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Home My WebLink About3144-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE .WITH THESE PLANS, THE CITY OF FONTANA CITY OF FONTANA UTILITY NOTIFICATION LIST STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'S CITY OF FONTANA PACIFIC BELL CO. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER UNLESS OTHERWISE NOTED. 8353 SIERRA AVENUE 3939 E.CORONADO STREET 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE FONTNNA, CA 92335 ANAHEIM, CA 92807 O� D RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK , THE CONTRACTOR (909) 350-6632 (714) 666-5467 SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, ATTN: GREG GASPAR ATTN: JACK HAYES - SUMMI• 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONT4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA (909) A, 84CA. 92335 ONTARIO, CA. 91761 gyp, COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR EMERGENCIES: NCIES: 11 (909) 390-4738 EMERGENCIES: (800) 427-2200 TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL. BE REQUESTED GENERAL TELEPHONE COMPANY AT LEAST TWO WORKING DAYS PRIOR TO THE START OF AN`.' WORK IN PUBLIC SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONT4NA, CA. 92335 ONTARIO, CA. 91766 w z j 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 909'1 820-5598 - UNDERGROUND (800) 422-4133 PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST 9094) 875-5100 - TRANSMISSIONS NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 2134; 637-1233 - PIPELINES FONTANA WATER COMPANY J 9094) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 800`) 422-4133 8440 NUEVO AVENUE w DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. FONTANA, CA 92335 IGHND �--- CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201' AVE 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF (619,') 868-6040 INDUSTRIAL SAFETY. SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE UNDERGROUND SERVICE ALERT (800;. 227-2600, GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF DIVISION OFTRENCHES LESS THANE FIVE (5) FEETNDUSTRSHALLL AALLSO BE c AR ED WHEN THE OF THE STATE OFOTEWIAL EXISTS PRIVATE ENGINEER'S NOTICE TO CONTRACTORS VICINITY FOR GROUND MOVEMENT. _ NOT TO SCALE 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES rJU SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; PAD A OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT -M- THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 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 DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. SHOWN ON THESE DRAWINGS. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- - - BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT TRACT MAP N0. 15839-3 ` CAL.TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS .NOTICE PRIOR TO THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING -HOURS; WORK AROUND THEIR FACILITIES. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER SA AND THE EN_ GINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, RINE S E E SHEET N 0 , 2 ANTELOPE 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT IN CONNECTION ON BECTI ARISING IHTHE PERFORMM THE ANCE E NEGLWORK IGENCE NCE ON THIS OWNER TOR THE �4AD LANE APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE + �.� INDEX MAP WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. ENGINEER. GONE)!& NOB :5 FONT iJ.� 1"=150' 13. CURVE DATA REFERS TO THE FACE OF CURB. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT I W5T.ALL 4" ` UC• q 40 PV SLEEVE 220 L. F ALL DISCRE' ANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. CONSTRUCTION NOTES QUANTITIES 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE N K-�'-----`"oL N THE CONTRACTOR TO CONSTRUCT THE WORK T0, THE PLAN GRADES. THE CONTRACTOR SHALL 91. Cum OPEtaew A - -� j 1 CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED 236,600 SF BE RESPUt4,: 71 F FOR THE PRESERVAT,.ON OF BENCHMARKS AND CONSTRUCTION CONTROL E C"T BAB'" IS) NATIVE I' " - - - - - I I O NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) STAKING DURING VUNSTRUCTION. $3t2o I I NOTE' 2,650 F Get- I B = _; 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. \' %� CONSTRUCT 8"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 - 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES A - -e PaNr o CURB 1 2• THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENF CURB. ( S } CONSTRUCT 8"CF CURB ONLY PER CITY STD. PLAN N0. 1003 5,335 LF POINT OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. POINT C W"T.( THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 RIDGE 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE 4 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY PDINr E W OUTER EDGE Of THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. O MODIFIED TO 10' WIDE. 2,700 SF MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML W A B „ PO[NT F POINT G 4, IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: ENGINEER OR LICENSED AND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED <4 _O*ECWN OF FLOW L81� - , � Fro, 20 THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LONE �5 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 7 EA AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL m o ELEVATIONS AT POINTS A AND D, RESPECTIVELY. 16 430 SF z ami N K WD L N -=�V THE ELEVATIONS Of POINTS P AND R SHALL BE SET Hp HIGHER THAN THE GUTTER FLOW LINE CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS ELEVATIONS AT POINTS B AND C, RESPECTIVELY. CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. �}- --- = _ - _ �� THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST �7 POINT D GUTTER FLOW UNE. CONSTRUCT DRIVEWAY - STREET TYPE INTERSECTION, W & R= 6 EA 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSESPANT B POINT C WHERE THERE IS NO GUTTER ADJACENT TO THE LO(AL DEPRESSION, THE ELEVATION OF PAIRT- PER PLAN FLOW L AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE INE PROFILE OW LINE E SHALL BE SET Hg HIGHER THAN THE ELEVATION Ai THE NEAREST TOE OF CURB. CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ;ASE A5. DIMENSIONS: �8 GRIND PAVEMENT & CONSTRUCT VARIABLE THICKNESS AC PAVEMENT 7525 H N L Wo - L N H - NOTED ON THE PROJECT PLANS. OVERLAY 1-1/2" (MIN) SEE DETAIL HEREON. W. ° H - NOTED ON THE PROJECT PLANS. 19. THE CONTRACTOR SHALL PROVIDE ANO MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, «�� CURB OPENING - - H2 - NOTED ON THE PROJECT PLANS. ®W CAT BASIN (S) (- - - - - � H, - NOTED ON THE PROJECT PLANS. CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. 'STD. PLAN 313-1 5 EA INCLUDING ADEQUATE WATERING, AT ALL TIMES. $;g�, I I I I c G - 600 mm (2 Feet) CASE AS NOTED & DETAIL HEREON; H =3 1/4" Fit} 5 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES - - _ = = _ = w = K - 1.5 m (L - 1.8 m (5 Feet} 10 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN 8 EA EXCEED 25 MILES PER HOUR.CURB' POINT A INT B POINT c POINT D C&B 5 M - 1.2 m (4 Feet) NO. 1015 (SCE #20) + yA OUMOI N - 1.5 m (5 Feet) 21 EA 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE y We- CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY POINT E FOR MUTIPLE CATCH BASINS. 1 1 DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (B INCHES). STD. NO'S. 109 & 130. i�C CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 4 r. DMIMM OF FLOW -. �`«r F PLAN INT G 2 1 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL t�5 1 OO SF zm -° Of FLOW 9� VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC 12 SAWCUT AND REMOVE EXISTING AC PAVEMENT. W L N z o VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.}" _ - ° - L BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALIES USED FOR CONSTRUCTION SHALL BE ENGLISH 140 LF _ _ I VALUES. 13 S�'�WCUT AND REMOVE EXISTING CURB &GUTTER. 23, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE - - F 14 CONSTRUCT BUS -BAY PER CITY STD. PLAN NO. 1014. 2,690 SF TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE POINT ° WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. AFLOW LINE PROFILE C f10W "«E 15 CONSTRUCT 8" A.C. DIKE PER CITY STD. PLAN NO. 136. 30 LF CASE 16 CONSTRUCT RAMP DEPRESSION ONLY - IN CURB RETURN PER CITY 2 EA 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 25 11 (1'T 150 (6-) 26""" `1"' Imo^„^ ,6., 25'"" 1'' STD. PLAN NO. 1006 (NO CONIC. APRON) STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE mm M M µ,G,oR VAR. TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. _ _ _ 091 ,,,,, V� R. VAR. I $ ADJUST EXIST. STRUCTURE TO GRADE. 3 EA I CURB- _ ", c 'e, VALLEY RID VALLEY 19 REMOVE EXIST, ST. LIGHT (BY OTHERS) PER TRAFFIC SIGNAL PLANS 2 EA 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE I I; TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. I m� CONSTRUCT RAMPED CURB RETURN AS MODIFIED PER DETAILS SHT 2, & 4 EA t. CITY STD. PLAN NO. 1006 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH SECTION A -A SECTION B -B SECTION C-Gi2i f N5TALL (� I' 5cH. 4o C'V.G. 5L> EVE 220 L. EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PUKJC Wt�W)s PC °�°°°;� LQCAI. DEPRESSIONS .4T CATCH BASINSQ N 313 -1 re". is" SHEET t OF 4 USE VMSTANDARD T10RS POR PUBLIC YIN)ItKS CONSTRUCTION PROP.R/W EXIST.R/W 13' LANDSCAPE 12' & SEWER EASEMENT 7' t° DEDICATIO 64�, T Y4" PROP. CONC. SIDEWALK . PROP.R/W 13' LANDSCAPE 8' & SEWER EASEMENT 2' I1 1 R/W IE PROP.R/W 20' 143' LANDSCAPE 12' 60' 59' 12' PROP.R/W EASEMENT AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARMETRIC D PLAN LOCAL DEPRESSIONS AT CATCH BASINS 9 313-1 SHEET4OP4 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 5' I 7' 64' 51' 10' 2' 13 Ko �ol`vI ool �g P A PER THIS CONSTRUCTION PROP.R/W EXIST.R/W 13' LANDSCAPE 12' & SEWER EASEMENT 7' t° DEDICATIO 64�, T Y4" PROP. CONC. SIDEWALK . PROP.R/W 13' LANDSCAPE 8' & SEWER EASEMENT 2' I1 1 R/W IE PROP.R/W 20' 143' LANDSCAPE 12' 60' 59' 12' PROP.R/W EASEMENT AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARMETRIC D PLAN LOCAL DEPRESSIONS AT CATCH BASINS 9 313-1 SHEET4OP4 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 5' I 7' 64' 51' 10' 2' 13 Ko �ol`vI ool �g P A PER THIS CONSTRUCTION PER TR. NO. 15839 R/W 94' 1 10' 36' 34' 12' LANDSCAPE EAS7MENT SAWCU REMOVE 7' 5' EXIST. AVEMENT 20' 20' LEVEL LINE 0.67 t 8' EXIST. Cdr 'SIDEWALK PROP. AC PROP. AC PAVEME rpAvEMENT _ 2% _ _ 27.! PROP 0.5' PROP. CURB URB d�NC' 1RCS _ 5' EXIST. CONIC. UTTER CURB & GUTTER 28, 14, "--�I 28' EXIST. 17" CML nt W TYPICAL SECTION WATER MAIN EAST FRONTAGE ROAD N.T.S. TI=9 PER THIS CONSTRUCTION PER TR. NO. 15839 R/VS 94' 10' 48' 34' 12' LANDSCAPE EASEMENT SAWCUl REMOVE 7' S' EXIST. AVEMENT- 20' 20 LEVEL UNE 0.67 2' 4' OP PROP. AC PROP. AC SIDIEWAL PAVEME PAVEMENT _..__ PROP. oP` 10.5' MED.CURB URB'aONC. R 5' EXIST. CONC. ;UTTER 50, 4' 28' CURB & GUTTER EXIST. 17" CML & W WATER MAIN STA. 532+42.53 TO STA. 533+31.20 EAST FRONTAGE ROAD N.T.S. TI=9 PER THIS CONSTRUCTION PER TR. NO. 15839 R/ul 119' 10' LANDSCAPE INSPECTED AND APPROVED.4 LANDSCAPE -/1;: 61' 34' 12' EASEMENT & SEWER 29. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO ABBREVIATIONS AND CONST. MIN 1-1 COLD PLANE MIN 1-1/2" DEEP -1. 9' LEVEL LINE 4' F -0.86 0 -0`76 EASEMENT 4' 8' SAWc REMOVE 7' 5' PAVING OF STREETS. 1-1/2" DEEP PROP' co SIDEWALK PROP. AC PROP. AC C. PROP. EXIST. AVEMENT A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE AC FOR SMOOTH JOIN. PAVEMENT PAVEMENT 1 4 / 20' 20' 1 BUSBAY / LEVEL LINE ,, -1. 5't B.C. BEGIN CURVE I %Fr 2! ___._ a.._._ _ _.�_. _ .__ 0 62' 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO (R) RIDGE LINE 2% FOM 0 65' 18 EXIST. co B.V.C. BEG. VERTICAL CURVE "'� -- ?% PLACEMENT. g yy R W BACK SIDEWALK i RIGHT OF WAY - -- -- _ FUT. 1 4 SFr PROP. PROP. AC P VEMEN�1 IDE"'"L`( C.B. BUSBAY_ PAVEME CATCH BASIN TAN: TANGENT g' PROP. 2' PROP. - - 2q� 2� � - 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION C.L. CENTERLINE T.C. TOP OF CURB EXIST. cDNc. -CURB ° AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER E.C. END CURVE W WIDTH EXISTING AC MIN NEW AC CURB &GUTTER 64, 41 10,slo°Pvia�i°Nc. PR�ti• COMPLETION OF ROUGH GRADING. E•P• EDGE PAVEMENT V VERTICAL DEPTH 51' 2' PROP, MED.0 B ..-�_.._... PROP. T 1X9 EXIST. CONIC. E.G. EDGE GRADE g m CURB RCB 2 .5 5' 32: ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL E.V.C.(590.77) INDICATES EXISTING ELEVATION � ._,� CURB &GUTTER END VERTICAL CURVE STA. 214+ 1 1.42 TO STA. 214+71.47 STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO0' 29' EXIST. T7" CML & w CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. - F.L.FLFLOW LINE 590 77 INDICATES PROPOSED ELEVATION F.S. FINISH SURFACE __ __. SUMMIT AVENUE 39' 4' 52° WATER MAIN ..« INDICATES SLOPE > 4 : 1 COLD PLANE -AC JOIN DETAIL G.B. GRADE BREAK ._ 8 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED y N.T.S. STA. 542+65.23 TO STA. 543+25.23 GRADE BY THE PAVING CONTRACTOR UPON CQMPLETION OF WAVING. NV. INVERT HIGH DINT AC PAVEMENT N.T.S. TI=10 REMOVAL EAST FRONTAGE ROAD 34, UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, O.C. ON CENTER 'HES I O "+ = BENCH M # 8-17 CALTRANS 8'�S OF BEARINGS N.T.S. ® COLD PLANE SCALE IN INCHES �~ON�` BRASS CAP IN CRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP TI=9 STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF �t q�,° TOWER LEG,343 CON O HIGHLAND IS THE SOUTH LINE OF THE NORTHEAST THE CITY TRAFFIC ENGINEER. O 1 2 3 4 Y AYE., 0.20 Mi. W SAN SEVAINE RD., QDARTER OF SECTION 26, TOWNSHIP 1 2.65 MI. W. ALONNG HIGHLAND AVE., NORTH, RANGE 6 WEST SAN W DINO FROM SIERRA AVE. MERIDL4N SHOWN AS IN N 88 WON -t T A� A MAP FILED IN Bpp K 88 PA 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS ;lillilL3 THROUGH 42, INCLUSIVE of AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. R FVAIIM! # 1428.6090 RECORDS OF SAN BERN%1RDIN0 COUNTY i 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEERS v1. s REV. REVISION ESCRP110N DATE ENGR CITY DATE OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. (tr��q / )-71111" 11 al� A SHOUT