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Home My WebLink About5367-1CITY OF FONTANA STREET IMPROVEMENT NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONS ('GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE' PROVISIONS IN THE "GREEN BOOK" THE CONTRACTORS SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEERS FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, 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) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON - METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTORS SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT, 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF 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 1-800-277-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. CITY OF FONTANA STREETIM OVEMENT PLAN TRACT MAP 18061 LAUREL AVENUE AND ARROW BOULEVARD N W TC = TOP OF CURB ELEVATION INDEX MAP = EXISTING ELEVATION Wz I p W = WATER LINE NOT TO SCALE SEWER LINE U j NORTH 32' = FINISHED SURFACE I = NATURAL GROUND 12' Q 20'Lo CURB FACE 12' EDGE OF PAVING W 5.5' 15.5' 3.5' 5' 0.5' M 29 2%' v 290 VICINITY MAP INSTALL STREET LIGHT (PER STREET LIGHT PLAN) 5 EACH c J 1 EACH 2 SEE SHEET 3 1y -9-I- ` W (EXISTING IMPROVEMENT) PROPOSED IMPROVEMENT 15,400 S. F/605 TONS 1�5 STREET CROSS-SECTION 3,660 S.F. 1 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO. 3000, W=4' 2 EACH LAUREL AVENUE CONSTRUCT CURB OPENING CATCH BASIN PER CITY STANDARD NO. 3004 1 EACH 18 GRIND 0. 15' (MIN.) AND A. C. 0VERL Y 0. 15' (MIN.) 9,890 S. F. �I Q ADJUST TO GRADE EXISTING SEWER MANHOLE 2 EACH CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 3003, CASE C. 1 EACH (T. 1. = 5.5) FLOW FLOW ARROW BOULEVARD 78' 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE 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 STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OR EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES. A MINIMUM 12 FOOT LAND 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. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR. WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-EROOEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN 'S" 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 SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS 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, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO 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 SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PROPOSED IMPROVEMENT • A* = GRIND AND OVERLAY F (EXISTING IMPROVEMENT) STREET CROSS-SECTION ARROW BOULEVARD NOT TO SCALE UTILITY CONTACTS (T I. = 10.5) ELECTRICITY SOUTHERN CALIFORNIA EIDSON COMPANY 300 N. PEPPER AVE. RIAL TO CA. 92375 UNDERGROUND: (909) 357-6233 TRANSMISSION; (909) 875-5100 PIPELINES: (909) 657-12,33 DISTRIBUTION. (909) 357-6233 GAS SOUTHERN CALIFORNIA GAS CO. 1981 L UGONIA AVENUE REDLANDS, CA. 92374 ATTV JOHN OATES EMERGENCIES; (800) 427-2200 ENGINEER'S NOTE: WA TER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA. 92335 ATTN: MICHAEL McGRAW (909) 822-2201 FAX (909) 283-5046 GENERAL TELEPHONE COMPANY 1400 E. PHILLIPS RANCH BLVD ONTARIO, CA. 91766 ATTN: STEVE HOCK (800) 422-4 1JJ SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92,335 (909) 350-6632 COMCAST CABLEVISION 1205 DUPONT AVENUE ONTARIO, CA. 91761 ATTN: JACK HAYES (909) 390-4738 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Qr _ Oa oof O w d v+ Q ~ B d N N N0 i 0 AL T 4A RCP OR I RCB OR I RC ARCH* RC ARCH'" I -f-J ° I X 71_ O is O Nw d N � � 0 PLAN Fcv ARCH MAY HAVE A HORSESHOE - SHAPED, CIRCULAR, ELLIPTICAL 0 uw n OR SIMILAR CROSS SECTION. w w¢ 0 a" v a � 02 H t- P, SEE NOTE 5 ELEVATION STATION ELEVATION STATION 0 (T - (y O w' 1 lti na_ 0 vwi w a ,o + SECTION A -A a'n � �O HM STEEL PATTERN SHOWN IS PICTORIAL ONLY, SEE NOTES 2 AND 7 RCP OR ARCH OPTIONAL CONSTRUCTION JOINT: RCB OR ARCH TO RCP USE CONST JOINT OF RCB OR ARCH. RCB TO ARCH, USE CONST JOINT OF RCB SECTION B -B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION TRANSITION STRUCTURE STANDARD PLAN RCB TO PIPE 342-2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 5' 7' SAWCUT & MIN. REMOVE L � EX. PAVEMENT NEW PAVEMENT SECTION lq:*f-QIol FL = 64' TC = TOP OF CURB ELEVATION (X) = EXISTING ELEVATION TP = TOP OF PAVEMENT W = WATER LINE S = SEWER LINE G = 32' 32' = FINISHED SURFACE I = NATURAL GROUND 12' 20' 20'Lo CURB FACE 12' EDGE OF PAVING 0.5' 5.5' 15.5' 3.5' 5' 0.5' M 29 2%' v 290 VICINITY MAP INSTALL STREET LIGHT (PER STREET LIGHT PLAN) 5 EACH 1 CONSTRUCT 5' LONG TRANSITION STRUCTURE PER APWA STD. NO. 342-2 1 EACH 2 RELOCATE EXISTING ELECTRICAL PULLBOX 1y -9-I- ` REMOVE AND DISPOSE EXISTING A.C. BERM (EXISTING IMPROVEMENT) PROPOSED IMPROVEMENT 15,400 S. F/605 TONS 1�5 STREET CROSS-SECTION 3,660 S.F. 1 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO. 3000, W=4' 2 EACH LAUREL AVENUE CONSTRUCT CURB OPENING CATCH BASIN PER CITY STANDARD NO. 3004 1 EACH 18 GRIND 0. 15' (MIN.) AND A. C. 0VERL Y 0. 15' (MIN.) 9,890 S. F. NOT TO SCALE ADJUST TO GRADE EXISTING SEWER MANHOLE 2 EACH CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 3003, CASE C. 1 EACH (T. 1. = 5.5) 78' I = 0 52' 50' O Z 12 40' 36' 14' �.� 0.5' X9-1'"27. 6° 26' 14' [ 5.5 0.5' M 1 A #290 27,'- 29 ' I 9 2 PROPOSED IMPROVEMENT • A* = GRIND AND OVERLAY F (EXISTING IMPROVEMENT) STREET CROSS-SECTION ARROW BOULEVARD NOT TO SCALE UTILITY CONTACTS (T I. = 10.5) ELECTRICITY SOUTHERN CALIFORNIA EIDSON COMPANY 300 N. PEPPER AVE. RIAL TO CA. 92375 UNDERGROUND: (909) 357-6233 TRANSMISSION; (909) 875-5100 PIPELINES: (909) 657-12,33 DISTRIBUTION. (909) 357-6233 GAS SOUTHERN CALIFORNIA GAS CO. 1981 L UGONIA AVENUE REDLANDS, CA. 92374 ATTV JOHN OATES EMERGENCIES; (800) 427-2200 ENGINEER'S NOTE: WA TER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA. 92335 ATTN: MICHAEL McGRAW (909) 822-2201 FAX (909) 283-5046 GENERAL TELEPHONE COMPANY 1400 E. PHILLIPS RANCH BLVD ONTARIO, CA. 91766 ATTN: STEVE HOCK (800) 422-4 1JJ SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92,335 (909) 350-6632 COMCAST CABLEVISION 1205 DUPONT AVENUE ONTARIO, CA. 91761 ATTN: JACK HAYES (909) 390-4738 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Qr _ Oa oof O w d v+ Q ~ B d N N N0 i 0 AL T 4A RCP OR I RCB OR I RC ARCH* RC ARCH'" I -f-J ° I X 71_ O is O Nw d N � � 0 PLAN Fcv ARCH MAY HAVE A HORSESHOE - SHAPED, CIRCULAR, ELLIPTICAL 0 uw n OR SIMILAR CROSS SECTION. w w¢ 0 a" v a � 02 H t- P, SEE NOTE 5 ELEVATION STATION ELEVATION STATION 0 (T - (y O w' 1 lti na_ 0 vwi w a ,o + SECTION A -A a'n � �O HM STEEL PATTERN SHOWN IS PICTORIAL ONLY, SEE NOTES 2 AND 7 RCP OR ARCH OPTIONAL CONSTRUCTION JOINT: RCB OR ARCH TO RCP USE CONST JOINT OF RCB OR ARCH. RCB TO ARCH, USE CONST JOINT OF RCB SECTION B -B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION TRANSITION STRUCTURE STANDARD PLAN RCB TO PIPE 342-2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 5' 7' SAWCUT & MIN. REMOVE L � EX. PAVEMENT NEW PAVEMENT SECTION lq:*f-QIol FL = FLOWLINE ELEVATION TC = TOP OF CURB ELEVATION (X) = EXISTING ELEVATION TP = TOP OF PAVEMENT W = WATER LINE S = SEWER LINE G = GAS LINE FS = FINISHED SURFACE NG = NATURAL GROUND EP = EDGE OF PAVING CF = CURB FACE EP = EDGE OF PAVING J = PCC PAVING 1 EACH = PCG SURFACE GRIND 0. 15' MIN, AND OVERLAY 0. 15' MIN, LAP JOIN DETAIL NOT TO SCALE NOTES 1, THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 6, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION. ARCH TO RCP - THAT OF ARCH SECTION. ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100 mm (4"). RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5, AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPE SIZE OF 2400 mm (96") OR LESS, AND 200 mm (8") 7 --OR PIPE SIZES OVER 2400 mm (96"), 6. f'c = 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40 mm (1 112") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN, 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION B -B, 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION FOOTHILL BLVD. 342-2 RCB TO PIPE SHEET 2OF2 SITE j CONSTRUCT DRIVEWAY PER CITY STD. N0, 1002, W=AS SHOWN ON PLAN Q Q 0 Q 824 L. F. ARROW BL VD. 845 S.F. J LijC) j 660 S.F.118 TONS O SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN DETAIL 850 L. F. 5 EXTEND EXISTING DRAIN PER DETAIL ON SHEET 2 45 L. F. J J 1 EACH 0 RELOCATE EXISTING STREET SIGN 1 EACH M.ERRILL AVE. 6 EACH VICINITY MAP INSTALL STREET LIGHT (PER STREET LIGHT PLAN) 5 EACH N. T. S. CONSTRUCT 5' LONG TRANSITION STRUCTURE PER APWA STD. NO. 342-2 1 EACH NOTES 1, THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 6, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION. ARCH TO RCP - THAT OF ARCH SECTION. ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100 mm (4"). RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5, AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPE SIZE OF 2400 mm (96") OR LESS, AND 200 mm (8") 7 --OR PIPE SIZES OVER 2400 mm (96"), 6. f'c = 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40 mm (1 112") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN, 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION B -B, 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN TRANSITION STRUCTURE 342-2 RCB TO PIPE SHEET 2OF2 BASIS OF BEARINGS IS THE CENTERLINE OF ARROW ROUTE BEING N89'5931 'E PER RECORD OF SURVEY 77, PAGE 16 CUP 07-014, TTM 06-009 ESTIMATED CONSTRUCTION NOTES: QUANTITIES Ol CONSTRUCT DRIVEWAY PER CITY STD. N0, 1002, W=AS SHOWN ON PLAN 940 S.F. 20 CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 824 L. F. O3 CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 845 S.F. Q CONSTRUCT 4.5" A.C. MIN. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. 660 S.F.118 TONS O SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN DETAIL 850 L. F. 5 EXTEND EXISTING DRAIN PER DETAIL ON SHEET 2 45 L. F. 7 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO. 1003 1 EACH ® RELOCATE EXISTING STREET SIGN 1 EACH 90 REMOVE EXISTING POWER POLE AND UNDERGROUND FACILITIES PER SCE STANDARDS 6 EACH 0 INSTALL STREET LIGHT (PER STREET LIGHT PLAN) 5 EACH 11 CONSTRUCT 5' LONG TRANSITION STRUCTURE PER APWA STD. NO. 342-2 1 EACH 2 RELOCATE EXISTING ELECTRICAL PULLBOX I EACH 1g REMOVE AND DISPOSE EXISTING A.C. BERM 59 L.F. ® CONSTRUCT 6.5" A.C. MIN. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. 15,400 S. F/605 TONS 1�5 CONSTRUCT 6' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 3,660 S.F. 1 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO. 3000, W=4' 2 EACH 1 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STANDARD NO. 3004 1 EACH 18 GRIND 0. 15' (MIN.) AND A. C. 0VERL Y 0. 15' (MIN.) 9,890 S. F. 19 ADJUST TO GRADE EXISTING SEWER MANHOLE 2 EACH CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 3003, CASE C. 1 EACH BASIS OF BEARINGS IS THE CENTERLINE OF ARROW ROUTE BEING N89'5931 'E PER RECORD OF SURVEY 77, PAGE 16 CUP 07-014, TTM 06-009