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Home My WebLink About5100-2GENERAL 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, 2009 IBC/2010 CBC 2. A PRE -GRADING MEETING AT THE SITE IS REQUIRED AMONG THE CITY INSPECTOR, THE CIVIL 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 ±0.10'. 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 BULIDING INSPECTOR WITH A FINAL PRECISE GRADING CERTIFICATE FROM THE ENGINEER OF RECORD PRIOR TO BUILDINGS FINAL INSPECTION. CITY OF FONTANA AT&T UNDERGROUND SERVICE ALERT 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 (800) 422-4133 FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 A (909) 350-6632 (714) 963-7964 21.17' SO. CALIF. GAS COMPANY SPRINT FONTANA WATER COMPANY 1981 W. LUGONIA AVE 2592 DUPONT OR 15966 ARROW BOULEVARD REDLANDS, CA 92374 IRVINE, CA 92612 FONTANA, CA 92335 (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 1909 820-5598 = UNDERGROUND SUNESYS, LLC 909 875-5100 - TRANSMISSION 1325 PICO ST 1 106 213 637-1233 - PIPELINES CORONA, CA 92881 909 357-6505 -DISTRIBUTION (951) 278-0400 PWATE BO EERY 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. MAUM09M CHANIM AICD LISM CITY OF FONTANA PRO]Ea'l WEST .LIBERTY PARKWAY LOCATION PARKING LOT "B° LEFT TURN POCKET CONSTRUCTION SIGNING AND STRIPING GENERAL NOTES 1. 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 RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2010. 3. CONTACT TRAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7610 TWO WORKING DAYS PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. 4. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2010. 5. TWO WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY ENGINEER (909) 350-7610 FOR APPROVAL OF CONTROL POINTS OR "CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. 6. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS, UNLESS OTHERWISE SHOWN ON PLANS. 7. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 4003. 8. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS. 9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 10. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 1003. 11. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK CAD FILES, TO THE CITY ENGINEER. 12. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING. 13. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 14. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. VICINITY MAP NTS 1& CONSTRUCT 6" CURB PER CITY STD. NO. 1000 354 LF 20-SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 2,674 SF CONSTRUCT C A.C. PAVEMENT OVER 12" COMPACTED NATIVE SOIL 2,040 SF 4& SANDBLAST EXISTING STRIPING 466 LF 5&APPLY C DASHED WHITE UNE PER MUTCD FIG. 3B-2 A 466 LF &CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 1002 (WIDTH SHOWN ON PLAN) 1 EA 7D-SAWCUT EXISTING PAVEMENT do GRIND ASPHALT 2' FOR SMOOTH TRANSITION 76 LF GRAPI-NC SCALE (N FEET) TNM- 40F•T. L 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. REV. REVISION DESCRIPTION DATE ENGR. CITY DATEPrepared By: CITY OF FONTANA, CALIFORNIA ' p PF�EPAF�E�` SHOULD CONSTRUCTION OF REQUIRED PRCF E s s i oN IMPROV NOT COMMENCE wrTHIN ALLARD ENGINEERING �o oNo J. q� q� WATER OF LIFE CHURCH TWO YEARS OF THE DATE OF APPROVAL c"�T-000�ivil Engineering =Land Surveying -Land Planning ��r_ CLS�� l�oFy� DRAWN BY:WES/ PARKWAY �� TILM � SCALE: SHOWN HEREON AND CARRIED FORTH IN A 16866 Seville Avenue -' No. 36052 m DBW AS NOTED Water DILIGENT MANNER, THE CITY ENGINEER MAY E3Fontana, California 92335 W P LOT BDIAL TW❑ WORKING of Life community church P . (909) 356-1815 Fax (909) 356-1795 °G Exp. 6/30/14 DESIGNED BY: DATE: BEFORE �. DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO BKA ' AP VED BY. March, 2014 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH 3 ��q 0 i �- �'�� CHECKED BY: DRAWING NO.: TOLL FREE -800-227-2600 7625 EAST AVENUE CONDITIONS AND STANDARDS IN EFFECT R mend All d, 6052 Date rF of CAL�F� RJA DATE: �" 5100 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FONTANA, CA (expires 6/30/2014) 2 CITY ENGINEER R.C.E. 51152 CURVE AND UNE DATA TABLE RADIUS DELTA LENGTH TANGENT BEARING A 85.00' 14'16'13" 21.17' 10.64' - B - - 20.50' - S 262235" E C 85.00' 13'07'28" 19.47' 9.78' - D 2995.15' 1' 18'36" 68.48' 34.24' - E 2994.15' 1' 18'36" 68.46' 34.23' - F 0.50' 180'00'00" 1.57' - - G 3006.49' 0'2113" 18.84' 9.42' - H 3005.49' O'21'33" 18.84' 9.42' - J 10.00' 7721'00" 13.50' 8.00' - K 5.00' 764825" 6.62' 3.89' - L25.00' 89'42' 16" 1 39.14' 1 24.87' - M 25.00' 1 89'3331" 1 39.07' 1 24.80' 1- 1& CONSTRUCT 6" CURB PER CITY STD. NO. 1000 354 LF 20-SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 2,674 SF CONSTRUCT C A.C. PAVEMENT OVER 12" COMPACTED NATIVE SOIL 2,040 SF 4& SANDBLAST EXISTING STRIPING 466 LF 5&APPLY C DASHED WHITE UNE PER MUTCD FIG. 3B-2 A 466 LF &CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 1002 (WIDTH SHOWN ON PLAN) 1 EA 7D-SAWCUT EXISTING PAVEMENT do GRIND ASPHALT 2' FOR SMOOTH TRANSITION 76 LF GRAPI-NC SCALE (N FEET) TNM- 40F•T. L 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. REV. REVISION DESCRIPTION DATE ENGR. CITY DATEPrepared By: CITY OF FONTANA, CALIFORNIA ' p PF�EPAF�E�` SHOULD CONSTRUCTION OF REQUIRED PRCF E s s i oN IMPROV NOT COMMENCE wrTHIN ALLARD ENGINEERING �o oNo J. q� q� WATER OF LIFE CHURCH TWO YEARS OF THE DATE OF APPROVAL c"�T-000�ivil Engineering =Land Surveying -Land Planning ��r_ CLS�� l�oFy� DRAWN BY:WES/ PARKWAY �� TILM � SCALE: SHOWN HEREON AND CARRIED FORTH IN A 16866 Seville Avenue -' No. 36052 m DBW AS NOTED Water DILIGENT MANNER, THE CITY ENGINEER MAY E3Fontana, California 92335 W P LOT BDIAL TW❑ WORKING of Life community church P . (909) 356-1815 Fax (909) 356-1795 °G Exp. 6/30/14 DESIGNED BY: DATE: BEFORE �. DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO BKA ' AP VED BY. March, 2014 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH 3 ��q 0 i �- �'�� CHECKED BY: DRAWING NO.: TOLL FREE -800-227-2600 7625 EAST AVENUE CONDITIONS AND STANDARDS IN EFFECT R mend All d, 6052 Date rF of CAL�F� RJA DATE: �" 5100 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FONTANA, CA (expires 6/30/2014) 2 CITY ENGINEER R.C.E. 51152