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L0.1 Cover Sheet Checked By: Drawn By: Project No.: LDA Partners, Inc. Designers & Architects 222 Central Court Stockton, CA 95204 209.943.0405 www.ldapartners.com Client: Architect: Project: 450 COMMERCE COURT MANTECA, CA 95336 11/13/2020 3:11:00 PMRSH RSH 18-077 (SHLA 19-008) PERMIT SUBMITTAL 06.02.2021 MACHADO SPORTS COMPLEX 1020 MARSH CREEK EBMA INVESTMENTS MANTECA, CA, 95336 No.Description Date By S a m H a r n e d L a n d s c a p e A r c h i t e c t u r e P O B o x 2 2 7 5 O a k d a l e , C A 9 5 3 6 1 w w w .h a r n e d l a .c o m 2 0 9 -3 8 0 -7 3 7 6 07 June 2021 1.The landscape drawings are part of and intended to be complementary to the drawings of the civil engineer and of other disciplines. Prior to start of Work, review all drawings, documents, and reports associated with this project and coordinate the work of the landscape drawings with the work of the other disciplines as necessary to ensure a fully complete and coordinated installation. 2.Prior to start of work, thoroughly review all Contract Documents and become thoroughly familiar with the requirements and the intent of these documents including all contract requirements. 3.Prior to start of any work, obtain all necessary permits from the City, State and all other agencies having jurisdiction over the work. 4.Prior to start of construction and as necessary throughout the progress of the Work, contact the Underground Service Alert with minimum 48 hours notice, and have all underground utilities and facilities marked in the field and verify by pot holing, the types, locations, sizes and/or depth of existing utilities within the work area. In the event existing utilities are discovered to be in conflict with the work required of the Contract Documents, immediately notify the Owner and the affected utility company in the most expeditious means available and later confirm in writing. Determine exact locations of all utilities and facilities and implement appropriate and effective measures to protect them. 5.Protect all existing monuments and other survey markers on the project site. Record the location of all monuments and other survey markers prior to the start of work. All such monuments or markers disturbed or destroyed during construction shall be replaced by a licensed surveyor at the Contractor's expense. 6.If during the course of any excavation evidence of archaeological resources including but not limited to artifacts and human remains are encountered, immediately stop all work and activities that may damage or destroy such resources and notify the Owner. Do not re-start affected work and activities until the Owner has provided direction to do so. 7.All work shall conform to applicable governing codes. At commencement of construction Owner and Contractor shall be responsible to consult with applicable agencies to determine if applicable codes, regulations, or governing ordinances have changed and determine if changes to the plans are required to comply with requirements. Changes to plans for updating due to these changes shall be solely the responsibility of the Owner. 8.All traffic controls shall be in conformance with Caltrans Manual of Traffic Controls and these Contract Documents. 9.Verify all work described in the Drawings for dimension, grade, extent, and compatibility with existing site conditions. Any discrepancies and unexpected conditions that affect or change the work described in the contract documents shall be brought to the Landscape Architect's attention immediately. Do not proceed with the work in the area of discrepancies until all such discrepancies are resolved. Proceeding with affected work prior to acceptable resolution will be at Contractor's own risk and may require the Contractor to remove and replace work and execute extra work at no additional cost to the Owner. 10.Omissions from the Drawings or Specifications or the misdescription of any work, which is manifestly necessary to carry out the intent of the Drawings and Specifications, or which is customarily performed, shall not relieve the Contractor from performing such omitted or described details of the work. Contractor shall perform such work as if fully and completely set forth and described in the drawings and specifications. 11.Written dimensions shall take precedence over drawing scale or proportion. Larger scale drawings shall take precedence over small scale drawings. 12.Removal and replacement limits of any existing feature shown on the Drawings are for general reference only. Actual limits shall be as required by the new work and shall be verified in the field with Owner. 13.RECORD DRAWINGS: Maintain one set of Contract Documents on site for use in documenting current progress of work and all changes. Document progress and changes with red, indelible ink. Make documents available to Landscape Architect for review at all site visits and as requested. Draft all changes in CAD files copy and note changes to specifications on copies of the original specifications using indelible black or red ink as directed. Unless otherwise specified, these shall serve as the Record Documents that must be submitted prior to final payment. 14.The Owner may have other work within this project area being executed under separate contracts by other contractors ("others") concurrently with the execution of work covered by these documents. Contractor shall coordinate work of this contract with work of others as necessary to ensure the proper interface of this work with work of others and by such means, methods, and timing that the work of others is not impeded. GENERAL NOTES AB AGGREGATE BASE OR ANCHOR BOLT AC ASPHALTIC CONCRETE ACP ASPHALTIC CONCRETE PAVING/PAVEMENT ADJ ADJACENT ALT ALTERNATE AP ANGLE POINT APPROX APPROXIMATE BLDG BUILDING CB CATCH BASIN CF CUBIC FOOT C/L , CL CENTERLINE CLR CLEAR CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS, CONTINUE CTR CENTER DI DRAIN INLET DIA DIAMETER DWG DRAWING EA EACH EJ, EX JT EXPANSION JOINT ELECT ELECTRICAL EP EDGE OF PAVEMENT EQ EQUAL EX EXISTING EXIST EXISTING (E)EXISTING FD FRENCH DRAIN FES FLARED END SECTION FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOW LINE FS FINISHED SURFACE FTG FOOTING FUT FUTURE GB GRADE BREAK GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GR GRATE HP HIGH POINT ID INSIDE DIAMETER IE INVERT ELEVATION INT INTERSECTION INV INVERT L LENGTH LH LEFT HAND LP LOW POINT LT LEFT MAT'L MATERIAL MAX MAXIMUM MED MEDIUM MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELLANEOUS ML MAINLINE (N)NEW N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPP OPPOSITE OPT OPTIONAL PA, PLTR PLANTER AREA PC POINT OF CURVE PERF PERFORATED PERP PERPENDICULAR PL PROPERTY LINE POB POINT OF BEGINNING POC POINT OF CONNECTION PRC POINT OF REVERSE CURVE PROP PROPOSED PT POINT, POINT OF TANGENCY 1 4PT QUARTER POINT ON ARC 1 2PT HALF POINT ON ARC 3 4PT THREE-QUARTER POINT ON ARC PSI POUNDS PER SQUARE INCH PUE PUBLIC UTLITIES EASEMENT PVC POLYVINYL CHLORIDE RAD RADIUS REBAR REINFORCING BAR REC RECOMMENDED OR RECOMMENDATION REF REFERENCE REM REMOVE REQ, REC'D REQUIRED REV REVISION(S), REVISED RH RIGHT HAND ROW RIGHTOFWAY RT RIGHT S SLOPE SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SG SUB-GRADE SHT SHEET SIM SIMILAR SL SLOPE SPEC SPECIFICATION(S) SQ SQUARE SF SQUARE FEET SS SANITARY SEWER STD STANDARD SURF SURFACE SW SOUTHWEST SWCL SIDEWALK CENTERLINE SYS SYSTEM TBC TOP BACK OF CURB TC TOP OF CURB TS TOP OF STEP TS TUBE STEEL TW TOP OF WALL TYP TYPICAL UON UNLESS OTHERWISE NOTED VAR VARIES W WATER W/WITH W/O WITHOUT 450 Commerce Court, Manteca, CA Machado Sports Complex VICINITY MAP Project Location SHEET INDEX L0.1 - COVER SHEET L1.1 - SITE CONSTRUCTION PLAN L2.1 - CONSTRUCTION DETAILS L3.1 - IRRIGATION PLAN ABBREVIATIONS L4.1 - PLANTING PLAN L5.1 - IRRIGATION DETAILS L6.1 - PLANTING DETAILS L7.1 - WELO NOTES AND CALCULATIONS L7.2 - LANDSCAPE SPECIFICATIONS L7.3 - LANDSCAPE SPECIFICATIONS Landscape Improvement Plans L5.2 - IRRIGATION DETAILS L1.2 - SITE CONSTRUCTION PLAN L3.2 - IRRIGATION PLAN L4.2 - PLANTING PLAN 6/8/2021, 1:58:25 PM 21-0396 LUMEN ARCEO