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HomeMy WebLinkAbout3723-11.ALL WORK SHORN HEREON SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING CODE, UBC 1997 EDITION, AND THE CONTRACT DOCUMENTS, ANY SPECIAL REQUIREMENTS OF' THE PERMIT, AND WHERE NOT INCONSISTENT THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS INCLUDING EXIS77NG STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SA77SFAC770111 OF THE SOILS ENGINEER. AFTER STRIPPING THE EXIS-17NG DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER. 4- THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER AND ANY ADDITIONAL OVER-EXCAVAPON SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND AS CONTAWED IN THE SOILS REPORT. cz COMPACTION SHALL BE OBTAINED BY THE CONTRACTOR AND OBSERVED AND TESTED BY THE SOILS ENGINEER 6, SCARIFY ALL CUT AREAS AND AREAS TO RECEIVE FILL TO A DEPTH OF 12" AND RECOMPACT TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY (OR AS DIRECTED BY THE SOILS ENGINEER) WHILE MAINTAINING THE OPTIMIUM MOISTURE CONTENT 7. IF ANY UNKNOWN SUBSTRUCTURES ARE ENCOUNTERED DURING CONSTRUC77ON, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER, THE DESIGN ENGINEER AND ARCHITECT PRIOR TO PROCEEDING. & PROTEC77VE MEASURES SHALL BE TAKEN BY THE CONTRACTOR 710 PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONS-1puc-nom PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE FLOWS OF MUD, SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. 9 ALL GRADING AND FILLWG OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY THE OWNERS APPROVED, LICENSED SOILS ENGINEER. ALL REPORTS REQUIRED OF THE SOILS ENGINEER BY CHAPTER 33 OF THE 2001 CBC SHALL BE PROVIDED TO THE CITY FOR APPROVAL. lia NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND N077FVNG THE BUILDING DEPARTMENT AND THE CITY ENGINEERS OFFICE. A PREGRADE MEETING AT THE SHE IS REQUIRED BEFORE THE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT. OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER GEOLOGIST, GEOTECHNICAL (SOILS) ENGINEER AND CITY GRADING INSPECTORS A 48-HOUR NOTICE IS REQUIRED. 11. THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE TO SUPERVISE AND CERTIFY THAT PROPER COMPACTION HAS BEEN OBTAINED BY THE SUB -CONTRACTORS AND OTHER AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATERLINES, ELECTRICAL, OAS AND LANDSCAPE /RRIGA77ON LINES AND THAT IT MEETS THE APPROVAL OF THE CITY ENGINEER AND THE SOILS ENGINEER. 12. ALL SLOPES EXCEEDING FIVE FEET IN VEP77CAL HEIGHT ARE TO BE PLANTED MPH APPROVED PLANT MATERIAL AND PROVIDED Wrr-I APPROVED WATERING, 1.1 FILL MATERIAL SHALL CONSIST OF MATERIAL FROM THE SITE OR GRANULAR, NON -EXPANSIVE IMPORT MATERIAL APPROVED BY THE SOILS ENGINEER. NO ROCKS GREATER THAN 12' IN DIAMETER MAY BE PLACED IN ME FILL. 14. SOILS PRESENT ON THE SITE CAN BE USED AS A FILL MATERIAL PROVIDED THAT ANY DELETERIOUS MATERIAL IS REMOVED PRIOR TO PLACEMENT ALL FILLS SHOULD BE BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT, PLACED IN 6- TO 8- LIFTS AND COMPACTED TO AT LEAST 90% RELATIVE COMPACTION (OR AS DIRECTED BY THE SOILS ENGINEER). THIS IS RELA77VE TO THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD TEST METHOD DESIGNATED: ASTM TEST METHOD D1557-70, IMPORTED FILL MATERIAL SHALL BE APPROVED BY THE SOILS ENGINEER. 15. FILL SLOPES SHALL BE COMPACTED BY MEANS OF A SHEEPSFOOT COMPACTOR OR OTHER SUITABLE EQUIPMENT COMPACTING SHALL CONTINUE UNTIL SLOPES ARE STABLE AND THERE ARE NOT APPRECIABLE AMOUNTS OF LOOSE SOIL ON THE SLOPES, 16, FILL SLOPES SHALL NOT BE STEEPER THAN 2:1 AND SHALL NOT HAVE LESS THAN 90% COMPACTION OUT TO THE FINISHED SURFACE. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY UBC SID. NO.70-1 AND VERIFIED BY THE SOILS ENGINEER. IZ CUT SLOPES SHALL NOT BE STEEPER THAN 2:1. 1& AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY ENGINEER AND SOILS ENGINEER PRIOR TO THE PLACEMENT OF FILL. 19. THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED AND MAINTAINED WITH GROUND COVER APPROVED BY ME CITY ENGINEER. AN APPROVED IRRIGATION SYSTEM OR WATER FACILITY MAY BE REQUIRED BY THE CITY ENGINEER PRIOR TO ROUGH GRADE APPROVAL. SLOPES ARE TO BE MAINTAINED BY THE PROPERTY OWNERS. 20- THE STOCK PILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY BUILDING OFFICIAL PRIOR TO THE EXCAVATION. STOCK PILE SITES, IF REQUIRED, ARE TO BE HYDROSEEDED. 21. ALL TRENCH BACKFILLS SHALL BE TESTED AND VERIFIED BY THE SOILS ENGINEER PER THE APPLICABLE AGENCY REQUIREMENTS. TRENCH COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE DEVELOPER, CONTRACTOR, DESIGN ENGINEER AND THE CITY PRIOR TO THE PLACEMENT OF ANY BASE MATERIAL OR ASPHALT PAVEMENT. 22, THE FINAL COMPAC77ON REPORT FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN- PLACE DENSITY, EITHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. EACH TEST SHALL IDENT7FY THE LOCATION AND DATE OF THE SAMPLING. 21 THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL PERFORM SUFFICIENT INSPECTIONS DURING GRADING AND CONSTRUC77ON SO THAT THEY MAY RENDER AN OPINION CONCERNING COMPLIANCE WITH THE PLANS AND CODES WITHIN THEIR PURVIEW 24- THE DESIGN CIVIL ENGINEER SHALL PERFORM SUFFICIENT OBSERVATIONS AND SURVEYS DURING GRADING AND CONSTRUC77ON SO THAT HE MAY VERIFY IN WRITING AS TO COMPLIANCE WITH THE PLANS AND CODES WITHIN HIS PURVIEW 25. SANITARY FACILITIES SHALL BE MAINTAINED ON SITE PER STANDARD SPECIFICATIONS. 26, THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 27 THE CONTRACTOR SHALL OBTAIN ALL OSHA PERMITS. 28. ALL WORK SHALL BE DONE IN ACCORDANCE WITH. THE SOIL ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS, THE CONTRACTOR IS DIRECTED TO THE SOILS REPORT PREPARED BY *THE SOILS ENGINEERING RECOMMENDATIONS ARE INCLUDED WHOLLY AS MOUGH STATED EXPLICITLY HEREON AND CAN BE FOUND WITHIN THE PROJECT SPECIFICATIONS FOR THIS CONTRACT, 29, ALL SITE CLEAN-UP AND GRADING WILL BE SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER AND MUST CONFORM TO THE REQUIREMENTS OF THE CITY OF FONTANA AND THE SOILS ENGINEER'S RECOMMENDATIONS. THESE REQUIREMENTS SHALL BE FURNISHED TO THE GRADING CONTRACTOR , WHO IS RESPONSIBLE FOR NOTIFYING THE GOVERNMENTAL AGENCY, AS REQUIRED, AND FOR NOTIFYING THE SOILS ENGINEER AT THE START OF THE SITE CLEAN-UP, ME START OF GRADING OPERATIONS AND ANY77ME THAT GRADING OPERA77ONS ARE RESUMED AFTER INTERRUPTION. EACH STEP OF THE OPERATIONS DESCRIBED ABOVE MUST BE APPROVED IN A SPECIFIC AREA BY THE SOILS ENGINEER AND WHERE REQUIRED, BY THE APPROPRIATE GOVERNMENTAL AGENCY BEFORE PROCEEDING WITH SUBSEQUENT WORK, 30. THE CONTRACTOR IS 710 REQUEST THE ENGINEER TO SET GRADE STAKES FOR ALL DRAINAGE DEVICES A MINIMUM OF 24 HOURS IN ADVANCE. THE CONTRACTOR SHALL OBTAIN A CITY INSPECTOR BEFORE POURING ANY OF SAID DEVICES. 31. SUFFICIENT TESTS OF THE SOILS SHALL BE MADE TO DETERMINE THE DENSITY THEREOF. THE MINIMUM NUMBER OF TESTS SHALL BE AS FOLLOWS: A) ONE TEST FOR EACH TWO FOOT VERTICAL LIFT. B) ONE TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED. IN ADDITION, CUT AREAS SHALL RECEIVE SOILS TESTS SUBSEQUENT TO .SCARIFICATION AND RECOMPAC770N, MINIWj�� ONE TEST FOR EACH 10,500 S.F. A FINAL COMPACTION TEST SHALL BE ACCOMPLISHED WITH A MINIMUM OF TWO TESTS PER LOT TAKEN FROM THE CENTRAL PORTIONS OF THE LOT AT REPRESENTATIVE LOCATIONS. 32. PRoposEo STARTING DATE: 21_Q_4___. PROPOSED COMPLETION DA 33. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE ARCHITECT, OWNEP AND THE CITY WITH VERIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT THE BUILDING PAD SUEGRADES ARE V41HIN 0-10' OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAVE SEEN OBTAINED. 34, VERIFICATIONS OF FINAL 'LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO THE FINAL BUILDING INSPECTION REQUESTS. 35. PRIOR TO THE DELIVERY OF ASPHALT TO THE S1 TE, THE CONTRACTOR SHALL OBTAIN VERIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT THE PROPER SUBGRADE ELEVATIONS AND COMPAC17ON HAS BEEN OBTAINED AND SHALL FURNISH SAID VERIFICATIONS TO THE OMER FOR APPROVAL. 36. SOILS IN THE AREA OF THE PROPOSED STRUCTURES SHALL BE CUT TO THE PROPOSED GRADE, AND THE SURFACE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 1.0, MOISTURE CONDITIONED AND PROOF -ROLLED TO A MINIMUM OF 90% RELATIVE COMPACTION, UNLESS OTHERWISE PROVIDED FOR W THE SOILS REPORT 37. DEVELOPERS SHALL SUBMIT A COMPACT70N TEST REPORT AND OBTAIN' APPROVAL PRIOR TO THE FOUNDATION INSPECTION. 38. CHAIN LINK FENCING SHALL CONFORM TO THE PROVISIONS IN SEC77ON 206-6 AND 304-5, "CHAIN LINK FENCE", OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC-170N. 39. ASPHALT CONCRETE &HALL BE PLACED IN TWO (2) LIFTS FOR A TOTAL THICKNESS GREATER THAN 2 112". ASPHALT CONCRETE SHALL BE TYPE I -B -AR -4000 FOR THE LOWER COURSE AND TYPE I -C2 -AR - 4000 FOR THE TOP COURSE. 40. CRUSHED AGGREGATE BASE SHALL CONFORM -ID THE PROVIS RONS OF SECTION 200-2 "UNTREATED BASE MATERIALS, AND SECTION 301-2, 'UNTREATED BASE", OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC770N. (LATEST ED/770N) 41, CONTRACTOR SHALL NOTIFY SOILS ENGINEER, OWNER AND TENANT FOR COMPACTRON, AND LIMITS OF PAD AREA PRIOR TO CONSTRUCTION. 42. CONTRACTOR SHALL ADJUST STORM DRAIN MANHOLES TO GRADE AFTER PAVING IS INSTALLED. 43. ALL STORM DRAIN PIPE STATIONING AND QUAN7177ES ARE BASED ON HORIZONTAL PROJEC770N. 44. THE HOURS OF CONSTRUC71ON SHALL BE MONDAY 7HROUGH FRIDAY 7 am to 6 pm 45, EMERGENCY CONTACT PERSON. JIM COTTRLLL PHONE NUMBER. 949-885-8' 500 46, ALL GRADING ACTIVITIES SHALL CEASE IF WINDS EXCEED 25 MPH THE UNDERSIGNED ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 3317 OF THE 2001 CALIFORNIA BUILDING CODE. MAURICE H, MURAD RCE 33366 DATE NOTES CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. Coffoff ft Cova of CM Ehgheem & Land SAIrveyors CONSTRUC770N CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CCWTRUC710N PRACTICES CONSTPUC77ON CONTRACTOR MLL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- 7HAT THIS REQUIREMENT SHALL BE MADE TO APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC770M WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NC LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND U77UTY PIPES OR STRUCTLIPES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U77LITIES EXCEPT AS SHOM ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOM AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT 7HEIR OPERAPONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PRO7EC7ED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY IMTH THE 'OCCUPA 77ONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S, DEPARTMENT OF LABOR, AND W?7`H THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE 'OCCUPA77ONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S! DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS'. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC77ON OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR ,SHALL DEFEND, INDEMNIFY AND HOLD THE OMER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCIE OF WORK ON THIS PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UNAUTHORIZED CHANGES AND USES CAU77ON: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES TO OR USES OF THESE PLANS, EARTHWORK VOLUMES VERTICAL CURVE CUT (CT FILL (C Y) TC TOP OF CURB 53 EARTHWORK NOTE. RAW QUAN7777ES ONLY. NO ALLOWANCE MADE FOR SHRINKAGE, STRIPPING LOSS, ETC. QUANT177ES ARE FOR FEE PURPOSES ONLY - NOT FOR BIDDING. CONTRACTOR SHALL PERFORM INDEPENDENT EARTHWORK CALCULATIONS AND 61D A COMPLETE JOB. #4 REBAR @ 4-'- O.C. WELDED (TYP.)_-, I ELEV. 'B" 14 GA CSP- ELEV. 'A" c0i CONC. FB SLOPE TO DRAIN SEE PLAN FOR D2 AND ELEVATIONS A & 8 D1=1.5xD2 (OR AS SHOWN) D2=DJ ,-FINISHED GRADE REMOVABLE STD. GAL V. CSP CONN. BAND CSP RCP NOM 2' SINCE THIS IS A CITY FACILITY, THE CITY WILL IMPLEMENT A REGULAR MAINTENANCE PROGRAM TO KEEP THE DETENTION PLAN FREE OF ANY DEBRIS ANDIOR SILT CMP INLET .SCALE LANDSCAPED AREA OR AS SHOWIq 2- GAL NAILS- 2"x3'x18'2 REDWO( STAKES @ 4' O.C. I [ F !- mm-mm2l NOT TO SCALE VC VERTICAL CURVE TP TOP OF PAVEMENT TC TOP OF CURB L ELEVA TION FL,_-, FLOWLINE FG FINISH GRADE FS FINISH SURFACE OF CURB FACE G8 ....... GRADE BREAK HP. ..... HIGH POINT /NV__ INVERT ELEVATION TG TOP OF GRA TE CB CATCH BASIN RD ROOF DRAIN LD,.,,.,. LOCAL DEPRESSION EP. - _.. , EDGE OF PAVEMENT COTG, - . CLEANOUT TOP OF GRATE SMH ...... SEWER MANHOLE R ......... RIDGE LINE P./.P ...... PROTECT IN PLACE CL, __ CENTERLINE DWY. ... DRIVEWAY WS EL ... WATER SURFACE ELEVATION 1090 PROPOSED CONTOUR EXISTING CONTOUR RIP -RAP DETAlm NOT TO SCALE I ' GROUTED LING STONE RIP -RAP DA TA CONSTRUCT 3" AC OVER 12" COMPACTED NATIVE (AS DIRECTED BY SOIL ENGINEER),___... ........... VA VG I TI wc: L OCA 77ON (FPS) I (FT) I BANK 108" RCP OUTLET 1C.3 1 3.3' 1114 TCNI NO 7ES: 1, USE CALTRANS SPECIFICATIONS, SEC77ON 72-202 FOR ROCK SIZE BY RSP -CLASS AND MATERIAL PROPERTIES. 2. USE CALTRANS STANDARD SPECIAL PROVISIONS MILS M-82 & 7215 FOR RSP FABRIC. 3. NO. 1 BACKING CLASS OR RSP WITH 112 TON ROCK AND LARGER SHALL BE USED AS DIRECTED BY THE SOILS ENGINEER. 4. PLACEMENT METHOD TYPE 6 PER CALTRANS SPECIFICATIONS. 5. RIP -RAP DESIGN PER CALTRANS HIGHWAY DESIGN MANUAL TABLE 873.3 B. 18"* 18"* CL AC PAVING OR PCC PAVING ' I vji mN A`�T Z)7 7,(k7)Ae/,_7TAAl3\k9A LIP, CONSTRUCTION NOTES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE TI E/F OWN QUANTITIES AND BID A COMPLETE JOB. G) CONSTRUCT CONCRETE V -CUTTER PER DETAIL ON SHEET 1. ........ LF STOFM DRAIN CONSTRUCTION NOTES NOTES: A. ALL STORM DRAIN QUANTITIES SHOWN ON PLANS ARE BASED ON HORIZONTAL PROJECTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE TRUE LENGTHS OF PIPE. DISTANCES SHOWN IN COURSE DATA TABLES DO NOT REFLECT PIPE LENGTHS. 3. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AS NECESSARY AFTER FINAL PAVING HAS BEEN INSTALLED. 0 INSTALL 18" RCP (D -LOAD AND PROFILE AS SMO MV ON PLANS). - - . . ...... ....................................... 42 LF (9 CONSTRUCT CMP INLET PER DETAIL ON SHEET ....... .......... ...... ........ ......... . 1 EA C19) INSTALL FLARED END SECTION PER CALTRANS STANDARD PLAN D94 ............................................... 1 EA -W 61, 2" TC_ LANDSCAPING, n /, SLOPE PER PLAN GRAVEL OR PAVEMENT // , . 1> 15 FS (AS SHOWN ON PLAN) , I I CONCRETE PAVING CURB & PAVING TO BE POURED MONOLITHICALLY (EXPANSION JOINTS AT 10' O.C.) NOT TO SCALE EROSION CONTROL LEGEND El INSTALL GRAVEL ACCESS APRON - DIMENSIONS & LOCATIONS AS INDICATED ON PLAN. (GRADE IN THE INTERIM TO BE BELOW THE STREET GRADE. ALL TRUCKS TO ENTER OR EXIT AT THESE LOCATIONS). TRUCK WHEELS TO BE DIRT FREE PRIOR TO EXITING THE SITE. @INSTALL A CIRCLE OF SANDBAGS 65' IN LENGTH: 2 ROWS X 2 HIGR OMIT 2 BAGS AT THE FLOWLINE OF THE SWALE (TYP.), @INSTALL A 15' LONG DOUBLE ROW OF SANDBAGS, 2 BAGS HIGH. OMIT ONE BAG AT THE FLOWLINE. EE INSTALL A SEMI -CIRCLE OF SANDBAGS 35" IN LENGTH: 2 ROWS X 2 4 HIGH. OMIT 2 BAGS AT THE FLOWLINE OF THE SWALE (TYR). INSTALL 2 LAYERS OF SANDBAGS AROUND PERIMETER OF SITE AS SHOWN U5 ON PLAN. GRAVEL CLEAN UP AREA TEMPORARY 4" PVC PIPE TEMPORARY AC RAMP 1 112- GRAVEL 'TIA'IEL El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nSFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. E. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED, GRADING OPERA77ONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. F, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATEPS CREATE A HAZARDOUS CONDITION. G. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLANS SHALL BE INCORPORATED HEREON. H. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 1. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH 'WORKING DAY WHEN THE FIVE DAY PAIN PROBABILITY FORECAST EXCEEDS 407. J SILT AND OTHER DEBRIS SHALL RE REMOVED AFTER EACH MAJOR RAINFALL. K. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO BE USED DURING THE RAINY SEASON WILL BE SUBMITTED TO THE CITY PRIOR TO OCTOBER 1. THE CONTROL DEVICES SHOWN ON SAID PLANS WILL BE INSTALLED NO LATER THAN NOVEMBER 1, AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15, L ANY DISTURBED GROUND LEFT AFTER T74E COUPLE77ON OF THE ROUGH GRADING OPERATION SHALL BE PLANTED WITH SUITABLE VEGET4710,14 (NATIVE PREFERRED) TO MITIGATE EROSION. EROSION CONTROL GENERAL NOTES A. THE GRADING OPERA77ON WILL INVOLVE THE USE OF EQUIPMENT NECESSARY TO FACILITATE THE ROUGH GRADING WHIN THE PROJECT LIMITS. B. NO TOXIC MATERIAL STORAGE IS EXPECTED DURING THE GRADING OPERATION. C. THE BMPS WILL BE AS FOLLOWS., I. SAND BAGS WILL BE PLACED AT ALL INLETS TO CONTROL SEDIMENT 2. THERE WILL BE A GRAVEL APRON TO CLEAN EXITING TRUCKS. 3, SAND BAGS MIA BE PLACED IN PROPOSED ROADS. 4, AFTER THE GRADING IS COMPLETED, THE COP47RACTOR WILL PROVIDE GROUND SWEEPING AND WATERING TO INSURE THE ULTIMATE EROSION CONTROL ONSITE. 5. THE CONTRACTOR SHALL CLEAN ALL STREETS BY SWEEPING AFTER THE DAILY GRADING OPERA770N, (AS REQUIRED). CONSTRUCT 3" AC OVER 12" COMPACTED NATIVE (AS DIRECTED BY SOIL ENGINEER),___... ........... 22629 SF U8 INSTALL GATE PER LANDSCAPE ARCHITECT PLANS ............ ............. ...... ........ - ...... .......... 2 EA S INSTALL REDWOOD HEADER PER DETAIL ON SHEET I ............. .................. ................ .3040 LF 302 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH (D TPAN T -r -PE) PER CITY OF FONTANA STD. 102-A . ...... . 1 EA 00 SA CUT AND REMOVE ANY EXISTING PAVEMENT IN AREAS INDICATED.... .............. 30 SF 0 SAWCUT AND REMOVE EXISTING PCC SIDEWALK__ ....... ....................... ...... ....... ......... 98 SF Q3 REMOVE EXISTING FENCE, ...... ................ ....... ...... ....... ...... ........ __ 951 LF 008 INSTALL RIP -RAP PER DETAIL HEREON ...... ....... ........ ......... ..................................... 6616 SF 1!2 INSTALL 6' HIGH WROUGHT IRON FENCE PER LANDSCAPE ARCHITECT PLANS. . ...... ...... ..........1336 LF CONSTRUCT MEANDERING SIDEWALK PER CITY OF FONTANA STD. No. 1015 _.. - _ . . . .............. .... 2358 SF 32 INSTALL 6' HIGH WOOD FENCE PER LANDSCAPE ARCHITECT PLANS__- ......................................... 316 LF 324 INSTALL WROUGHT IRON FENCE WITH PILASTERS PER LANDSCAPE ARCHITECT PLANS .................. ....... 551 LF CONSTRUCT 8" CONCRETE CURB PER DETAIL HEREON, MONOLITHICALLY WITH CONCRETE PAVEMENT..,.. ..... 60 LF Q!6 CONSTRUCT 8- PCC OVER COMPACTED NATIVE ......... .......... ...... ........ ...... .787SF U27 INSTALL GROUTED FACING STONE PER CALTRANS SPECIFICATIONS & PER DETAIL HEREON ......... ..... 2519 SF STOFM DRAIN CONSTRUCTION NOTES NOTES: A. ALL STORM DRAIN QUANTITIES SHOWN ON PLANS ARE BASED ON HORIZONTAL PROJECTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE TRUE LENGTHS OF PIPE. DISTANCES SHOWN IN COURSE DATA TABLES DO NOT REFLECT PIPE LENGTHS. 3. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AS NECESSARY AFTER FINAL PAVING HAS BEEN INSTALLED. 0 INSTALL 18" RCP (D -LOAD AND PROFILE AS SMO MV ON PLANS). - - . . ...... ....................................... 42 LF (9 CONSTRUCT CMP INLET PER DETAIL ON SHEET ....... .......... ...... ........ ......... . 1 EA C19) INSTALL FLARED END SECTION PER CALTRANS STANDARD PLAN D94 ............................................... 1 EA -W 61, 2" TC_ LANDSCAPING, n /, SLOPE PER PLAN GRAVEL OR PAVEMENT // , . 1> 15 FS (AS SHOWN ON PLAN) , I I CONCRETE PAVING CURB & PAVING TO BE POURED MONOLITHICALLY (EXPANSION JOINTS AT 10' O.C.) NOT TO SCALE EROSION CONTROL LEGEND El INSTALL GRAVEL ACCESS APRON - DIMENSIONS & LOCATIONS AS INDICATED ON PLAN. (GRADE IN THE INTERIM TO BE BELOW THE STREET GRADE. ALL TRUCKS TO ENTER OR EXIT AT THESE LOCATIONS). TRUCK WHEELS TO BE DIRT FREE PRIOR TO EXITING THE SITE. @INSTALL A CIRCLE OF SANDBAGS 65' IN LENGTH: 2 ROWS X 2 HIGR OMIT 2 BAGS AT THE FLOWLINE OF THE SWALE (TYP.), @INSTALL A 15' LONG DOUBLE ROW OF SANDBAGS, 2 BAGS HIGH. OMIT ONE BAG AT THE FLOWLINE. EE INSTALL A SEMI -CIRCLE OF SANDBAGS 35" IN LENGTH: 2 ROWS X 2 4 HIGH. OMIT 2 BAGS AT THE FLOWLINE OF THE SWALE (TYR). INSTALL 2 LAYERS OF SANDBAGS AROUND PERIMETER OF SITE AS SHOWN U5 ON PLAN. GRAVEL CLEAN UP AREA TEMPORARY 4" PVC PIPE TEMPORARY AC RAMP 1 112- GRAVEL 'TIA'IEL El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nSFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. E. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED, GRADING OPERA77ONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. F, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATEPS CREATE A HAZARDOUS CONDITION. G. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLANS SHALL BE INCORPORATED HEREON. H. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 1. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH 'WORKING DAY WHEN THE FIVE DAY PAIN PROBABILITY FORECAST EXCEEDS 407. J SILT AND OTHER DEBRIS SHALL RE REMOVED AFTER EACH MAJOR RAINFALL. K. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO BE USED DURING THE RAINY SEASON WILL BE SUBMITTED TO THE CITY PRIOR TO OCTOBER 1. THE CONTROL DEVICES SHOWN ON SAID PLANS WILL BE INSTALLED NO LATER THAN NOVEMBER 1, AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15, L ANY DISTURBED GROUND LEFT AFTER T74E COUPLE77ON OF THE ROUGH GRADING OPERATION SHALL BE PLANTED WITH SUITABLE VEGET4710,14 (NATIVE PREFERRED) TO MITIGATE EROSION. EROSION CONTROL GENERAL NOTES A. THE GRADING OPERA77ON WILL INVOLVE THE USE OF EQUIPMENT NECESSARY TO FACILITATE THE ROUGH GRADING WHIN THE PROJECT LIMITS. B. NO TOXIC MATERIAL STORAGE IS EXPECTED DURING THE GRADING OPERATION. C. THE BMPS WILL BE AS FOLLOWS., I. SAND BAGS WILL BE PLACED AT ALL INLETS TO CONTROL SEDIMENT 2. THERE WILL BE A GRAVEL APRON TO CLEAN EXITING TRUCKS. 3, SAND BAGS MIA BE PLACED IN PROPOSED ROADS. 4, AFTER THE GRADING IS COMPLETED, THE COP47RACTOR WILL PROVIDE GROUND SWEEPING AND WATERING TO INSURE THE ULTIMATE EROSION CONTROL ONSITE. 5. THE CONTRACTOR SHALL CLEAN ALL STREETS BY SWEEPING AFTER THE DAILY GRADING OPERA770N, (AS REQUIRED).