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Home My WebLink About3492-1GENERAL 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 CONSTRUCTION ("GREEN BOOK"]. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDI TION 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 CONTRACTOR SHALL IMMED/A TEL Y REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3 ALL MATER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PR/OR TO IMPLEMENTING DETOURS. 5 CONSTRUCTION PERM/TS 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. 6 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 UNLESS O THER W/SE D/REC TED 0V T E C1 T Y OF FOAI TA A OA14 SITE STORkf DRAIAI IPSPROVEiWENT TRACT i 16427m2 FONTANA UNIFIED SCHOOL DIS TRIC T HIGH SCHOOL No. 4 (APN 226-15-111 = I 'TRACT NORTH .PEAK_. ;16427-`1 z �' I Z� - - a TRACT No. -.. � _... --,.— t7 --- ---- _____-INARN/E PLACE— __---- -.____.._ J U7 0 s Z SUMMIT I AVE. 4n, H CITY TRAFFIC ENG/NEER. C/TY OF FONTANA UTIL /TY NOT/F/CA TION L/ST 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER CITY OF FONTANA PACIFIC BELL CO. I, TRAFFIC CONTROL DEVICES AT ALL TIMES. ATTIC• CARLOS NAVARRO ATTN.- NORMA GUILLOT QUANTITIES Q w _j Q C) 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FONTANA, CA 92335 SUITE 180 O- FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. (9091 350-6632 ANAHEIM, CA 92807 t� F. S. CONSTRUCT 24" R.C.P. D -LOAD PER PROF/LE, (714) 666-5401 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TVI `IVU BY SHORING, SLOP/NG OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF ATTN.- GREG GA SPAR A T TN: JACK HA YES 1205 ON CENTER THE DI VISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 i SHALL ALSO BE GUARDED WHEN THE POTENTIAL EX/STS FOR GROUND MOVEMENT. FONTANA, CA. 92335 (9091 390-4738 •,, �lI (909) 428-8411 Ii 10 NO MATER/AL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAIN/NG A EMERGENCIES: (8001 427-2200 TRENCH SIDE MA TERIAL FOR PIPE SEPARATE PERMIT FOR THAT PURPOSE. SO. CALIFORNIA EDISON COMPANY VERIZON A TTN.- STEVE HOCK RCP TRENCH DETAIL 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. 11 THE LOCATIONS OF UT/LI TIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, I FONTANA, CA. 92335 POMONA, CA. 91766 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, /N THE FIELD, THE TRUE LOCATION AND (9091 820-5598 - UNDERGROUND (909) 469-6327 ELEVAT/ON OF ANY EX/STING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. 909 875-5100 - TRANSMISSIONS ( 1 THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS (213) 637-1233 - PIPELINES (9091 357-6233 DISTRIBUTION FONTANA WATER COMPANY BEFORE EXCAVATION. - ATTN- MICHAEL J. McGRA W 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT CRAWFORD CANYON MUTUAL WATER CO. 822-2201 FAX. (909) LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC ATTN, BILL VANDERKIEFT, JR. 823-5046 WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES (6191 868-6040 SHALL BE GIVEN TWO WORK/NG DAYS NOTICE PR/OR TO WORK AROUND THEIR FACILITIES. WEST SAN BERNARD/NO WATER CO. UNDERGROUND SERV/CE ALERT ATTN: LON TSAI 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE (8001 422-4133 855 W. BASELINE ROAD RIALTO, CA 92377 AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. FONTANA UNIFIED SCHOOL DIS TRIC T HIGH SCHOOL No. 4 (APN 226-15-111 = I 'TRACT NORTH .PEAK_. ;16427-`1 z �' I Z� - - a TRACT No. -.. � _... --,.— t7 --- ---- _____-INARN/E PLACE— __---- -.____.._ J U7 0 s Z SUMMIT I AVE. 4n, 6" MIN. TR.16427 E 1/,-/ 24" J I, �� 30" t I QUANTITIES Q w _j Q C) I -0,: o V) j Li O- CUR TIS AVE. U Q 0 t� F. S. CONSTRUCT 24" R.C.P. D -LOAD PER PROF/LE, 1,121 L.F. GRADE BREAK SIERRA LAKES PKWY. W h CONSTRUCT 18" R.C.P. D -LOAD PER PROF/LE. `IVU L. E. L lj O.C. ON CENTER P. C. C. PORTLAND CEMENT CONCRETE (R) i �/ ��/- `/! �' \/\///l��\//I •,, �lI 0.6D Ii FONTANA UNIFIED SCHOOL DIS TRIC T HIGH SCHOOL No. 4 (APN 226-15-111 = I 'TRACT NORTH .PEAK_. ;16427-`1 z �' I Z� - - a TRACT No. -.. � _... --,.— t7 --- ---- _____-INARN/E PLACE— __---- -.____.._ J U7 0 s Z SUMMIT I AVE. 4n, 6" MIN. TR.16427 E 1/,-/ 24" J I, �� 30" CONS TRUC T/ON NOTES QUANTITIES Q 4'- 6" 3•-O" i -0,: 1 CONSTRUCT 42" R.C.P. D -LOAD PER PROFILE. 133 L. F. 42 1, PF 1z Li L CUR TIS AVE. U 48 !7"-3" 4"-0" F. S. CONSTRUCT 24" R.C.P. D -LOAD PER PROF/LE, 1,121 L.F. GRADE BREAK SIERRA LAKES PKWY. VICINITY MAP NOT TO SCALE L e W Z5 SHT`-.______CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN. ? I 116427 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 3224 SEE SHEET NO 6. E A A Y _ __- - m i I i - - --- - -- - ? a7 - CONS TRUC T TRA NSI TION S TRUC TURF cc Y I I - INORGAN HILL 7" FM F 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. , - ,' `M1 --BREWER-LAME .- e,may .., 1 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ___. _._ � :=T1•-_--ri_.�-n _ _ _ _ PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. PRIVATE ENG/NEERT NOT/CE TO CONTRACTORS: ,. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES I (BURT/S V N E WITHOUT PR/OR NOTIFICATION TO THE CITY ENG/NEER. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE 17 REMOVAL AND REPLACEMENT OF EX/STING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY j TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 1, C MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. DRAW/NGS. -� c _ r THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY c I I 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL INDEX MAP AND EMERGENCY VEHICLES, APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENG/NEER NOT TO SCALE 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH ADEQUATE WATERING, AT ALL TIMES. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MA TERIAL, MUD, SIL T OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT PRIOR WRITTEN APPROVAL. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK, 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22 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 OB TAINED. 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORA R Y NDN-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY GRANULAR BEDDING FROM SELECTED TRENCH SIDE ENGINEER. MATERIAL I1" MAX. SIZE). 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND L OCA TION OF CONNEC TIONS. Cl T Y A PPRO VA OF CONNEC TIONS TO EXIS TING FA CIL I TIES DOES NO T IMPL Y CORRECTNESS OF EL EVA TIONS OR L OCA TIONS SHOWN ON THE PLANS. 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 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 STER/LANT lS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING STORM DRAIN PIPE 31 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 SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, 34 MIN/MUM D -LOAD FOR STORM DRAIN PIPE IS 1350. 90% COMPACTED NA TI VE BACKFIL L 3" MAX. SIZE ` 6" MIN. i E 8" MAX. 24" J I, �� 30" CONS TRUC T/ON NOTES QUANTITIES Q 4'- 6" 3•-O" i -0,: 1 CONSTRUCT 42" R.C.P. D -LOAD PER PROFILE. 133 L. F. 42 1, PF 1z Li 22 CONSTRUCT 30" R.C.P. D -LOAD PER PLAN. 366 LF. 48 !7"-3" 4"-0" F. S. CONSTRUCT 24" R.C.P. D -LOAD PER PROF/LE, 1,121 L.F. GRADE BREAK H.P. W h CONSTRUCT 18" R.C.P. D -LOAD PER PROF/LE. 185 LF. SHT`-.______CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN. ? I 116427 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 3224 SEE SHEET NO 6. E A A Y _ __- - m i I i - - --- - -- - ? a7 - CONS TRUC T TRA NSI TION S TRUC TURF cc Y I I - INORGAN HILL 7" FM F 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. , - ,' `M1 --BREWER-LAME .- e,may .., 1 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ___. _._ � :=T1•-_--ri_.�-n _ _ _ _ PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. PRIVATE ENG/NEERT NOT/CE TO CONTRACTORS: ,. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES I (BURT/S V N E WITHOUT PR/OR NOTIFICATION TO THE CITY ENG/NEER. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE 17 REMOVAL AND REPLACEMENT OF EX/STING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY j TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 1, C MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. DRAW/NGS. -� c _ r THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY c I I 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL INDEX MAP AND EMERGENCY VEHICLES, APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENG/NEER NOT TO SCALE 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH ADEQUATE WATERING, AT ALL TIMES. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MA TERIAL, MUD, SIL T OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT PRIOR WRITTEN APPROVAL. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK, 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22 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 OB TAINED. 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORA R Y NDN-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY GRANULAR BEDDING FROM SELECTED TRENCH SIDE ENGINEER. MATERIAL I1" MAX. SIZE). 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND L OCA TION OF CONNEC TIONS. Cl T Y A PPRO VA OF CONNEC TIONS TO EXIS TING FA CIL I TIES DOES NO T IMPL Y CORRECTNESS OF EL EVA TIONS OR L OCA TIONS SHOWN ON THE PLANS. 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 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 STER/LANT lS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING STORM DRAIN PIPE 31 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 SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, 34 MIN/MUM D -LOAD FOR STORM DRAIN PIPE IS 1350. 90% COMPACTED NA TI VE BACKFIL L 3" MAX. SIZE ` 6" MIN. L E 8" MAX. 24" 4=-9 a-8 4�-O" 2•-6" 30" 5•-5" 3-0" 4'- 6" 3•-O" 36' -0,: 3:_4: .5:-0" 3-B" 42" -7" 3�-8" a-6" 4•-2" 48 !7"-3" 4"-0" F. S. FIN/SH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT L. E. LANDSCAPE EASEMENT O.C. ON CENTER P. C. C. PORTLAND CEMENT CONCRETE (R) a �/ ��/- `/! �' \/\///l��\//I •,, �lI 0.6D GRANULAR BEDDING BEDDING FROM SELECTED TRENCH SIDE MA TERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. RCP TRENCH DETAIL NOT TO SCALE NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS I/ AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. NOTE• COMPACTION SHALL BE 90X IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. I I HEADWALL SHALL RE MONOLITHIC. A I LAP ALL BARS AT CORNERS 30 DIAMETERS IF NOT CONTINUOUS. 2 �4 OR 5 T SEE NOTE 2 -- 4 0845 YL" O:C. EA. WAY SEE NOTE 2 A E 0� PLAN REINFORCING DETAIL ELEVATION DIMENSIONS PIPE DIAM. L E F W 24" 4=-9 a-8 4�-O" 2•-6" 30" 5•-5" 3-0" 4'- 6" 3•-O" 36' -0,: 3:_4: .5:-0" 3-B" 42" -7" 3�-8" a-6" 4•-2" 48 !7"-3" 4"-0" F. S. FIN/SH SURFACE G.B. GRADE BREAK H.P. BERNARDINO COUNTY ROAD DEPAF M. A. Nicholas COUNTY ENGINEER *4 ORt5 12" � O.C. _EA. WAY SEE NOTE 2� " : III 4 tj a aet noir 2 CONTINUOUS DAR' 4 OR WS IP" 90 BEND B,: O.C. EA. WAY' SEE NOTE 2 SECTION A -A NOTES: . 1. HEADWALL SHALL BE CONSTRUCTED OF CLASS A CONCRETE. 2. REINFORCING STEEL SHALL BE NO. 4 BARS FOR "W" UP TO 60". ABOVE "W"=60" NO. 5BARS SHALL BE USED. 2" MIN CLEARANCE,30 DIAMETER LAP, ALL STEEL. S. ADJACENT SLOPES SHALL BE 1} TO I OR FLATTER, 4. MULTIPLE PIPES TO BE SET WITH LONG- ITUDINAL CENTERS 1 2/3 DIAMETERS APART. 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/4" RADIUS. 6. W SHALL BEI NCREASED WHEN MULTIPLE PIPES OR PIPES ON SKEW ARE USED. HEADWALL 209 WING — TYPE d PER A.P.W.A. STD. PLAN 340-1, SEE SHEET NO. 5. 8 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2, SEE SHEET NO. 6. CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 3214 SEE SHEET 6. O 1 Z 10 CONSTRUCT INLET MODIFIED O.C.E.MA. STD. PLAN 1327 PER DETAIL D1, SHT. 5. 1i CONSTRUCT REINFORCE CONCRETE HEADWALL PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STD. 209. (SEE SHT. 1) 12 PLACE 12" (75 LB.) ROCK RIP -RAP 3' TH/CK. Q13 CONSTRUCT P.C.C. COLLAR PER A.P.W.A. STD. 380-1 SEE SHT. 3. 14 CONSTRUCT MANHOLE MODIFIED A.P.W.A. 321-1, ("L" SHOWN ON PLAN), SEE SHT. 6. __ 15 CONSTRUCT BRICK & MORTAR BULKHEAD PER SAN BERNARD/NO COUNTY STD. 176A, SEE SHT. 6. 16 CONSTRUCT TRASH RACK PER A.P.W.A. STD. 361-0. (SEE SHT. 4) 17 R-t-_MDVE AND 016POSE C0A1CXETt-_- 9E4DWALL , TRASN PACi< ) IAIL.T QsT-41C-Tt/R-r-- AA10 3 7-,ylcic XOPK )KIP-rAP. ~J LEGEND A.C. ASPHAL RC CONCRETE B.C. BEGIN CURVE B- V. C- BEG. VERTICAL CURVE B. W. BACK SIDEWALK C.B. CATCH BASIN C.L. CENTERLINE E. C. END CURVE E. P. EDGE PAVEMENT E. G. EDGE GRADE EX. EX/ST/NG E. V. C. END VERTICAL CURVE F.L. FLOW LINE F. S. FIN/SH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT L. E. LANDSCAPE EASEMENT O.C. ON CENTER P. C. C. PORTLAND CEMENT CONCRETE (R) RIDGE LINE R/W RIGHT OF WAY L�RECCCI-FID DRA1,41ING THrt�r F= - n, e,a,In H"GfF Pcr-nr P7 pAPrED, IN d Pnr,T Co! OF Ir,r'On±„ "Ti0KI CO " 0 AND 3 IVO 3663% (J�r411{„ , (:', rIFRS, THE ENGINEER \CJs iT BE RESPONS _E Fi?^ ANY ERRORS OR OM"_ BIONS WHICH fi Eau HAVE BEEN INCORPOR, �{��'"'////�� RATED INTO THE DOCUMENTS AS vc F LT r Lil AA% 1 EA. 2 EA. 4 EA. 5 EA. 1 EA. 1 EA. 77 C. Y. 1 E A Q EA 1 E.A. 1 E.A. 1 E.A. TAN. TANGENT T. C. TOP OF CURB W WIDTH V VERTICAL DEPTH V.C. VERT/CAL CURVE 4 OF 6 INDICATES SLOPE 2:1 5 OF 6 AC PAVEMENT 6 OF 6 REMOVAL (590.77) INDICATES EXISTING ELEVATION 310.00 INDICATES PROPOSED ELEVATION 300 �� INDICATES EX/STING CONTOUR 320 INDICATES PROPOSED CONTOUR DAYLIGHT / CUT -FILL LINE J:\126-1751\TR16427-1\storm\sd0l.dwa. 12/12/2003 10:04:10 AM. DM INDEX OF SHEETS SHEET DESCRIPTION 1 OF 6 TITLE SHEET 2 OF 6 STORM DRAIN IMPROVEMENT LINE A" 3OF6 STORM S O M DRAIN IMPROVEMENT LINE "B" 4 OF 6 STORM DRAIN IMPROVEMENT LINE "C" 5 OF 6 STORM DRAIN IMPROVEMENT LATERALS 6 OF 6 STORM DRAIN IMPROVEMENT DETAILS J:\126-1751\TR16427-1\storm\sd0l.dwa. 12/12/2003 10:04:10 AM. DM