APPROVED Cc/ or/ts► d N C. MOGAN R.C.E. 26229 DATE &,C. CIVIL ENGINEER R.C.E. 25/26 (0"v � OF CONSTRUCTION NOTES 61 QUANTITIES: QUA N T I T I E S DESCRIPTION .. 13085 13M-1 MM -2 T IO CONST. 48" PRECAST CONCRETE MANHOLE PER STD DETAILS 109 a 112 _ 2. __ • EA O CONST. 911 V C. P. SEWER EXTRA STRENGTH. ..79-9 //zZ 4Y1 -A 4112 Zz__ 30 CO NST. 4" V. C. P HOUSE LATERAL- EXTRA STRENGTH WITH PLUG. IPER STP. 125 509 /s/O ( c �g6 327 UndorgIll nd Service Meet ca Catt:TOR FAR • QOO 422•4133 Two wmnnno nen erose YOU me UTILITY NOTES: WATER: CUCAINORGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD CUCAMONGA, CA 91730 (714) 987-2591 SEWER: CITY OF FONTANA 5353 SIERRA AVENUE FONTANA, CA 92333 (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX -788 300 N. PEPPER STREET RIALTO, CA 92376 MR. DAVE JONES SELE67'FAO ' D XEDD/N'v CDr1lP.'ifA ♦ O 777 R01/6 I*k TYPICAL BEDDING FOR 8" VCP LESS THAN 10 DEEP N, T, S, l0 "ABX. COisIPACTED 7?� 90 0� ' ' '' + 4 a elf 7V 150# AWG'K ,BEDD/NlT TYPICAL. BEDDING ICOR S" VCP 101 OR DEEPE No II JI GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 MR. LOU WESTFALL TELEPHONE: PACIFIC TELEPHONR 9000 HELLMAN AVENUE PANCHO CUCAMONGA, CA 91370 GEENERAL, NOTES WORK _SHALL BE W" IN ACCORDANCE MITES THESE PLANS AiM THE CITY OF' ,rONTANA PUBLIC WORKS DEPARTMENT- __STANDARD__ SPECIFICATIONS DATED, , 2 COPSTRCTCT'IOl1 PL*R1IITS $HALL BE OBTAINED FROM TRE rORTAP►A PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK:..VITHIN THE CITY LIMITS. -3. TERMINATE ALL 4" MOUSE SEWER LATERALS 3' INSID* THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE STREET R -O -K, 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. S. `ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR 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 TAE COOMCTOR. 7. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2* PIINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. . SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 9. Ir YROLIr 9'R k ES AND COVERS TO IG! CONSTRUCTED BY THE !SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAMI,gO FINISHED GRADE. J 10. ALL STATIONING REFERS TO CENTERLINE OF*9 11. THE SEWER CONTRACTOlk SHALL St 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 PLACED UNDER DRIVEWAYS. 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 CONSTRUCTION OF THE WATER, SEWER AMD/OR STORM DRAIN LINES. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER ,AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY j THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF j A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL j OF THE CORRECTNESS OF THE ELEVATION AND AND/OR LOCATION AS SHOWN ON THE PLANS. BENCH MARIE FWE 1 USCGS "A" STATION "PACEL" 1969.901+ ELY. OF RAILROAD TRACKS 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 PIPE'S 02 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THR AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BK CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BR 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 C+OMPLETZ RESPONSIBILITY FOR JOE 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 FROIN ANY AND ALL LIABILITY , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTIOIf: THE ENGINEER PREPARII'fG THESE PLANS WILL NOT BE RESPONSIBLE FZ3R-OR-LLIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLAN. ALL CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. JJAl zp w.r',.* ilrt,w,Ggro,eaC.► -fwx 1 PK A DPE'L7 freOVV Z;�TAWIN6- 2 ,�s'�/GT'� t�l�l/E,C� C.4T. LOC•�11/Ort/.S� sf17' 2 -¢ "AT NO. REVISIONS �000R S , Dom PA, DATE CITY OF FCALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SEWER PLANS SCALE : Lit OC 20"WA90 10 is HORIZ.: 1"240' 3170 REDHILL AVENUE . COSTA MESA, CA 92626-3426 • (714) 641-8777 DESIGNED GENERAL NOTES, CONST. NOTES VERT.: 1"=4' CIVIL ENGINEERING LAND PI ANNING LAND SURVEYING X PREPARED UNDER THE SUPERVISION OF: CHECKED BY TRACTS 13085,13085-1 a 13085-'2 DATE: JCH C. JOB NO. DR. NOi SHT. NO. 3-7.8-6 � APPROVED Cc/ or/ts► d N C. MOGAN R.C.E. 26229 DATE &,C. CIVIL ENGINEER R.C.E. 25/26 (0"v � OF