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HomeMy WebLinkAbout3787-1GENERAL NOTES 1. ALL WORK SHALL BE /N 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 EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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 CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS TRACT NO 16695 RIGHT-OF-WAY W11H/N THE CITY LIMITS. CALL (Y Y) 350-761LO 0. 0 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION II UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR J OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET /N DEPTH SHALL BE GUARDED BY SHORING, SLOP/NG 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. SCALE IN FEET 10. NO MATER/AL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAIN/NG A 0 150 300 450 1 lffmmimW 3 APN 023&1-14f05 -------------- 4 05 jjj APN 0230 -14f� J -------------- APN 0234-141-03 7 PAP iV 8 9 APN 0230-i4f-02 10 I I I SOUTHERN CALIFORNIA EDISON CORRIDOR I LOT "A" LOT 113 54 53 \� 44 43 112 62 52 145 'g . SEPARATE PERMIT FOR THAT PURPOSE. NOT TO SCALE arm- 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, / " M. : rr 50 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE 90.E COMPACTED LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO 47 AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT ;.49 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. SELECTED TRENCH SIDE MATERNAL (1 " MAX. SIZE). /\� 12. 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 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT III APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER W III z � III = COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. ti _ ANE W 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. III = 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE I CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE III I RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING _ o CONSTRUCTION I - I 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH 0. 6D III -III- � MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. I STORM DRAIN PIPE 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, GRANULAR BEDDING FROM SELECTED MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED TRENCH SIDE MATER/AL FOR PIPE LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 10' OR GREATER IN DEPTH USE SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO 1/2 CRUSHED STONE BEDDING. CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE I I TRENCH DETAIL MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N 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. 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. 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 /S OBTAINED. 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 TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N 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 ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS 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 OR STREETS 30. APPROVED SOILS STER/LANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT 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. Q � 33. AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP /S 1350. 0 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST DIAL BEFORE TWO WORKING D BDIG RE BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING YOU D I G YOU WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH /N THESE REACHES SHALL BE FC=5000 PSI FOR VELOCITIES EXCEEDING TOLL FREE 1-800-227-2600 20 FEET PER SECOND AND FC=6000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 lffmmimW 3 APN 023&1-14f05 -------------- 4 05 jjj APN 0230 -14f� J -------------- APN 0234-141-03 7 PAP iV 8 9 APN 0230-i4f-02 10 I I I SOUTHERN CALIFORNIA EDISON CORRIDOR I LOT "A" LOT 113 54 53 \� 44 43 112 62 52 145 'g . NOT TO SCALE arm- I I D I_ . / " M. : rr 50 1 90.E COMPACTED 6 47 ;.49 NOTES.• SELECTED TRENCH SIDE MATERNAL (1 " MAX. SIZE). /\� ' 4859 1. TRENCH WIDTH SHALL BE CON7ROLLED �e tat{73 7 71 MR; NZ N.' , Ill 0 i ;'ill _ u;' ►' 0 I• i v I • •I 42 41 40 39 11 38 37 36 34 TRACT BOUNDARY VICINITY MAP w 96 , 86 85 NOT TO SCALE LINE , APN Oz3V-,�- _ _ _-Y ___ _ .� _ ~ _ _ _ • 5 _ _-• �-� - 31 CONSTRUCTION NOTES QUANTITIE W 1 INSTALL 48" RCP, D -LOAD PER PROFILE 144 L.F. LA N " I 2 INSTALL 42" RCP, D -LOAD PER PROFILE 359 L.F. / _ O3 - INSTALL 36 RCP, D -LOAD PER PROFILE 879 L.F. A T. 1!l LA " -2" I 4 INSTALL 30" RCP, D -LOAD PER PROFILE 434 L.F. 30 � � �� _ 77 L.F. 2 26 27 28 29 5�- INSTALL 24 RCP, D LOAD PER PROFILE SE �M T . `1 - - 6 INSTALL 18" RCP, D -LOAD PER PROFILE 155 L.F. ' � �" S . fz C t- - - - - - - - - - - - ' - - - - 8 ONST. MANHOLE PER APWA STD. PLAN 321-1, SEE SHT. 6 1 EA. -- - - - - CONST JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT. 6 5 EA. ----- 1_1 � Tz� �---------- 0��-CONST MANHOLE PER APWA STD. PLAN 322-1, SEE SHT 7 1 EA. - - - - - - - - - - -----CONST. MANHOLE PER APWA STD. PLAN 320-1, SEE SHT. 7 4 EA. T 1 CONST. DOUBLE BRICK & MORTAR BULKHEAD PER PIPE CLOSURE-TYPE"B" 5 EA.+ 3E.d► TRA�r NO. ��0� P/N�HUI�S r��'r tea• ��BZ � DETAIL ON SHEET 6. DANE &-INSTALL 54" RCP, D -LOAD PER PROFILE 238 L.F. f &�--CONST CONC. HEADWALL PER S.B. CO. ROAD DEPT. STD 209 PER 1 EA.QlI �DEX MAP DETAIL ON SHT. 5. L(N)=12' L S =9' E N =5' E(S)=4.5' F=10 ; W=6' CITY OF FONTANA UTILITY NOTIFICATION LIST SCALE.• 1 " - 150' () () @-INSTALL 30" C.M.P. RISER PER DETAIL ON SHT. 5 (5-3" HOLES 6" ABOVE FG) 359 L.F. CITY OF FONTANA PACIFIC BELL CO. ANCHOR BLOCK AROUND BASE OF RISER 76 L.F. ATTN. CARLOS NAVARRO A77N: NORMA GUILLOT &-CONST 4" THICK 20' WIDE P.C.C. WEIR/SPILLWAY (2:1 SIDE SLOPES) 1000 S.F. 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET PER DETAIL ON SHEET 5 FONTANA, CA 92335 SUITE 1801®-- INSTALL 75 LB (12') ROCK RIP -RAP (SEE PLAN/PROFILE) 1375 C. Y. (909) 350-6632 ANAHEIM, CA 92807@ -CONST 4" THICK 10' WIDE P.C.C. DR/VE/RAMP 900 S F. (714) 666-5401 @-CONST CONC. BLANKET PIPE PROTECTION PER APWA STD. 225- 1, SEE SHT. 6. 2 Eq. S0. CALIFORNIA GAS COMPANY COMCAST (CABLE 1V) CONST. STEEL PLATE BULKHEAD PER DETAIL ON SHEET 2 1 EA. ATTN. GREG GASPAR ATTIC• JACK HAYES 1205 THE EXISTENCE AND LOCA T7ON OF ANY UNDERGROUND U77LI77ES OR S7RUCTURES (D -CONST MANHOLE PER APWA STD. PLAN 322-1 (MODIFIED), PER DETAIL 1 EA. 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; ON SHEET 7. FONTANA, CA. 92335 (909) 390-4738 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U77LI77ES EXCEPT (909) 428-8411 THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE WAJGrRUC7-10A1 )VOTZ!S Cour LEGEND: EMERGENCIES. (800) 427-2200 PRECAU77ONARY MEASURES TO PROTECT 7HE U77LITY LINES SHOWN ON THESE ATTN/� -7 . STEVE HOCK VERIZON DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- © 7,1� - 9,EIMOVE EX r. 15 �./P 0 c Y S0. CALIFORNIA ED/SON COMPANY S/B/CITY FOR 7NE UT1L/TY P/PES CONDUITS OR S1RUC7URES SHOWN OR NOT O / � STORM DRAIN LATERAL • 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. SHOWN ON THESE DRAWINGS a- DEMO v� HEApWa1� � >=�rI,c1� I � . FONTANA, CA. 92335 1400 E , CA. 91766 (W-- xt-mDVL Rf6&K I r'norlmg EA . - - - STORM DRAIN LINE (909) 820-5598 - UNDERGROUND POM A, CA. 27 THE CONTRACTOR AGREES THAT HE SHALL .ASSUME SOLE AND COMPLETE RESPONSI- 27 �ov� coc.Ic,+ sP/G�w,4Y /,ADD S.F (909) 875-5100 - TRANSMISSIONS BILI TY FOR THE JOB SITE CONDI77ONS DURING THE COURSE OF C0NS7RUC770N CATCH BASIN (21 3) 637-1233 - PIPELINES FONTANA WATER COMPANY OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 2S �II�L VOID kt/lT�f I -AGK 5�1� 6G/ -TRS `/ 30 Cy (909) 357-6233 - DISTRIBUTION ATTN. • MICHAEL J. MCGRAW THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, Ox- ASS ApprwvF=D o orY 6u&tc/eae S SEWER MAIN 8440 NUEVO AVENUE AND THAT THE CON7RACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER SEWER LATERAL FONTANA, CA 92335 (909) AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, CRA WFORD CANYON MUTUAL WATER CO. 822-2201 FAX. • (909) IN CONNEC 77ON W/ TH THE PERFORMANCE OF WORK ON 7N/S PROJECT EXCEP 77NG w WA TER MAIN ATTN. BASIL J. FABRIZIO 823-5046 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 7HE WATER SERVICE (909) 463-9580 ENGINEER. WEST SAN BERNARDINO WATER CO. SEWER MANHOLE UNDERGROUND SERVICE ALERT ATTY. • LON TSAI CONTRACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS AND SHALL REPORT (800) 422-4133 855 W. BASELINE R CIES EER PRIOR TO THE COMMEN OF WORK. FIRE HYDRANT Z RIALTO, CA 92J77, EC®R ® DRAWIRGJ� I STREET LIGHT LAND 0 W R/DE VEL OPER: THESE RECORD DRAWINGS HAVE REEN PREPARED, IN �,�' ® � � Q� �� ~ PART, ON THE BASIS C?� cit«''=�' �� � --� �f�l COMPILED AND � � � � � � C. B. CATCH BASIN Z CENTEX HOMES - - _ � � `" �_ �' � � i �G C.L. CENTERLINE W INLAND EMPIRE DIVISION FURNISHED BY OTHERS. TH-C ENGINEER WILL NOT BE � � �®• ����� � � � n, RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH _ N0. 3663 7 BENCH MARK.• # 8_ 17 BASIS OF BEAR/NGS: F.S. FINISH SURFACE j 2280 WARDLOW CIRCLE, SUITE 150 HAVE BEEN INCORPORATED INTO THE DOCUMENTS � � G. B. GRADE BREAK p BRASS CAP /N THE CONCRETE BASE OF THE BEAR/NG OF N 89'30'06" E /NV. INVERT CORONA, CA 92880 ARESULTTHEREOF. , �"� � ,.� E SOUTH LEG OF AN SCE TOWER ALONG SUMM/T AVE. AS SHOWN R�W RIGHT OF WAY "Z °p' 43' NORTH OF HIGHLAND, 0.2 M/ WEST CONTACT JAMES BOGLE C��� ryrfG.F AI�Ea� OF SAN SEVA/NE RD., 2.65 M/ WEST ON RECORD OF SURVEY IN BOOK � � f COF SIERRA AVE. 35; PAGE 9. Q PHONE. • (909) 479-9394 ,.Q� �•{X/' 51111 w q b d '� D 1428.609 1 �% ELEVATION: # T/ 0 REV. REVISION DESCRIP71ON DATE ENGR. CITY DA TF Prepared Under The Supervision Of : C/ T Y OF FONTANA, CA L IFO RN/A SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS P P oFE% PREPARED IN THE OFFICE OF NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF ��°P \`OMASNS F MADOLE AND ASSOCIATES, INC. S TORM DRA IN IMPRO VEMEN T PLA NS 2 �c1\ DRAWN B Y SCALE.• 00 APPROVAL SHOWN HEREON AND CARRIED FORTH /N A Q No. 62183 'U,° 760-A SOUTH ROCHESTER AVENUE RK/ATS TRA T 16695 AS SHOWN 00 ONTARIO, CA 91761-81801 DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE Exp: 9-30-05 PHONE (909) 937-9151 DESIGNED BY DA 7F• o MA/ATS E SHEET OCT 2004 ZON REVS/ONS TO THE PLANS TO BR/NG THEM INTO "9T FC I V \ \- CO�� to �0CHECKEDBY- �OY. REC P IC. 0 OFA�DRAWNG NO. '8 RCE 621 EXP. 9-30-05 ,4Up�D COA.AsrRuC sow ,vor�s acv/sem oG Z CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. ATS 3787 T 1 ��M �iw SAAr. le 4.11 R, / CITY ENGINEER R.C.E. 51152 DATE JA620-1887\storm\SD01.dwa. 6/6/2005 5:25:08 PM. 1:1. ATS NOT TO SCALE 3/4:1 SLOPE OR GREATER / OR ADEQUATE SHORING 90.E COMPACTED NATIVE BACKFILL 3" MAX. SIZE GRANULAR BEDDING FROM NOTES.• SELECTED TRENCH SIDE MATERNAL (1 " MAX. SIZE). /\� / \/ \ 1. TRENCH WIDTH SHALL BE CON7ROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5 - SHALL HAVE ADEQUATE SHORING. J. CLASS Il AGG. BASE ALL TRENCHES I 6"MIN. Ill- LESS THAN 100' IN LENGTH. III W III z � III = ti _ ANE W NOTE - III = T,II COMPACTION SHALL BE 90X IN ALL I ZONES UNLESS OTHERWISE SPECIFIED. III I TRENCH STABILITY SHALL CONFORM _ o TO CAL -OSHA REQUIREMENTS. I - I 0. 6D III -III- � I STORM DRAIN PIPE GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATER/AL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. I I TRENCH DETAIL w 96 , 86 85 NOT TO SCALE LINE , APN Oz3V-,�- _ _ _-Y ___ _ .� _ ~ _ _ _ • 5 _ _-• �-� - 31 CONSTRUCTION NOTES QUANTITIE W 1 INSTALL 48" RCP, D -LOAD PER PROFILE 144 L.F. LA N " I 2 INSTALL 42" RCP, D -LOAD PER PROFILE 359 L.F. / _ O3 - INSTALL 36 RCP, D -LOAD PER PROFILE 879 L.F. A T. 1!l LA " -2" I 4 INSTALL 30" RCP, D -LOAD PER PROFILE 434 L.F. 30 � � �� _ 77 L.F. 2 26 27 28 29 5�- INSTALL 24 RCP, D LOAD PER PROFILE SE �M T . `1 - - 6 INSTALL 18" RCP, D -LOAD PER PROFILE 155 L.F. ' � �" S . fz C t- - - - - - - - - - - - ' - - - - 8 ONST. MANHOLE PER APWA STD. PLAN 321-1, SEE SHT. 6 1 EA. -- - - - - CONST JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT. 6 5 EA. ----- 1_1 � Tz� �---------- 0��-CONST MANHOLE PER APWA STD. PLAN 322-1, SEE SHT 7 1 EA. - - - - - - - - - - -----CONST. MANHOLE PER APWA STD. PLAN 320-1, SEE SHT. 7 4 EA. T 1 CONST. DOUBLE BRICK & MORTAR BULKHEAD PER PIPE CLOSURE-TYPE"B" 5 EA.+ 3E.d► TRA�r NO. ��0� P/N�HUI�S r��'r tea• ��BZ � DETAIL ON SHEET 6. DANE &-INSTALL 54" RCP, D -LOAD PER PROFILE 238 L.F. f &�--CONST CONC. HEADWALL PER S.B. CO. ROAD DEPT. STD 209 PER 1 EA.QlI �DEX MAP DETAIL ON SHT. 5. L(N)=12' L S =9' E N =5' E(S)=4.5' F=10 ; W=6' CITY OF FONTANA UTILITY NOTIFICATION LIST SCALE.• 1 " - 150' () () @-INSTALL 30" C.M.P. RISER PER DETAIL ON SHT. 5 (5-3" HOLES 6" ABOVE FG) 359 L.F. CITY OF FONTANA PACIFIC BELL CO. ANCHOR BLOCK AROUND BASE OF RISER 76 L.F. ATTN. CARLOS NAVARRO A77N: NORMA GUILLOT &-CONST 4" THICK 20' WIDE P.C.C. WEIR/SPILLWAY (2:1 SIDE SLOPES) 1000 S.F. 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET PER DETAIL ON SHEET 5 FONTANA, CA 92335 SUITE 1801®-- INSTALL 75 LB (12') ROCK RIP -RAP (SEE PLAN/PROFILE) 1375 C. Y. (909) 350-6632 ANAHEIM, CA 92807@ -CONST 4" THICK 10' WIDE P.C.C. DR/VE/RAMP 900 S F. (714) 666-5401 @-CONST CONC. BLANKET PIPE PROTECTION PER APWA STD. 225- 1, SEE SHT. 6. 2 Eq. S0. CALIFORNIA GAS COMPANY COMCAST (CABLE 1V) CONST. STEEL PLATE BULKHEAD PER DETAIL ON SHEET 2 1 EA. ATTN. GREG GASPAR ATTIC• JACK HAYES 1205 THE EXISTENCE AND LOCA T7ON OF ANY UNDERGROUND U77LI77ES OR S7RUCTURES (D -CONST MANHOLE PER APWA STD. PLAN 322-1 (MODIFIED), PER DETAIL 1 EA. 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; ON SHEET 7. FONTANA, CA. 92335 (909) 390-4738 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U77LI77ES EXCEPT (909) 428-8411 THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE WAJGrRUC7-10A1 )VOTZ!S Cour LEGEND: EMERGENCIES. (800) 427-2200 PRECAU77ONARY MEASURES TO PROTECT 7HE U77LITY LINES SHOWN ON THESE ATTN/� -7 . STEVE HOCK VERIZON DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- © 7,1� - 9,EIMOVE EX r. 15 �./P 0 c Y S0. CALIFORNIA ED/SON COMPANY S/B/CITY FOR 7NE UT1L/TY P/PES CONDUITS OR S1RUC7URES SHOWN OR NOT O / � STORM DRAIN LATERAL • 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. SHOWN ON THESE DRAWINGS a- DEMO v� HEApWa1� � >=�rI,c1� I � . FONTANA, CA. 92335 1400 E , CA. 91766 (W-- xt-mDVL Rf6&K I r'norlmg EA . - - - STORM DRAIN LINE (909) 820-5598 - UNDERGROUND POM A, CA. 27 THE CONTRACTOR AGREES THAT HE SHALL .ASSUME SOLE AND COMPLETE RESPONSI- 27 �ov� coc.Ic,+ sP/G�w,4Y /,ADD S.F (909) 875-5100 - TRANSMISSIONS BILI TY FOR THE JOB SITE CONDI77ONS DURING THE COURSE OF C0NS7RUC770N CATCH BASIN (21 3) 637-1233 - PIPELINES FONTANA WATER COMPANY OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 2S �II�L VOID kt/lT�f I -AGK 5�1� 6G/ -TRS `/ 30 Cy (909) 357-6233 - DISTRIBUTION ATTN. • MICHAEL J. MCGRAW THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, Ox- ASS ApprwvF=D o orY 6u&tc/eae S SEWER MAIN 8440 NUEVO AVENUE AND THAT THE CON7RACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER SEWER LATERAL FONTANA, CA 92335 (909) AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, CRA WFORD CANYON MUTUAL WATER CO. 822-2201 FAX. • (909) IN CONNEC 77ON W/ TH THE PERFORMANCE OF WORK ON 7N/S PROJECT EXCEP 77NG w WA TER MAIN ATTN. BASIL J. FABRIZIO 823-5046 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 7HE WATER SERVICE (909) 463-9580 ENGINEER. WEST SAN BERNARDINO WATER CO. SEWER MANHOLE UNDERGROUND SERVICE ALERT ATTY. • LON TSAI CONTRACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS AND SHALL REPORT (800) 422-4133 855 W. BASELINE R CIES EER PRIOR TO THE COMMEN OF WORK. FIRE HYDRANT Z RIALTO, CA 92J77, EC®R ® DRAWIRGJ� I STREET LIGHT LAND 0 W R/DE VEL OPER: THESE RECORD DRAWINGS HAVE REEN PREPARED, IN �,�' ® � � Q� �� ~ PART, ON THE BASIS C?� cit«''=�' �� � --� �f�l COMPILED AND � � � � � � C. B. CATCH BASIN Z CENTEX HOMES - - _ � � `" �_ �' � � i �G C.L. CENTERLINE W INLAND EMPIRE DIVISION FURNISHED BY OTHERS. TH-C ENGINEER WILL NOT BE � � �®• ����� � � � n, RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH _ N0. 3663 7 BENCH MARK.• # 8_ 17 BASIS OF BEAR/NGS: F.S. FINISH SURFACE j 2280 WARDLOW CIRCLE, SUITE 150 HAVE BEEN INCORPORATED INTO THE DOCUMENTS � � G. B. GRADE BREAK p BRASS CAP /N THE CONCRETE BASE OF THE BEAR/NG OF N 89'30'06" E /NV. INVERT CORONA, CA 92880 ARESULTTHEREOF. , �"� � ,.� E SOUTH LEG OF AN SCE TOWER ALONG SUMM/T AVE. AS SHOWN R�W RIGHT OF WAY "Z °p' 43' NORTH OF HIGHLAND, 0.2 M/ WEST CONTACT JAMES BOGLE C��� ryrfG.F AI�Ea� OF SAN SEVA/NE RD., 2.65 M/ WEST ON RECORD OF SURVEY IN BOOK � � f COF SIERRA AVE. 35; PAGE 9. Q PHONE. • (909) 479-9394 ,.Q� �•{X/' 51111 w q b d '� D 1428.609 1 �% ELEVATION: # T/ 0 REV. REVISION DESCRIP71ON DATE ENGR. CITY DA TF Prepared Under The Supervision Of : C/ T Y OF FONTANA, CA L IFO RN/A SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS P P oFE% PREPARED IN THE OFFICE OF NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF ��°P \`OMASNS F MADOLE AND ASSOCIATES, INC. S TORM DRA IN IMPRO VEMEN T PLA NS 2 �c1\ DRAWN B Y SCALE.• 00 APPROVAL SHOWN HEREON AND CARRIED FORTH /N A Q No. 62183 'U,° 760-A SOUTH ROCHESTER AVENUE RK/ATS TRA T 16695 AS SHOWN 00 ONTARIO, CA 91761-81801 DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE Exp: 9-30-05 PHONE (909) 937-9151 DESIGNED BY DA 7F• o MA/ATS E SHEET OCT 2004 ZON REVS/ONS TO THE PLANS TO BR/NG THEM INTO "9T FC I V \ \- CO�� to �0CHECKEDBY- �OY. REC P IC. 0 OFA�DRAWNG NO. '8 RCE 621 EXP. 9-30-05 ,4Up�D COA.AsrRuC sow ,vor�s acv/sem oG Z CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. ATS 3787 T 1 ��M �iw SAAr. le 4.11 R, / CITY ENGINEER R.C.E. 51152 DATE JA620-1887\storm\SD01.dwa. 6/6/2005 5:25:08 PM. 1:1. ATS