The URL can be used to link to this page

Home My WebLink About2399-1,riNE,�i l �IGiAalQN IMItiRwut�tir+� Co. jYAritAVLiE CO VICINITY MAP NO SCALL PRIVATE E1,6INEIM3 NOTE THE PRIVATE EW NEER 51GUI NG THESE PLAWS is RfSPW51 BLE FOR ASSURI UG THE ACCURACY AD ACCEPTAAILITY OF THE WORK HME"ON. IN THE EVENT OF P15CREPANCIE5 ARISING DURING MISTRUCTION, THE PRIVATE ENGINEER %&l $E tESPONSI$LE FOR XTMAINING AN AXWTA, Z 9OWT" AND MVISI" TSE RAN$ I0- AI'l'RWV-4L 6Y THE CITY. J URU�:)A r/ �j \j r -J, 1\1Jr TRACT ll N1 N0. 13893 u . rr�I Jr. INDEX MAP NNW IpAw 90 25' 25' 200 ♦•'�� 10 to 1 10' t0' 1 . ( LEVEL UNE t" 0.01' OLore SLOM L_ SIDEWALK 1 AG. PAV€WE 1tiW.K OG u T 2 G* Gimp GUTTERI W c jmv GUTTER TC = -tf 0•.0'1' I2" CAM!'lkt`TEp OTC 4. + O.O'1' FL _ 4-0.+S' NATIVE COIL_ T� 5'9 FL_ t-0-49" JuNI rEg AVENUE, TYPICAL STREET SECTION (6"CF) ,e* 2.3' 71111 1 , � OCG>CitENt�4l�11�,,�G 6'G?/�B csi(/1l�'L' -o 47 T1.2 5. 0.47' FM51A► LANE, GHANrRlf ST`REEr, PEPj'ER 9TI2ECT (5RZ_NW0W SrME.r SEWELL sTair-er , JUNIPEK AVENUE, � wINpC.KE�iT t�rtly� TYPICAL STREET SECTION (6"CF). r r%Is,.'r__jj\/15__jN r STORM DRAIN CONSTRUCTION NOTES Q UAN. UNITS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING Tib COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORNAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. IMDENNIFY, AND. HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ASID 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 THf.,, ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE AAE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMSE TO, THESE LINES OR STRUCTURES. Riw I A. E NPROV E w[ N T S I Raw 'TR'••�" -��,1� *.owl 040'....;;• �' • `••DAO' • • AC PAVE NU NT O TC IL 4 G11M 0 � T[!1 12" COMPACTED 3 ••CC�Tlb OUT TER � 0.20 FL s E 0.41 NATIVE "L 1. 1. L TYPICAL STREET SECTION WCF) N T 3 BRITTANY WAY CONSTRUCTION NOTES AND QUANTITY ESTIMATES I 1110. ITEM GU%NTITY UN -1 21 INSTALL 24 R.C.P. D- 2000 56 LF 114STALL ' R.C.M. D- 5000 256 LF @ INSTALL 36" R.C.P. D- ZWO 201-- LF 24 CONSTRUCT M.H. NO. I PER L.A.C. F. C.D. 3 946 s - L.P. O3 STOQ DWG. 2-D 102 R EA. CONSTRUCT CONW ECT IOJ TO EXIST CATCH 1,033 L.P. 25 CASIN' FEIt kr..W.A. ATO. PLAN 335 -O 1 EA. CONSTRUCT J.S. NO. 2 PER LA.G. F.C.D. 193 BREA, CA 92621 STD. IDWO6 2- DI 12 I EA. OCONSTRUCT CONSTRUCT VERTICAL ISN C M P WITH OMPI INLET PER CALTRANS STD, D -T5 12.5 L. F �J CONSTV.uC? CONCIZE'TP. COLI L PER 2 696 V ArWA 5TH. MAW 3;W-1 S.F. 29 IW9rALL. 48" Kcr 0 -toxo 51 LF - THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING Tib COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORNAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. IMDENNIFY, AND. HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ASID 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 THf.,, ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE AAE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMSE TO, THESE LINES OR STRUCTURES. Riw I A. E NPROV E w[ N T S I Raw 'TR'••�" -��,1� *.owl 040'....;;• �' • `••DAO' • • AC PAVE NU NT O TC IL 4 G11M 0 � T[!1 12" COMPACTED 3 ••CC�Tlb OUT TER � 0.20 FL s E 0.41 NATIVE "L 1. 1. L TYPICAL STREET SECTION WCF) N T 3 BRITTANY WAY CONSTRUCTION NOTES AND QUANTITY ESTIMATES I 1110. ITEM GU%NTITY UN -1 lOCONSTRl1(:T __4'M*I- A . C . 0VER _ 14'_ rOMPACTIRD 95% 99,4� FONTANA, CA 92335 NAT I V! SOIL. ( SEE NOTE' NO.G) usE a• AC. r -Oe EsTmATiw: POWER: S . F . 2O CONSTRUCT CONCRETE CURB AND GUTTER (S"C . F • FONTANA, CA 92336 PER CITY OF FONTANA STANDARD DETAIL 101) . 3 946 s - L.P. O3 CONSTRUCT CONCRETE CURS AND LAIT'iER (6"C.P. 16231 VALLEY BOULEVARD FONTANA, CA 92335 PER CITY OF FONTANA STANDARD DETAIL 101). 1,033 L.P. OCONSTRUCT CONCRETE CURB AND GUTTER Is"C.P. J TRANSITION TO G"C.F. PER CITY OF FONTANA 193 BREA, CA 92621 STD. DET. 101). L.P._ OCONSTRUCT STANDARD CROSS GUTTER AND SPAMMLL PER CITY OF FONTANA STANDARD DETAIL 104. 1,925 S.P. �J CONSTRUCT 4" THICK CONCRETE SIDEWALR WIDTH 2 696 V AND LOCATION PER PLAN. S.F. OCONSTRUCT agave^ Sivem"K DRAIN, CITY sT . 124• NopfmD 3 Elk werN A 3'r*" LURE FACS orEN(K&- ' O 9O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104 A. 1¢ EA. 10 R8MV8 EX I ST I NG CURS i GUTTER . i SIMMALX 74 L.F. LIGHT- 5800 LUMEN NIGH PKLSSUKE 50011.1111 LAMP, 10STREET , COBRA HEADS W CV OFF LENSE LIGHT FIXTURE • 13 EA. TO. BE INSTALLED 5Y S.C.E. 12 O CONSTRUCT CR093- GUTTER FSR 5Tr_EP INTEIZ`3ECTNON9 1 pis L.A .C. O. I! W. STAIJ17AMP rLAN No. 1110-1 13 SAN , CUT AND REMOVE EXISTING A.0 PAVEMENT AS 7 L-1 N£EUED FOR COMSTRUCTION OF X- GUTTEK. 14 CONSTRUCT COMMERICAL DRIVEWAY PER CITY OF FONTANA STD. DET. 102 W% IG' (TO BE FIELD LOCATED) 66 EA. COWSTRUCT C.B. N0.3 PQ L -A -C. FC.D. STP. V"Z - U IGS . 15 +� E.A.D. U" L kL MYTE 51oy STIpNC • t -P ba 0 4- RUTZ : -rKARb L flUR IJUEs BUT GMARUE TYPICAL STREET SECTION REMAINS PER STANDARD SHOWN ABOVE (F.L-w f70.41) GRADE BRAKE OCCURS ON CURB PROFILE ONLY. 9 xSTREET GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK MATHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STREET STRUCTURAL SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVELOPER IS, IN GENERAL, REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE PROPERTY LINES, PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APPROVAL BY THE CITY ENGINEER. 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN BY THE DEVELOPERkS GEOTECHNICAL ENGINEER AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONSTRUCTION START MORE THAN THREE M.0NTHS AFTER THE PLANS ARE APPROVED, AND IF FIELD PAVEMENT CONDITIONS CHANGE; THEN THE DEVELOPER WOULD-BE REQUIRED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. S. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPES 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 CONTRACTORkS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6o BELOW FINISHED GRADE BY SEWER CONTRACTOR ANO SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 68 BEL_OW FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 14. REFER TO CITY OF FONTANA. UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. 15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION MATH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO. GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE. LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL. SYSTEMS. ETC. 16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FON TAN A, 17. TYPE. LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OW NERAS REPRESENTATIVE. 19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVE T s, RKi1'JGS i/t►N I R 14G AS REQUIRED BY THE CITY ENGINE:' ' 26. CONTRACTOR SHALL NOT OPER.A'I tINE .W,&Tt*''VALVE. 27. IF EXISTING UTILITIES OR ANYs_FACiLI•TW-9- CON FLICT WITH THE PROPOSED IMPROVEMENTS, WORK 'S ALr STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENT AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. AS. LT Dat.: UTILITY NOTIFICATIONS: WATER: SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE EL MONTE, CA 91734 ' 4 X23 s19� O'1V1�- ��► rry (818) 448-6183 SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6231 (SO. OF MERRILL) (909) 357-6223 (NO. OF MERRILL) GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BOULEVARD FONTANA, CA 92335 ATTN: LOU WESTFALL (909) 889-9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA 92621 (714) 529-2889 m