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m <br />CL <br />cc <br />cV <br />N <br />N <br />O <br />N <br />N <br />N <br />3 <br />0 <br />z <br />g <br />a <br />c� <br />Z <br />s <br />c� <br />0 <br />U <br />O <br />I <br />N <br />P_ <br />N <br />W <br />NHN <br />C� <br />0 <br />N <br />Z <br />g <br />a <br />z <br />W <br />0 <br />CL <br />i <br />CL <br />U <br />c� <br />0 <br />N <br />a <br />w <br />W <br />z <br />U <br />N <br />N <br />LU <br />0 <br />Of <br />CL <br />N <br />i <br />20.24P 20.14P J <br />20.21 P � <br />MATCH EX ATCH EX MATCH E % , 20.62P <br />-- --- MATCH EX <br />20.24P 20.21 P 20114P <br />MATCH EX MATC MATCH EX <br />0+1100 <br />1+00 - - - 2+00- <br />i -- I o8_0 <br />0 20.33P <br />- I -I 19.9 - ' SANGUINETTI LN. 20.11P �cJ <br />rn MATCH EX <br />20.06P MATC�i EX o 20.07P 20.01 P l �8-0 <br />m MATCH E <br />MATCH EX `6 MATCH EX �_ MATCH EX <br />�- - 19 72TC�- -- 19.87TC _ 19.5 - O o <br />19 22FL OR <br />ITCH Ewa <br />.41 P <br />\TCH EX <br />20.26P <br />EXISTING <br />RAILROAD TRACK <br />19.a1L/-�L ELECO \ M�j <br />19.35TC �20.03TC 19.37FL o M - co o _ - <br />� 79TC 19.22FL 5T = _ -�� = 19.0 10- <br />�' - "' - - - r' 20.44TC / <br />-1-8.85 � i Y 19.79C �r; �9.35T� 1 �- T91.53C 7 19.94TC co 18.5 _ C%4 <br />20.14TC c� \ - �- - <br />MATCH E� 4C - 9.0 19.64FL - - - 19.94FL e CONTRACTOR TO GRADE EXISTING <br />- S=0.0127- - S=0.0025 - - - - S=0.0025 -OFFSITE SCOPE= --.z- - - - - S=0.0025 - _ - - - SOIL TO MATCH FINISHED GRADE \ <br />w o 0 19.98TC 20.05TC o0 19.99C �, 20.000 20.22C 20.44C <br />-TELE TELE *LE OF THE PROPOSED CONCRETE <br />19.- -49-.5. <br />20.52C <br />. SIDEWALK, CURB, AND GUTTER <br />i - �9 72047PCY,0.48P 20.53P �� <br />20 W 20.08C U') 20.09C s PROPOSED PROPERTY LINE 20.50P �� <br />�- - <br />\19.54 0.48C 20.53C <br />4.33% ONSITE SCOPE -2 .45 <br />20.50C <br />21.29 <br />\® 20.� M '20_88TC 20.79 20.50C 20.45C <br />/ <br />21.1 TC 20.31 C 20.38P <br />1 20.6 P 20.74TC 21. I �0 <br />1 20 ( FF -20.50 20.44P 20.3 P 20.45P \ 37P \\ <br />PROPERTY LINE I so 20.24P 20.44C <br />®�� 20.25P \ <br />0 20.50P ��o / A 20.37P 20. IM <br />I M M-��.50C- o o m <br />I �1 19.93RIM-�.3OP- -� 3RHNF 0 oI20.25P \ �o <br />19.8 IM 20.28P I /� '� 1 20.19RIM <br />- f- - �� <br />I _ - - _ <br />2010P - - <br />GRADING LEGEND: <br />0- GRADE SLOPE PERCENTAGE <br />- - 3.0 - - EXISTING GROUND CONTOUR <br />- 3.0 - PROPOSED GROUND CONTOUR <br />- - - G.B. GRADE BREAK <br />-- -RIDGE- - - <br />uo� <br />0 0 <br />Know what's below. <br />Cal I before you dig. <br />RIDGE <br />I L 21.13TC <br />20.63 20.50TC \ 20.33P <br />_200 OP <br />K'20.33C <br />11 1111 krV <br />GRADING ABBREVIATIONS: <br />ABBREVIATION <br />BW <br />BOW <br />C <br />DG <br />EC <br />EFL <br />EG <br />EL <br />EP <br />EX. <br />FF <br />FG <br />FP <br />FL <br />G <br />GB <br />HP <br />LB <br />LP <br />MAX <br />MIN <br />P <br />TC <br />TOW <br />TYP <br />DESCRIPTION <br />BACK OF WALK <br />BOTTOM OF WALL <br />CONCRETE <br />DECOMPOSED GRANITE <br />EXISTING CONCRETE <br />EXISTING FLOWLINE <br />EXISTING GROUND <br />ELEVATION <br />EXISTING PAVEMENT <br />EXISTING <br />FINISHED FLOOR ELEVATION <br />FINISH GROUND <br />FINISH PAD ELEVATION <br />FLOWLINE <br />GROUND <br />GRADE BREAK <br />HIGH POINT <br />LIGHT BASE <br />LOW POINT <br />MAXIMUM <br />MINIMUM <br />PAVEMENT <br />TOP OF CURB <br />TOP OF WALL <br />TYPICAL <br />� 0 <br />I� �f 1 19.93RIM <br />M 20.50P to <br />20.50P cn <br />® ® 20.42RIM \ <br />26 5 <br />.50P 20.50 ® <br />2020.5UP \ <br />GRADING AND DRAINAGE NOTES: <br />1. BEST MANAGEMENT PRACTICES (SILT FENCE, ETC.) CAN BE INSTALLED IN STAGES TO COINCIDE WITH DISTURBANCE <br />OF UPGRADIENT AREAS. <br />2. CONTOURS AND SPOT ELEVATIONS ON THIS PLAN REFLECT FINAL TOP OF PAVEMENT ELEVATIONS. <br />3. SITE PREPARATION, GRADING, AND FILL SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL <br />INVESTIGATION REPORT. <br />4. ALL FILL MATERIAL PROVIDED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING AND <br />COMPACTING. <br />5. NATURAL SUBGRADES TO SUPPORT FILL SHALL BE STRIPPED OF ALL VEGETATION OR ORGANIC TOPSOIL. ALL FILL <br />SHALL BE CONSIDERED AS CONTROLLED FILL SUBJECT TO THE GEOTECHNICAL ENGINEERING REPORT FOR THIS <br />PROJECT AND IS SUBJECT TO TESTING AND INSPECTION REQUIREMENTS AS APPROPRIATE FOR THE MATERIALS <br />INVOLVED. A GEOTECHNICAL ENGINEER IS TO PERFORM ON-SITE INSPECTION AND COMPACTION TESTING DURING <br />THE COURSE OF FILL PLACEMENT. AY MATERIAL DEEMED TO BE UNSUITABLE SHALL BE HAULED OFF THE SITE BY <br />THE CONTRACTOR AT HIS EXPENSE. THE GEOTECHNICAL ENGINEER WILL DETERMINE THE FREQUENCY AND TYPE <br />OF TESTING AND INSPECTION REQUIRED IN ORDER TO PROPERLY CONTROL COMPACTION OF FILL. <br />6. POSITIVE DRAINAGE SHALL BE MAINTAINED ON ALL SURFACE AREAS WITHIN THE SCOPE OF THIS PROJECT. <br />CONTRACTOR SHOULD TAKE PRECAUTIONS NOT TO ALLOW ANY PONDING OF WATER. <br />7. ALL DISTURBED AREAS SHALL BE REVEGETATED, BY THE CONTRACTOR, IN ACCORDANCE WITH PROJECT <br />SPECIFICATIONS, AND ARCHITECTURAL LANDSCAPING PLANS. <br />8. THE CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND <br />DRAINAGE STRUCTURES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL UNCOVER EXISTING <br />UTILITIES PRIOR TO CONSTRUCTION TO VERIFY SIZE, GRADE, AND LOCATION. THE CONTRACTOR SHALL NOTIFY THE <br />ENGINEER IMMEDIATELY OF ANY DEVIATIONS FROM PLANS PRIOR TO BEGINNING CONSTRUCTION. ANY DAMAGE TO <br />EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO <br />REPAIR, AT HIS EXPENSE. <br />9. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ORIGINAL, OR BETTER, CONDITION ANY DAMAGES DONE <br />TO EXISTING SIGNS, UTILITIES, PAVEMENT, CURBS, SIDEWALKS OR DRIVEWAYS. <br />10. DUE TO FEDERAL REGULATION TITLE 49, PART 192.181, THE GAS UTILITY MUST MAINTAIN ACCESS TO GAS VALVES <br />AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT <br />AREA. <br />11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS THAT MAY ARISE CONCERNING THE <br />INTENT, PLACEMENT, OR LIMITS, OF DIMENSIONS OR GRADES NECESSARY FOR CONSTRUCTION OF THIS PROJECT. <br />12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS, TESTS, AND APPROVALS AND <br />ACCEPTANCES REQUIRED TO COMPLETE CONSTRUCTION OF THIS PROJECT. <br />13. ALL EXCAVATION IS UNCLASSIFIED. <br />14. EXISTING TREES TO REMAIN SHALL BE PROTECTED IN COMPLIANCE WITH TREE PERMIT. <br />15. TOPSOIL STRIPPING MATERIALS TO BE RE -USED FOR REVEGETATION SHALL BE MAINTAINED IN ACCORDANCE WITH <br />APPLICABLE POLLUTION PREVENTION PLANS OR PERMITS. <br />16. WASTE MATERIALS, OR EXCESS TOPSOIL GENERATED AS A RESULT OF CLEARING AND GRADING OPERATIONS <br />SHALL BECOME THE PROPERTY OF THE CONTRACTOR. APPROPRIATE DISPOSAL OF ALL SPOIL SHALL BE AT THE <br />CONTRACTOR'S EXPENSE. <br />�y <br />F1P <br />O� <br />\ F� <br />\ �O <br />PROPERTY LINE \ <br />\ �\ SANITARY SEWER <br />EASEMENT <br />P \\ <br />TRENCH EXCAVATION SAFETY PROTECTION: <br />CONTRACTOR AND / OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL <br />DESIGN / GEOTECHNICAL / SAFETY / EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE <br />PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION <br />SITES WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH <br />EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS, AND / OR PROCEDURES FOR THE <br />PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S IMPLEMENTATION OF <br />THESE SYSTEMS, PROGRAMS AND / OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH <br />EXCAVATION SAFETY PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR <br />TRENCH EXCAVATIONS, SPECIFICALLY, CONTRACTOR AND / OR CONTRACTOR'S INDEPENDENTLY <br />RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN <br />ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF <br />INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION. <br />0 <br />0' 10' 20' 40' <br />SCALE: V=20' <br />■ <br />SIEGFRIED <br />3428 Brookside Road <br />Stockton, California 95219 <br />209-943-2021 <br />Fax: 209-942-0214 <br />www.siegfriedeng.com <br />CIVIL <br />■ STRUCTURAL <br />■ LANDSCAPE <br />ARCHITECTURE <br />■ SURVEYING <br />■ PLANNING <br />■ ATHLETIC <br />FACILITY DESIGN <br />REVISIONS <br />No. Date Description <br />PROJECT <br />SANGUINETTI <br />LANE FRONTAGE <br />IMPROVEMENTS <br />1717 SANGUINETTI LN. I <br />STOCKTON, CA 95205 <br />DATE SIGNED: 07/22/22 <br />SHEET TITLE <br />GRADING PLAN <br />Pro] Mgr AKM <br />Drawn by ARM <br />Date 07/22/2022 <br />Job No. 21172 <br />SHEET: <br />OC4mO <br />5 OF: 9 <br />