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HomeMy WebLinkAboutPA2022-0315_20221221_Preliminary Grading and Drainage Plan_1 42x30OCEAN BOULEVARD WAY LANESH E L L L A N E BLOCK 33 CORONA DEL MAR M.M. 3/42 N5 0 ° 0 0 ' 0 0 " W 6 7 . 6 9 ' N26°48'09"E 1 3 6 . 1 0 ' 84.98' N40°0 0 ' 0 0 " E 72.47' N20°05'00"E 116.89' 94 . 5 9 ' N10°32'18"E N4 9 ° 3 3 ' 5 2 " W BLOCK 33 CORONA DEL MAR M.M. 3/42 ABANDONED PORTION OF OCEAN BOULEVARD PER RESOLUTION 98-66 INST. NO. 19990570601 T/SLAB=12.71 PAD=11.21 T/SLAB=20.25 PAD=18.75 T/SLAB=20.25 PAD=18.75 JOB NO.SHEET 1 3 9 A v e n i d a N a v a r r o S an Cl e m e n te , C A 9 2 67 2 9 4 9 .4 9 2 .8 5 8 6 w w w .t o al e ng i ne e r i n g .c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G STO RM WA T ER QUA L I T Y OF PLANS PREPARED BY: PREPARED FOR: AP V D . DA T E R E V I S I O N S BY DA T E APPD.: DATE: DWG. NO. H. SCALE: V. SCALE:SURVEY DATE: CHD.: DRN.: 1"=8' N/A4/27/2021 12/21/22 O.R. C.R. C.R. 22223 1 3 C-1 27 4 1 O C E A N B L V D BL O C K 3 3 , C O R O N A D E L M A R M . M . 3 / 4 2 27 4 1 O C E A N B O U L E V A R D , N E W P O R T B E A C H , C A PR E L I M I N A R Y G R A D I N G A N D DR A I N A G E P L A N CITY OF NEWPORT BEACH NOTES LEGEND TOPOGRAPHIC SURVEY BY: APEX LAND SURVEYING, INC. HUNTINGTON BEACH, CA 92646 PHONE: (714) 488-5006 FAX: (714) 333-4440 EMAIL: APEXLSINC@GMAIL.COMEASEMENT NOTES SCOPE OF WORK ADDITIONAL NOTES NOTICE TO CONTRACTOR REQUIRED CERTIFICATIONS / APPROVALS In addition to any certifications required by the agencies having jurisdiction over this project, the following approvals from the Civil engineer of record are required: 1.Foundation forms for improvements on or abutting property lines is required prior to concrete pour. 2.Location, size, and depth of all drain lines prior to backfill. 3.Stormwater Best Management Practices (BMPs) at each significant construction stage and at project completion to ensure that BMPs have been constructed and/or installed in accordance with the approved Grading Plan and Water Quality Management Plan. PIPE NOTE TO CONTRACTOR: PVC SCH40 SHALL BE USED UNDER BUILDING SLABS. EARTHWORK QUANTITIES: SECTION SECTION JOB NO.SHEET 1 3 9 A v e n i d a N a v a r r o S an Cl e m e n te , C A 9 2 67 2 9 4 9 .4 9 2 .8 5 8 6 w w w .t o al e ng i ne e r i n g .c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G STO RM WA T ER QUA L I T Y OF PLANS PREPARED BY: PREPARED FOR: AP V D . DA T E R E V I S I O N S BY DA T E APPD.: DATE: DWG. NO. H. SCALE: V. SCALE:SURVEY DATE: CHD.: DRN.: 1"=8' N/A4/27/2021 12/21/22 O.R. C.R. C.R. 22223 2 3 C-2 27 4 1 O C E A N B L V D BL O C K 3 3 , C O R O N A D E L M A R M . M . 3 / 4 2 27 4 1 O C E A N B O U L E V A R D , N E W P O R T B E A C H , C A SE C T I O N S SECTION NOTES: OCEAN BOULEVARD WAY LANESH E L L L A N E N5 0 ° 0 0 ' 0 0 " W 6 7 . 6 9 ' N26°48'09"E 1 3 6 . 1 0 ' 84.98' N40°0 0 ' 0 0 " E 72.47' N20°05'00"E 116.89' 94 . 5 9 ' N10°32'18"E N4 9 ° 3 3 ' 5 2 " W BLOCK 33 CORONA DEL MAR M.M. 3/42 R 1 T/SLAB=12.71 PAD=11.21 T/SLAB=20.25 PAD=18.75 T/SLAB=20.25 PAD=18.75 1 JOB NO.SHEET 1 3 9 A v e n i d a N a v a r r o S an Cl e m e n te , C A 9 2 67 2 9 4 9 .4 9 2 .8 5 8 6 w w w .t o al e ng i ne e r i n g .c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G STO RM WA T ER QUA L I T Y OF PLANS PREPARED BY: PREPARED FOR: AP V D . DA T E R E V I S I O N S BY DA T E APPD.: DATE: DWG. NO. H. SCALE: V. SCALE:SURVEY DATE: CHD.: DRN.: 1"=8' N/A4/27/2021 12/19/22 O.R. C.R. C.R. 22223 3 3 C-3 27 4 1 O C E A N B L V D BL O C K 3 3 , C O R O N A D E L M A R M . M . 3 / 4 2 27 4 1 O C E A N B O U L E V A R D , N E W P O R T B E A C H , C A CO N T R O L P O L L U T I O N P R E V E N T I O N PL A N NOTE YEAR-ROUND BMP REQUIREMENTS LEGEND 1 EROSION CONTROL BMPs TEMPORARY SEDIMENT CONTROL WIND EROSION CONTROL TRACKING CONTROL WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL NON-STORMWATER MANAGEMENT SURVEY NOTES 1.TOPOGRAPHIC SURVEY PREPARED BY RdM SURVEYING, INC. DATED 10/22/18.