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Home My WebLink About4169-1RANDALL AVENUE SEESHEET2 � LOT 790 SEMI TROPIC LAND WATER a LIME AVENt SEE SHEET 8 I 20C EXISTING ELEVATION -N- FINISHED FLOOR 0 FINISHED SURFACE FG FINISHED GRADE I7 fLOWLINE D EVATION TC TOP Of CURB TB I -OF Of BERM 1W TOP Of WALL TF TOP Of FOOTING TR, TOP Of RETAINING GB GRADE BREAK LIME AVENt SEE SHEET 8 I I _FONTLEE LN. INDEX MAP -SEE-SHEE-T 7 PROPERTY TO BE SCALE: 1'=80' AND GIVEN TO Al VDTETENTION BASIN PER PER SEPARATE LC SEP, GRADING PLAN Q,,),, = 5.40CFS (TOTAL DISCHARGE TO LIME, AVE.) BASIS OF' BEARINGS: BEING THE CENTEKI-INE OF KANDAI-1- AVENUE PER TRACT NO.4-02b, BEING N69029'08" E BENCHMARK CSFB 4015/9,59 BEING A DRIVE F'IN W/55 COUNTY 5URVEYEK5 TAG IN THE TOP- Of THE CURB, WEST RETURN, NOKTI-IWE5T COKNEK Of RANDALI- � F'OF'LAR, ELEV. =-- I I C,3.7 I G DYNAMIC IN\/f5TMF-NT5 ATT: HENRY MELENDEZ 1050 LAKE -5 DRIVE # 150 WEST COVINA, CA 9 1790 PHONE: (G2C,) '33 1 -1 -1-1 1 F -AX/: (G2(;) 93 1-1 47G VICINITY MAP C" p01 I 20C EXISTING ELEVATION -N- FINISHED FLOOR 0 FINISHED SURFACE FG FINISHED GRADE 77 0 fLOWLINE D EVATION TC TOP Of CURB TB I -OF Of BERM 1W TOP Of WALL TF TOP Of FOOTING TR, TOP Of RETAINING GB GRADE BREAK VC VERTICAL CURVE AC ASPHALT EP EDGE Of PAVEMENT PP POWER POLE I I _FONTLEE LN. INDEX MAP -SEE-SHEE-T 7 PROPERTY TO BE SCALE: 1'=80' AND GIVEN TO Al VDTETENTION BASIN PER PER SEPARATE LC SEP, GRADING PLAN Q,,),, = 5.40CFS (TOTAL DISCHARGE TO LIME, AVE.) BASIS OF' BEARINGS: BEING THE CENTEKI-INE OF KANDAI-1- AVENUE PER TRACT NO.4-02b, BEING N69029'08" E BENCHMARK CSFB 4015/9,59 BEING A DRIVE F'IN W/55 COUNTY 5URVEYEK5 TAG IN THE TOP- Of THE CURB, WEST RETURN, NOKTI-IWE5T COKNEK Of RANDALI- � F'OF'LAR, ELEV. =-- I I C,3.7 I G DYNAMIC IN\/f5TMF-NT5 ATT: HENRY MELENDEZ 1050 LAKE -5 DRIVE # 150 WEST COVINA, CA 9 1790 PHONE: (G2C,) '33 1 -1 -1-1 1 F -AX/: (G2(;) 93 1-1 47G VICINITY MAP C" p01 I 20C EXISTING ELEVATION -N- "Mar) @ Rand McNally & company 8.1...06-5-06" I NTS HAMMM WATER COMPANY FONTANA \A/ATER Co. ATTN: MICHAEL J. MCGRAW 6440 NUEVO AVENUE FONTANA, CA 92334 (509),522-2201 FAX: (900) 623-5045 CRA4Vf ORD CANYON MUT, WATER CO ATTN: BILL VANDERKIEFT, JR (G 19) 868-6040 CITY Of FONTANA 8353 SIERRA AVENUE FONTANA CA 92335 (909) 350-6632 ELECTRIC '5OUTHEIR'N CAI IFOIL' NIA ED15ON 7951 REDWOOD AVE. FONTANA- CA 92335 (909),520-5598 UNDERGROUND 0909) 875--5 100 TRAN5MISSIONS (2 13) 637-1 233 PI F'F-',-1 N ES - (909) 357-G233 DISTRIBUTION (800) 422-4 133 GA5 THE GA5 COMPANY ATTN; GREG GA5FAR 1623 I VALLEY BLVD. FONTANA, CA. 92335 (309) 428-84 1 1 EMERGENCIES: (800) 427-2200 TELEPHONE_ PACIFIC BELL TLELFHONE CO. ATTN: VIRGINIA BECKER 3939 E. CORONADO 5T. ANAHEIM, CA 92807 (800) 3 10-2335 GENERAL T1_!L1"HONf_ CON4FAY ATTN: STEVE HOCr1 1400 E. PHILLIPS BLVD. ONTARIO, CA 3 1 766 (909) (800) 122-4133 CABLE ATTN; JACr, HAYI-5 COMCAST CAE3'�1`_ 1205 DUFONT 5T, ONTARIO, CA 9 17G 1 (909) 481-1 1 15 UNDERGROUND 5ERVICE ALERT (800) 227-2 6070 CITY OF FONTANA CONSTRUCRON 01A INSTALL 4.5" MIN. AC OVER 1 2" MIN. 95% COMPACTED NATIVE 5U5GRADE (I 4n3 I Ot"fl- . . .37G TONS AC POPLAR AVENUE SEE INSTALL G.5" MIN. AC OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE (I P,070 5f)", .420 TONS AC ",��SHEET 3 "MIN. AC OVER 0 INSTALL K 12" M 95% COMPACTED 95COMPACTED NATIVE 5UI5GRADE (43,065 5f)-'. 1,005 TONS AC 4 @ INSTALL 8" CURB � GUTTER PER CITY STD. 1003 . . . . . . . 820 Lf 15 LOT WT I3 DILL LANE @3 INSTALL G" CURE.,� GUTTER PER CITY .5TD. 1003 . . . . . . . . . . . . . . . .2, 105 Lf SEE HEET INSTALL 4" PCC SIDE _VVALSTT O. PER CITY 51 . 10 15 8,930 5f S 5 CONSTRUCT DRIVEWAY APPROACH PER CITY 5TD. 1005 5,490 5f et (W= I G') PER PRECISE GRADING PLAN, SHOWN HERE FOR REFERENCE ONLY. SAWCUT EXISTING AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,530 Lf DILL LN Q FL( w REMOVE EXISTING AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . 18>2W 5f COLD PLANE OVERLAY (MIN 0, 1) PER DETAIL SHEET 10 .10,305 Sff INSTALL UNDER LK _K SIDEWADRAIN PER APWA 577D. 151 -1 (W=AS SHOWN) i 2 Lf LOT 12 SEE DETAIL 15 1 --1 ON 51 -IF -ET 10 TALL 6" AC BERM PEP, CITY 51D� 13G . . . . . . . I GO Lf POPLAR AVENI JE INS TO (SKADff . . . . . . . . . . . . . . . . . . . . IEA SEE SHEET 4 0 ADJUST WATER VALVES R/w LOT It 0 REMOVE EXISTING AC BERM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .475 LF HYME WAY INSTALL HC RAMP PER CITY 5TD, I OOG 0 V SEE SHEET 6 103 INSTALL CROSS GUTTER PER CITY 5TD. 105 (W=8') . . . . . . . . . . . . . . . . . . . . . 1 ,9 15 5F 0 - EXISTING SIGN TO BE _OCAI -D . . . . . . . . EA . . . . . . . �G 4 L L TIO 15 TO BE REMOVED . . . . . . . . . . . . . . 1_5 0 EXISTING POWER POLI LUMINAIRE TO BE RELOCATED .2 EA LOCATED . . . . . . . . . . . A f 107 FX15TING fIKE HYDRANT TO BE KE I E LoT 9 106 INSTALL NEW LUMPER INAIRE SEP. STREET LIGHT PLAN 8 EA - 0 EXISTING MAILBOX. TO BE RELOCATED 5 EA FOLE NTECT, A. STORM DRAIN CONSTRUCTION LOT8 INSTALL TRANSITION 5TKUCTL,JP PER AP\A/A 5TD. 342--1 CONNECT NEW I EA FAIL ON SHEET I I KC13 TO EXISTING 15" STORM DRAIN PIPE, DF k CONSTRUCT CONCRETE CRADLE (BLANKE.TPROTECTION) OVER EXISTING WATER MAIN I EA PER APIA 5TD. 2 2 5 --1 DETAIL ON SHEET I -IEADWALL . . . . . . . . . . . . . . . . . . .1 EA 5 LOT7 R 0 REMOVE EXISTING I 7t r- 0 REMOVE EXISTING 15" CMP STORM DRAIN PIPE . . . . . . . . . . . . . . . . . . . . . . . 10 UP _P P - CONSTRUCT PARKWAY CULVERT (RCB) PER LACDPW 5TD. 3055--1 (DETAIL, 5HEET 1 1) 102 LF (D- 2.5', 5=4.0', I_=A5 SHOWN, V=0.33' MIN.) 0 1 \15TALL FARKWAY TYPE MANHOLE FRAME AND COVER. ALHAMBRA FOUNDRY #A- 1530 1 EA OR EQUAL (BITUMINOUS PAINTED) INSTALL CATCH BASIN PER, APWA STD. 300 -2 (W V=AS SHOWN) . . . . . . . . . . . . . . . .2 EA DETAIL ON SHEET 10 "OPOSED TRACTBOUNDARY RE5510N PER AFWA 5TD. 313-2. 13 CONSTRUCT LOCAL DEP CASE 2 EA DETAIL. -T 10 L ON SHEF -_IK HEADWALL PER DETAIL, SHEET I I . . . . . . . . . . . . . . . . . . . . . I EA I N5TALI_ WE INSTALL 24" RCP (D -LOAD 2000) . . . . . . . . . . . . . . . . . . . . . . . . . GO Lf INSTALL HEADWALL PER CALTRAN5 5TD, Db9 . . . . . . . . . . . . . . . . . . . .1 EA - - --------------- INSTALL KIPRAP PAD PER DETAIL, SHEET I I . . . . . . . . . . . . . . . . . . . . . . . . . 50 5f 0 CONSTRUCT 4" FCC 5EIIF_I_WAY, SEE SECTION B-5 511EET 8 1,55 5f (D3 CONSTRUCT SPLASH WALL PER SECTION C --C, SHEET AND DETAIL, SHEET I I . . . . . . . . . I EA *ESTIMATE Of QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES, STORM DRAIN GENERAL NOTES -PRELIMINARY SECTION: FINAL SECTION TO BE DETERMINED 13Y 50IL5 ENGINEER. I . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY Of FONTANA STANDARD 13. THE CONTRACTOR 51-1ALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT PLANS, THE CONTRACT P-ROVI51ON5 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS APPROPRIATE. AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. THE LATEST EDITION UNLE55 OTHERWISE NOTED. 11. STATIONING REFERS TO THE CENTERLINE Of STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EX15T IN THE CONTRACT DOCUMENTS THAT CANNOT 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE BE RE50LVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESPONSIBLE FOR THE PRESERVATION Of BENCHMARKS AND CONSTRUCTION CONTROL STAKING RESOLUTION. DURING CONSTRUCTION . 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL Of THE CITY ENGINEER. I G. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION Of PROJECT SHALL BE IN PLACE ONE BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. WEEK PRIOR TO IMPLEMENTING DETOURS. 17. REMOVAL AND REPLACEMENT Of EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY MONUMENT TIES AND BENCHMARKS, 511ALL BE DONE BY A REGISTERED CIVIL ENGINEER OR DEVELOPMENT DEPARTMENT, ENGINEERING DIV15ION PRIOR TO THE START Of ANY WORK, LICENSED LANE) SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT Of INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE TH15 CONSTRUCTION 511ALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE START Of ANY WORK IN PUBLIC RIGHT--Of--VVAY WITHIN THE CITY LIMITS. CALL (905) 350--7G 10. WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER G. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND REPLACEMENT Of THE NAONUMENT. PROCEDURES DESCRIBED IN THE STATE Of CALIFORNIA MANUAL Of TRAFFIC CONTROLS, LATEST 16. THE CONTRACTOR SHALL MAINTAIN ACCE55 FOR LOCAL RESIDENTS AND BUSINE551-5 AT ALL NON -METRIC EDITION UNLE55 OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. TIMES. A MINIMUNA 12 FOOT LANE 5HALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION 7, IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS AREA FOR RESIDENTS AND EMERGENCY VEHICLES. OF, OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 19. THE CONTRACTOR 5HALL PROVIDE AND MAINTAIN AN INFECTIVE MEANS Of DUST CONTROL, 5. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR INCLUDING ADEQUATE WATERING, AT ALL TIMES. TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVI-91ON Of INDUSTRIAL 20- THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE SAFETY. DEP051TED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING 9, THE WALLS AND FACES Of ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 511AI-L BE CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. GUARDED BY SHORING, SLOPING Of THE GROUND OR OTHER APPROVED MEANS PURSUANT TO 2 1. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL Of THE CITY INSPECTOR,. THE REQUIREMENTS Of THE DIVISION Of INDUSTRIAL SAFETY Of THE STATE Of CALIFORNIA. 22. A GEOTECHNICAL ENGINEER 51-IALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TOOBTAIN TME TRENCHES LE55 THAN FIVE (5) FEET SHALL AL.50 BE GUARDED WHEN THE POTENTIAL EX1515 FOR REQUIRED DENSITY SHALL REQUIRE RE -WORKING Of THAT PORTION OF THE WORK UNTIL THE GROUND MOVEMENT. SPECIFIED DENSITY 15 OBTAINED. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT Of WAY WITHOUT 23. CAKE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALE5 FROM UNDERMINING OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. STREET IMPROVEMENTS, UPON INSPECTION Of THE SITE, THE CITY ENGINEER MAY REQUIRE 1 1. THE LOCATIONS Of UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, TEMPORARY NOW -EPODE -ABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. HOWEVER, IT 511ALL DE THE RESPONSIBILITY Of THE CONTRACTOR TO DETERMINE-, IN THE FIELD, 24. ALL EXPOSED CONCRETE 5URfACF_-5 SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH THE TRUE LOCATION AND ELEVATION Of ANY EXISTING UTILITIES. AND TO EXERCISE PROPER EXISTING CONCRETE. PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END Of THE DAY WITHOUT PRIOR APPROVAL Of SERVICE ALERT AT I-500-227-2GOO TWO WORKING DAYS BEFORE EXCAVATION. THE CITY ENGINEER. 12. THE CONTRACTOR 5HALL COORDINATE- CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXP05E EXISTING FACILITIES, AND VERIFY BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE ELEVATION AND LOCATION Of CONNECTIONS. CITY APPROVAL Of CONNECTIONS TO EXISTING IRRIGATION. DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND FACILITIES DOES NOT IMPLY CORRECTNESS Of ELEVATIONS OR LOCATIONS SHOWN ON PLANS. CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN "TWO WORKING DAYS NOTICE PRIOR TO 27. If EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK AROUND THEIR FACILITIES. THE CONTRACTOR 51-1ALL NOTIFY' THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 26. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 7 77 I III I IN M1 I TOLL ' -REE -qm=mw 1-800-227-2GOO A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT X.XX PROPOSED ELEVATION EXISTING ELEVATION ff FINISHED FLOOR FS FINISHED SURFACE FG FINISHED GRADE FL fLOWLINE D EVATION TC TOP Of CURB TB I -OF Of BERM 1W TOP Of WALL TF TOP Of FOOTING TR, TOP Of RETAINING GB GRADE BREAK VC VERTICAL CURVE AC ASPHALT EP EDGE Of PAVEMENT PP POWER POLE FCC PORTLAND CEMENT CONCRETE SEP SEPARATE 5T IMF STREET IMPROVEMENT STD STANDARD PAD PAD ELEVATION R I M MANHOLE KIM ELEVATION INV PIPE INVERT ELEVATION HDC HIGH DEFLECTION COUPLING FLG TONGED VU MECHANICAL JOINT BC BEGINNING Of CURVE EC END Of CURVE BCR BEGINNING Of CURB RETURN ECR END Of CURB RETURN FL PROPERTY LINE K/W RIGHT -Of WAY CIF CURB FACE CG PIPE CENTER -GRADE Of T MH MANHOLE WC GATE VALVE SEWER - 5--- 5 - WATER -.W-WPROPOSED STREET LIGHT EXISTING STREET LIGHT EXISTING HYDRANT PROPOSED HYDRANT EXISTING MANHOLE EXISTING POWER POLE EXISTING SIGN BLOCK WALL 29. ALL UNDERGROUND UTILITIES 511ALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING Of STREETS, 30. APPROVED 501L 5TERILANT IS REQUIRED UNDER ALL NEW A5PHALF PAVEMENT PRIOR TO PLACEMENT. 3 1. ALL MANHOLES, CLEANOUT FRAMES, COVERS, AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION Of PAVING. 32. UPON COMPLETION Of CONSTRUCTION, CONTRACTOR 511ALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION Of THE CITY TRAFFIC ENGINEER, 33. A5-Bl_JILT DRAWINGS 511ALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER Of RECORD, WHO -911ALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D --LOAD FOR ALL RCP 15 1350. STREET IMPROVEMENT GENERAL NOTES 1, ALL WOR1� SHALL DE IN ACCORDANCE WITH 111E5E FLANS, THE CITY Of fONTANA 5TANDAKD FLAN5, THE CONTRACT PK'OVI5ION5 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON5TRUCTION("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS -911ALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2, WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE- PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR 511ALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION, 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL Of THE CI -D" ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY Of FONTANA ENGINEERING DIVISION PRIOR TO THE START Of ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START Of ANY WORK IN PUBLIC RIGHT -Of --WAY WITHIN THE CITY LIMITS. CALL (909) 350-7G 10. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE Of CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC; EDITION UNLE55 OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER,. & IT SHALL BE RESPONSIBILITY Of THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATOKS, OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES 7, THE CONTRACTOR SHALL OBTAIN A PERMIT TO PE-PfORM.EYCAVATION OR TRENCH WOKIK, FOR TRENCHES 5 FEET OR, GREATER IN DEPTH FROM CALIFORNIA STATE DIV15ION Of INDUSTRIAL SAFETY. 6. THE WALLS AND FACES Of ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING Of THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENT Of THE- DIVISION Of INDUSTRIAL SAFETY" OF THE STATE Of CALIFORNIA. TRENCHES LE -55 THAN (5) fEET SHALL AL50 BE GUARDED WHEN POTENTIAL EXISTS FOR GRCDUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STOKED IN THE PUI31-IC RIGHT AWAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION Of ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITYCON/,PANFE-5 INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, KECLAIMEDVVATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRAN5. ALL UTILITY COMPANIES 511ALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY f IRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE Of CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15, ADEQUATE CONSTRUCTION CONTROL 51-AKF-5 511ALL BE SET BY THE ENGINEER 7-0 ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION Of BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I G. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR I\JOTI f CATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT Of EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY REGISTERED CIVIL ENGINEER OKLICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT Of TH15 CONSTRUCTION 511ALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES 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 MINIMUM 12 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19, THE- CONTRACTOR, SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS Of DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 20, ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR, 2 1. THE CONTRACTOR 51-IALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, 511-T OR DEBRIS 1-0 BE DEPOSITED ONTO PUBLIC OR PRIVATE- PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22, NO TRENCH BACItI`ILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL Of THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTITY ALL BACKFILL COMPACTION. FAILURE TO OBT)I;N THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING Of THAT PORTION OF THE WORK UNTIL THE SPECIFIED DEN51TY 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES. AND 5WAUE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION Of THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERC)DEABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH Of DRIVEWAY APPROACH APRONS 511ALL BE APPROVED AT THE TIME Of CONSTRUCTION AND 511ALL CONFORM TO THE CITY Of FONTANA STANDARD DETAILS. 2G. ALL EXPOSED CONCRETE SURFACE SHALL CONIFOKM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27, THE SEWER CONTRACTOR SHALL STAMP `5" IN THE FACE Of THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE- BEEN PLACED, INSPECTED AND APPROVED, 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING Of STREETS. 30. APPROVED 501L 5TEKILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 3 1, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL Of THE - CITY ENGINEER A5 DETERMINED BY 5011_5 TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32, ACTUAL THICKNESS Of A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY Of FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING, 33. ALL MANHOLES, CLEANOUT FRAMES, COVEK5 AND VALVE BOXES SHALL BE KA15EDTO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION Of PAVING. 34, UPON COMPLETION Of CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE 5AT15fACTION Of THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR 5HALL RELOCATE AND/OK REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION Of THE CITY ENGINEER. 3G. A5 -BUILT DRAWINGS SHALL 51--f, PROVIDED BY THE CONTRACTOR TO THE ENGINEER Of RECORD, WI -10 SHALL PROVIDE RE -CORD DRAWINGS TO THE CITY ENGINEER. THE EXISTENCE AND LOCATION Of ANY UNDERGROUND UTILITY FIFES, CONDUITS OF, STRUCTURES 511OWN ON THESE PLANS ARE OBTAINED BY A SEARCH Of THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE c6NTRACTOK 15 REQUIRED TO TAKE PRECAUTIONARY MEA5UKE5 TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR fUP,THEF\' ASSUMES ALL LIABIL-ITY AND KE5FON51biLITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THE -9f DRAWINGS. CONTRACTOR AGREES THAT ME SMALL ASSUME BOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE 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 COUNTY, THE OWNER AND THE ENGINEER HAKMLF55 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON TM15 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE 50LE NEGLIGENCE OF THE OWNER OR, THE ENGINEER. Prepared Under The Supervision Of land planning civil engineering phone 909.748.7777 fax 909,748.7776 thatc ier engineering & associates, inc. 4 surte 'b' rediands, ca 92374 'Vc,Vm W. TE Cq6, -xr I R -C, ff. 3906�1 I- ,. pec ,3 ,, 2007 I cferren lol�) No J 106C,02 I OG'/2G/077 J,� 7'jjo,l by K i0bG02K,1 PA VING LEGEND AC PAVING COLD PLANE � OVERLAY REMOVAL CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT,PLANS R.C.E. 51152 SCALE AS 511OWN DATE; JUNE 2007 DRAWNG NO.; 41 G9 515 CIVIi JK CHECKED BY: MWT CN- PA VING LEGEND AC PAVING COLD PLANE � OVERLAY REMOVAL CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT,PLANS R.C.E. 51152 SCALE AS 511OWN DATE; JUNE 2007 DRAWNG NO.; 41 G9