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U) <br />X <br />Ln <br />O <br />OFFSITE IMPROVEMENTS FOR IrEllEliERIF - <br />VERNALIS QUARRwf <br />36314 SOUTH BIRD ROAD <br />VERNALIS (SAN JOAQUIN COUNTY), CA <br />LEGEND KPFF GENERAL NOTES SITE MAP VICINITY MAP <br />PROPOSED EXISTING <br />PROPERTY LINE/ -- --- <br />RIGHT-OF-WAY LINE <br />EASEMENT LINE -------- -------- <br />CENTERLINE - <br />BUILDING OVERHANG - - - - - - - - <br />ASPHALT PAVEMENT (HEAVY) <br />CONCRETE PAVEMENT <br />MAJOR CONTOUR 100 100 <br />MINOR CONTOUR 99 99 <br />GRADE BREAK GB <br />GRADING SLOPE <br />DAYLIGHT LINE <br />GAS LINE <br />G <br />AGENCY <br />ELECTRIC LINE <br />E <br />E <br />FIBER OPTIC LINE <br />FO <br />FO - <br />TELECOMMUNICATIONS LINE <br />T <br />T <br />JOINT TRENCH <br />JT <br />AT&T <br />FENCE <br />1-800-247-2020 <br />WATER <br />STORM DRAIN LINE <br />4"SD <br />SD <br />SANITARY SEWER LINE <br />6"SIQ; <br />ss <br />WATER MAIN LINE <br />12 W <br />-W <br />- <br />XX.XX TC <br />XX.XX <br />SPOT ELEVATIONS <br />XX.XX FS <br />(XX.XX FS) <br />FIRE DISTRICT <br />2.0 <br />(2.0 <br />GRADING SLOPE <br />CENTERLINE <br />PVC <br />CALL BEFORE YOU DIG <br />1. GENERAL RECOMMENDATIONS OF THE SOILS REPORT BY BLACKBURN CONSULTING <br />DATED APRIL 26, 2022 AND ADDENDA SHALL BE MADE A PART OF THESE PLANS. <br />2. EXISTING TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM A SURVEY DATED <br />04/14/2022 BY KPFF CONSULTING. <br />3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE <br />JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING <br />THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY <br />CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. <br />4. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN <br />CONDITIONS FOR GRADING, DRAINAGE AND UNDERGROUND FACILITIES INCLUDING <br />LOCATION AND ELEVATION OF EXISTING UNDERGROUND FACILITIES AT CROSSINGS <br />WITH PROPOSED UNDERGROUND FACILITIES. IF CONDITIONS DIFFER FROM THOSE <br />SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL <br />NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. <br />5. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF <br />ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY <br />DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE <br />ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN <br />BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS <br />OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR <br />OWN EXPENSE AND AT NO EXPENSE TO THE OWNER, ARCHITECT, OR ENGINEER. <br />6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES <br />AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE <br />AS SHOWN FOR SIMILAR WORK. <br />7. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY <br />INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF <br />AVAILABLE RECORD DATA. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR <br />COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL TAKE <br />PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER <br />LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. <br />8. IF AT ANY TIME DURING GRADING OPERATIONS, ANY UNFAVORABLE GEOLOGICAL <br />CONDITIONS ARE ENCOUNTERED, GRADING IN THAT AREA WILL STOP UNTIL APPROVED <br />CORRECTIVE MEASURES ARE OBTAINED. <br />9. THE PROPOSED GRADE IS THE FINAL GRADE AND NOT THE ROUGH GRADE. THE <br />CONTRACTOR SHALL SUBTRACT THE THICKNESS OF THE PAVED SECTION AND/OR <br />LANDSCAPE TOPSOIL SECTION TO ARRIVE AT THE ROUGH GRADE ELEVATION. <br />10. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES AND SPOT <br />ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS. <br />11. ALL DEBRIS AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE AND <br />DISPOSED OF AT APPROVED DISPOSAL SITES. THE CONTRACTOR SHALL OBTAIN <br />NECESSARY PERMITS FOR THE TRANSPORTATION OF MATERIAL TO AND FROM THE <br />SITE. <br />12. THE CONTRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FROM THE CALIFORNIA DIVISION <br />OF INDUSTRIAL SAFETY PRIOR TO THE CONSTRUCTION OF TRENCHES OR <br />EXCAVATIONS WHICH ARE FIVE FEET OR DEEPER. <br />13. DIMENSIONS TO PIPELINES ARE TO CENTERLINE UNLESS OTHERWISE NOTED. <br />14. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE <br />PERFORMED BY A LICENSED LAND SURVEYOR. <br />15. THE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS DAMAGED DURING <br />CONSTRUCTION TO MATCH EXISTING, INCLUDING PERMANENT TRENCH RESURFACING. <br />16. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT (800-422-4133) PRIOR <br />TO EXCAVATION. <br />17. ALL DIMENSIONS ARE IN FEET OR DECIMALS THEREOF. <br />18. ALL CURB DIMENSIONS AND RADII ARE TO PAVEMENT FACE OF CURB. <br />19. CONTRACTOR TO BE AWARE OF ALL OVERHEAD LINES AT ALL TIMES, SO AS NOT TO <br />DISTURB THEM. <br />20. WATER SHALL BE PROVIDED ONSITE AND USED TO CONTROL DUST DURING <br />CONSTRUCTION OPERATIONS. <br />21. CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FROM THE COUNTY OF SAN <br />JOAQUIN FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. <br />22. STORM DRAINAGE SYSTEMS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE <br />FINAL SITE CONDITION AT COMPLETION OF THE PROJECT. THE CONTRACTOR IS <br />RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE SITE, DURING INTERIM <br />CONDITIONS OF CONSTRUCTION. <br />23. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING NPDES, FROM THE <br />APPROPRIATE JURISDICTIONAL AGENCIES FOR DISCHARGE OF GROUNDWATER THAT <br />MAY BE NECESSARY TO ACCOMPLISH EXCAVATIONS SHOWN ON THESE PLANS. <br />UTILITIES <br />1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, <br />FRAMES AND COVERS, ETC. TO FINISHED GRADE. <br />2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, <br />GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN <br />UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. <br />3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE <br />INSTALLATION OF GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. <br />4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL <br />SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT <br />TO ENGINEER AND OWNER. <br />5. SHOP DRAWINGS FOR PRECAST AND PROPRIETARY UTILITY STRUCTURES INCLUDING <br />PROJECT SPECIFIC INVERTS AND DIMENSIONS SHALL BE REVIEWED BY THE ENGINEER <br />FOR CONFORMANCE WITH THE DESIGN PRIOR TO CONSTRUCTION. <br />w VV <br />w w <br />LC) w w <br />W w <br />I <br />LIMITS OF PROPOSED IMPROVE0 <br />SCALE: NTS <br />Tr""o-Mw w w w <br />Vil w w w <br />W w w w <br />w 1 -LANDS OF CITY AND COUNTY OF SAN FRANCISCO <br />W. VERNALIS RD <br />& HETCH HETCHY RIGHT-OF-WAY <br />o <br />M <br />BLEWETT ROAD N <br />01I <br />Q <br />OE. BLEWETT RD <br />W /�S8 <br />0 <br />I� <br />I� <br />PROJECT SITE <br />I� <br />10 <br />■ <br />■ PROJECT CONTACTS <br />■ <br />■ CLIENT: CIVIL ENGINEER: <br />■ TEICHERT AGGREGATES KPFF CONSULTING ENGINEERS <br />■ 3500 AMERICAN RIVER DR 2250 DOUGLAS BLVD, SUITE 200 <br />•� SACRAMENTO, CA 95864 ROSEVILLE, CA 95661 <br />CONTACT: DAN CAMPBELL TEL: 916-772-7688 <br />NORTH GEOTECHNICAL ENGINEER: CONTACT: RYAN CARTER <br />BLACKBURN CONSULTING <br />SCALE 11521 BLOCKER DRIVE SUITE 110 <br />1 INCH = 100 FEET AUBURN, CA 95603 <br />CONTACT: NICK VASQUEZ <br />100 0 100 200 SHEET INDEX <br />COVER SHEET C1.0 <br />VERTICAL DATUM: NAVD88 BASIS OF BEARINGS: <br />BENCHMARK: 60D NAIL WITH WASHER IN CENTER OF ACCESS ROAD BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, OFFSITE IMPROVEMENT PLAN C2.0 <br />BENCHMARK NO. KPFF CONTROL POINT #1 ZONE 3, NAD83(2011) EPOCH 2010. <br />EL. 281.62' EROSION & SEDIMENT CONTROL PLAN AND DETAILS C3.0 <br />AGENCY APPROVALS <br />COUNTY OF SAN JOAQUIN <br />PARTMENT OF PUBLIC WORKS <br />APPR AS "ENCROACHMENT PERMIT PLAN SET" <br />APPROVED FOR RK WITHIN COUNTY RIGHT-OF-WAY ONLY <br />APPROVED: <br />DATE <br />RCE NO.: EXP. E: <br />ENCROACHMENT DATE <br />PERMIT NO.: ISSUED: BY: <br />UTILITY REPRESENTATIVES <br />UTILITY <br />AGENCY <br />REPRESENTATIVE <br />PHONE <br />GAS <br />P.G.&E. <br />TRAVIS DAVIS <br />510-362-2249 <br />ELECTRICITY <br />HETCHY HETCHY WATER & POWER <br />KEVIN BOLTER <br />209-409-4182 <br />TELEPHONE <br />AT&T <br />- <br />1-800-247-2020 <br />WATER <br />HETCHY HETCHY WATER & POWER <br />KEVIN BOLTER <br />209-409-4182 <br />SEWER <br />SAN JOAQUIN COUNTY <br />- <br />- <br />DRAINAGE <br />SJC FLOOD CONTROL AGENCY <br />- <br />209-937-7900 <br />CABLE T.V. <br />AT&T BROADBAND <br />- <br />1-800-247-2020 <br />FIRE DISTRICT <br />WEST STANISLAUS COUNTY FIRE <br />PROTECTION DISTRICT <br />STEVEN HALL <br />209-893-8130 <br />TOTAL IMPERVIOUS AREA <br />PRE -CONSTRUCTION (IMPERV.) <br />0.02 ACRES <br />POST -CONSTRUCTION (IMPERV.) <br />0.04 ACRES <br />CHANGE IN IMPERV. AREA <br />+0.02 ACRES <br />ABBREVIATIONS <br />AC <br />ASPHALT CONCRETE <br />OVH/OH <br />OVERHEAD <br />AD <br />AREA DRAIN <br />(P) <br />PROPOSED <br />APPROX. <br />APPROXIMATE <br />PA <br />PROPERTY LINE <br />B <br />BOLLARD <br />PM <br />PARKING METER <br />BOT <br />BOTTOM OF PIPE <br />POC <br />POINT ON CURVE <br />BOW <br />BACK OF WALK <br />PP <br />POWER POLE <br />BS <br />BOTTOM OF STAIR <br />PRC <br />POINT OF REVERSE CURVATURE <br />BW <br />BOTTOM OF WALL <br />PT <br />POINT OF TANGENT <br />CB <br />CATCH BASIN <br />P.U.E <br />PUBLIC UTILITY EASEMENT <br />CL <br />CENTERLINE <br />PVC <br />POLYVINYL CHLORIDE <br />CMU <br />CONCRETE MASONRY UNIT <br />PVMT <br />PAVEMENT <br />CO <br />CLEANOUT <br />PVT <br />PRIVATE <br />CONC. <br />CONCRETE <br />RIM <br />RIM ELEVATION <br />COTG <br />CLEANOUT TO GRADE <br />RD <br />ROOF DRAIN <br />CP <br />CONTROL POINT <br />R.O.W <br />RIGHT-OF-WAY <br />0 <br />DELTA <br />S <br />SLOPE (FT/FT) <br />DI <br />DRAIN INLET <br />SD <br />STORM DRAIN <br />DIA.,O <br />DIAMETER <br />SDMH <br />STORM DRAIN MANHOLE <br />E <br />ELECTRICAL <br />SF <br />SQUARE FEET <br />EG <br />EXISTING GRADE <br />SHT <br />SHEET <br />(E) <br />EXISTING <br />SS <br />SANITARY SEWER <br />FF <br />FINISH FLOOR ELEVATION <br />SSMH <br />SANITARY SEWER MANHOLE <br />FG <br />FINISH GRADE <br />ST <br />STREET <br />FL <br />FLOWLINE <br />STA <br />STATION <br />FS <br />FINISHED SURFACE <br />STD <br />STANDARD <br />G <br />GAS <br />TC <br />TOP OF CURB <br />GB <br />GRADE BREAK <br />TD <br />TRENCH DRAIN <br />GL <br />GAS LINE <br />TOP <br />TOP OF PIPE <br />GR <br />GRATE ELEVATION <br />TRANS. <br />TRANSFORMER <br />GV <br />GATE VALVE <br />TS <br />TOP OF STAIR <br />HP <br />HIGH POINT <br />TW <br />TOP OF WALL <br />ID <br />INSIDE DIAMETER <br />TYP <br />TYPICAL <br />IE <br />INVERT ELEVATION <br />UG <br />UNDERGROUND <br />INV <br />INVERT <br />UGE <br />UNDERGROUND ELECTRIC <br />IRR. <br />IRRIGATION <br />UNO <br />UNLESS NOTED OTHERWISE <br />JT <br />JOINT TRENCH <br />VIF <br />VERIFY IN FIELD <br />LF <br />LINEAR FEET <br />W <br />WATER <br />MH <br />MANHOLE <br />W/ <br />WITH <br />MIN <br />MINIMUM <br />WCR <br />WHEEL CHAIR RAMP <br />N <br />NORTHING <br />WM <br />WATER METER <br />O.D <br />OUTSIDE DIAMETER <br />WV <br />WATER VALVE <br />OF <br />OUTFALL <br />NORTH <br />a� <br />2250 Douglas Blvd, Suite 200 <br />Roseville, CA 95661 <br />0:916.772.7688 <br />F:916.772.7699 <br />www.k,off.com <br />Engineer's Stamp <br />QROFESS/O r <br />�o <br />� S�EPHE <br />� y <br />q � <br />C <br />2081 <br />.6/30 <br />ENG�������' <br />OF CAL\F�� <br />Project <br />>= <br />0 <br />Q <br />LLE>M <br />Q <br />U <br />� <br />Z <br />C� <br />�E= <br />Z <br />W <br />� <br />J <br />O <br />W <br />> <br />Q <br />Z <br />U <br />0Cez <br />W <br />W <br />% <br />�' <br />C <br />Q <br />W <br />� <br />0 <br />� <br />W <br />� <br />LL.0 <br />Z <br />Q <br />LAM <br />O <br />W <br />Cly <br />Sheet Title <br />COVER <br />SHEET <br />-0 <br />0 <br />a <br />C/) <br />z <br />0 <br />0 <br />4-J <br />Q <br />U <br />> <br />w <br />U) <br />(j) <br />C) <br />4-1D <br />0 <br />Z <br />DATE <br />06/24/22 <br />Designed <br />RC <br />Drawn <br />OB <br />Checked <br />RC <br />JOB NO. <br />2100-045 <br />Drawing No. <br />• <br />