The URL can be used to link to this page

Home My WebLink About2480-1.tifi GENERAL 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 UNIFORM BUILDING CODE, LATEST EDITION. 2. A PREGRADING 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 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY. 4. A SEPARATE ENGINEERtNG DMSION 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 FOR 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 PERVIEW. THE ENGINEERS SHALL SUBMIT ACKNOWLEDGMENT CONCERNING EMPLOYMENT FORM TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. 9. REVISIONS TO THESE PUNS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND APPROVAL. 10. THE CIVIL 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 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 FILL HAS 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" 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 OF 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 ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISION 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. CONTRACTOR SHALL CONTACT SOUTHERN CALIFORNIA GAS COMPANY REGARDING EXISTING GAS LINE SOUTH OF HIGHLAND AVENUE PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL ALSO CONTACT CRAWFORD CANYON MUTUAL WATER COMPANY REGARDING POSSIBLE WATER LINES (UNKNOWN LOCATION) IN HEMLOCK AVENUE, HIGHLAND AVENUE AND BEECH AVENUE. CITY OF FONTANA, UTILITY NOTIFICATION LIST: CITY OF FONTANA SOUTHERN CALIFORNIA EDISON COMPANY ATTN: CARLOS NAVARRO 300 N. PEPPER AVENUE 8353 SIERRA AVENUE RIALTO, CA 92376 FONTANA, CA 92335 909 820 - 5598 - UNDERGROUND (909) 350 - 6632 909 875 - 5100 - TRANSMISSION 213 637 - 1233 - PIPELINES 909 357 - 6223 - DISTRIBUTION PACIFIC BELL COMPANY 800 422 - 4133 ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666 - 5467 GENERAL TELEPHONE COMPANY ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. SOUTHERN CALIFORNIA GAS COMPANY ONTARIO, CA 91766 ATTN: DENNIS FREEMAN (800) 422 - 4133 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (909) 335 - 7547 CRAWFORD CANYON MUTUAL WATER CO. EMERGENCIES: (800) 427 - 2200 ATTN: BILL VANDERKIEFT, JR. (619) 868 - 6040 UNDERGROUND SERVICE ALERT (800) 422 - 4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE COMCAST (CABLE TV) FONTANA, CA 92235 ATTN: JACK HAYES (909) 822 - 2201 1205 DUPONT AVENUE FAX: (909) 823 - 5046 ONTARIO, CA 91761 (909) 390 - 4738 19. WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT SUBSTANTIALLY CONFORMS TO THE SOILS REPORT NO. 58-5277-01, DATED APRIL 10, 1995, FOR TRACT NO. 15655. (7�L'01-5 kAA-A_- ALLEN D. EVANS, P.E., G.E. KLEINFELDER, INC. SOILS ENGINEER ALLEN D. EVANS, P.E. G.E. KLEINFELDER, INC. 1370 VALLEY VISTA DRIVE SUITE 150 DIAMOND BAR, CA. 91765 (909) 396-0335 PROD. NO. 58-5277-01 PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe i'#acen#ifl, cni1#ofnia 92..67D (714) 996-6700 PRECISE GRADING PLAN AOR TRACT NO. 15655 A' LANDING'S PARK It' A' GATWICK PARK SITE SHE 3 rdil n=il WALNUT SHEET 2 INDEX MAP NTS Li 0" -6" RETAINING CURB AT EDGE OF SIDEWALK HANDICAP ACCESS RAMP DETAIL NOT TO SCALE REVISIONS Engineer_ City No. ADDrovaI Date: ADDrovaI Date: BENCHMARK CALTRANS BENCHMARK N0. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE, IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION 1428.6090 Q�O,F ESS /Oti �O p J. q q� No. 36052 r Uj 06 Exp, a/30/2000 � JjgT CIV 1 L F OF CA1- CONSTRUCTION NOTES ESTIMATE OF QUANTITIES 10 --CONSTRUCT ASSOCIATED DB -3636 36' x 36" DRAIN BOX WITH PARKWAY GRATE OR APPROVED EQUAL. 3 EA. 2a -CONSTRUCT 6" PCC CURB AND GUTTER PER CIN STANDARD DRAWING N0. 101. 730 S.F. o -CONSTRUCT 6" PCC CURB PER CIN STD. DWG. N0. 101 780 S.F. 4O -CONSTRUCT 4" AC OVER NATIVE SOIL. 31,900 S.F. (D5 -CONSTRUCT ASSOCIATED DB -1818 18" x 18" DRAIN BOX WITH PARKWAY GRATE OR APPROVED EQUAL. 6 EA. r76 CONSTRUCT 6" PVC (SDR 35) DRAIN PIPE. 490 L.F. CONSTRUCT 8" PVC (SDR 35) DRAIN PIPE. 275 L.F. 8O -CONSTRUCT 4" PCC SIDEWALK PER CIN STANDARD DRAWING N0. 105A, WIDTH PER PLAN. 129100 S.F. CONSTRUCT SIDEWALK SIDEWALK DRAIN PER DETAIL 3 SIZE 3 2 E,q, 10 CONSTRUCT A.C. RAMP 3 EA. 11 CONSTRUCT SIDEWALK DRAIN PER DETAIL 3 SIZE 2 vow 2 EA. 12 CONSTRUCT 1 Y P.V.C. (SDR 35) DRAIN PIPE 19620 L.F. 13 CONSTRUCT ASSOCIATED DB -2424 24"x24" DRAIN BOX 5 EA. 14 CONSTRUCT STANDARD PRE -CAST MANHOLE PER CIN OF FONTANA STD. DETAIL 112. 3 EA. 15 CONSTRUCT 6" PCC PAVEMENT W/ #3 O 18" E.W. PER LANDSCAPE ARCHITECT'S PLAN 655 S.F. 16 CONSTRUCT HANDICAP ACCESS RAMP PER CIN OF FONTANA STD. DWG. N0. 104 3 EA. �7 CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL ON SHEET 1 1 EA, � QUANTITIES SHOWN ARE ESTIMATED FOR PERMIT PURPOSES ONLY. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOB. ESTIMATED EARTHWORK QUANTITIES DESCRIPTION EXCAVATION EMBANKMENT PRECISE GRADING 2000 CY 2000 CY NOTE: ESTIMATED EARTHWORK QUANTITIES ARE FOR FEE PURPOSES ONLY, THESE QUANTITIES SHOULD NOT BE USED FOR CONSTRUCTION BIDDING. JOB ADDRESS ,a PERMIT NUMBER L DATE OF APPROVAL Nrepared ►:sy: CITY OF FONTANA, CALIFORNIA ALLARD ENGINEERING Civil Engineering - Land Planning 6101 Cherry Avenue Drawn By: Fontana, California 92336 JCY (909) 899-5011 Fax (909) 899-5014 Designed By: f 4 icy 3 . cop 6, "Wvj W, q Raymond J. Allard, R.C.E. 36052 Date Checked By: (expires 6/30/2000) JN PRECISE GRADING PLAN SCO1e: LANDINGS PARK �"= 20� Date: TRACT No. 15655 FEB. 1997 Approved: 4C--7-Dwg. No. � .CINVtbo 4 ENGINEER R.C.E. 25126 b\DWG\12101\PARKPGI 4-2-97 12,5549Y PM EST EDGE OF GUTTER CURB FACE 8.33 MAX. o N 8.33X MAX. NTS Li 0" -6" RETAINING CURB AT EDGE OF SIDEWALK HANDICAP ACCESS RAMP DETAIL NOT TO SCALE REVISIONS Engineer_ City No. ADDrovaI Date: ADDrovaI Date: BENCHMARK CALTRANS BENCHMARK N0. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE, IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION 1428.6090 Q�O,F ESS /Oti �O p J. q q� No. 36052 r Uj 06 Exp, a/30/2000 � JjgT CIV 1 L F OF CA1- CONSTRUCTION NOTES ESTIMATE OF QUANTITIES 10 --CONSTRUCT ASSOCIATED DB -3636 36' x 36" DRAIN BOX WITH PARKWAY GRATE OR APPROVED EQUAL. 3 EA. 2a -CONSTRUCT 6" PCC CURB AND GUTTER PER CIN STANDARD DRAWING N0. 101. 730 S.F. o -CONSTRUCT 6" PCC CURB PER CIN STD. DWG. N0. 101 780 S.F. 4O -CONSTRUCT 4" AC OVER NATIVE SOIL. 31,900 S.F. (D5 -CONSTRUCT ASSOCIATED DB -1818 18" x 18" DRAIN BOX WITH PARKWAY GRATE OR APPROVED EQUAL. 6 EA. r76 CONSTRUCT 6" PVC (SDR 35) DRAIN PIPE. 490 L.F. CONSTRUCT 8" PVC (SDR 35) DRAIN PIPE. 275 L.F. 8O -CONSTRUCT 4" PCC SIDEWALK PER CIN STANDARD DRAWING N0. 105A, WIDTH PER PLAN. 129100 S.F. CONSTRUCT SIDEWALK SIDEWALK DRAIN PER DETAIL 3 SIZE 3 2 E,q, 10 CONSTRUCT A.C. RAMP 3 EA. 11 CONSTRUCT SIDEWALK DRAIN PER DETAIL 3 SIZE 2 vow 2 EA. 12 CONSTRUCT 1 Y P.V.C. (SDR 35) DRAIN PIPE 19620 L.F. 13 CONSTRUCT ASSOCIATED DB -2424 24"x24" DRAIN BOX 5 EA. 14 CONSTRUCT STANDARD PRE -CAST MANHOLE PER CIN OF FONTANA STD. DETAIL 112. 3 EA. 15 CONSTRUCT 6" PCC PAVEMENT W/ #3 O 18" E.W. PER LANDSCAPE ARCHITECT'S PLAN 655 S.F. 16 CONSTRUCT HANDICAP ACCESS RAMP PER CIN OF FONTANA STD. DWG. N0. 104 3 EA. �7 CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL ON SHEET 1 1 EA, � QUANTITIES SHOWN ARE ESTIMATED FOR PERMIT PURPOSES ONLY. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOB. ESTIMATED EARTHWORK QUANTITIES DESCRIPTION EXCAVATION EMBANKMENT PRECISE GRADING 2000 CY 2000 CY NOTE: ESTIMATED EARTHWORK QUANTITIES ARE FOR FEE PURPOSES ONLY, THESE QUANTITIES SHOULD NOT BE USED FOR CONSTRUCTION BIDDING. JOB ADDRESS ,a PERMIT NUMBER L DATE OF APPROVAL Nrepared ►:sy: CITY OF FONTANA, CALIFORNIA ALLARD ENGINEERING Civil Engineering - Land Planning 6101 Cherry Avenue Drawn By: Fontana, California 92336 JCY (909) 899-5011 Fax (909) 899-5014 Designed By: f 4 icy 3 . cop 6, "Wvj W, q Raymond J. Allard, R.C.E. 36052 Date Checked By: (expires 6/30/2000) JN PRECISE GRADING PLAN SCO1e: LANDINGS PARK �"= 20� Date: TRACT No. 15655 FEB. 1997 Approved: 4C--7-Dwg. No. � .CINVtbo 4 ENGINEER R.C.E. 25126 b\DWG\12101\PARKPGI 4-2-97 12,5549Y PM EST