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HomeMy WebLinkAbout2482-1.tifGENERAL NOTES: AN AS -GRADED, GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID 3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE 51 REDWOOD AVENUE P.O. BOX 518 GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION FONTANA, CA 92335 36. CUT AND FILL SLOPES AND ALL BRUSHED AREAS SHALL BE PLANTED WITH APPROVED 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE LASTEST 23. PLANTING AND AN IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH PROPOSED MEASURE SHALL BE PUT INTO OPERATION TO MITIGATE DUST. EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", INSPECTION. LANDSCAPE AND IRRIGATION PLANS INCLUDING LOTS ADJACENT TO CANYONS. PLANNING ("GREEN BOOK"), INCLUDING ALL SUPPLEMENTS AS WRITTEN AND PROMULGATED 231 VALLEY BOULEVARD � J BY THE JOINT COOPERATIVE, COMMITTEE OF THE SOUTHERN CALIFORNIA 37. BUILDING PERMITS CAN NOT BE ISSUED UNTIL THE FOLLOWING ITEMS ARE COMPLETED TO THE ALL SLOPES EXCEEDINGFEET IN VERTICAL HEIGHT AND EXCEEDING 5:1 CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE SOUTHERN CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE SATISFACTION OF THE BUILDING & SAFETY DIVISION. 40 NUEVO AVENUE CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA, _ A) PRECISE GRADING PLANS. F01 WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS, AND CHAPTER 33 WITH APPROVED WATERING SYSTEM. B) GRADING INSPECTION BY A BUILDING AND SAFETY INSPECTOR. BE IMMEDIATELY REPAIRED. OF THE BUILDING CODE, LATEST EDITION. zOL C) FINAL COMPACTION REPORT/CERTIFICATION FROM THE SOIL ENGINEER. LOT 9LOT 10 CONTRACTOR TO REGRADE D) GRADE VERIFICATION BY THE CIVIL ENGINEER. 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS, 13750 SLOPE AS REQUIRED TO INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES, 38 NO BUILDING PERMIT SHALL BE ISSUED UNTIL A PRECISE GRADING PLAN HAS BEEN PROVIDE 2' BENCH AT TOP AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION .PREPARED BY GEOLABS - WESTLAKE AND ANY AMENDMENTS THERETO, SUBMITTED AND APPROVED. OF SLOPE OF THE GEOTECHNICAL ENGINEER. 0 10 ARE HEREBY MADE.A PART HEREOF. 4 EA 39. A SOILS ENGINEER APPROVED BY THE CITY AT DEVELOPER'S EXPENSE SHALL SUPERVISE ALL 3. AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED NATURAL SOILS EXIST. SLOPE GRADING OPERATIONS. THIS SUPERVISION SHALL BE SUCH THAT THE SOILS ENGINEER CAN 17. -,. SHALL BE EXCAVATED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. DETERMINE THE NATURE OF THE EXCAVATIONS AND FILLS AND KEEP THE WORK UNDER CONTROL. 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER 40. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE INSTALLED PRIOR TO NOVEMBER 1ST AND EXIST. AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN BE MADE IN 18. SHALL BE MAINTAINED ON THE SITE THROUGH APRIL 15TH OF THE YEAR FOLLOWING. 1 ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND W� PROTECT IN PLACE AS CONTAINED IN THE GEOTECHNICAL REPORT. 41. GRADE LEVEL AREAS TO DRAIN AWAY FROM THE TOP EDGES OF SLOPES. 5. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF 42. GRADING INSPECTION DURING INSTALLATION IS REQUIRED FOR ALL DRAINAGE DEVICES. FO 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT OREMOVE 15 FILL TERRACE BENCHES AND FILL SLOPES MUST BE APPROVED BY THE SOILS ENGINEER 625 LEAST 90% OF THE MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD 16 AND CITY BUILDING OFFICIAL PRIOR TO TERRACE PAVING. 1: 3313.4, OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED FO 19. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA ENGINEERING BY THE GEOTECHNICAL ENGINEER. ALSO, 95% COMPACTION REQUIRED IN PAVED 43. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 90 AREAS. THE CITY OF FONTANA. 20. 44. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM THE BEGINNING TO COMPLETION 6. IF ANY UNKNOWN SUB -SURFACE STRUCTURES ARE ENCOUNTERED DURING OF GRADING OPERATIONS. CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION 0 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER 460 OF THE GEOTECHNICAL ENGINEER BEFORE PROCEEDING FURTHER. 45. THE PERMITTEE OR HER AGENT SHALL NOTIFY THE CITY WHEN THE GRADING OPERATION IS HIS / _.. 21 READY FOR FINAL INSPECTION. WHEN ALL WORK INCLUDING INSTALLATION OF ALL DRAINAGE 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO © STRUCTURES AND THEIR PROTECTIVE DEVICES HAVE BEEN COMPLETED AND THE AS -GRADED 1 CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PLANS AN4 REQUIRED REPORTS HAVE BEEN SUBMITTED. PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON CONSTRUCT 1-1/2" COPPER, TYPE M, DOMESTIC WATER PIPE 380 PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED 46. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND n ``��✓✓ STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND 65 BUILDING CONSTRUCTION OPERATIONS. SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR 47. PAVEMENT SECTIONS ARE SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED 5 SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. GEOTECHNICAL ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT ©6 CONSTRUCT 18" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 4. 140 OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION Q INSTALL PLUG. 1 HAS BEEN OBTAINED. ® CONSTRUCT 3" P.V.C. SEWER PIPE, SDR 35, AND APPURTENANCES. 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING INSPECTOR 24 -HOURS PRIOR TO THE START of WORK. EROSION CONTROL NOTES. CONSTRUCT 4" THICK CONCRETE SIDEWALK. SEE LANDSCAPE ARCHITECT 10,320 SF 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE 30 CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104-A. ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 3317 OF THE UNIFORM 1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL } BUILDING CODE. SF TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE SEE GENERAL NOTES NO. 46 & 47 HEREON. AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO 11. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND EA. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR FONTANA STD. NO. 125 AND NO. 125A. REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. Y RIaGE GRADING CHERRY AVENUE C&G SECTION C -C NOT TO SCALE AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL LINES, GAS AND LANDSCAPE 2. DEVICES SHALL NOT BE NOVED OR MODIFIED WITHOUT THE APPROVAL OF IRRIGATION LINES. ' THE CITY INSPECTOR. UTILITY PURVEYORS. 12. AN AS -GRADED, GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID 3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE 51 REDWOOD AVENUE P.O. BOX 518 GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION FONTANA, CA 92335 END OF EACH WORKING DAY, WHEN THE FIVE-DAY RAIN PROBABILITY (909) 350-7610° ARMANDO, GONZALES PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING 23. FORECAST EXCEEDS 40 PERCENT. MEASURE SHALL BE PUT INTO OPERATION TO MITIGATE DUST. ALPER DEVELOPMENT INSPECTION. 1101 CALIFORNIA AVE. #205 PLANNING S0 231 VALLEY BOULEVARD � J AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM DIS 13. ALL SLOPES EXCEEDINGFEET IN VERTICAL HEIGHT AND EXCEEDING 5:1 1205 DUPONT STREET CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE 79 40 NUEVO AVENUE ,,5 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED _ JNOTE: F01 "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE WITH APPROVED WATERING SYSTEM. RULE 403 (FUGITIVE DUST EMISSIONS) TO MITIGATE THE IMPACT OF CONSTRUCTION BE IMMEDIATELY REPAIRED. (9( zOL GENERATED DUST PARTICULATES. LOT 9LOT 10 CONTRACTOR TO REGRADE TRACT 14572-1 LOT 10 TRACT 13750TRACT 13750 SLOPE AS REQUIRED TO 1RACT 13730 9 O OF THE. SLOPE AT THE CONCLUSION OF EACH WORKING DAY. PROVIDE 2' BENCH AT TOP EXIST. PAD 2' 1 .PREPARED BY GEOLABS - WESTLAKE AND ANY AMENDMENTS THERETO, EXIST. GROUND OF SLOPE DIS 0 10 ARE HEREBY MADE.A PART HEREOF. 4 EA 29 BENCH STRUCTURE PER CITY OF FONTANA STD. NO. 122. EXIST. SLOPE F01 17. -,. MAINTAIN 5' VERTICAL CLEARANCE BETWEEN WATER AND SEWER LINES. STRUCTURE PER CITY OF FONTANA STD. NO. 122. PROTECT IN PLACE -- --� -_.,� EROSION EXIST. SLOPE 18. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL 1 EA W� PROTECT IN PLACE 14 2 PROP. GROUND �1 1 CODE. ( FO EARTH SWALE I OREMOVE 15 DAYLIGHT SECTION C -C NOT TO SCALE AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL LINES, GAS AND LANDSCAPE 2. DEVICES SHALL NOT BE NOVED OR MODIFIED WITHOUT THE APPROVAL OF IRRIGATION LINES. ' THE CITY INSPECTOR. UTILITY PURVEYORS. 12. AN AS -GRADED, GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID 3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE 51 REDWOOD AVENUE P.O. BOX 518 GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION FONTANA, CA 92335 END OF EACH WORKING DAY, WHEN THE FIVE-DAY RAIN PROBABILITY (909) 350-7610° ARMANDO, GONZALES PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING 23. FORECAST EXCEEDS 40 PERCENT. MEASURE SHALL BE PUT INTO OPERATION TO MITIGATE DUST. ALPER DEVELOPMENT INSPECTION. 1101 CALIFORNIA AVE. #205 PLANNING S0 231 VALLEY BOULEVARD � 4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM DIS 13. ALL SLOPES EXCEEDINGFEET IN VERTICAL HEIGHT AND EXCEEDING 5:1 1205 DUPONT STREET CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE 79 40 NUEVO AVENUE ,,5 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED _ PROTECTIONS MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO F01 "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE WITH APPROVED WATERING SYSTEM. RULE 403 (FUGITIVE DUST EMISSIONS) TO MITIGATE THE IMPACT OF CONSTRUCTION BE IMMEDIATELY REPAIRED. (9( 0 GENERATED DUST PARTICULATES. 742 HAMPSHIRE ROAD, SUITE C THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WR171NG AND CO 16. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS 5. FILL SLOPES AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP (W=7'-0", V=4.00') RECOMMENDATIONS AND CONTRACT SPECIFICATIONS, AS PER SOILS REPORT 9 O OF THE. SLOPE AT THE CONCLUSION OF EACH WORKING DAY. SO LF .PREPARED BY GEOLABS - WESTLAKE AND ANY AMENDMENTS THERETO, AND AND APPURTENANCES. DIS 0 10 ARE HEREBY MADE.A PART HEREOF. 4 EA fig; STRUCTURE PER CITY OF FONTANA STD. NO. 122. 11 F01 17. -,. MAINTAIN 5' VERTICAL CLEARANCE BETWEEN WATER AND SEWER LINES. STRUCTURE PER CITY OF FONTANA STD. NO. 122. 12 EROSION CONTROL GENERAL NOTES. CO 18. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL 1 EA W� M=2' INSPECTIONS IN ACCORDANCE WITH SECTION 3317 OF THE UNIFORM BUILDING 14 BREAK INTO EXIST. 24" X 24" PRECAST BROOKS PRODUCT INLET. 1 CODE. AND REPLACE A.C. PAVEMENT W/ FULL DEPTH A.C. PER FO OREMOVE 15 CITY OF FONTANA STD. NO. 131. 625 84 16 REMOVE EXISTING 18" R.C.P. AND INLET STRUCTURE. 1: ALL WORK SHALL BE DONE IN CONFORMANCE WITH FO 19. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA ENGINEERING EA STANDARDS AND SPECIFICATIONS AS SET FORTH BY (� 90 DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. THE CITY OF FONTANA. 20. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES 2. SANDBAGS SHALL BE PLACED FLAT AND FIRM AGAINST EA CONCERNED BEFORE CONSTRUCTION BEGINS. EXISTING GROUND AND EACH OTHER. THE PLACEMENT 0 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER 460 LF nr Done cunt i nnr.irnoM TO THIS PLAN THE rvoirnL DETAIL ON SHEET 4. �1 I SECTION A -A NOT TO SCALE EXIST. GROUND UTHERN CALIFORNIA EDISON CO. STRIBUTION oNTACT:: STRIBUTION 909) CITY OF FONTANA PLANNING 8353 SIERRA AVENUE 51 REDWOOD AVENUE P.O. BOX 518 NTANA, CA 92336 FONTANA, CA 92335 09) 357-6562 (909) 350-7610° ARMANDO, GONZALES DEVELOPER 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE -APPROVAL OF THE CITY MEASURE SHALL BE PUT INTO OPERATION TO MITIGATE DUST. ALPER DEVELOPMENT UTHERN CALIFORNIA GAS CO. 1101 CALIFORNIA AVE. #205 PLANNING CORONA, CA 91719 231 VALLEY BOULEVARD (909) 739-6100 NTANA, CA 92335 09) 428-8402 CONTACT: CRAIG SWARTS NTACT: DAVID PADILLA COMCAST CABLEVISIOI� AT 1205 DUPONT STREET NTANA WATER COMPANY ONTARIO, CA 91761 (909) 988-8322 X3055 40 NUEVO AVENUE CONTACT: JACK HAYES NTANA, CA 92335 WATER SHALL BE APPLIED TO THE SITE TWICE DAILY IN COMPLIANCE WITH SCAQMfl 822-2201 "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE , 21. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR AND SECTIONS SHOWN HEREON. TO CONSTRUCT THE WORK TO THE PLAN GRADES. - UNDERGROUND UTILITIES & STRUCTURES 3. STAGGER JOINTS PER TYPICAL SECTION FOR EXTRA 22. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK STRENGTH. UNIT 0 1 AROUND THEIR FACILITIES. 12,320 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR SEE GENERAL NOTES NO. 46 & 47 HEREON. 4. WATER TRUCKS, OR AN ALTERNATE CITY OF FONTANA STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE -APPROVAL OF THE CITY MEASURE SHALL BE PUT INTO OPERATION TO MITIGATE DUST. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 33 ENGINEER. 480 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 04 tea. 560 CONTRACTOR IS REQUIRED TO TAkE ALL PRECAUTIONARY MEASURES TO 24.- ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF CHAPTER 33 OF UBC 1994. 2 PROTECT THE UTILITIES SHOWN AND IS RESPONSIBLE FOR THE PROTECTION STD. NO. 104-A INCLUDES HANDICAP RAMP & SIDEWALK LAN IN SOILS ENGINEER: OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 25. WATER SHALL BE APPLIED TO THE SITE TWICE DAILY IN COMPLIANCE WITH SCAQMfl 226 "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RULE 403 (FUGITIVE DUST EMISSIONS) TO MITIGATE THE IMPACT OF CONSTRUCTION GEOLABS-WESTLAKE VILLAGE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF 0 GENERATED DUST PARTICULATES. 742 HAMPSHIRE ROAD, SUITE C THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WR171NG AND OCONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, WESTLAKE VILLAGE, CA 91361 DUST BE APPROVED BY THE PREPARER OF THESE PLANS." 26. THE APPLICANT MUST SUBMIT A FUGITIVE DUST CONTROL PLAN TO THE CITY CONCURRENTLY WITH THE PRELIMINARY GRADING PLAN TO REDUCE THE AMOUNT OF ALL GRADING SHALL BE DONE IN CONFORMANCE DUST GENERATED DURING GRADING AND COMPACTION. THE PLAN MUST BE APPROVED WITH RECOMMENDATIONS OF THE SOILS REPORT BY THE PUBLIC WORKS DEPARTMENT. BY GEOLABS- WESTLAKE VILLAGE - REP. NO. 7526-1, 27. NO GRADING SHALL TAKE PLACE ONSITE. WHEN WIND VELOCITY ONSITE EXCEEDS 15 MILES DATED NOVEMBER 25, 1997. PER HOUR WITHOUT ADEQUATE WATERING THE CITY'S CODE ENFORCEMENT DIVISION SHALL ENFORCE COMPLIANCE. 28. OBTAIN PERMIT FROM THE SAN BERNARDINO COUNTY AGRICULTURAL COMMISSIONER FOR THE DUST CONTROL MEASURES. PROVIDE A COPY TO .THE CITY OF FONTANA BUILDING AND SAFETY DIVISION AND ENGINEERING DIVISION. 29. SHOULD THE GRADING WORK BE DISCONTINUED PRIOR TO COMPLETION, APPLICANT SHALL BE RESPONSIBLE FOR STABILIZING SOIL WITH A HYDROSEED MIX. 30. FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED, INSPECTED AND APPROVED BY THE GRADING INSPECTOR PRIOR TO PLACING FILL. 31. THE PERMITTEE SHALL NOTIFY THE ENGINEERING DEPARTMENT AND THE BUILDING DEPARTMENT WHEN THE GRADING OPERATION IS READY FOR ROUGH GRADE INSPECTION LEGEND OF SYMBOLS: WHEN ALL WORK INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND PROTECTIVE DEVICES HAVE BEEN COMPLETED AND REQUIRED REPORTS HAVE BEEN SUBMITTED. 32. ALL FILLS SHALL BE COMPACTED TO 907 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY �R� TOP OF CURB ELEVATION A. S. T.M. METHOD D 1557-78 OR APPROVED EQUIVALENT METHOD. CERTIFICATES FROM AN APPROVED SOIL TESTING. AGENCY SHOWING THE DEGREE OF COMPACTION SHALL BE PROVIDED FS FINISHED SURFACE ELEVATION TO THE CITY OF FONTANA BUILDING- SUPERINTENDENT, TOGETHER WITH A TABULATION OF FL FLOW LINE ELEVATION THE PERCENT COMPACTION OBTAINED IN THEIR VARIOUS TESTS AND A PLAN SHOWING THE FG FINISH GROUND ELEVATION LOCATION OF THE TESTS AND A STATEMENT AS TO THE OVERALL STABILITY OF THE GRADING oAn_1as: a oen cLEvennu FOR ITS INTENDED USE. ' HP HIGH POINT ELEVATION 33. EXISTING UTILITIES ARE SHOWN FROM ALL AVAILABLE INFORMATION. IT SHALL BE THE 155 EXISTING SPOT ELEVATION CONTRACTOR'S RESPONSIBILITY FOR THE LOCATION, PROTECTION, REMOVAL OR RELOCATION TW TOP OF WALL OF ALL UTILITIES ABOVE OR BELOW GROUND WITHIN THE LIMITS OF GRADING AND ALONG ANY ROUTE OF TRAVEL OF EQUIPMENT. TF . TOP OF FOOTING GB GRADE BREAK 34. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED �' '�' 2:1 SLOPE TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT.. x---�►-- EXIST. EGDE OF PAVEMENT 35. CUT AND FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF 2:1, UNLESS OTHERWISE -. 0 DAYLIGHT LINE SPECIFIED, ON THE PLAN AND VERIFIED BY SOILS ENGINEER. EXISTING SCREEN WALL --- --- DRAINAGE SWALE CONSTRUCTION SITE BENCHMARK: ELEV, 1534.50 SET CHIS SQUARE ON CATCH BASIN AT THE N.W. CURB RETURN BRIDLEPATH DR. & CHERRY AVE. 50 FT. N.E. C/L BRIDLEPATH DR. 36 FT. N. W. CACHERRY AVE. BENCHMARK: ELEV, 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF -BASELINE 220' ELY. OF CHERRY AVE. N44 t EXIST. GROUND SECTION B-8 z W CHERRY AVENUE J $ W CL EX. C&G NOT TO SCALE PROP. GROUN SECTION D -D NOT TO SCALE FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 (909) 880-0220 CONTACT. JOE DEARMAN CAB20VF 870 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 (909) 931-2472 CONTACT: DANEL TUCKER WMLTEL. INC. FIBER-OPTIC TELECOWMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918) 588-3397 909) 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE 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 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE MNTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST ONE HALF OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. BEING N89'50'00"E PER TRACT NO. 13750 RECORDED IN BOOK 250, PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN; BERNARDINO COUNTY. LEGAL DESCRIPTION: LOT 10 OF TRACT NO. 13750 IN THE CITY OF FONTANA, COUNTY OP SAN BERNARDINO, (00 CALIFORNIA, PER AMENDINP MAP RECORDED BOOK 250, PAGES 48 TO 66, INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY. PROJECT LOCATION z 0 o U W z W LOT 10 � ck (n a. SCE EASEMENT 1RACT 13730 2' DAYLIGHT W/ EXISTING EXIST. GROUND SECTION E -E w D r w U VICINITY MAP N.T.S. NOT TO SCALE CONSTRUCTION NOTES &QUANTITIES: ITEM DESCRIPTION , QUANTITY UNIT 0 1 CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE, 12,320 SF SEE GENERAL NOTES NO. 46 & 47 HEREON. 0 CONST. 6" PCC CURB &GUTTER PER CITY OF FONTANA STD. N0. 101. 180 LF 33 CONST. 6" PCC CURB ONLY PER CITY OF FONTANA STD. NO. 101. 480 LF 04 CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. 560 SF OCONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA 2 EA STD. NO. 104-A INCLUDES HANDICAP RAMP & SIDEWALK LAN IN INSTALL 6" HIGH DENSITY POLYETHYLENE: STORM DRAIN. PIPE 226 LF AND APPURTENANCES. 0 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. 80 LF OCONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, 1 EA (W=7'-0", V=4.00') 9 O INSTALL 12" HIGH DENSITY POLYETHYLENE STORM DRAIN PIPE- IPE - 558 LF AND AND APPURTENANCES. 0 10 CONSTRUCT 12" X 12" (INSIDE DIA.) TRAFFIC TYPE JUNCTION 4 EA STRUCTURE PER CITY OF FONTANA STD. NO. 122. 11 CONSTRUCT 24" X 24" (INSIDE DIA.) TRAFFIC TYPE JUNCTION 5 EA STRUCTURE PER CITY OF FONTANA STD. NO. 122. 12 CONST. 8" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101. 65 LF 13 CONSTRUCT MODIFIED LOCAL DEPRESSION PER APWA STD. PLAN 313-0. 1 EA M=2' 14 BREAK INTO EXIST. 24" X 24" PRECAST BROOKS PRODUCT INLET. 1 EA AND REPLACE A.C. PAVEMENT W/ FULL DEPTH A.C. PER OREMOVE 15 CITY OF FONTANA STD. NO. 131. 625 SF 16 REMOVE EXISTING 18" R.C.P. AND INLET STRUCTURE. 40 LF 17 INSTALL BRICK AND MORTAR PLUG. 1 EA 18 0 CONSTRUCT 6" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER 90 LF DETAIL ON SHEET 4. 19 CONSTRUCT 48" ECCENTRIC MANHOLE PER CITY OF FONTANA 2 EA STD. NO. 112. 0 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER 460 LF DETAIL ON SHEET 4. 21 REMOVE INTERFERING PORTION OF EXISTING SEWER. 4 LF © CONNECT 2-2" WATER METERS TO EXISTING 4" WATER SERVICE 1 EA SEE CITY OF FONTANA STD. NO. W-130 FOR INSTALLATION DETAILS. CONSTRUCT 1-1/2" COPPER, TYPE M, DOMESTIC WATER PIPE 380 LF AND APPURTENANCES. n ``��✓✓ CONSTRUCT 3/4" COPPER, TYPE M, DOMESTIC WATER PIPE 65 LF AND APPURTENANCES. ©CONSTRUCT 18" X 18" (INSIDE DIA.) TRAFFIC TYPE JUNCTION 5 EA STRUCTURE PER CITY OF FONTANA STD. NO. 122. ©6 CONSTRUCT 18" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 4. 140 LF Q INSTALL PLUG. 1 EA. ® CONSTRUCT 3" P.V.C. SEWER PIPE, SDR 35, AND APPURTENANCES. 100 LF 29 CONSTRUCT 4" THICK CONCRETE SIDEWALK. SEE LANDSCAPE ARCHITECT 10,320 SF PLANS FOR FINISHING DETAILS. 30 CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104-A. 1 EA. 31 CONSTRUCT 6" CONCRETE OVER 4" A.B. WITH #4 0 18" EACH WAY 230 SF SEE GENERAL NOTES NO. 46 & 47 HEREON. 3 0 CONSTRUCT CLEANOUT AND SEWER CLEANOUT BOX PER CITY OF 3 EA. FONTANA STD. NO. 125 AND NO. 125A. 3� INSTALL TWO 4" GT80, GTE CONDUIT 322 Lf 34 INSTALL 4" DB100, EDISON CONDUIT 677 LF 3® INSTALL 4' X 4.5' PLASTIC EDISON TRANSFORMER PAD WITH GROUNDING 1 36 INSTALL 3' X 5' GTE PULL BOX 1 EA. r- 0