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Home My WebLink About3557-1r IF �,.4.. PS`+: :1' to t. 8++.,, e4'Y. 7., �,b.Y.. „�-... E fi. p iiti.• �; k'o• �4" 71.8,•4;?.-• ":t'U. :IIS �. +� '"i � g,. � n., ,.,.. 1•i eT k. i^i { {t�, -r. F o. *t �.� ., 8 'a „ �. .. ...'�' i.. l� N' ^,,; r;. rr , u,� t '.1, !� .,;V G ,. '7R' �. \' ,, G, i� � 'S {. ',E�i d`� � .,{ �: h 2J r,. tut..,'; „4 •; s. �. r< „r, e, �' >.. � -ry Y �t,,,.,,: , � ., , .. .,: ,, � i ,ir ha , ,:rr v t w..�', „t ? �, ,,� ,' , 3„• �4 � a, n$, � u -t..{ ,, 0 ANA AVENUE s 17IE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CITRUS AVENUE AS SHOWN ON RECORD OF SURVEY BEING NORTH 00' 02' 48” WEST PER R.5 98 - 33 11V THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. SEHER CONSTRUCT 6" DIA, VCP SEWER LAIERAL FL 0 2., (VERIFY DEP 7H PRIOR TO START OF CONSIRUC770N,�--------------------------50 LF WA MR SLOVE(r 50 CONSTRUCT 2 INCH METER DOMESTIC WITH 2 INCH SERVICE TO BE CONSTRUCTED SAWCUTANDREMOVFEXISI7NGCURBAND GUTTER------------ Qz BY FONTANA WATER COMPANY STD NO. 38-- ---- - - - -- --- - - - - - - - I FA 51 NEW 6 INCH FIRE HYDRANT TO BE CON57RUCTE9 BY FONTANA WATER LF 8353 SIERRA AVENUE COMPANY PFR STD? N0. 2A---------------------2 FA 52 SANTA I FA ANA AVENUE s 17IE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CITRUS AVENUE AS SHOWN ON RECORD OF SURVEY BEING NORTH 00' 02' 48” WEST PER R.5 98 - 33 11V THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. SEHER CONSTRUCT 6" DIA, VCP SEWER LAIERAL FL 0 2., (VERIFY DEP 7H PRIOR TO START OF CONSIRUC770N,�--------------------------50 LF { 0 WA MR 6,330 50 CONSTRUCT 2 INCH METER DOMESTIC WITH 2 INCH SERVICE TO BE CONSTRUCTED SAWCUTANDREMOVFEXISI7NGCURBAND GUTTER------------ 115 BY FONTANA WATER COMPANY STD NO. 38-- ---- - - - -- --- - - - - - - - I FA 51 NEW 6 INCH FIRE HYDRANT TO BE CON57RUCTE9 BY FONTANA WATER LF 8353 SIERRA AVENUE COMPANY PFR STD? N0. 2A---------------------2 FA 52 EXISI7NG WATER METER TO BE REMOVED BY FONTANA WATER COMPANY- - - - I FA 53 EX1517NG FIRE HYDRANT TO BE ABANDONED AND REMOVED 8Y FONTANA 7951 REDWOOD AVENUE REMOVE FX/5'77114G 18' CMP STORM DRAIN - - - - - - - - - - -- - --- -- WATER COMPANY ------------------------I FA 54 CONSTRUCT 4 INCH DOUBLE DETECTOR CHECK VALVE BY FONTANA - 1 FA WATER COMPANY -----------------------I FA 55 CONSTRUCT 1 112 INCH IRRIGAT70N METER W7H 1 112 INCH SERVICE BY FONTANA, CA. 92.335 CONSTRUCT WOOD POST METAL SLAM GUARD RAILING PER CAL TRANS` SID, WATER C0MPANY-------------------------1 EA { 0 SAWCUTANO REMOVE EXISRNGA.0 PAVING--------------- 6,330 SF Q SAWCUTANDREMOVFEXISI7NGCURBAND GUTTER------------ 115 LF (818) 448-6183 SAWCUTANDREMOVEEXISTING A.C. CURS------------------- 175 LF 8353 SIERRA AVENUE REMOVE EXISTING CONCRETE HANDICAP RAMP & CONCRETE WALK- - - -- - - -- 525 SF Q RFMOVEEXISTINGCATCH8ASIN---------------------- 1 FA 7951 REDWOOD AVENUE REMOVE FX/5'77114G 18' CMP STORM DRAIN - - - - - - - - - - -- - --- -- - 30 LF (909) 357-6231 ( o OF MERRILL) REMOVEAND RELOCA 7EEXISI71VGSIGH-----_---------- --- - 1 FA NEW 91/5 84 REMOVEEXISTWGPONERPOLEAND GUY WRE----------------- 3 EA FONTANA, CA. 92.335 CONSTRUCT WOOD POST METAL SLAM GUARD RAILING PER CAL TRANS` SID, FOOT 17 CABLE TV MAIN A.0 OVERLAY'S... L,,aN NO, A77 -C 8W AND PER DETAIL AS SHOW ON SHEET 6- - - - - - - _ - - - 160 LF 10 REMOVE AND RELOCATE EXISI7NG TRAFFIC PuL BOX - - - - -- -- - - - - 3 EA 11 REMOVE AND RFLOCATF IXIS71AIC SIGNAL 110T AND STREET LIGHT GENERAL TELEPHONE EDISON BOX 9000 HELLMAN AVENUE (PERSICNAL AND IICH7NOPLAN) --------_----------- 1 FA l2 ADJUST EXISTING WATER VAL VE TO NEW GRADE PER CITY STD 130_ - - - - -- I FA 13 ADJUST EX1517NG SEWER CLEAN OUT TO NEW CRAPE- - - - - - - - - - - 1 FA 14 REMOVEEX/5/7NG TREES----------------------------------- LS LS 15 R -MOVE EXISITNMAL BOX-------------------------- I EA 16 PROTECT IN PLACE ASSHOWN ----------------------- LS IS 17 REMOVE EXISTING 6' HIGH CHAINLINK FENCE- - - - -- -- - --- - - -- -- -- --. 430 Lf- FREMOVE REMOVEEXISTINGBLOCKWALL--------'---------------------- 108 EA 19 REMOVE AND RELOCATE EXISTING PEDESTRIAN GROSSING LIGHT (PER SIGNAL AND IIGH771VG PLAN,)------------------_--- I FA REMOVEEXIS17NG WOOD FENCE --------------------- 50 LF 21 REMOVE EXISTING 24" DIA. RCP PIP[ OR FILL W1T7Y SAND LN PLACE- - - - - - 30 LF 25 CONSTRUCT 8' CURB AND GUTTER PER CITY SID PLAN NO. 1003 - - - - - -- 24-6 LF 26 CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY DETAIL N0. 1005A WASSHOff---'-_-_.-----_-__--_---_------- 1084 SF 27 CONSTRUCT 30 INCH DTA. RCP STORM DRAIN D--2250- -- - - ---- - - -- - - --- 18 LF 28 CONSTRUCT BUS 13A PER CITY STD NO 1014- - -- -- - - - - - _ --- __ 2100 SF 29 CONSTRUCT M/W 6.,5" A. C, OVER 12" OF 957,, COMPA CTo NATIVE SUBGRABE 20,520 SF 30 CONSTRUCT ACCESS RAMP PER CITY DETAIL NO. 1006 - - _- -- - - - - - - 176 SF 3l CONSTRUCT CA 701 BASIN PER A,PWA, STD PLAN NO. 300-2 AS SHOWN ON SHEET5, W-14; V=478` ----- --- ------------------ 1 FA 32 CONSTRUCT 8' CONCRFIE CURB ONLY PFR CITY DETAIL NO 1003 (8' CF) - - - 220 LF 33 CONSTRUCT 01' MINIMUM A.0 CAPPING PER DETAIL '; -- - - - - - - - - - 4850 SF 34 INSTALL STANDARD STREET LIGHT (PER STREET LIGHT PLAN t ,3557 L T)- - - - - 5 FA 35 CONSTRUCT CONCRETE SIDEWALK PER CITY SIT„'. DRAWNC NO. 1015- - - - - - 3270 LF 36 CONSTRUCT A. C. DIKE (8" CURB) PER CITY STD. NO, 136 - - - - - - -- -- -- 145 LF 37 INSTALL 'NO PEDESTRIAN WALK"SIGN------------------ 1 FA 38 CONSTRUCT LOCAL DEPRESSION PER A. P, WA. SID.. PLAN NO 313-I CASE 8 PER DETAIL AS SHOWN ON SHEET ---------------! 2 FA 39 CONSTRUCT 24" DIA. RCP. D-2250 STORMDRAIN- - - - - - --- --- - - - 275 LF 40 CONSTRUCT MANHOLE PER APWA 51D PLAN NO 321-1- - - - - - - - - - 2 FA 41 CONSTRUCT PIPE INLET TYPE GMP PER CAL TRANS STD NFJ 975A AND PER DETAIL AS SHOWN ON SHEET 4 AND 6---------------- I FA 42 CONSTRUCT CATCH BASIN PER A,PWA. STD PLAN N0. 300-2 AS SHOWN ON SHEETS, 91=35' V--747'-------------------------- 1 EA 43 REMOVFEXISPNGBULKHEAD--------------------- -------_---- 1 FA 94 CONSTRUCT 0.67' X 2' HIGH HEADWALL -- - -- - -- - - -- --- -- -- - - - -- - 10 LF �v EX A. C VARIES 18' TO 35' 14'� 2i NEW AC CAP 21 EX PA V1, EX PA 2'---1 f-®-- NEW A. C. –' NEW 55' i --_----_ — __–_---FX PAVING ` 187�L/or! 11:71,11" r M p,X 114" PER FOOT x PROP CURB NEW CONC t WALK 12' GRADE 114' PER 1-00T IC w...: –PROP. CURB L£CEND (N TS) GRIND 0.10' MIN. EX PAVEMENT AND _5' MINI MlN f r NEW A, C.QVERLA }' 0.10' MlN SAWCUT AND REMOVE EX PAVEMENT 177 1 IT11 A. C OVERT -AY I'ILI %M'w' EX PAVEMENT NEW PAVEMENT NEW CONCRETE ��----®�--- DE TAIf A NOT TO SCALE TYPEAZ AT ALL AC ANTS CUR8 Ll TIL/ TYICTI ICA TION WATER. 54N GABRIEL VALLEY WATER COMPANY NEW ELEVA 77ONS 11142 GARVEY AVENUE TOP OF PAVEMENT EL MONTE, CA. 91734 TOP OF CURB (818) 448-6183 SEWER° CITY OF FONTANA 56' 8353 SIERRA AVENUE l0' 12f TOP OF WALI (909) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 9' 7951 REDWOOD AVENUE ------VARIES 18' TO 35, FONTANA, CA. 90J6 WATER VAL VE (909) 357-6231 ( o OF MERRILL) EDGE OF PAVEMENT (909) 357--6223 (SCI. OF MERRILL) GAS- NEW 91/5 84 114' PER 16231 VALLEY BOULEVARD 27 1 27 NEW A. C 217 FONTANA, CA. 92.335 SLAB FOOT 17 CABLE TV MAIN A.0 OVERLAY'S... L,,aN WATER METER $ NEW CONC TRANSMISSION DIVISION wr�� FX. PAVING 2191 E: BIRCH S71? -FET STREET LIGHT WALK �v EX A. C VARIES 18' TO 35' 14'� 2i NEW AC CAP 21 EX PA V1, EX PA 2'---1 f-®-- NEW A. C. –' NEW 55' i --_----_ — __–_---FX PAVING ` 187�L/or! 11:71,11" r M p,X 114" PER FOOT x PROP CURB NEW CONC t WALK 12' GRADE 114' PER 1-00T IC w...: –PROP. CURB L£CEND (N TS) GRIND 0.10' MIN. EX PAVEMENT AND _5' MINI MlN f r NEW A, C.QVERLA }' 0.10' MlN SAWCUT AND REMOVE EX PAVEMENT 177 1 IT11 A. C OVERT -AY I'ILI %M'w' EX PAVEMENT NEW PAVEMENT NEW CONCRETE ��----®�--- DE TAIf A NOT TO SCALE TYPEAZ AT ALL AC ANTS CUR8 Ll TIL/ TYICTI ICA TION WATER. 54N GABRIEL VALLEY WATER COMPANY NEW ELEVA 77ONS 11142 GARVEY AVENUE TOP OF PAVEMENT EL MONTE, CA. 91734 TOP OF CURB (818) 448-6183 SEWER° CITY OF FONTANA CENTER UNE 8353 SIERRA AVENUE BACK OF WALK FONTANA, CA. 92335 TOP OF WALI (909) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY FIA95HED FLOOR 7951 REDWOOD AVENUE TOP OF GRA IF FONTANA, CA. 90J6 WATER VAL VE (909) 357-6231 ( o OF MERRILL) EDGE OF PAVEMENT (909) 357--6223 (SCI. OF MERRILL) GAS- SOUTHERN CALIFORNIA GAS COMPANY WATER MAIN 16231 VALLEY BOULEVARD SEWER MAIN FONTANA, CA. 92.335 ELECTRICAL, TELEPHONE Atta LOU W[STFALL CABLE TV MAIN (909) 689-9711 WATER METER SOUTHERN CALIFORNIS GAS COMPANY SEWER MANHOLE TRANSMISSION DIVISION FIRE HYDRANT 2191 E: BIRCH S71? -FET STREET LIGHT BREA CA. 92621 (714) 529-2889 TELEPIYONE.• GENERAL TELEPHONE EDISON BOX 9000 HELLMAN AVENUE ED/SON 7RANSFORMER RANCHO CUCAMONGA, CA. 91730 EDISON SWITCH BOX BREA, CA. 92621 CA.TV VAULT (909) 945-J562 TREE PACIFIC BELL 90 TER VAL OF 3939 E: CORONADO STREET ANAHEIMY, CA, 92807 BREA, CA. 92621 (714) 999-563.9 (0.0) EXISTING ELEVATIONS O.0 NEW ELEVA 77ONS 7P TOP OF PAVEMENT TC TOP OF CURB FL FLOW LINE CL CENTER UNE BW BACK OF WALK TN TOP OF WALI FS FINISHED SURFACE IF FIA95HED FLOOR TG TOP OF GRA IF WV WATER VAL VE EP EDGE OF PAVEMENT ---G---- GAS MAIN __- lY_--_ WATER MAIN --- S ---- SEWER MAIN ---ETC - ELECTRICAL, TELEPHONE CABLE TV MAIN E� WATER METER G) SEWER MANHOLE ,4, FIRE HYDRANT STREET LIGHT d THRUST BLOCK C� EDISON BOX ID ED/SON 7RANSFORMER 9 EDISON SWITCH BOX ® CA.TV VAULT TREE 90 TER VAL OF GS GAS METER MH MAN HOLE SD STORM DRAIN HC HANDICAP -S- SEWER MAIN -W' WATER MAIN ST 57REET LT LIGHT PP POtYER POLE CB CATCH BASIN SW STEM WALL W WATER MFTER FH FIRE H)VRANT SCO SEER CLEANOUT 97PECT NPONT AND 9TOWPAN PLAA19 CEWAL AIDIT9 I ALL FORK SHALL BE IN ACORDANCE IY17H THESE PLANS, THE CITY OF FONTANA STANDARD PLANS THE CONTRACT PROWS/ONS AND THE STANDARD SPECIFICA77ONS FOR PUBLIC HVRKS C0N5TRUC770N( "GREEN BOW , ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS 07HERWSE N070 2 WEN A TECHNICAL CONFLICT lS FOUND TO EXIST IN TNF CONTRACT DOCUMENTS THAT CAN NOT BF RESOL IED BY REFERENCE TO PRECEDENCF PR014SIONS IN THE "GREEN 800K$ THE CONTRACTOR ,SNAIL IMMED/AInY REPORT SAID CONFLICT TO THE CITY FNCINEER FOR RESOLU770N 3 ALL MATERIALS AND METHODS ARE SUBJECT TO TIFF APPROVAL OF THE CITY ENGINEER 4 CONSTRUC77ON PERMITS SHALL BE OBTAINED FROM THF CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DI KSION PRIOR TO 711E START OF ANY WORK. I0PEC770N COORDINA770N SHALL BE RFQUIREQ AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT -OF -NAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5 THF CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEEDURES DESCRIBED IN IRE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROL, LATEST NON -METRIC E91170N UNLESS OTHERNISE DIRECTED BY THE CITY TRAFFIC ENGINEER 6 IT SHALL BF 7HE RE:5'PON5181UTY OF THF CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC COA17ROI_ DEV/CES AT ALL TIMES. 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVAI701V OR TRENCH MMORK FOR TRENCHES 5 FEET OR CREA7ER IN DEPTH FROM THE CALIFORNIA STATE 9/05/0N OF INDUSTRIAL SAFETY. 8 THE HALLS AND FACES OF ALL EXCAVA770NS GREATER THAN AVE (5) FEET IN DEPIH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR O7ER APPROVED MEANS PURSUANT TO 711E REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FLET SHALL ALSO 8E GUARDED WEN 7HE POTN17AL EXISTS FOR CROUND MOVEMENT 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN 9W_ PUBLIC RIGHT OF WAY WTHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE 10 THE LOCA 17ONS OF UTILITIES SHOW HAVE BEEN DETERMINED FROM AVAILABLE INFROMA770A! HOEVER 1TSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, /Al THE FIELD, THE TRUF 1OCA 17ON AND ELEVA770Y OF ANY EXIS771VG U17LIZ5, AND TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGF THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-600-227-2600 TWO WORKING DAYS BEFORE EXCAVATION 11 THE CONTRACTOR SHALL COORDINA7E CON57RUC7701V WITH ALL U17117Y COMPANIES INCLUDING BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE 1100A /70/v DOMESTIC NATER, RECLAIMED WATER, SFt4ER, STORM DRAIN FLOOD CONTROL AND CAL TRANS ALL U77LITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACIZ177CS 12 7HE CONTRACTOR SHALL NOT OPERA lE ANY FIRE HYDRANT OR WATER MAIN VAL VES NITHOUT APPROPRIA lE ACENCY AU171ORIZA770N. CONTRACTORS SHALL. COORDINATE WITH THE APPROPRIATE NATER COMPANY FOR VALVE OPERATION AND NATER RLQUIREMENTS. I3. CURVE DATA REFFRS TO IRE FACE OF CURB. 14 STA170AIING REFERS TO THE CENTERLINE OF 57RFF7S EXCEPT WHERE OIHERWSE NOTED 15 ADEQUATE CONSTRUCIION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THF WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVA1708 OF BENCHMARKS AND CON57RLJC77ON CONTROL STAKING 0RIAIG CONS7RUC170N 16 THE CONTRACTOR SHALL NOT D157URO EXISTING SURVEY MONUMENTS; MONUMENT T115 OR BENCH MARKS WITHOUT PRIOR NOAFICA17ON TO THE CITY ENGINEER 17 REMOVAL AND REPLACEMENT OF EXISI7NG SURVEY CONLY01, INCLUDING SURVEY MONUMENTS; MONUMENT J7[5 AND BENCH MARKS, SHALL 8F DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SURVEY MONUMENTS THAT MILL BF DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSIRUC170N 50 THAT TIES TO MONUMENTS CAN BE F51481I5HED FOR LATER REPLACEMENT OF THE MONUMENT. 18 111E CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL l7M[5 A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL LIMES IN THE COIVSTRUC1701V AREA FOR RESIDENTS AND EMERGENCY VEHICLES 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDIAIG AD6QU47E WATERING, AT ALL TIMES 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WND VELOCITIES EXCEEDS 25 MILES PER HOUR 21 THE CONTRACTOR SIY'ALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO 8E DEPOSITED ONTO P08YC OR PRIVATE PROPERTY ADJACENT TO THE RICHT OF NAY DURING CONS7RUC770N WTHOUT PRIOR WRITTEN APPROVAL. 22 NO TRENCH BACKFILL SHALL TAKF PLACE WTHOUT PRIOR APPROVAL OF THF CITY INSPECTOR 23 A GEOTECHNICAL ENGINEER SHALL CER17FY ALL BACKFILL COMPACT ON FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE MOW UN7Z THE SPECIFIED DENSITY /S 08TAINE9, 24 CARE SHOULD BF TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS UPON IAISPEC1701V OF THF S17F, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON- ERODEABLf StfALFS ENTERING OR LEAVING /MPROVEMEN7S. 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THF 17ME OF CONSTRUCTION AND SHALL CONFORM TO THE 011Y OF FONTANA STANDARD DETAILS 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXIS171VG CONCRETE: 27 THE SER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF 111E CURB AT 711E LOCATION OF THE SEWER LATERAL. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING SIE£[ HAVE BEEN PLACED, INSPECTED AND APPROVED 29 ALL UNDERGROUND U17LIPES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREET 30 APPROVED 50/1 STFRILANT lS REQUIRED UNDER ALL NEW ASPHAL T PAVEMENT PRIOR TO PLACEMENT 31 PAVEMENT STRUCTURAL SE017ONS SHOWN ARE M/N/MUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY 50/15 TESTS TAKEN AF7ER COIYPZE170N OF ROUGH GRADING 32 ACTUAL THICKNESS OF A, C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SEC17ONS SHALL SF RECOMMENDED BY A GE07ECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33 ALL MANHOLES. CLEANOUT FRAMES, COVERS AND VAL UFS BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVIA10 COA17RAVTOR UPON COMPLETION OF PAVING 34 UPON COMPLETION OF CONSIRUC170N, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SAI7SFAC11ON OF THE CITY TRAFFIC ENGINEER 35 CONTRACTOR SHALL RELOCATE AND% OR REPLACE LANDSCAPING, .SPRINKLERS AND SIDEWALKS AFFECTED BY 7HF COAISTRUC1701V TO THE SAI75FAC1701V OF THE C1 TY ENGINEER 36 AS --BUILT DRAWINGS SHALL 8E PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER 97 ADVAAICF CON5TRUC770N SIGNING INDICATING DIJRA1701V OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS 38 STATIONING REFERS TO THE CENTERLINE OF STORMDRAIN EXCEPT OTHFRWSF NOTED 39 NO OPEN TRENCH SHALL BE ALLONFD AT THE END OF THE DAY 1491HOUT PRIOR APPROVAL OF THE CITY ENGINEER 40 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350 (ALL RCP)