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Home My WebLink About2165-1I GENERAL NOTES (CONT' D) 32• THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS. PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.- 33. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS- 34• STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED - 35. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 36. ALL UNDERGROUND WORK SHALL. BE COMPLETED PRIOR TO PAVING OF STREETS. 37• EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 38• THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE(5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE(5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 39. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA. 40• ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 41- IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF THE WORK TO COMPLETION• 42. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 43• IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 44. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR• 45• ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS• 46. AS• -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. PRIVATE ENGINEER'S NOTE= THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. NOTE= NOTIFY UNDERGROUND SERVICE ALERT CALL TOLL F REE 1-800-422-4133 AT LEAST TWO (2) WORKING DAYS BEFORE YOU DIG. EXI SD. HUNTER' S STORM TRACT VICINITY MAP PROJECT N � I o�� SCALE: 1 '=2000' 0 SUMMIT AVE. z w W w W Q � CAI W z � J O QRQFESSIp�� / � Wf� rT1 No. 15960 I)ate3 F OF tc0. DEVELOPER/OWNER= FIRST CITY PROPERTIES 8383 Wishire Blvd., Ste. 80 Beverly Hills, CA. 90211 (213) 852-0499 -%1-F====- RIDGE DRAI N GENERAL NOTES �-- ELEVATIONS ARE IN FEET ABOVE U.S.C. 6 G.S.. MEAN SEA LEVEL DATUM OF 1929. 2• NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN SET, INSPECTED AND APPROVED. PIANS3• ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE 28 -DAY COMPRESSIVE STRENGTH OF 3250 P.S.I. 4. ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4" CHAMFER. Q 4 2 _3 5. ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2" N 0 � � 14 2.7_�^.142.7.7-1_ __ �.5 6 CLEARANCE UNLESS OTHERWISE SPECIFIED. �--�- -� � 7' 6. REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE STEEL AS PER A.S.T.M. A-615 GRADE 60. 7 Al I RAR RFNf1S ANfI HfIf1KS CHAI I f`IlNFf1RM Tf1 THG AMFRTf:CAI f:f1AIf:RFTF FA� _ 1'11 ., INDEX MAP Scale 1"- 300" NOTE - REV I StON N05.5k(OWAS FKtTARE_V BY k` THE SP C0 SUING GROUP 3Azt, PAUL • 14UDDLE5Mf4, J te. DATE -16 TRGMAS A. PETERSEN R•tli, 35275 DATE m RSC L./r\ DRAVII�JG /aUMA ER � A SSOC /ATgg 2900 ',4MMS STREVr, 5017E A -/s javec5/or c4, W54 UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 TELEPHONE: (714) 350-7610 SO. CALIF. GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 TELEPHONEs (71 4) 884--9411 . CALIF • EDI SON COMPANY 300 N. PEPPER AVENUE RIALTO, CA. 92376 TELEPHONE: (714) 820-5598 - UNDERGROUND (714) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES, OR (800) 422-4133 PLANS PREPARED UNDER THE DIRECTION OFt 6 GEORGE R. S UPE -C-E- # 13960 DATE MY REGISTRATION EXPIRES 3-31-93 CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES NO. DESCRIPTION UNIT QUANTITY ENFORCED. 24• 14277 14277-1 1 Construct 18" Die. R.C•P• L.F. D -LOAD SHALL BE 1350--D. 130 2- Construct 21" DIa• R.C.P. L.F. R.C.P. SHALL BE MANUFACTURED AND INSPECTED IN .ACCORDANCE WITH CO/GJTieC1 C T/ SEQ ZINC E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY 3 Construct 24" DIa• R.C.P. L.F. 2 l3 165 ON THESE PLANS ARE TO BE VERIFIED BY THE 4 Construct 27" DIa• R•C.P• L.F. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND ALL 650 BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR 5 Construct 30" DIa• R.C.P. L.F- 1 118 6 Construct 36" Die. R.C.P. L.F. ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- 38 WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 7 Construct 42" DIa• R.C.P. L.F. Uj 17061 M. THE PLANS. 8 Construct M.H. #2 Per LACFCD Std. #2-D184 (See Detail On Sheet 2 ) EA. INSPECTOR'S ACCEPTANCE. 1 30. 9 Construct M.H. #1 Per LACFCD Std. #2-D102 (See Detail On Sheet 2 ) EA. 1 1/211 THICKENED INVERTS. (SPECIAL COVER PIPE) 4 A rove[ Datet Approval 10 Construct M.H. #2 Per LACFCD Std.#2-D184 (See Detall On Sheet 2 ) EA. PIPES TO BE PLUGGED W/ 2 LAYERS BRICK & MORTAR PER 11 Construct Catch Basin #2 (W=7') Per LACFCD S -td. #2-D162 (See Detail On Sheet 2) EA. 12 Construct Catch Basin #3 (W=10') Per LACFCD Std. #2-D163 (See Detail On Sheet 2) EA. / I •L/. 13 Construct Catch Basin #3 (W=14') Per LACFCD Std. #2-D163 (See Detail On Sheet 2) EA. 3 -2G -9(o 1 FWE 43 - R.R. Spike in E.P. by PP#1536663E 14 Construct Catch Basin #3 (W=21') Per LACFCD Sid. #2-D163 (See Detall On Sheet 2) EA. DRAIN PLANS R.B.RNTS 4 //- Ig- 96 15 Construct Catch Basin #3 (W=28') Per LACFCD Sid. #2-D163 (See Detail On Sheet 2) EA. Cherry Ave.. LAND SURVEYORS 16 Local Depress:on #2 Per LACFCD Std. 2-D88 (See Street Plans) EA. 2 8 17 Remove Existing Plug $ Connect Into Existing RCP EA' Dea I fined 2 DetFet 18 6" P.V.C. L.F. 187 2002 IOWA AVE- SUITE 110 FJC TRACT N0. 14277514277-1,233149516 SEPT 1990 Elevation 1 31 3.04 RIVERSIDE. CALIFORNIA 92507 ., Checked byt --- - Q�oFEssi�� PACIFIC BELL CO. 3939 CORONADO STREET ANAHEIM, CA•,92807 TELEPHONE (714) 666-5494 UNDERGROUND SERVICE ALERT TELEPHONE (800) 422-4133 GROUP W CABLE 8561 NUEVO AVENUE FONTANA. CA. 92335 TELEPHONE% (714) 350-2344 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA. CA. 91766 TELEPHONE= (213) 357-2257, OR (800) 422- 41 33 REVISIONS Not Diacrt dont LiPOATED sTJ?EET NEs -- 3 ARM* -114,01 142-17-(o 4 S E!✓T 1 D 4 AVPPV LlNeE 3' STo,2M DR.Ab1/-EQv£,5'T. y AELETE P09'T110A11-1Nt- "I"" SkfT. ¢ (� "1Z[CIIRU_DRAWtW[h" FOR TR• - - - - 4- 7 QFL0,21D ORA W1 Al • T2 /d2 / !:7 "- 4 �1A m RCER 35275 aD clv\v. OF Ch f=.= 26229 t 8 r:7 `, Exp. 3/31/93 --'D 0 %y0_TE• FI,4ZZ = F1�i4E/L1f1/V /AI INSTITUTE "MANUAL OF STANDARD PRACTICE". 8. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER LINE OF STEEL UNLESS OTHERWISE NOTED- 9. ALL BACKFILLS AND FILLS TO BE. USED AS SUBGRADE SHALL BE COMPACTED TO A RELATIVE DENSITY OF 90% UNLESS OTHERWISE SPECIFIED. 10. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS OR 18" WHICHEVER IS GREATER. 11. PIPE SHALL BE IMBEDDED S. INCHES INTO ALL STRUCTURES INCLUDING INLET AND HEADWALLS, UNLESS OTHERWISE SPECIFIED. 12• ALL BACKFILL AND FILL AROUND CLOSED CONDUIT IN STREET RIGHT OF WAY SHALL BE BROUGHT UP TO SUBGRADE OF THE ROAD OR TO 2 FEET ABOVE THE TOP OF THE CONDUIT, WHICHEVER IS LESS. THE PUBLIC WORKS INSPECTOR AND THE SOILS ENGINEER SHALL INSPECT ALL BACKFILL AND FILL ABOVE AFOREMENTIONED LIMITS. APPLICATION FOR AN ENGINEER OR INSPECTOR IN CONNECTION WITH THE WORK SHALL BE MADE BY THE CONTRACTOR AT LEAST 24 HOURS BEFORE HIS SERVICE IS REQUIRED. 13. ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED IN A = ORDANCE WITH LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STb- DWG. NO 2-D177, CASE III. 14• THIS STORM DRAIN WILL NOT BE ACCEPTED FOR MAINTENANCE UNTIL THE STREETS HAVE BEEN PAVED, MANHOLES BROUGHT TO GRADE, AND THE SYSTEM IS CLEANED TO THE SATISFACTION OF THE CITY OF FONTANA DEPT. OF PUBLIC WORKS. 15. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 7-10.4.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN REGARD TO SAFETY ORDERS. 16. THE CONTRACTOR SHALL CONFORM TO THE "MINIMUM PUBLIC, SAFETY REQUIREMENTS" AS SHOWN ON LOS ANGELES COUNTY ENGINEER STANDARD S-2. 17. ALL PIPE SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCHING SHALL BE AT LEAST THREE FEET ABOVE TOP OF PIPE ELEVATION, OR AT FINISHED SURFACE ELEVATION, WHICHEVER IS LESS. 18. A PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTANA PRIOR TO COMMENCING ANY CONSTRUCTION WORK UNDER THIS CONTRACT. CONTACT THE CITY BY TELEPHONE AT (714) 350-7610 TO OBTAIN INSPECTION AND CONNECTION PERMIT AND TO MAKE DEPOSIT FOR INSPECTION BY THE CITY OF FONTANA. 19. THE CONTRACTOR SHALL PROVIDE FOR CONTRIBUTARY DRAINAGE AT ALL TIMES UNTIL. THIS STORM DRAIN SYSTEM IS OPERABLE. 20. THE CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA AT (714) 350•- 7610 AT LEAST 24 HOURS BEFORE BEGINNING CONSTRUCTION. 21.. PRIOR TO START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A PUBLIC WORKS CONSTRUCTION PERMIT FROM THE CITY OF FONTANA ENGINEERING DIVISION. 22. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON, IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. co%nr'�A� 3 Zcf' 23. ALL STATE AND LOCAL TRENCH SAFETY RALES WILL BE RIGIDLY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ENFORCED. 24• CONTRACTOR SHALL FURNISH A LETTER OF CERTIFICATION FROM PIPE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE MANUFACTURER. AS TO TEST RESULTS OF PIPE INSTALLED. MINIMUM A(-' >t- A162725= D -LOAD SHALL BE 1350--D. �Or2 �5T/Mi�T� vr� l?U��yT/T/�S _QN 25 • R.C.P. SHALL BE MANUFACTURED AND INSPECTED IN .ACCORDANCE WITH CO/GJTieC1 C T/ SEQ ZINC E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY SECTION 207•-2.7 , 2.8 & 2.9 OF THE STANDARD SPECS. FOR PUBLIC -TO-- -di` WORKS. QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED ::•��FESS9^ 26. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND ALL TO BID AND/OR CONSTRUCTION. IF NO BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE CONSTRUCTED THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS DISCREPANCIES ARE AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE SHOWN ON THE PLANS. KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION ENGINEER PRIOR TO THE AFORESAID TIME, THE TOTALS WILL BE ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING NO. 29• ALL PIPES SHALL BE CERTIFIED BY MANUFACTURER AND MARKED WITH Uj 17061 M. THE PLANS. , D -LOAD, DATE AND TEE'S LOCATIONS MARKED FOR PUBLIC WORKS -- - -- - INSPECTOR'S ACCEPTANCE. tRez510/V No - 4 WEi2E-.MA.DE_=- r ,9 -- L'i!t:,.,<- tQ',l 30. ALL PIPE WITH VELOCITIES EXCEEDING 20 F.P.S. WILL HAVE / S_AKER -0A9✓,50C/AT-&S_� 11VC. - _- _%�c_ _____1 ��, 0� (., 1 1/211 THICKENED INVERTS. (SPECIAL COVER PIPE) r=, `t A rove[ Datet Approval Date& �- 31• PIPES TO BE PLUGGED W/ 2 LAYERS BRICK & MORTAR PER '.�� co%nr'�A� 3 Zcf' GHIZl�-F.......... !/15 -=i2• -C• E%70 0�/� DENTE 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: THAT 'THIS REQUIREMENT SHALL APPLY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION ENGINEER PRIOR TO THE AFORESAID TIME, THE TOTALS WILL BE ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING CONSIDERED_AS FINAL PAY QUANTITIES FOR'ALL-WORK SHOWN ON CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN FOR LIAB1.I1Y ARISING FROM THE SOLE NEGLIGENCE OF THE THE PLANS. AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. OWNER, THE ENGINEER OR THE CITY. Engineer City BENCHMARK: CITY OF FONTANA CAL I FORK I A A rove[ Datet Approval Date& JP. KAPP & ASSOC IATES,...INC., '.�� ,2 PUBLIC WORKS DEPARTMENT to -25-`15 / I •L/. r, 3 -2G -9(o 4.5.96 1 3e y? FWE 43 - R.R. Spike in E.P. by PP#1536663E S' l y. CIVIL ENGINEERS. LAND PLANNERS Drawn byTORM DRAIN PLANS R.B.RNTS Sea l e t //- Ig- 96 2-1�1-iq -z -z5-C15 side o f Baseline 220 +/- E I y of Cherry Ave.. LAND SURVEYORS T 1 ILE - S H E E T Dea I fined by � DetFet = 2002 IOWA AVE- SUITE 110 FJC TRACT N0. 14277514277-1,233149516 SEPT 1990 Elevation 1 31 3.04 RIVERSIDE. CALIFORNIA 92507 ., Checked byt --- Dwg:` N•o 1 (714) 276-8760 �5 �- 00 Ap p r o v e d t _ v�Lt� -71-15 2E 4 - zt. :CITY ENGINEER R.C.E. 2S12C,