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Home My WebLink About4425-1GENERAL NOTES 1. ALL WORK SHALL BE /N ACCORD4NCE 001 THESE PLANS, THE C17Y OF FONTAIV4 STAND420 PLANS, THE CONTRACT PRO{9S/ONS AND THE S7AND4R0 SPEC/F/C4PONS FOR PURL/C WORKS CONS7RUCAON ("GREEN BOOWY. ALL REFERENCE SPEC/F/C4PONS AND STANDARDS SHALL BE THE LATEST ED/)70N UNLESS OTHERWISE NOTED. 2. WHEN A 7£C11N/C4L CONfZ/CT /S FOUND TO EX/ST /N THE CONTRACT DOCUMEN75 THAT C4N NOT BE RESOL VED BY REFERENCE TO PRECEDENCE PROkIS/ONS /N 7HE "GREEN BOOK; THE CONTRACTOR SHALL IMMEDG4TELY REPORT SAND CONFL/CT TO THE C17Y ENG/NEER FOR RESOLUTION. 3. ALL MATER14LS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENG/NEER. A CONS7RUCAON PERM/75 SHALL BE OBTAINED FROM 7H£ 6 77Y OF FONTAN4 COMMUNITY ,OfWLOPM£NT DEPARZWENT, ENG/NEER/NG DMS/ON PR/OR TO THE START OF ANY WORK. INSPECT7ON COORD/NA77ON SHALL BE REQUESTED AT LEAST 7WO WORK/NG DAYS PR/OR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY W/TIAN 711E CITY L/M/TS. C4LL (909) J50-7610. 5. 111E CONTR40TOR SAAIL CONFORM 70 ALL 7R fRO CONTROL POLICIES; METHODS AND PROCEDURES OESCR/BED /N 7HE STAY OF C IFORNP MANUAL OF TR417770 CON7ROLS, LATEST NON-YE7R/C ED177ON UNLESS OTHERWISE DIRECTED BY THE CITY IR4FF/C ENG/NEER. 6. IT SHALL BE 171E RESPONS/B/L/7Y OF 711E CONT U07OR TO MAINTAIN 84RR/C40ES, DEL/NEATORS OR OIHHER 7R4FF/C CONTROL DEVICE' AT ALL 77MES: 7 INE CO.YMCTOR SHALL 097A/N A PERMIT TO PERFORM EXC401770N OR 7RENC11 WORK FOR 7RENC11fS 5 FEET OR GREATER IN DEPTH FROM 771E C4LIFORNA STATE DMS/ON OF INDUSIRWL SAFE7Y. 8 THE WALLS AND FACES OF ALL EXC4VATTONS GREATER TW FAC (5) FEET /N DEPTH SH,4LL BE GUARDED BY SHOR/NG SLOP/NG OF 771E GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DMS/ON OF IND07R/AL SAFELY OF 771E STAY OF C IFORN14 TRENCHES ,-Z S THAN RV7 (5) FEET SHALL ALSO BE GUARDED WHEN 1H£ 0ITNTI4L E)9STS FOR GROUND MOVEMENT. 9 NO M41TR14Z OR EQUIPMENT S114LL BE STORED IN 171E PUBLIC RIGHT OF WAY MTHOUT OBTAIN/NG A SEPAR47F' AfRWIT FOR 7H4T PURPOSE. 10 THE LOC4I1ONS OF UT/L177ES SHOWN HAVE BEEN DETERM/NEO FROM AVAILABLE INFORMATION, HOWfWR, /T SMZL BE 7HE RES'PONS/B/L17Y OF THE CON7R4CTOR TO DE%ERM/NE, IN THE FIELD, 171£ 7RUE LOC477ON AND ELEVATION OF ANY EXISTING UTILITIES; AND TO EXERC/SE PROPER PREC4070N TO All/D DW40E THERETO. 711E CONTRACTOR SHALL CONTACT UNDfROROUND SERVICE ALERT AT 1-800-227-2600 7WO WORKING DAYS BEFORE EXC4VAT7ON. 11. THE CONTRACTOR SHWL COORDINATE CONSTRUCTION WITH ALL 1177L17Y COMPANIES INCLUD/NG, BUT NOT L/M/IED T0, GAS, TELEPHONE, ELEC7RIC, C48LE IFLEVIS/ON, LANOSC4P/NG, LANDSCAPE /RR/64770N, DOMESTIC WATER, RECLAIMED WA1FR, SEWER, STORM ORA/N, FLOOD CONTROL AND C4LTR4NS. ALL UTILITY COMPANIES SHALL BE GNEN 7WO WORK/NG D4Y5 N017CE PR/OR TO WORK AROUND 771E/R FAC/L19YS 12 THE CONT7?ACTOR SHALL NOT OPERATE ANr 17RE HYDRANT OR WATER MANN VAL VES W/7HOUT APPROPR Y AGENCY AUTHOR/L4770N. C0NIR4CT0R SHALL 000RD/N4TE H77H 771E APPROPRG4IE WATER COMPANY FOR VAL VE OPERATION AND WATER REOU/REMENTS 13 CURVE D4TA REFERS TO 171E FACE OF CURB. 14 STATION/NG REFERS TO THE CENIFRL/NE OF STRifIS EXCEPT WHERE OTHERWISE N01TO 15 ADEOUA7T CONSTRUCT70N CONTROL STAKES SHALL BE SET BY THE fAlOINEER TO ENABLE THE CONm4CTOR TO CONSIRUCT 771E WORK TO THE PLAN 6R40ES: 771E CONTR40TOR SHALL BE RESPONS/BLE FOR THE PRES'ERVATTON OF BENCHMARKS AND CON57RUOPON CONTROL STAKING DURING CONSTRUCTION. 16 771£ CON7R4CTOR SHALL NOT D/S7URB EX/STING SURVEY MONUMEN75, MONUMENT 77fS OR BENCH MARKS WITHOUT PR/OR N077RC477ON TO THE C/IY ENG/NEER. 17 REYOVAL AND REPLACEMENT OF EXISTING SURVE7'CON7ROL, INCLUD/NG SURVEY MONUMENTS MONUMENT 77fS AND BENCH MARKS, S114LL BE DONE BY A REG/STEREO CML ENG/NEER OR LICENSE 9 LAND SURkDVR SURVEY MONUMENTS 7H47 WILL BE D 57ROYED AS A RESULT OF 171/S CONSMUCRON SHALL B£ REPLACED. 171E CONTRACTOR SH4LL NOTIFY THE ENGINEER ONE WEEK PR/OR TO CONS7RUCAON SO 7H4T 77f TO MONUMENTS C4N BE ES'TAMISHEZ7 FOR L47FR REPLACEMENT OF 771£ MONUMENT. 18 THE CON7R40TOR SHALL M41NTAIN ACCES'S FOR LOCAL REYNiNTS AND BUS/NES'SfS AT ALL 77AIfS A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTTON AREA FOR RESYDEN/5 AND EMERGENCY VEHICLES: 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN 07FC77VE MEANS OF DUST CONTROL, INCL UD/NG A, Of-040IE WATER/NG, AT ALL 77MEs 20 ALL OR40/NG OPER490NS SHALL BE DISCONTINUED WON SUSTAINED WIND VELOC/T/ES EXCEED 25 MZfS PER HOUR. 21 771E CONTRACTOR SHALL NOT C411SE ANY EXCAVATED M41-FRIW, MUD, SILT OR DEER/S TO BE DEPOSITED ONTO PURL/C OR PR/017F PROPERTY "ACENT TO THE RIGHT OF WAY DUR/NG CONSTRUCTION WITHOUT PR/OR HR/77EN APPROVAL. 22 NO TRENCH BACKFILL SHALL TAKE PLACE W/7HOOT PR/OR APPROVAL OF THE C17Y INSPECTOR. 23. A OfOTECHN/C4L ENG/NEER SHALL 6EF77FY ALL BACKFILL COAIPAC77ON. FA/LURE TO 08MIN THE REQU/RED OfNS/7Y SHALLREQU/RE R _ WORK/NG OF fiWT PORTION OF THE WORK UNTIL 171E SPEC/F/ED 0ENS/7Y /S OBTA/N0 24 C4RE SHOULD BE TAKEN TO PREVENT GMADEY, D/TCHE:T AND SWALEY FROM UNDERM/N/NG SIHTEET IMPROVEMENTS: UPON /NSPEC770N OF THE S/TF; THE C17Y ENG/NEE77 MAY REQU/RE TEMPORARY NON -6919054&f - SWALES ENTER/NG OR LEi40NG /MPROV£MfNTS 25 T71E 17N4L LOC4PTON AND W/DIHI OF ORMWAY APPRO40H APRONS SHALL BE APPROVED AT 7H/E TIME OF CONSTRQUCTTON AND SHALL CONFORM TO THIE 0/7Y OF FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN 0R40E, COLOR AND FIN/SH TO MATCH EX/ST7NG CONCRETE. 27 THE SEWER CON7R4CTOR SHALL STAMP AN T " /N 171E FACE OF 171E CURB AT 771E LOCATION OF 171E SEWER LATERAL. 28 NO CONCRETE SHALL BE PLACED UNTIL THIE FORMS AND ARNFORC/NG STEEL HAVE 810V PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND 119L/TIES SHALL BE INSTALLED, TESTED AND APPROVED PR/OR TO PAVING OF STREETS 3O APPROVED SOIL STTR/LANT /S REQUIRED UNDff ALL NEW ASPHALT PAVEMENT PR/OR TO PLACEMENT. 31 PAVEMENT SIR61C7Z1R,4L SEC77ONS SHOWN ARE MIN/MUM AND SUB✓ECT TO REWS/ON AND APPROVAL OF 171E CITY ENG/NEER AS DETERMINED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GR40/NG. 32. A07ZMZ THICKNESS OF A. C. PAVEMENT AND/OR QASE COURSE MAIFR14L FOR S7RUC17124L STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL Rf PORT AND SUBM117£0 TO 171E C/TY OF FONTANA FOR APPROVAL UPON COMPLf PON OF ROUGH OR40/NO 33 ALL MANHOLES; CLEANOUT FR4MES, COVERS AND VAL V£ BOXES SHALL BE R4/SfD TO 17N/SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTTOV CONIR407OR SHALL RESTORE ALL S/GN/NG, STR/P/NG, BARRICADES; AND OIH ff TRAFFIC CONTROL DEVICES TO 171E SA77SFAC770N OF 171E C17Y TRAFFIC ENG/NEER. 35. CONTRACTOR SHALL PZZOC4IT AND/OR REPLACE LANDSC4P/NG, SPRINKLERS AND SIDEWALKS AFfZrOMD BY TH£ CONSTRUCTION TO THE S477SFAC77ON OF 171E CITY ENG/NEER. 36. AS=BU/LT DRAWINGS SHALL BE PROVIDED BY 171E COMR4CTOR TO 7HE ENG/NEFR OF RECORD, WHO SHALL PROVIDE RECORD 024NNOS TO 7HE 6 Y7Y ENG/NEER JAR AP V APP �A jlP /A P m FERNA NDEZ PARK /MPRO VEMENTS CITY OF FONTANA PROJECT o,ry, o LOCAiliW CONSTRUCTION NOTES *77IE 4UANPRES SHOWN HEREON ARE ESTIMATES ONLY. CONTRACTORS SHALL PREPARE THE/R OWN OUAN777ES AND B/D A COMPLETE ✓OB. SEE SHEET 2 FOR CONSTRUC77ON NOTES AND QUANT/TIES. i c�±cun F H. = FIRE' HYDRANT ❑ ELEC VAUL T = ELECTRIC VAUL T TC = TOP OF CURB 0---3\ 57Z T = STREET LIGHT e WV = WA TER VAL VE FL = FOWL/NE 7RFS/G = TRAFFIC SIGNAL O SMH = SEWER MANHOLE 7B = TOP OF BERM �- = S/GNFS = FINISH SURFACE O SOMH =STORM DRAIN MANHOLE FG = FINISH GRA GE ❑PB=PULL BOX o XV = WA ISR ME7ER O TELMH = TELEPHONE MANHOLE BW = BACK OF WALK 0 7ELPED = TELEPHONE PEDESTAL • PP = POWER POLE REMOVE EX/ST AC PA VEMENT o MB = MAIL BOX S/W = SIDEWALK PROP AC PA IEMENT BOC = BOTTOM OF CURB P077IOLE EX/ST U77ZITY TOP = TOP OF P/PE e (,Y CONTRACTOR) CONSTRUCT X" AC/X" AB PAVEMENT GR/ND EX/ST AC PAVEMENT (1.5" MIN/MUM). OVERLAY AC PAVEMENT (1.5" MIN) TO MATCH EX/ST/NG REMAIN/NG SURFACE UTILITYCONTACTS S0. CALIFORNIA GAS COMPANY A7TV- ✓ACK ✓ARMS 16231 VALLEY BLVD. FONTANA, CA. 92.3,35 (909) 428-8411 EMEITGENC1f5- (800 427-2200 ADELPH14 (C4BLE 7V� A7TV- ✓ACK HAVES 1205 DUPONT AVENUE ONTARIO, C4. 91761 (909) 390-4738 SBC A7TV ✓1 afS Z/EL/NSK/ (714) 666-5415 APN; COURT SHEET INDEX SCALE- 1 "=100' 0243-042-26, 46, 47, 48 BASIS OF BEARING BEAR/NGS ARE BASED ON 171E OfAgF"RL/NE OF MILLET? AVE. BE/NG N895643Z_ AS SHOWN ON PARCEL MAP N0. 8129, RECORDED IN BOOK 89, PAGE 84 OF PARCELMAPS, RECORDS OF SAN BERNARD/NO COUNTY DRA WING INDEX TITLE SHEET . . . . . . . . . . . . . . . 1 CONS7R11070N NOTES, Df TAILS & SECTIONS, SO PLANS . . . . 2 LOCUST AVE (FROM MILLET? AVENUE TO 13fJO 07� . . . . . 3 MILLER AVENUE (FROM 4*J8.JO TO LOCUST AVENUE) . . . . 4 SHEET 3 FONTANA WATER COMPANY S0. CCIFORN64 ED/SON COMPANY CITY OF FONTANA UTILITY NOT/F7CAT/ON LIST MILLER Alm 7951 REDWOOD AVE ry rrr�• 8440 NUEVO AVENUE F A77711• ANTHONY SALAM FONTANA, C4. 92JJ5 (909) 820-5598 - UNDERGROUND 8953 SIERRA AVENUE Q � FONTANA, C4 92JJ5 UPLAND AW < < Q Q (909 J57-62JJ - D/S7X/8070N ARROW I A7TV- LON IS41 VER/ZON ATASF RA/[ROAD 855 W BASELINE ROAD OCRSEY AlE=AN-A wlTmAM cT CERES AY£ VALENLYA Ali' RIALTO, C4 92,377 1400 E. PIALL/PS BLVD. Y CR4WFOR0 C4NYON MUTUAL WATER CO. (909 469-6354 ATTN BASIL J. FABRIZIO F_ _ ....__ ' £RES A6£ MEFR/LL A PEI m 3 \ � P f tP�P CONSTRUCTION NOTES *77IE 4UANPRES SHOWN HEREON ARE ESTIMATES ONLY. CONTRACTORS SHALL PREPARE THE/R OWN OUAN777ES AND B/D A COMPLETE ✓OB. SEE SHEET 2 FOR CONSTRUC77ON NOTES AND QUANT/TIES. i c�±cun F H. = FIRE' HYDRANT ❑ ELEC VAUL T = ELECTRIC VAUL T TC = TOP OF CURB 0---3\ 57Z T = STREET LIGHT e WV = WA TER VAL VE FL = FOWL/NE 7RFS/G = TRAFFIC SIGNAL O SMH = SEWER MANHOLE 7B = TOP OF BERM �- = S/GNFS = FINISH SURFACE O SOMH =STORM DRAIN MANHOLE FG = FINISH GRA GE ❑PB=PULL BOX o XV = WA ISR ME7ER O TELMH = TELEPHONE MANHOLE BW = BACK OF WALK 0 7ELPED = TELEPHONE PEDESTAL • PP = POWER POLE REMOVE EX/ST AC PA VEMENT o MB = MAIL BOX S/W = SIDEWALK PROP AC PA IEMENT BOC = BOTTOM OF CURB P077IOLE EX/ST U77ZITY TOP = TOP OF P/PE e (,Y CONTRACTOR) CONSTRUCT X" AC/X" AB PAVEMENT GR/ND EX/ST AC PAVEMENT (1.5" MIN/MUM). OVERLAY AC PAVEMENT (1.5" MIN) TO MATCH EX/ST/NG REMAIN/NG SURFACE UTILITYCONTACTS S0. CALIFORNIA GAS COMPANY A7TV- ✓ACK ✓ARMS 16231 VALLEY BLVD. FONTANA, CA. 92.3,35 (909) 428-8411 EMEITGENC1f5- (800 427-2200 ADELPH14 (C4BLE 7V� A7TV- ✓ACK HAVES 1205 DUPONT AVENUE ONTARIO, C4. 91761 (909) 390-4738 SBC A7TV ✓1 afS Z/EL/NSK/ (714) 666-5415 APN; COURT SHEET INDEX SCALE- 1 "=100' 0243-042-26, 46, 47, 48 BASIS OF BEARING BEAR/NGS ARE BASED ON 171E OfAgF"RL/NE OF MILLET? AVE. BE/NG N895643Z_ AS SHOWN ON PARCEL MAP N0. 8129, RECORDED IN BOOK 89, PAGE 84 OF PARCELMAPS, RECORDS OF SAN BERNARD/NO COUNTY DRA WING INDEX TITLE SHEET . . . . . . . . . . . . . . . 1 CONS7R11070N NOTES, Df TAILS & SECTIONS, SO PLANS . . . . 2 LOCUST AVE (FROM MILLET? AVENUE TO 13fJO 07� . . . . . 3 MILLER AVENUE (FROM 4*J8.JO TO LOCUST AVENUE) . . . . 4 SHEET 3 FONTANA WATER COMPANY S0. CCIFORN64 ED/SON COMPANY CITY OF FONTANA UTILITY NOT/F7CAT/ON LIST A7771.• MICHAEL ✓. MCGRAW 7951 REDWOOD AVE C17Y OF FONTANA 8440 NUEVO AVENUE FONTANA, C4. 92.335 A77711• ANTHONY SALAM FONTANA, C4. 92JJ5 (909) 820-5598 - UNDERGROUND 8953 SIERRA AVENUE (909) 822-2201 (909) 875-5100 - 7R4NSM/SS/ONS FONTANA, C4 92JJ5 FAX.• (909) 82J-5046 (213) 637-12JJ - P/PEL/NES (3009) ,350-66J2 (909 J57-62JJ - D/S7X/8070N WEST SAN BERNARD/NO WATER CO. A7TV- LON IS41 VER/ZON 855 W BASELINE ROAD A7TV- ✓ERRY PAUBEL RIALTO, C4 92,377 1400 E. PIALL/PS BLVD. POMONA, C4. 91766 CR4WFOR0 C4NYON MUTUAL WATER CO. (909 469-6354 ATTN BASIL J. FABRIZIO (909) 463-9580 N. RI 20 f q S RIW 12' 1J' 5' IOL711 5' l 6 1. 46' J4' J2' VAR 4WCUT LINE 15' I� 77 S- 1 MIN TO l J.26X MAX MILLER AVENUE TYPICAL CROSS SECTION (FROM 5*25 TO 8*25) 29 f r LOCUST AVENUE TYPICAL CROSS SECTION (FROM 12*25 TO 13f25) Prepared Under The Supervision Of ARMSTRONG & BROOKS CONSULTING ENGINEERS. INC. -sl>ECCOERRraaLLwEE��r: --rr u mmm 15 0 AON&M R0AlA0928801T 8 e5l) 3'2CC-88400 Ph. (951) 372-8430 Fax /. 4n 0 IfA--- Date : [76-08 U WILLIAM D. SPOOKS R.C.E. 53114 T/=9.0 N. T.S. 1 E. R14Y