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Home My WebLink About5100-1DBERAL NOTES 1. A GRADING , PERMIT FROM THE BUILDING AND SAFETY DIVISION SHALL BE REQUIRED. ALL GRADING SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF FONTANA MUNICIPAL CODE AND THE INTERNATIONAL BUILDING CODE, 2012 IBC12013 CBC. 2. A PRE -GRADING MEETING AT THE SITE IS REQUIRED AMONG THE CITY INSPECTOR, THE CML ENGINEER, THE SOILS ENGINEER AND THE GRADING CONTRACTOR PRIOR TO GRADING. 3. HOURS OF OPERATION ARE 7.00 AM TO 6:00 PM, MONDAY THROUGH FRIDAY. 4. A SEPARATE ENGINEERING DIVISION PERMIT SHALL BE REQUIRED FOR ANY IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY.' 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE OR BELOW; GROUND, SHOWN OR NOT SHOWN ON THESE PLANS.HE WILL BE HELD RESPONSIBLE` FOR ALL DAMAGE TO ANY UTILITIES THAT RESULT FROM HIS OPERATIONS. 6. STRICT ADHERENCE TO DUST CONTROL REQUIREMENTS SHALL BE ENFORCED AND ADJACENT STREETS ARE TO BE CLEANED DAILY OF ALL DIRT AND DEBRIS THAT IS A RESULT OF THIS OPERATION. 7. SEPARATE PERMITS FROM THE CITY OF FONTANA BUILDING AND SAFETY DIVISION SHALL BE REQUIRED FOR ANY WALLS. 8. THE DESIGN CIVIL ENGINEER/SOILS ENGINEER OF RECORD SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE REQUIREMENTS WITHIN HIS PURVIEW. THE ENGINEERS SHALL SUBMIT ACKNOWLEDGMENT CONCERNING EMPLOYMENT FORM TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. 9. REVISIONS TO THESE PLANS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND APPROVAL. 10. THE CML ENGINEER SHALL SUBMIT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND CERTIFICATION OF BUILDING PAD ELEVATION PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT, PAD ELEVATION GRADING TOLERANCE SHALL NOT EXCEED ±0.101. 11. AN "AS -BUILT" GRADING PLAN SHALL BE SUBMITTED AT THE COMPLETION OF WORK. 12. ALL GRADING SHALL BE PERFORMED UNDER SUPERVISION OF THE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' IN DEPTH. 13. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED TO A MINIMUM DEPTH OF 12 INCHES AND INSPECTED BY THE SOILS ENGINEER PRIOR TO THE PLACING OF FILL. 14. UNSUITABLE MATERIALS, SUCH AS TOP SOIL, WEATHERED BEDROCK, ETC., SHALL BE REMOVED AS REQUIRED BY THE SOILS ENGINEER FROM ALL AREAS TO RECEIVE COMPACTED FILL OR DRAINAGE STRUCTURE. 15. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 16. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 17. CONSTRUCTION MATERIAL AND EQUIPMENT SHALL NOT OCCUPY ANY PORTION OF THE PUBLIC RIGHT OF WAY, SUCH AS STREET, ALLEY OR PUBLIC SIDEWALK AT ANY TIME TEMPORARY USE OF PUBLIC RIGHT OF WAY, WHENEVER REQUESTED, SHOULD BE REVIEWED AND APPROVED BY THE CITY ENGINEER. 18. NOTICE OF INTENT MUST BE FILED WITH THE STATE OF CALIFORNIA TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER. 19. BUILDER SHALL PROVIDE BUDDING INSPECTOR WITH A FINAL PRECISE GRADING CERTIFICATE FROM THE ENGINEER OF RECORD PRIOR TO BUILDINGS FINAL INSPECTION. • • • -AA I• tijl EMERGENCIES: (800) 427-2200 TIME WARNER CABLE SO. CALIF. EDISON COMPANY 1500 AUTO CENTER OR 300 N. PEPPER AVE ONTARIO, CA 91761 RIALTO, CA 92376 (909) 975-3439 909 820-5598 - UNDERGROUND SUNESYS, LLC 875-5100 - TRANSMISSION 1325 PICO ST 1106 J2901039 637-1233 - PIPELINESCORONA, CA 92881 99 357-6505 - DISTRIBUTION CORONA, A, CA 900 PF WE BOYEWS NOTICE TO CONMCTM THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS _ PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UIWWUTHaFM CHANGES AIS USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. c U O REV. REVISION DESCRIPTION N M o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a CITY OF FONTANA EAST AVENUE DRIVEWAY CONSTRUCTION -FOR PARKING LOT A EXIST. R/W 1 _ 30' - - 44' EXIST. R/W 1 5.5' 6.0'.1 I ----------------- i TYPICAL SECTION - EAST AVEMJE NTS DATE ENGR. CITY I DATE I PREPAFED FOR, ;C::_�_�Water of Life community church 7625 EAST AVENUE FONTANA, CA SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENaNEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT PROJECT . LOCATION CITY OF FONTANA AT&T UNDERGROUND SERVICE ALERT 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 (800) 422-4133 TANGENT FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 25.00' 90'26'30 (909) 350-6632 (714) 963-7964 - B SO. CALIF. GAS COMPANY SPRINT FONTANA WATER COMPANY 24.81' 1981 W. LUGONIA AVE 2592 DUPONT DR 15966 ARROW BOULEVARD 90'11'43" REDLANDS, CA 92374 IRVINE, CA 92612 FONTANA, CA 92335 0 (909) 335-7967 (800) 659-9698 (909) 822-2201 EMERGENCIES: (800) 427-2200 TIME WARNER CABLE SO. CALIF. EDISON COMPANY 1500 AUTO CENTER OR 300 N. PEPPER AVE ONTARIO, CA 91761 RIALTO, CA 92376 (909) 975-3439 909 820-5598 - UNDERGROUND SUNESYS, LLC 875-5100 - TRANSMISSION 1325 PICO ST 1106 J2901039 637-1233 - PIPELINESCORONA, CA 92881 99 357-6505 - DISTRIBUTION CORONA, A, CA 900 PF WE BOYEWS NOTICE TO CONMCTM THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS _ PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UIWWUTHaFM CHANGES AIS USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. c U O REV. REVISION DESCRIPTION N M o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a CITY OF FONTANA EAST AVENUE DRIVEWAY CONSTRUCTION -FOR PARKING LOT A EXIST. R/W 1 _ 30' - - 44' EXIST. R/W 1 5.5' 6.0'.1 I ----------------- i TYPICAL SECTION - EAST AVEMJE NTS DATE ENGR. CITY I DATE I PREPAFED FOR, ;C::_�_�Water of Life community church 7625 EAST AVENUE FONTANA, CA SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENaNEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT PROJECT . LOCATION Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, 'forma 92335 Ph. 909) 356-1815 Fax (909) 356-1795 Aa and J. ard, A.C.E. 360 2 Date (expires 6/30/2014) '00Q 2FESS/ON No. 36052 Z m Exp. 6/30/14 sT CiVI� qTF OF CALF VICINITY MAP NTS C NSTRUCTION NOTES OUANTM 01- CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 1002 (WIDTH SHOWN ON PLAN) 2 EA Q- CONSTRUCT 4' SIDEWALK PER CITY STD. NO. 1006 256 SF 3�} SAWCUT EXISTING PAVEMENT & GRIND ASPHALT 2' FOR SMOOTH TRANSITION 152 LF 4a- INSTALL NO PARKING STRIPPING 2 EA 5a- CONSTRUCT C CURB ONLY PER C17Y STD. NO. 1000 102 LF 6a- CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. NO. 3001 1 EA Q> -CONSTRUCT 4" AC OVER 90% COMPACTIVE NATIVE SOIL 1,348 SF DRAWN BY: MSJ DESIGNED BY. BKA CHECKED BY. RJA Q J G CE m UX, W ii W LU J" 3 0 N a E U (NFM7) 1NM- 40FT a 0 s U CITY OF FONTANA, CALIFORNIA E WATER OF LIFE CHURCH EAST AVENUE DRIVEWAY F ECONSTRUCT10N SCALE: AS NOTED P LOT A DATE: VED BY. March, 20147 i DRAWING NO.: DATE: ' G 5100 ' CITY ENGINEER R.C.E. 51152 2 t CURVE AND UNE DATA TABLE RADIUS DELTA LENGTH TANGENT BEARING A 25.00' 90'26'30 39.46' 25.19' - B 25.00' 89033'31" 39.08' 24.81' - C 22.00' 90'11'43" 34.63' 22.02' - 0 - - 1.85' - N89'483(fW E 20.00' 45'30'57' 15.89' 8.39' - F - - 16.06' - N44'40'33"E G - - 16.06' - N44'40'33"E H 48.00' 44'35'38" 1 37.36' 1 19.68' - 1 25.00' 89-08-18- 1 38.89' 1 24.63' - Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, 'forma 92335 Ph. 909) 356-1815 Fax (909) 356-1795 Aa and J. ard, A.C.E. 360 2 Date (expires 6/30/2014) '00Q 2FESS/ON No. 36052 Z m Exp. 6/30/14 sT CiVI� qTF OF CALF VICINITY MAP NTS C NSTRUCTION NOTES OUANTM 01- CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 1002 (WIDTH SHOWN ON PLAN) 2 EA Q- CONSTRUCT 4' SIDEWALK PER CITY STD. NO. 1006 256 SF 3�} SAWCUT EXISTING PAVEMENT & GRIND ASPHALT 2' FOR SMOOTH TRANSITION 152 LF 4a- INSTALL NO PARKING STRIPPING 2 EA 5a- CONSTRUCT C CURB ONLY PER C17Y STD. NO. 1000 102 LF 6a- CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. NO. 3001 1 EA Q> -CONSTRUCT 4" AC OVER 90% COMPACTIVE NATIVE SOIL 1,348 SF DRAWN BY: MSJ DESIGNED BY. BKA CHECKED BY. RJA Q J G CE m UX, W ii W LU J" 3 0 N a E U (NFM7) 1NM- 40FT a 0 s U CITY OF FONTANA, CALIFORNIA E WATER OF LIFE CHURCH EAST AVENUE DRIVEWAY F ECONSTRUCT10N SCALE: AS NOTED P LOT A DATE: VED BY. March, 20147 i DRAWING NO.: DATE: ' G 5100 ' CITY ENGINEER R.C.E. 51152 2 t