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Home My WebLink About5814-1GENERAL NOTES 1. ALL WORK SHALL BE /N ACCORDANCE W11H THESE PLANS, THE CITY OF FONTANA STANDARD PLANS THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS C0NS7RUC170N ('GREEN BOCK-) ALL REFERENCE SPECIFCATONS AND STANDARDS SHALL BE THE LATEST ED177ON UNLESS 07HERINSf NO7ED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE 70 PRECEDENCE PROVISIONS /N THE 'GREEN BOO(; THE CONTRACTOR SHALL IMMEDIATELY REPORT SAND CONFLICT THE CITY ENGINEER FOR RESOLUTION. J. ALL MA7ER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PRI SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DE70URS 5. CONSTRUC7ON PERMITS SHALL BE 087A/NED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR 70 THE START OF ANY WORK. INSPEC7701V COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC R16HT-OF-WAY WITHIN THE CITY LIM17S CALL (909) 350-7610. 6. THE CONTRACTOR SHALL CONFORM 70 ALL 7RAFF/C CONTROL POLICIES METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF 7RAFTIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER 7RAFTIC CONTROL DEVICES AT ALL TIMES 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVA77ON OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET /N DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DWSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN RW (5) FEET SHALL ALSO BE GUARDED WHEN THE P07ENTAL EXISTS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCA770NS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 DETERMINE, IN THE FIELD, THE TRUE LOCATION AND THE ELEVATION OF ANY EXISTING UTILITIES AND 70 EXERCISE PROPER PRECAU7701V TO AVOID DAMAGE THERETO THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES /NCLUGNC BUT NOT LIMITED 70, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING. LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL U17UTY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE PRIOR 70 WORK AROUND THEIR FACILITIES 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHOR/ZA7I0N. CONTRACTOR SHALL COORDINATE W17H THE APPROPRIATE WATER COMPANY FOR VALID OPERATION AND WATER REQUIREMENTS 14. STATIONING REFERS TO THE CENTERUNE OF STORM DRAIN EXCEPT WHERE OTHERWISE N07ED. 15. ADEQUATE CONSTRUCTION C0N7ROL STAKES SHALL BE SET BY THE ENGINEER 70 ENABLE THE CONTRACTOR 70 CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION Or BENCHMARKS AND COIV57RUC7701V CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS MONUMENT TIES AND BENCHMARKS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PR/OR TO CONSTRUCTION SO THAT LIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEOUATE WAIER/NC AT ALL TIMES 20. THE COVIRAC70R SHALL NOT CAUSE ANY £XCAII IEO MA7ER/AL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRIT7EN APPROVAL. 21. NO TRENCH BACKRLL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GE07ECHNICAL ENGINEER SHALL CERTIFY ALL BACKRLL COMPAC770N FAILURE 70 OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UN77L THE SPECIFIED DENSITY /S OBTAINED. 23 CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPEC77ON OF THE SITE THE CITY ENGINEER MAY REQUIRE 7EMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXIS77NG CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PR/OR APPROVAL OF THE CITY ENGINEER. 26. PR/OR TO CONSIRUC770M, THE CONTRACTOR SHALL EXPOSE EXISTING FAGUT7ES AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS CITY APPROVAL OF CONNEC7ONS 70 EXISTING FACILITIES DOES NOT IMPLY CORREC77VESS OF ELEVATIONS OR LOCA77ONS SHOWN OV THE PLANS 27. IF EXISTING UTILITIES OR ANY 0774ER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING S7EEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, 7ES7ED AND APPROVED PRIOR TO PAVING OF S7REE7S 30. APPROVED SOIL S7ERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PR/OR TO PLACEMENT 31. ALL MANHOLE% OLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO RNISHED GRADE BY THE PAWNG CONTRACTOR UPON COMPLETION OF PA WING, 32. UPON COMPLETION OF CONS7R0001V CONTRACTOR SHALL RESTORE ALL SIGNING, SIR/PING, BARRICADES, AND OTHER IRAFTTC CONTROL DEVICES TO THE SA77WAC77ON OF THE CITY IRAFF/C ENGINEER 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. v � Talmo D jaT DIAL 1WOM WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I REV. I REVISION DESCRIP77ON PRIME ENGINEER'S NOTICE TO THE CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS THESE LOCA7701VS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE /N ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR /S REQUIRED 70 TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN O1 THESE PLANS CONSTRUCTION CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED 70 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17F COND/TIONS DURING THE COURSE OF CONSTRUCTION OF THE PROI INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIM17ED 70 NORMAL WORKING HOURS CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLECIM IN CONNECRON WITH PERFORMANCE OF WORK DN THIS PROJECT EXCEPTING LIABILITY AR/SING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. DEMOPER/OWNER LENNAR HOMES 980 MOI7EC/TO DRIVE, SU17E 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 K&A ENGINEERING, INC 357 N. SHERIDAN STREET, SU17E 117 CORONA, CA 92860 PHONE. (951) 279-1800 C77Y OF FONTANA. UFNM N071qG4770N LIST CITY OF FONTANA (SEWER) 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIF. GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (909) 335-7967 EMERGENCIES- (800) 427-2200 SO. CALIF. EDISOI COMPANY 300 N. PEPPER AVENUE RIALTO, CA 92376 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSION (213) 637--1233 - PIPELINES (909) 357-6505 - DISTRIBUTION WEST VALLEY WATER DISTRICT ATIN: ENGINEERING DEPARTMENT 855 W. BASELINE ROAD RNAL 70, CA 92376 (909) 875-1804 AT&T 22311 BROOKHURST STREET, STE. 203 HUN77NGTON BEACH, CA 92646 (714) 963-7964 SPRINT 2592 DUPONT DRIVE IRVINE, CA 92612 (800) 659-9698 77ME WARNER CABLE 1500 AUTO CENTER DR/V£ ONTARIO, CA 91761 (909) 975-3439 SUNESYS LLC 1325 PICO STREET 1106 CORONA, CA 92861 (951) 278-0400 UNDERGROUND SERVICE ALERT (800) 422-4133 ENGR. I DA7E I CITY I DA7E CITY OF FONTANA SUMMIT AT ROSENA TRACT NO. 202 14-4 ON -SITE STORM DRAIN IMPROVEMENT PLAN CONSTRUCTION STAKING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF K&A ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROI HOWEIER, IF ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSIRUC7/ON STAKING NOTICE IS HEREBY GIVEN THAT THE R7RM OF K&A ENGINEERING INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, WN/CH COULD HAVE BEEN AVOIDED, CORRECTED OR M/TIGA7ED /F K&A ENGINEERING INC. PERFORMED THE STAKING WORK. UNAUTHORQED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAU7HOR/ZE0 CHANCES 70 OR USE OF THESE PLANS ALL CHANGES 70 THE PLANS MUST BE /N WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS ;II I III 1, I 'I II APN 239-1 1 1-20 � II I I SCF U�LI Pl L1 ' fI -4-1. ^ 21 II 3 4 9 10 15 qC6 2311 1422 0 24 5B LAT C6-4LLOT A - 11 13 LA9 F - LAT C6 125 1 _6 7_ LINE C6 LINE C6 II ` - 27 26 III PETRUS LANE LA T C5-11 29 I 0 II 102 97 I 96 LA T C6-3 85 28 3D LA 06-2 J L 91 90 J 1 [or e' II II 101 98 95 92 89 86 I e 33 31 jlLINE C 3 I lI 100 99 94 93 88 87 li o LINE C5 32 e II I li W LOT'D' LOT 1" I LA C5-10 35 III 2 II 11 69 70 75 76 77 80 81 81 2 II III I 34 J 36 II I 68 71 74 - - 83 u LAT C5-6 )�\ \ II 78 79 1 Z 37 `z�� 2 III LA C5-2 LAT C5 .3 -LA C5-8 39 ,III 67 72 73 LINE C5 84� j I III - LINE C5 ° - L - - - - L - LAT C5-9 38 III I 5TAC'5 LEAP LANE C 41 66 61 60 i 55 54 49 I 40 LAT C5-1 LAT C5-4 LAT C5-5 LAT C5-7 481 L _ :42] III 65 62 1 59 56 1 53 50 47 1 r 43 II �II 64 63 u LOT'C I 11 I - 1 58 1 57 1 1 1 51 1 51 LOT 'F' (PROPOSED PARK) M��T - - _ --- - - - --- - - - - VENETO DRIVE ---- - - -- _ - rR 20-P14-5 PA19 N.A.P. T�71 PREPARED FOR.• SHOULD CONS7RUC7M OF REQUIRB7 AWROVE44ENT5 NOT COMMENCE VNTHBN TWO YEARS OF THE DATE OF LENNAR HOMES APPROVAL SHOWNHEREONAND g80 MON7EClTO DRIVE, SUITE 302 CARRIED FORTH IN A DRICBVT MANNER, 7HE CITY BNCBNEER MAY REQUBRE CORONA, CA 92879 REVISIONS TO 774E PLANS TO BRINC (951) 817-3545 THEM BNTO CONFORMANCE KM FAX (951) 817-3650 STANDARDS AV BHCT. INDEX MAP SCALE 1 "-80' A 8 9 d 8 8 BASIS OF BEAR/N(a ENGNEERING 357 N. SHERIDAN STREET SUITE 117 7HE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE [AND PLAALNLLNLi, CORONA, CALIFORNIA 92880 114 OF SEC77ON 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, 7EL. (951) 279-1800 PER PARCEL MAP NO.. 19434, P.M.B. 242197-98. ij SURVEYING FAX (951) 279-4380 BEING: N003J'32"W Engineering, Inc. BENNCFIMAWQK: CALTRANS BENCHMARK 18-17 OS�O8�2OL9 BRASS DISK LOCATED /N S.C.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 MILES WEST OF SAN SEVA/NE ROAD. AMIR H. FALLAHI , RCE 55534 DATE ELEVA7ON=1428.609 PROJECT a% SITE O��PR�O SUMMIT A VENUE Q �u FOOTHILL j Q o; BASELINE ROAD CASA GRANDE VICINITY AW NOT TO SCALE LEGEND CENTERLINE - - RIGHT=OF- WAY WATER w s SEWER - EX/STING STORM DRAIN - - - - - - PROPOSED STORM DRAIN O SEWER MANHOLE O- FIRE HYDRANT PROPOSED CATCH BASIN THE WAN7177ES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTOR SHALL PREPARE THEIR OWN OUAN7777ES AND BID A COMPLETE JOB. CONSTRUCTION NOTES & QUANTITY ESTIMATE NO. DESCRIP77O1 UNIT QUANTITY INSTALL 24' RCP (D-LOAD PER PROFILE) LF 740 INSTALL 18' RCP (D-LOAD PER PROFILE) LF 1065 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD PLAN NO. 3004 EA 2 CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013 EA 6 CONSTRUCT NNC7/OV STRUCTURE PER CITY OF FONTANA STD PLAN NO 30f0 EA 6 CON57RUCT 7RANS17ION STRUCTURE PER CITY OF FONTANA STD PLAN NO. 3026 EA 1 INSTALL F01?7ERRA 24X24- PRECAST CATCH BASIN (OR APPROVED EQUAL) PER DETAIL ON EA 16 SHEET 5 8� REMOVE BULKHEAD & JOIN EXISTING RCP £A 2 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA S7D PLAN NO. 3022 EA 8 NOTE.• STORM DRAIN KITHIN PUBLIC RIGHT-OF-WAY, INCLUDING GRATED INLET IN PRIVATE ALLEY EASEMENT AS SHOWN, SHALL BE MAINTAINED BY 774E CITY OF FONTANA. ALL DRAINAGE FACILITIES WITHIN EACH PRIVATE ALLEY SHALL BE MAINTAINED BY HOA. ALL ON -SITE DRAINAGE FACILITIES NOT SHOWN ON THIS PLAN, WITHIN PRIVATE ALLEYS ARE PER SEPARATE PLAN/PERMIT & SHALL BE REVIEWED & APPROVED BY THE CITY OF FONTANA BUILDING & SAFETY DIVISION. SHEET INDEX NOTE:SMU N� L�SCK/ M CONTRACTOR TO VERIFY ELEVAT70N & 1 777LE SHEET LOCATION OF EXIS77NG L177LITIES PRIOR TO CONSTRUC7ON & NOT ENG/WEER lF 2- 3 LINE C5 It LINE C6 PLAN It PROFlLE p DIFFERENT THAN PLAN. 4 - 5 LATERAL PROFILES " 0 HFC 19-WO021 WDID# 8 36C384184 CITY OF FONTANA CALIFORNIA ON -SITE STORM DRAIN IMPROVEMENT PLAN GNED BY.- TRACT NO 202144 SCALE: is AS NOTED SUMMIT AT ROSENA WN BY: DATE: ° is 77TLE SHEET AUGusT z01s CKED BY.• APPROVED B 8/22/19 DRAWING N0: 1 AF A 5814 5 3 CITY ENGINEER RCE 51152 0