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Home My WebLink About2724-1GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA AND SAN BERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION AND FLOOD CONTROL STANDARDS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), LATEST EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED THROUGH THE CITY OF FONTANA ENGINEERING DIVISION AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK AT (909) 350-76/o 3. STATIONING REFERS TO THE CENTERLINE OF STORM DRAINS, EXCEPT WHERE OTHERWISE NOTED. 4. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY COMPANY PRIOR TO ANY WORK. 5. THE CONTRACTOR SHALL DESIGN THE SHORING 15YtTEM VATH ANTKOPATED VEHICULAR SURCHARGE PER SOILS ENGINEER'S REQUIREMENTS. 6. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAMWI€D WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 7. AS BUILT PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE "RECORD DRAWINGS" TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE STORM DRAIN SYSTEM. d. MANHOLES INPAVEMENT SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS PLACED, MANHOLES IN DIRT AREAS SHALL BE CONSTRUCTED 18" ABOVE SURROUNDING GRADE. 9. 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 OWNER'S REPRESENTATIVE. 10, STERILANT REQUIRED UNDER ALL A.C. PAVEMENT AND CONCRETE. 11. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPCECTED AND APPROVED, BY THE CITY ENGINEER. 12. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 13. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERF'OR'M EXCAVATM" OR TRENCH WORK AS DESCRIBED IN NOTE 12 ABOVE FROM CAL/OSHA 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 16. IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED A SYSTEM APPROVED BY THE CITY EMGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. Underground Service Alert R Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE 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 LIABILTY, 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 THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS," GENERAL NOTES CONTRACTOR SHALL NOTIFY UNERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (800) 422-4133. CONTRACTOR SHALL POT HOLE AND VERIFY EXISTING LOCATION OF UTILITIES AS NECESSARY TO IDENTIFY LOCATION. EXISTING UTILITIES INFORMATION ON THE DRAWINGS RELATING TO EXISTING UTNJTY LIKES AND SERVICES IS FROM THE BEST SOURCES PRESENTLY AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY FOR INFORMATION AND IS NOT GUARANTEED. THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES. CALL UTILITY LOCATING SERVICE FOR PRECISE UTILITY LOCATIONS BEFORE BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT (800) 422-4133. UTILITY REQUIREMENTS THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF THE UTILITY NOTIFICATION SERVICE PROVIDED BY UNDERGROUND SERVICE ALERT (USA), USA MEMBER UTILITIES WILL PROVIDE THE CONTRACTOR WITH THE PRECISE LOCATIONS OF THEIR SUBSTRUCTURES IN THE CONSTRUCTION AREA WHEN THE CONTRACTOR GIVES AT LEAST 4a HOURS NOTICE TO THE UNDERGROUND SERVICE ALERT BY CALLING 1-800-422-4133. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATING AROUND ANY OF THEIR STRUCTURES. THE UTILITY COMPANIES LISTED BELOW CAN BE CONTACTED AS INDICATED. 1. SOUTHERN CALIFORNIA GAS CO. 1981 LUGONIA AVE. REDLANDS, CA 92374 (909) 335-7744 ATTN: JOHN OATES EMERGENCIES: (800) 427-2200 2. PACIFIC BELL 3939 E. CORON ADO STREET ANAHEIM, CA. 92807 (714) 666-5467 ATTN: VIRGINIA BECKER 3. SOUTHERN CALIFORNIA EDISON CO. 300 N. PEPPER AVE. RIALTO, CA. 92376 UNDERGROUND: (909) 820-5598 TRANSMISSIONS: (909) 875-5100 PIPELINES: (213) 657-1233 DISTRIBUTION: (909) 357-6233 4. FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA. 92335 (909) 822-2201 ATTN: MICHAEL J. McGRAW 5. COMCAST CABLE 1205 DUPONT AVE. ONTARIO, CA. 91761 (909) 390-4738 ATTN: JACK HAYES 6. CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA. 92,335 (909) 350-6632 ATTN: CARLOS NAVARRO THE CALIFORNIA PUBLIC UTILITIES COMMISSION MANDATES THAT, IN THE INTEREST OF PUBLIC SAFETY, MAIN LINE GAS VALVES BE MAINTAINED IN A MANNER TO BE READILY ACCESSIBLE AND IN GOOD OPERATING CONDITION. THE CONTRACTOR SHALL NOTIFY THE SOUTHERN CALIFORNIA GAS COMPANY'S HEADQUARTERS PLANNING OFFICE AT (714) 634-3258 AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. STORM DRAIN IM OVEMENT PLANS KO OLEANDER AVENUE TRACT NO. 14-7-58 HINT HE CITY OF FONTANA COUNTY OF SAN BERNARDINO &N BEDDING 19" SLOPE TRENCH SIDES PER OSHA REQUIREMENTS (7YP.) W !EC40 flu "V m/N. BEDOAING "A " -J L- 4 " BED&NG RENFORCED CONCRETE PIPE SEE GENERAL NOTE NO. 2,5,121 J & 14. 1. DEVOM "A " SHALL BE CMMPACTED 1/2" CRUSHM ROCK PER STD. SPECS. FOR PUBLIC WORKS CONSTRUC77OW TABLE 2010-1.2(A) AS SHOWN HEREON AND SHALL BE SHAPED TO THE 6070M OF THE PIPE. 2. BEDDING 17" SHALL BE SAND OR OTHER GRANULAR MATER/AL AS APPROVED AND SHALL BE COMPACTED Pte' TO PLACING BALANCE OF B4SKf L. 2. SELECT F/LL SHALL BE NATrw MATERNAL FREE ORF LARGE ROCKS, DEBRIS & ORGANICS (J v+) AND SHALL BE PLACED /N 8" MAX. LOOSE LIFTS AND COMPACTED TO 95X STANDARD PROCTOR W/T7N PUBLIC STREETS TQ on STANDARD PROCTOR WTIN UNZWROVED AAE4& TABLE: 200-1.2(A) SIEVE SIZE PASSNG 1 1/2 - 1" - 3/4" 100 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM 131 TEST GRADING B PIPE BEDDING DETAI NOT TO SCALE �o QROFESS��Nq! Q �� J.F,Q Fye QRpF ESS/ r C) �� _ _ �O pAUS NO. C42723 aY Da , rn I EXR 3!3`""7 T com .A=u ViNg an P MI) um a v' No. 41348 -v rn MMM W GTHM THE EMINEER NU * Exp. 3/31/03 QFC - ��OMIX �%civiv.\P CONSTRUCTION NOTES QUANTITIES. ITEM DESCRIPTION - QUANTITY UNIT O1 CONST. 7' X 12' R.C.B. PER CALTRANS STD. PUN D80 dt DETAIL ON SHT. 4/6. 196 LF O2 REMOVE AND REPLACE EXISTING CONC. BLK. WALL PER SECTION "A" ON SHT. 2. 1 LS O3 CONST. 102' DIA. R.C.P.1350D, BEDDING PER DETAIL ON SHT. 1/8. 243 LF O4 CONST. TRANS. STRUCT. PER A.P.W.A. STD. PLAN 342-0 & DET. ON SHT. 4/8. 1 EA O5 CONST. MANHOLE PER A.P. W.A. STD. PLAN 320-0. 1 EA O6 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C.D de DET. ON SHT 4/8. 1 EA O7 REMOVE AND REPLACE EXISTING STREET IMPROVEMENTS. 1 LS OS CONST. CONCRETE BLOCK WALL PER SECTION *A" HEREON. s 347 LF O9 CONST. 6' THICK PCC PAVEMENT ON 80 AGGREGATE BASE. • 400 SF 10 CONST. PARAPET PER CALIRANS STD. PLAN D82 & DETAIL ON SHT. 5/6. • 42 SF 11 REMOVE EXISTING CHANNEL WALL, SEE PROFILE DETAIL 252 $F 12 CONST. 6' CHAIN LINK FENCE PER S. B. C. F. C. D. SPEC. DRWG. I 340 LF 1Q CONST. MANHOLE SHAFT INTO EX. JUNCTION STRUCTURE PER APWA STD. PLAN, 342-0. 1 LS • ALL CONCRETE WITHIN DISTRICT RIGHT OF WAY SHALL BE PER #25 OF THE POUT APPLICATION CHECKLIST. SAN BERNARDINO FREEWAY RTE. 10 SANTA ANA I AVENUE :3z W W z W Z D z Uja W Q p o� 0 p W a �j X oC w D ao 0 JURUPA AVENUE EXISTING BOX CULVERT : EXISTING DECLEZ CHANNEL VICINITY MAP. N.T.S. BENCHMARK am axis REsPONs'°uFo"""rawoa'°"° ` OF cm�`F� RR SPIKE ON P.P. # 674320 "R CITY OF FONTANA, CALIFORNIA O INT. N.W. MULBERRY dt JllRUPA. ■■■� M & Inc.flxe-i-uw-- DRANM BY SCALE: ELEV. s� e.4o r "�S STORM DRAIN NSE i ' Engineering •Planning Surveying • Public Works DESIGNED BY 54 ountain Ste. 106 • Uplond, CA 91786-9997. 909-982-7777 �S OLEANDER AVENUE F-LEV7 1012,70 CHECKED HAG BY TRACii 1� 147 DATE:1 /p6�gg �0440LLCRQST. JOB N0. � ��, DR. NO. SHL N0. �� W � �� ` REVISIONS DALE DATE IN G 30 � � t D DATE: 5747 �� APPROVAL n,PPRovK f CIN ENGINEER R.C.E. 25126 224 � OF s 04-05-" 0& 39: 44