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GRADING NOTES; ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, THE REQUIREMENTS OF THE GOVERNMENT AGENCY WHICH HAS JURISDICTION OVER THIS SITE AND WILL ISSUE THE GRADING PERMIT AND THE UNIFORM BUILDING CODE, LATEST EDITION. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER, WHO SHALL BE PRESENT AT ALL TIMES DURING GRADING OPERATIONS. THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST TWO DAYS BEFORE STARTING ANY OF THIS WORK, THE SOILS ENGINEER SHALL PROVIDED TO THE DESIGN ENGINEER A FINAL SOILS REPORT OR A STATEMENT THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE GRADING PLAN AND PRELIMINARY SOILS REPORT ALONG WITH COPIES OF THE COMPACTION TESTS, IF DEVIATIONS FROM THIS MAP AND WHAT EXISTS AT THE SITE OCCUR DURING CONSTRUCTION THE CONTRACTOR IS TO CONTACT A&S ENGINEERING AND FRANK A, SLINKARD SO CHANGES CAN BE MADE TO THE PLAN. SEE A&S ENGINEERINGS SITE AND DEMO PLAN FOR INFO, AND DIMENSIONS NOT SHOWN ON THIS MAP, ALL EXISTING COVERED GRATES,MANHOLES, MONITOR WELLS, INSPECTION AND FILLER LIDS, ETC. SHALL BE ADJUSTED TO NEW PAVING AND CONCRETE GRADES. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATIONS. THE ENGINEER HAS MADE A DILIGENT SEARCH OF RECORDS, CONTACTED UTILITY COMPANIES AND OTHERWISE ENDEAVORED TO INDICATE ON THE DRAWINGS ALL UTILITIES WHICH EXIST WITHIN THE LIMITS OF THE WORK OF THIS PROJECT, HOWEVER THE ENGINEER MAKES NO GUARANTEE THAT ALL FACILITIES HAVE BEEN SHOWN ON THE PLANS, SINCE THE LOCATIONS AND DESCRIPTIONS WERE NOT ALL OBTAINED FROM ACTUAL FIELD SURVEYS AND SOME UNDERGROUND FACILITIES MAY NOT SHOW UP IN THE RECORDS. THE CONTRACTOR SHALL CONTACT THE OWNERS OF THE UNDERGROUND FACILITIES AND ALL UTILITIY COMPANIES REQUESTING THEY LOCATE AND MARK THEIR FACILITIES PRIOR TO BEGINNING WORK. PRIOR TO DELIVERY OF ANY MATERIALS OR BEGINNING OF ANY EXCAVATION AND PRIOR TO BRINGING ANY CREWS OR EQUIPTMENT ON THE JOB, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND REPORT TO THE ENGINEER SAID LOCATIONS AND ANY POSSIBLE CONFLICT WITH THE WORK TO BE PREFORMED. THE ENGINEER SHALL THEN DETERMINE IF ANY REVISIONS TO THE DESIGN ARE REQUIRED AND PREPARE ANY NECESSARY REVISIONS TO THE PLANS PRIOR TO THE CONTRACTOR PROCEEDING WITH ANY WORK ON OR AROUND THE AFFECTED LINE OR LINES. NO EXTRA COMPENSATION WILL BE ALLOWED FOR EXTRA COSTS INCURRED DUE TO CONTRACTORS FAILURE TO STRICTLY FOLLOW THIS PROCEDURE. THE PROPOSED PIPE INVERT ELEVATIONS SHOWN ARE APPROXIMATE ELEVATIONS, THE CONTRACTOR IS TO VERIFY THE EXISTING CONNECTION INVERTS BEFORE ANY CONSTRUCTION BEGINS TO MAKE SURE THE PROPOSED PIPES WILL FLOW A THE INTENDED DIRECTION. IF A PROBLEM OCCUPIES CONTRACTOR IS TO CONTACT A&S ENGINEERING OR FRANK A. SLINKARD ENGINEERING SO CORRECTION CAN BE MADE, SEE A&S ENGINEERING'S PLANS FOR PAVING AND CONCRETE STRUCTURAL SECTIONS. CITY OF LOD,I SA=TRAP��A�� PUBLIC NORKS DEPARTMENT e.P.N pl I I TO CITY MANHOLE OR GTCM BASIN 3• MIN. PVC OR ABS � TEE NOTES: 1. PRECAST CONMEPCIAL UNITS ARE ACCEPTABLE WITH PRIOR APPROVAL. 2. OIL TMP TO BE OUTS TOE OF ANY FENCING AND SUBJECT TO INSPECTION AT ALL TIMES. 0-1 —IRRP SnuO T<AP r( SOLIO LIP PER Zt' MIN. STO. PLAN 308--+ RISER WIPIATE`_ "Ii: Voll) 36• MIN CIA, VARIES DRAINAGE AREA(sr) VOL d N (EXCLUDING t LANDSCAPING; bit NO.1 - 17,500s.f. 6 NO. 2- 9,677 s.f. 3 8'1 16'1 PVC OR ABs TEE VOL2 COMBINED ALL C.R.'S CU, FT. 4.4 cu. ft. 6" 12" 2.4 cu. ft. NOTE: LARGER SIZES MAY BE REQUIRED BASED ON GENERATION OF OIL AND/OR SAND fl.e. BULK OIL FACILITIES, TRUCKING FIRMS) -CITY OF LODI SAND OR GREASE TRAP L PUBLIC WORKS DEPARTMEnIT 6" in. w' cnaet Plate Cnt, d iAl �A 3/8"1 14' AAeear' Cltnn.0 use Cott noA Piot Ono F{ninga - A ,,Cor <4 Ban of le"C-C each .ar — 6' Z'- 0" I _ O O al: •— N 1 i AA II o 0�0 1 Jr �♦ I�� uae ooe,e•ea Ooe�•rro� C,c�e PLAN v at�n i' 1 noisea�3 c•c I l/2"a 11/2"e 1/4" AY SECTION A -A DRAFT AppPOV eo -D NOTES: STD PLAN I. All exposed steel to be galvaniled after fabrication. 2. Alternate troos may be submitted for the approval of ro • o w o• • e.CA imee tha Public Warks Department. ST D � �w--IUL 205 JULv 1976 ' ��"A�.;.,;� �... �, g.ps-�s PLAN DETAIL SHEET JOB N0. E�OI8- l6 - 14-