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Home My WebLink About3365-1ARROWEAD tWEI-RalAlff BE opow-m MERRILL AVENUE SEE SHEET 3,,4 m NDEX MAP NO SCALE I BENCH MARK PK IVAff IN LEAD ON CUR8, SO? IVIE CORNER OF CITRUS AVENUE AND MERRIII AVENUE BENCH MARK NO 8 (9167) ELEVATION = 121320 BASIS OF BEARINGS. THE BASIS OF BEARINGS SHOW HEREON ARE BASED ON THE CENTERLINE OF CITRUS AVENUE AS SHOW ON PARCEL YAP NO, 11305 BEING NORTH 00' 11' 40' LAST PER PNB 1291124-25 IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO C011NTr C6W6RC7Z7 91ALI( 27 / 4 BAR 0 6 O. r -,;o J/ 4 BAR 0 12" OIC fall 1 wall""y - 411,10w' GAS MAIN A 699111 AVENUE (Z) SEER MAIN ---ETC PROJECT 0; C48117 TV MAIN 130 WATER METER SITE SEWER MANHOIC 140 FIRE HYDRANT 26 STRFFT Z16VT - - - - 64 hCJ 0 EDISON BOX J-�A TH01 E EDISON SWITCH BOX 0 CATV VAIJIT 0 TREE 0 WATER VAI VE FONTANA, CA, 9035 REMOVE VE EXIS TING POWER POLE AND GUY WIRE- - - - - - - - - - - - _5 [A (909) 889-9711 REMOVE AND RELOCATE EXISTING FIRE HYDRANT - - - - - - - - - - - - -1 FA TRANSMISSION D11451ON REMOVE AND RELOCATE EXISTING TRAFFIC P11Z I 801V - - - - - - - - - - -1 EA 11 REMOVE AND RELOCATE FXSAWO SIGNAL LIGHT AND STRE-T I 1611T - - - - - -1 A'AN0141Z A 60E (PER 5161141 AND LIGHTING PIAN) opow-m MERRILL AVENUE SEE SHEET 3,,4 m NDEX MAP NO SCALE I BENCH MARK PK IVAff IN LEAD ON CUR8, SO? IVIE CORNER OF CITRUS AVENUE AND MERRIII AVENUE BENCH MARK NO 8 (9167) ELEVATION = 121320 BASIS OF BEARINGS. THE BASIS OF BEARINGS SHOW HEREON ARE BASED ON THE CENTERLINE OF CITRUS AVENUE AS SHOW ON PARCEL YAP NO, 11305 BEING NORTH 00' 11' 40' LAST PER PNB 1291124-25 IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO C011NTr C6W6RC7Z7 91ALI( 27 / 4 BAR 0 6 O. r -,;o J/ 4 BAR 0 12" OIC fall 1 wall""y - 411,10w' "11141", ''1111 X wr vl""! 10,12 a "I"s i""'N' "r Ms m � I I vfkl ALONOMSAL OIL COMPANY, INC., (D GAS MAIN 2450 WATER MAN (Z) SEER MAIN ---ETC ELECTRICAL, )FIEPHOAf 0; C48117 TV MAIN 130 WATER METER (D SEWER MANHOIC 140 FIRE HYDRANT 26 STRFFT Z16VT - - - - 64 THRUST BLOCK 0 EDISON BOX 0 EDISON TRANSFORMER E EDISON SWITCH BOX 0 CATV VAIJIT 0 TREE 0 WATER VAI VE "11141", ''1111 X wr vl""! 10,12 a "I"s i""'N' "r Ms m � I I vfkl ALONOMSAL OIL COMPANY, INC., (D SA WCU T AND REMOVE EXISTING A, C PA VMG - 2450 5f - (Z) SAWCUT ANI) REMOVE EXISTING CURB AND GUTTER- - - - - - - 1815 IF 0; 5A HICUT AND REMOVE EXISTING A C CURB - - - 130 IF 25 R6YOff EXISTING CONCRETE HANDICAP RAW- - 140 5f - 26 ff-YOVE EX1,517NG PARKWA Y9RAIN OUTIET - - - - - - - - - - - - - - - 64 SC 7951 REDWOOD AVENUE REMOVE EXISTING 12'W4m CUP STORY DRAIN FONTANA, CA, 92336 p 4 �� /,------- — EX AC PAVING 10 CX GRADE ��v --------- (909) 357- 6,9,J1 (So. OF IVERRII 1) (VERIFY DEPTH OF PIPE PRIOR TO START OF CONSTRUCTION) 145 jr (D REMOVE AND RELOCATE FY/57VG SPEED LIMIT SIGN- - - - -- - - - - - - - 4 [A FONTANA, CA, 9035 REMOVE VE EXIS TING POWER POLE AND GUY WIRE- - - - - - - - - - - - _5 [A (909) 889-9711 REMOVE AND RELOCATE EXISTING FIRE HYDRANT - - - - - - - - - - - - -1 FA TRANSMISSION D11451ON REMOVE AND RELOCATE EXISTING TRAFFIC P11Z I 801V - - - - - - - - - - -1 EA 11 REMOVE AND RELOCATE FXSAWO SIGNAL LIGHT AND STRE-T I 1611T - - - - - -1 EA 9000 HEILMAN AVENUE (PER 5161141 AND LIGHTING PIAN) RANCHO CUCAMONGA, CA, 9170 'n --g 12 ADJUST D vIS17NG WATER VAL VE TO NEW GRADE PER CITY STR 130 1 EA 14 REMOVE EXISTING I -RIES AND TREF SIUMPS - - - - - - - - - - - - - - 7 £A 15 CONSTRUCT 8' CURB AND GUTTER PER CITY DETAIL NO 1003 - - - - - - - -550 IF 16 CONSTRUCT CONY[RCIAL DRIVEWAY ENTRANCE PER CITY PET411 NO 102-C W AS SHOW— - - - - - 1412 5F 07 CONSTRUCT 12 INCH DIA, RCP STORM DRAIN 9-2250 WITH 4 INCH IRCff SLURRY 22 BACKFILL IN DRIVFWA Y AREA -- - - - - - - - - - _------- -80 IF 18 - CONSTRUCT CONCRETE SIA8 8USBAY PER CITY STD NO 1014- - - - - - 1630 SF 19 - CONSTRUCT MIN, 65" A. C, OVER 951Y, COMPACTED IVA T1W SUBGRADF- - - --10555 sf- 20 CONSTRUCT HANDICAP RAMP PER CITY DETAIL NO 1006- - - - - - - -170 SF 21 CONSTRUCT 4" 1711uf coCONCRETEszomAiff PER CITY DETAIL No. 1015- - - - CONSTRUCT PARKWAY DISCHARGE STRUCTURE PER CITY 27 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITYPETAII NO, fOJ Yl =16'& X = 3`-._.._-------------.... _-_..._._..---_-670 SF 28 INSTALL BUS STOP SIGN_-- - - - - -- - - - - - - - -- - - - - - - ---1 6A 29 REMO WE AM9 RE OCA 7E EX WIRE FENCE ------------------10 IF nJO CONSTRUCT DISCHARGE SNICIVRF PER CITY Of - FONTANA SILO DETAIL NO 124 W -=Ji' H=6' - 12' AS SHOW ON SHEET I PER 917AII 0 U09IFY-9 - - -90 IF 31 REMOVE AND RtZ OCA 7E EXISTING YA11 BOXES- - - - - - - - - - - - - -4 [A 32 REMOVE AND RtZOCA IF EXISTING WATER METERS- - - - - - - - - - - - 4 EA 33 REMOVE AND RELOCATE EXIS171VG6'HICliCHAIAILIAII(FENCE- - - - - - - - -150 IF SEWER 41 CONSTRUCT 6" DIA, EXTRA 517?[AIGTH VOP. SEER I A TERAI PER CITY Of - FONTANA DETAIL NO 125---------------------50 42 CONSTRUCT Zgff CLEANOUT PER CITY Of - FONTANA DETAII NO, 128 --- - --- -- -2 43 CONSTRUCT STANDARD TRENCH REPAII? PER CITY Z)E/All NO, 131- - - - - - - 68 m m CITY OF FONTANA CUP # 02-10 ASP # 02-05 P.M. NO. 15982 1/7 —265' -lip 114 P1 ff R d011V PER OET41Z "A" TOOT 4.781',) 00/%' - 160,7,) EX AC PA WA /C n, 14� AC 421 --,-j LIMITS OFAC Ex C&G CAPPING ................ TYPICAL STREET SECTION CITRUS STREF-r 0), 15 2 19 NO SCALE - 'n-9 NOTIMA11ONS DETAIL NO. 124 WAS SHOWN -------------------.-------1 SAN GARRIEt VALLEY WATER COMPANY EA 23 CONSTRUCT 8' CONCRETE CURB ONI Y PER CITY DFTAII NO, 1003 (8" Cr) - - -185 IF 24 CONSTRUCT OPYINIUWAX CAPPING PER ,9t-TA1I CITY Of"I'ONTANA SF 25 INSTAL I STREET IVAUF SIGN POST PER CITY Of- -TAII NO, 139 - - - - - I EA 26 INSTALL STANDARD STREET LIGHT (Pt -9 STREET LIGHT PLAN / 33651 T) - - -4645 SF 27 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITYPETAII NO, fOJ Yl =16'& X = 3`-._.._-------------.... _-_..._._..---_-670 SF 28 INSTALL BUS STOP SIGN_-- - - - - -- - - - - - - - -- - - - - - - ---1 6A 29 REMO WE AM9 RE OCA 7E EX WIRE FENCE ------------------10 IF nJO CONSTRUCT DISCHARGE SNICIVRF PER CITY Of - FONTANA SILO DETAIL NO 124 W -=Ji' H=6' - 12' AS SHOW ON SHEET I PER 917AII 0 U09IFY-9 - - -90 IF 31 REMOVE AND RtZ OCA 7E EXISTING YA11 BOXES- - - - - - - - - - - - - -4 [A 32 REMOVE AND RtZOCA IF EXISTING WATER METERS- - - - - - - - - - - - 4 EA 33 REMOVE AND RELOCATE EXIS171VG6'HICliCHAIAILIAII(FENCE- - - - - - - - -150 IF SEWER 41 CONSTRUCT 6" DIA, EXTRA 517?[AIGTH VOP. SEER I A TERAI PER CITY Of - FONTANA DETAIL NO 125---------------------50 42 CONSTRUCT Zgff CLEANOUT PER CITY Of - FONTANA DETAII NO, 128 --- - --- -- -2 43 CONSTRUCT STANDARD TRENCH REPAII? PER CITY Z)E/All NO, 131- - - - - - - 68 m m CITY OF FONTANA CUP # 02-10 ASP # 02-05 P.M. NO. 15982 1/7 —265' -lip 114 P1 ff R d011V PER OET41Z "A" TOOT 4.781',) 00/%' - 160,7,) EX AC PA WA /C n, 14� AC 421 --,-j LIMITS OFAC Ex C&G CAPPING ................ TYPICAL STREET SECTION CITRUS STREF-r 0), 15 2 19 NO SCALE - 'n-9 NOTIMA11ONS DETAIL NO. 124 WAS SHOWN -------------------.-------1 SAN GARRIEt VALLEY WATER COMPANY EA 23 CONSTRUCT 8' CONCRETE CURB ONI Y PER CITY DFTAII NO, 1003 (8" Cr) - - -185 IF 24 CONSTRUCT OPYINIUWAX CAPPING PER ,9t-TA1I CITY Of"I'ONTANA SF 25 INSTAL I STREET IVAUF SIGN POST PER CITY Of- -TAII NO, 139 - - - - - I EA 26 INSTALL STANDARD STREET LIGHT (Pt -9 STREET LIGHT PLAN / 33651 T) - - 5 [A 27 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITYPETAII NO, fOJ Yl =16'& X = 3`-._.._-------------.... _-_..._._..---_-670 SF 28 INSTALL BUS STOP SIGN_-- - - - - -- - - - - - - - -- - - - - - - ---1 6A 29 REMO WE AM9 RE OCA 7E EX WIRE FENCE ------------------10 IF nJO CONSTRUCT DISCHARGE SNICIVRF PER CITY Of - FONTANA SILO DETAIL NO 124 W -=Ji' H=6' - 12' AS SHOW ON SHEET I PER 917AII 0 U09IFY-9 - - -90 IF 31 REMOVE AND RtZ OCA 7E EXISTING YA11 BOXES- - - - - - - - - - - - - -4 [A 32 REMOVE AND RtZOCA IF EXISTING WATER METERS- - - - - - - - - - - - 4 EA 33 REMOVE AND RELOCATE EXIS171VG6'HICliCHAIAILIAII(FENCE- - - - - - - - -150 IF SEWER 41 CONSTRUCT 6" DIA, EXTRA 517?[AIGTH VOP. SEER I A TERAI PER CITY Of - FONTANA DETAIL NO 125---------------------50 42 CONSTRUCT Zgff CLEANOUT PER CITY Of - FONTANA DETAII NO, 128 --- - --- -- -2 43 CONSTRUCT STANDARD TRENCH REPAII? PER CITY Z)E/All NO, 131- - - - - - - 68 m m CITY OF FONTANA CUP # 02-10 ASP # 02-05 P.M. NO. 15982 1/7 —265' -lip 114 P1 ff R d011V PER OET41Z "A" TOOT 4.781',) 00/%' - 160,7,) EX AC PA WA /C n, 14� AC 421 --,-j LIMITS OFAC Ex C&G CAPPING ................ TYPICAL STREET SECTION CITRUS STREF-r 0), 15 2 19 NO SCALE - 'n-9 NOTIMA11ONS WA ITR: SAN GARRIEt VALLEY WATER COMPANY 11142 GARVEY AVENUE fZ MONTE, CA 91734 (816) 448-618J SIEI?• CITY Of"I'ONTANA 8.353 2LAWA A VENUE FONTANA, CA. 92J35 -27' (909) 350-7640 PO*ff: SOUTHERN CALIFORNIA [9150N COMPANY JOIN PER DETAIL "A" 471 ' a 0/ 7951 REDWOOD AVENUE FONTANA, CA, 92336 p 4 �� /,------- — EX AC PAVING 10 CX GRADE ��v --------- (909) 357- 6,9,J1 (So. OF IVERRII 1) (909) 357- C7223 (5o OF ME?R11 1) GAS: SOUTHERN CALIFORNIA GAS COMPANY 1623I VALLEY BOULEVARD _LIMITS OF A C Ex C&G----[7] CAPPING FONTANA, CA, 9035 AtIn.: LOU kkESTFAII (909) 889-9711 21 SOUTHERN C4111-_0015 GAS COMPANY TYPICAL STREET SECTION TRANSMISSION D11451ON 21911 BIRCH STREET CITRUS STREET BREA CA, 92621 (714) 529-2889 OEPHONf? GENERAL TELEPHONE NO SCALE 9000 HEILMAN AVENUE EX GRA OF RANCHO CUCAMONGA, CA, 9170 'n --g BREA, CA. 92621 (909) 945-3562 PACIFIC BE I 309 E COROA1490 STREET ANAHEIM CA, 92807 BREA, CA. 92621 (714) 999-5639 TO 46' --------46' TO 34' 2,95' MAX TO IJ'MIN -- Cir 114 " PER Ix GRAD_.. FOOT 2' 17, TO 2,17, EX AC PA ANG EX GRADE 170 To Z1711 7 _71 7 EX EX C&G A(; /'/'Yltvv L 19 TYPICAL STREET SECTI21 ON 165 ILL® STREET NO SCALE -n-9 IF011) (NTS) IF [A NEW A.C. SF A.0 06RLAY NEW CONCRETE WATER CONSTRUCT 1 1/2" WATER METERb? WITH 2 n WATER SERVICE PER FONTANA WATER DISTRICT Sh), PLAN NO Z PER SEPARATE PLANS APPROVED BY FONTANA WATER COMPANY -_-------------------------------1 EA &VV\AAA&VVV\A1VAAjV~ TOLL FREE -800--227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT GRIND 010' MN, NTN 1 [AV PAVEMENT AND 0 VER1 A r 0. 10' MIN. 77,77�/77, i7 EX PAVEMENT DETAIL "A' NOT TO SCALE MIN, SA PICU 7" AND REMOVE EA' PA 61VENT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR, CITY DATE STANDARDS IN EFFECT. MEET IMPROVEMENT PLANS GENERAL NOTES I All WORK SHALL BE IN ACORDAZE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS THE CONTRACT PRO SIONS AND 77E STANDARD SPECIFICA 77ONS f -OR PUBLIC WOWS C007RUCTION( 1626EV 800ff � All REFERENCE SPECIFICATIONS AND STANDAROSS41AIL BE THE LATEST ID117ON UNLESS OTHERWISE 0/69, 2 WEEN A TECHNICAL CONFLICT IS FOUND TO FA'15T /A/ THE CONTRACT DOCUMENTS 171A TCAN NOT BE RES01 VI -D BY fiIrr_fiINCF TO PRECEDENCE TROWSIONS IN &F 'GREEN BOOK' THE CONTRACTOR SHALL IMMEDIAT51Y REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION J All YA 7b`?1AI 5 AND METHODS ARE SUBJECT TO THE APPROVAL OF VINE CITY ENGINEER, 4 CONSTRUCTION PERMITS 51MII BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 19EIIEZ OPYENT 0EPAR7YENT, ENGINEERING DIKSION PI?16P TO INE START OF ANY WORK INSPEC17ON COOROIAIA1701V SNAIL BE REQUIRED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBIC RICHT- OF- YIA Y WHIN THE CITY LIMITS CALL (909) ,350--7610 5 THE CONIPACT01? SHALL CONFORM TO All TRAFFIC CONTROL POLICIES; METHODS AND PROCEEDUXES 915CR1919 IN THE STATE OF CALIFORNIA YAWN OF TRAFFIC CONTROL, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC, ENGINEER. 6 1T SHALL I 8E THE RESPONS1811 / TY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR OTHER TRAFFIC CONTROL DEWCES AT All WES 71 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM CXCA 11A TION OR NEW11 WON FOR TRENCHES 5 FEET OR GREATER IN 9FP7H FROM THE CALIFORNIA STATE DIKS10AI OF INDUSTRIAL SAFETY' 8 THE WALLS AND FACES OF ALL EZA VA 770VS GREATER THAN N RkF (5) FEET IN DEPTH SNAIL BE GUARDED BY SHORING, SLOPING OF IRE GROUND OR OYER APPROVED MEANS PURSUANT TO IRE REQUIREMENTS OF THE 916101V OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA TRENCHES LESS ThANRVE (5) FEET SHALL ALSO BE GUARDED WEN THE_ POTENTIAL EXISTS FOR GROUND UOVfU[A1[ 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY NNOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE 10 THE I OCA 7700 OF UN117115' SNOW HAVE BEEN DETERMINED FROM AVAILABLE INfROYA g6w, HOWEVER ITSHAZI BE THE RESPONSIBILITY OF THE CONTRACTOR TO OFTERUINE, IN THE FIELD, THE TRUE 1004 77ON AND ELEVATION OF ANY Fr157NG 01177TS, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. PIC CONTRACTOR SHAIZ CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 9VRffl#G DAYS BEFORE EXCA VA 17ON 11 THE CONTRACTOR SHAIZ CORONA T C001RUC7701v W771 All UNIT)" COYPANIFS INCLUDING, 911T NOT INTO 70, GAS, TZHEPHONE, EILCTRIC, CABLE 7F114510NLANDSCAPING, 1405CAPC IRRIGATION DOMESTIC WATER RECLAIMED WATER SEER, STORY DRAN, FLOOD COA17)?a AND CAI TRANS All U171ITY COMPANIES SHALL BE GIVEN TWO WORMING DAYS N017CE PRIOR TO WORK AROUND THEIR I-ACIZIRFS, 12 THE CONTRACTOR SHALL NOT OPERA IF ANY FIRE HYDRANT OR WATER M411V VAI VfS WITHOUT APPROPRIATE AGENCY AUTHORIZATION CONTRACTORS SHALL C00011VA 7F WITH THE APPROPRIATE WATER COMPANY FOR VAI VE OPERATION AND IfA TER REQUIREMENTS 13 CURVE 9A TA REFERS TO THE FACE OF aJR8, 14 STA170NING fiF`FfiS TO THE CENTERNAf OF STREETS EXCEPTWffE OTHERMSE NOTED 15 ADEQUATE CONSTRUCTION CONTROL STAKES 511AZI BE SET BY THE 5VOINF& TO DvAgff THE CONTRACTOR TO CONSTRUCT 771E M21?1( TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSIRUCON 16 THE CONTRACTOR SHALL NOT DISTURB FXIS77A(G SURVEY MONUMENTS, MONUMENT 17 -FS OR BENCH MARKS WNOUT PRIOR NO171CA TION TO THE an' Fvalvm?, 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCIUDING SURVEY MONUMENTS, MONUMENT 77a AND gmai uAlFft's, sIlAzz BE DONE BY A REolsii-9 ovi aolmcu 6P amsEd LAND SURPErol? SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESUZ T OF THIS CONS7RUCTON SHALL BE REPIACF9. THE CONTRACTOR SHALL A1017FY THE ENGINEER ONE WE/( PRIOR TO CONSN11CI70N SO 171AT 77CS TO U04VU073 CAN OF ESTABLISHED FOR ZA)b? REPLACEMENT OF THE MONUMENT 18 IRF CONTRACTOR S11AII MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL RUES A UIN10Y 12 FOOT ZANFOAll BE MAINTAINED AT All 9AES IN THE CONSIRUC, 770AI AREA FOR RESIDENTS AND EMERGENCY VEHICZCS 19 THE CONTRACTOR 9YAII PROWDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE 140 TERIAIG, AT ALL TIMES 20 ALL GRADING OP[RA 77ONS SHAZ I BE DISCONTNbE9 9f IFN SUSTAINED 09 V5/ OC177FS EXCEEDS 25 MILES PER IlaIA' 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RICHT OF WAY DURING COIVSTRIJC7101V Wf IHOUT PRIOR 9RIT7FIV APPROVAI, 22 NO TRENCH BACKFILL SHALL TAKE PLACE fff 771OUT Pl?/O/? APPROVAL OF THE CITY INSPECTOR, 23 A GEOTECHNICAL ENGINEER SHAZI CER17FY All 8ACKFIII COMPAC17ON FAILURE TO OBTAIN THE REQUIRED DENSITY SHAII REQUIRE RE -WORKING OF 771A T POR77ON OF THE 9VRff UN171 771E SPECIFIED DLN51TY /5 OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND S91ALES FROM UNDERMINING STREET IMPROVEMENTS. 11POY INSPECTION OF NE SITE, 771E CITY ENGINEER MAY l?,60UNE TEMPORARY NON ERODI'AbLE SPIAIES ENTERING, OR LEAVING IMPROVEMENTS 25 THE FINAL 106A /70/V AND W9171 OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 77YE OF CONSTRUCTION AND SNAIL CONFORM TO THE CITY OF FONTANA STANDARD I)ETAIZS .26 ALL EXPOSED CONCRETE SURFACES SHAI I CONFORM IN GRADE, COLOR AAD FINISH TO MATCH EXISTING CONCREff-. 27 THI SEWER CONTRACTOR SX411 STAMP AN 'SN IN THE FACE OF ME CURB AT THE LOCATION OF THE SEWER LATERAL. 28 NO CONCRETE SIIAZI BE PLACED IIN171 77YE FORMS AND REINFORCING STf _FI HAVE BEEN PLACED, INSPECTED AND APPROPS2, 29 All UNDERGROUND UTILIZZES SHAIL BE INSTALLED, TESTED AND APPROVED PRIOR 0 PA OF _T TO V`Nc STREET JO APPROVED 50/1 57ERILANT IS REQUIRED UNDER All NEW ASPHALT PAVEMENT PRIOR TO PIACEPE'VT 31 PAVEMENT S7RUC7UA?AI SEC17ONS SHOWN ARE MINIMUM AND SUBJECT TO RF14,5101v AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPIE17ON OF ROUGH CRADINO 32 AC7U4I THICKNESS OF A.C. PAVEMENT AhD/bR845E COURSE MATERIAL FOR Sfi?,U(,7URA1 STREET S-FC17ONS SfIAL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO PE CITY OF FONTANA FOR APPROVAL UPON COUPZE77ON OF ROUCH GRADING JJ At I MAN1101 15 CLEANOUT FRAMES, COVERS AND VAL VES BOTS SHAZI BE RAISED TO FINISHED GRADE BY THE PAVING C OIV17?A VT01? WON COMPLETION OF PAVING: 34 UPON COYPIEPON OF CONSTRUCTION, CONTRACTOR 51YAll RESTORE All SIGNIN6, SNIPING BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA775FAC7701V OF THE CITY TRAFFIC ENGINEER 35 CONTRACTOR SHALL RE10047F AND/ OR REPIACE LANDSCAPING SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUC1701V TO THE SA 775FA CON OF THE CITY ENGINEER 36 AS8U1,(T ORAWAIGS SHALL BE PROW90 BY INE CONTRACTOR TO /7/[ ENGINEER OF RL -CORD, W/O SIIAII PROVIDE RECORD 9RA 06S TO THE CITY CAICINED? -27' <91 114 f'I FOOT 9 JOIN PER DETAIL "A" 471 ' a 0/ 2' - 47, p 4 �� /,------- — EX AC PAVING 10 CX GRADE ��v --------- x, _LIMITS OF A C Ex C&G----[7] CAPPING 21 2J 18 2 1 24 TYPICAL STREET SECTION 19 CITRUS STREET NO SCALE 'n --g TO 46' --------46' TO 34' 2,95' MAX TO IJ'MIN -- Cir 114 " PER Ix GRAD_.. FOOT 2' 17, TO 2,17, EX AC PA ANG EX GRADE 170 To Z1711 7 _71 7 EX EX C&G A(; /'/'Yltvv L 19 TYPICAL STREET SECTI21 ON 165 ILL® STREET NO SCALE -n-9 IF011) (NTS) IF [A NEW A.C. SF A.0 06RLAY NEW CONCRETE WATER CONSTRUCT 1 1/2" WATER METERb? WITH 2 n WATER SERVICE PER FONTANA WATER DISTRICT Sh), PLAN NO Z PER SEPARATE PLANS APPROVED BY FONTANA WATER COMPANY -_-------------------------------1 EA &VV\AAA&VVV\A1VAAjV~ TOLL FREE -800--227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT GRIND 010' MN, NTN 1 [AV PAVEMENT AND 0 VER1 A r 0. 10' MIN. 77,77�/77, i7 EX PAVEMENT DETAIL "A' NOT TO SCALE MIN, SA PICU 7" AND REMOVE EA' PA 61VENT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR, CITY DATE STANDARDS IN EFFECT. MEET IMPROVEMENT PLANS GENERAL NOTES I All WORK SHALL BE IN ACORDAZE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS THE CONTRACT PRO SIONS AND 77E STANDARD SPECIFICA 77ONS f -OR PUBLIC WOWS C007RUCTION( 1626EV 800ff � All REFERENCE SPECIFICATIONS AND STANDAROSS41AIL BE THE LATEST ID117ON UNLESS OTHERWISE 0/69, 2 WEEN A TECHNICAL CONFLICT IS FOUND TO FA'15T /A/ THE CONTRACT DOCUMENTS 171A TCAN NOT BE RES01 VI -D BY fiIrr_fiINCF TO PRECEDENCE TROWSIONS IN &F 'GREEN BOOK' THE CONTRACTOR SHALL IMMEDIAT51Y REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION J All YA 7b`?1AI 5 AND METHODS ARE SUBJECT TO THE APPROVAL OF VINE CITY ENGINEER, 4 CONSTRUCTION PERMITS 51MII BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 19EIIEZ OPYENT 0EPAR7YENT, ENGINEERING DIKSION PI?16P TO INE START OF ANY WORK INSPEC17ON COOROIAIA1701V SNAIL BE REQUIRED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBIC RICHT- OF- YIA Y WHIN THE CITY LIMITS CALL (909) ,350--7610 5 THE CONIPACT01? SHALL CONFORM TO All TRAFFIC CONTROL POLICIES; METHODS AND PROCEEDUXES 915CR1919 IN THE STATE OF CALIFORNIA YAWN OF TRAFFIC CONTROL, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC, ENGINEER. 6 1T SHALL I 8E THE RESPONS1811 / TY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR OTHER TRAFFIC CONTROL DEWCES AT All WES 71 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM CXCA 11A TION OR NEW11 WON FOR TRENCHES 5 FEET OR GREATER IN 9FP7H FROM THE CALIFORNIA STATE DIKS10AI OF INDUSTRIAL SAFETY' 8 THE WALLS AND FACES OF ALL EZA VA 770VS GREATER THAN N RkF (5) FEET IN DEPTH SNAIL BE GUARDED BY SHORING, SLOPING OF IRE GROUND OR OYER APPROVED MEANS PURSUANT TO IRE REQUIREMENTS OF THE 916101V OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA TRENCHES LESS ThANRVE (5) FEET SHALL ALSO BE GUARDED WEN THE_ POTENTIAL EXISTS FOR GROUND UOVfU[A1[ 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY NNOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE 10 THE I OCA 7700 OF UN117115' SNOW HAVE BEEN DETERMINED FROM AVAILABLE INfROYA g6w, HOWEVER ITSHAZI BE THE RESPONSIBILITY OF THE CONTRACTOR TO OFTERUINE, IN THE FIELD, THE TRUE 1004 77ON AND ELEVATION OF ANY Fr157NG 01177TS, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. PIC CONTRACTOR SHAIZ CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 9VRffl#G DAYS BEFORE EXCA VA 17ON 11 THE CONTRACTOR SHAIZ CORONA T C001RUC7701v W771 All UNIT)" COYPANIFS INCLUDING, 911T NOT INTO 70, GAS, TZHEPHONE, EILCTRIC, CABLE 7F114510NLANDSCAPING, 1405CAPC IRRIGATION DOMESTIC WATER RECLAIMED WATER SEER, STORY DRAN, FLOOD COA17)?a AND CAI TRANS All U171ITY COMPANIES SHALL BE GIVEN TWO WORMING DAYS N017CE PRIOR TO WORK AROUND THEIR I-ACIZIRFS, 12 THE CONTRACTOR SHALL NOT OPERA IF ANY FIRE HYDRANT OR WATER M411V VAI VfS WITHOUT APPROPRIATE AGENCY AUTHORIZATION CONTRACTORS SHALL C00011VA 7F WITH THE APPROPRIATE WATER COMPANY FOR VAI VE OPERATION AND IfA TER REQUIREMENTS 13 CURVE 9A TA REFERS TO THE FACE OF aJR8, 14 STA170NING fiF`FfiS TO THE CENTERNAf OF STREETS EXCEPTWffE OTHERMSE NOTED 15 ADEQUATE CONSTRUCTION CONTROL STAKES 511AZI BE SET BY THE 5VOINF& TO DvAgff THE CONTRACTOR TO CONSTRUCT 771E M21?1( TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSIRUCON 16 THE CONTRACTOR SHALL NOT DISTURB FXIS77A(G SURVEY MONUMENTS, MONUMENT 17 -FS OR BENCH MARKS WNOUT PRIOR NO171CA TION TO THE an' Fvalvm?, 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCIUDING SURVEY MONUMENTS, MONUMENT 77a AND gmai uAlFft's, sIlAzz BE DONE BY A REolsii-9 ovi aolmcu 6P amsEd LAND SURPErol? SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESUZ T OF THIS CONS7RUCTON SHALL BE REPIACF9. THE CONTRACTOR SHALL A1017FY THE ENGINEER ONE WE/( PRIOR TO CONSN11CI70N SO 171AT 77CS TO U04VU073 CAN OF ESTABLISHED FOR ZA)b? REPLACEMENT OF THE MONUMENT 18 IRF CONTRACTOR S11AII MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL RUES A UIN10Y 12 FOOT ZANFOAll BE MAINTAINED AT All 9AES IN THE CONSIRUC, 770AI AREA FOR RESIDENTS AND EMERGENCY VEHICZCS 19 THE CONTRACTOR 9YAII PROWDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE 140 TERIAIG, AT ALL TIMES 20 ALL GRADING OP[RA 77ONS SHAZ I BE DISCONTNbE9 9f IFN SUSTAINED 09 V5/ OC177FS EXCEEDS 25 MILES PER IlaIA' 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RICHT OF WAY DURING COIVSTRIJC7101V Wf IHOUT PRIOR 9RIT7FIV APPROVAI, 22 NO TRENCH BACKFILL SHALL TAKE PLACE fff 771OUT Pl?/O/? APPROVAL OF THE CITY INSPECTOR, 23 A GEOTECHNICAL ENGINEER SHAZI CER17FY All 8ACKFIII COMPAC17ON FAILURE TO OBTAIN THE REQUIRED DENSITY SHAII REQUIRE RE -WORKING OF 771A T POR77ON OF THE 9VRff UN171 771E SPECIFIED DLN51TY /5 OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND S91ALES FROM UNDERMINING STREET IMPROVEMENTS. 11POY INSPECTION OF NE SITE, 771E CITY ENGINEER MAY l?,60UNE TEMPORARY NON ERODI'AbLE SPIAIES ENTERING, OR LEAVING IMPROVEMENTS 25 THE FINAL 106A /70/V AND W9171 OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 77YE OF CONSTRUCTION AND SNAIL CONFORM TO THE CITY OF FONTANA STANDARD I)ETAIZS .26 ALL EXPOSED CONCRETE SURFACES SHAI I CONFORM IN GRADE, COLOR AAD FINISH TO MATCH EXISTING CONCREff-. 27 THI SEWER CONTRACTOR SX411 STAMP AN 'SN IN THE FACE OF ME CURB AT THE LOCATION OF THE SEWER LATERAL. 28 NO CONCRETE SIIAZI BE PLACED IIN171 77YE FORMS AND REINFORCING STf _FI HAVE BEEN PLACED, INSPECTED AND APPROPS2, 29 All UNDERGROUND UTILIZZES SHAIL BE INSTALLED, TESTED AND APPROVED PRIOR 0 PA OF _T TO V`Nc STREET JO APPROVED 50/1 57ERILANT IS REQUIRED UNDER All NEW ASPHALT PAVEMENT PRIOR TO PIACEPE'VT 31 PAVEMENT S7RUC7UA?AI SEC17ONS SHOWN ARE MINIMUM AND SUBJECT TO RF14,5101v AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPIE17ON OF ROUGH CRADINO 32 AC7U4I THICKNESS OF A.C. PAVEMENT AhD/bR845E COURSE MATERIAL FOR Sfi?,U(,7URA1 STREET S-FC17ONS SfIAL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO PE CITY OF FONTANA FOR APPROVAL UPON COUPZE77ON OF ROUCH GRADING JJ At I MAN1101 15 CLEANOUT FRAMES, COVERS AND VAL VES BOTS SHAZI BE RAISED TO FINISHED GRADE BY THE PAVING C OIV17?A VT01? WON COMPLETION OF PAVING: 34 UPON COYPIEPON OF CONSTRUCTION, CONTRACTOR 51YAll RESTORE All SIGNIN6, SNIPING BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA775FAC7701V OF THE CITY TRAFFIC ENGINEER 35 CONTRACTOR SHALL RE10047F AND/ OR REPIACE LANDSCAPING SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUC1701V TO THE SA 775FA CON OF THE CITY ENGINEER 36 AS8U1,(T ORAWAIGS SHALL BE PROW90 BY INE CONTRACTOR TO /7/[ ENGINEER OF RL -CORD, W/O SIIAII PROVIDE RECORD 9RA 06S TO THE CITY CAICINED?