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C <br />v <br />D <br />Iq <br />E <br />00 <br />0 <br />CIVIL t SURVEYOR: <br />O <br />PLUMBING: <br />0 <br />SECURITY/SIGNAGE/ <br />C] <br />Sands <br />0 <br />Gayner Engineers <br />O <br />F <br />O <br />A <br />n <br />San Francisco,CA 94109 <br />t <br />ENVIRONMENTAL <br />V <br />ASSESSMENT: <br />STRUCTURAL: <br />Q <br />Degenkolb Engineers <br />Allegiance Group <br />r <br />375 Beale Street, Suite 500 <br />� <br />201 California Street, Suite 1500 <br />L <br />Portland, OR 97239 <br />0 <br />C <br />v <br />D <br />Iq <br />E <br />00 <br />0 <br />CIVIL t SURVEYOR: <br />0 <br />PLUMBING: <br />_D <br />SECURITY/SIGNAGE/ <br />C] <br />Sands <br />COMMUNICATIONS/ <br />Gayner Engineers <br />O <br />F <br />o <br />Oakland, CA 94607 <br />II <br />San Francisco,CA 94109 <br />t <br />ENVIRONMENTAL <br />V <br />ASSESSMENT: <br />STRUCTURAL: <br />GEOTECHNICAL <br />Degenkolb Engineers <br />Allegiance Group <br />r <br />375 Beale Street, Suite 500 <br />� <br />201 California Street, Suite 1500 <br />C <br />Portland, OR 97239 <br />0 <br />Q} o <br />O <br />B <br />Qi <br />0 <br />C <br />v <br />D <br />Iq <br />E <br />00 <br />to <br />r <br />1 2 - I 5 6 I 7 8 9 <br />GENERAL GRADING NOTES <br />1. ALL FILL, IMPORT SOILS AND GRADING SHALL BE IN CONFORMANCE WITH THE L <br />PROJECT GEOTECHNICAL REPORT. <br />2. COORDINATE THE PLACEMENT OF ALL SLEEVES FOR LANDSCAPE IRRIGATION — — PROPERTY LINE <br />(WATER AND CONTROL WIRING) AND SITE LIGHTING PRIOR TO THE <br />PLACEMENT OF ANY ASPHALT, BASEROCK OR CONCRETE SURFACING. SEE APPROXIMATE SHEET LIMITS <br />LANDSCAPING AND SITE ELECTRICAL DRAWINGS. <br />3. ROUGH GRADING TO BE WITHIN 0.1' AND FINISH GRADES ARE TO BE WITHIN <br />0.05', HOWEVER CONTRACTOR SHALL NOT CONSTRUCT ANY IMPROVEMENTS <br />THAT WILL CAUSE WATER TO POND OR NOT MEET REQUIREMENTS IN GRADING <br />NOTE #1 OR THE ADA REQUIREMENTS BELOW. DO NOT ADJUST GRADES ON <br />THIS PLAN WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER/ARCHITECT. <br />4. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM TO THE <br />LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET FORTH ON THESE PLANS. <br />ALL GRADED AREAS SHALL CONFORM TO THE VERTICAL ELEVATIONS SHOWN <br />WITHIN THE TOLERANCES OF NOTE 5 ABOVE. WHERE GRADED AREAS DO NOT <br />CONFORM TO THESE TOLERANCES, THE CONTRACTORS SHALL BE REQUIRED TO <br />EGEND <br />/i <br />/ <br />,za <br />60 0 30 50 <br />\ f/ <br />SAN D I S SCALE: 1"=60' <br />s 0 <br />- , Q �l /2.. IRON PINC1101 <br />1 / IN MON WELL <br />N 214835 .3475 <br />DO CORRECTIVE GRADING, AT NO EXTRA COST TO THE CLIENT/OWNER. E 6336282.2683 / <br />5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE GROUND <br />ELEVATIONS AND OVERALL TOPOGRAPHY OF THE SITE PRIOR TO THE START OF <br />CONSTRUCTION AS TO THE ACCURACY BETWEEN THE WORK SET FORTH ON_ <br />THESE PLANS AND THE WORK IN THE FIELD. ANY DISCREPANCIES SHALL BE—°—=_ -- <br />IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER-- - <br />AND CIVIL ENGINEER IN WRITING PRIOR TO START OF CONSTRUCTION WHICH 'may` -- - V <br />MAY REQUIRE CHANGES IN DESIGN AND/OR AFFECT THE EARTHWORK Y MANTH <br />QUANTITIES. / <br />i rT <br />; <br />8. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY <br />EXISTING IMPROVEMENTS OF UNDERGROUND FACILITIES DAMAGED DURING THE --- <br />CONSTRUCTION PERIOD. <br />9. AREAS LACKING TOPOGRAPHIC INFORMATION (ELEVATIONS) HAVE BEEN r <br />INTERPOLATED USING STANDARD ENGINEERING METHODS. CONTRACTOR SHALL <br />FIELD VERIFY ALL ELEVATIONS AT CONFORMS PRIOR TO COMMENCEMENT OF <br />CONSTRUCTION AND REPORT BACK ANY DISCREPANCIES TO THE CIVIL�I] 4 7- -7 _J <br />ENGINEER. <br />10. ADJUST ANY MANHOLE OR UTILITY STRUCTURES TO PROPOSED GRADE PRIOR < \\ �r, 1 <br />TO INSTALLING FINAL LIFT OF AC OR POURING CONCRETE.\� <br />1 1 . REFER TO LANDSCAPE PLANS FOR ALL FURNITURE, PLANTING MATERIALS, 8c \\ } W <br />LAYOUT WITHIN COURTYARDS AND PATIO AREAS. �h\\ �{` '/� i z11 <br />\ � 3y� ` � . — r ■ a <br />—a— <br /><<\� I .fit el 11. <br />` <br />L7 AZ <br />' - <br />—_° �-� Ae <br />f -- <br />C <br />ti <br />\ I <br />�J <br />Cl TI <br />t— --i I■ ■ �, 1 �� I J�, / / / \ ,' y \ \ —«ice <br />Ll <br />0 <br />/� �\ _ <br />... ... Al <br />`` I O <br />_/,A���,� , I <br />- -. --- --� -- -� �'�, ���`\ II CUP <br />\ ■ o O <br />.. <br />- - `d --' F�--�� <br />A A /1 �_.-_ - <br />-- r <br />_.rrr �~-�•-- � � � -- : -- --- --- --- -- - � - - <br />G <br />7 �- <br />0 SOLICITATION SET 15 OCT 2021 <br />NO REVISIONS DATE <br />CONSULTANTS: <br />ARCHITECTURE/ <br />0 <br />CIVIL t SURVEYOR: <br />INTERIOR DESIGN/ <br />PLUMBING: <br />_D <br />SECURITY/SIGNAGE/ <br />C] <br />Sands <br />COMMUNICATIONS/ <br />Gayner Engineers <br />0 v <br />F <br />1133 Post Street <br />Oakland, CA 94607 <br />u <br />San Francisco,CA 94109 <br />t <br />ENVIRONMENTAL <br />V <br />ASSESSMENT: <br />STRUCTURAL: <br />GEOTECHNICAL <br />Degenkolb Engineers <br />Allegiance Group <br />r <br />375 Beale Street, Suite 500 <br />4321 SW Corbett #200 <br />201 California Street, Suite 1500 <br />San Francisco,CA 94105 <br />Portland, OR 97239 <br />San Francisco, CA 94111 <br />Q} o <br />O <br />to <br />r <br />1 2 - I 5 6 I 7 8 9 <br />GENERAL GRADING NOTES <br />1. ALL FILL, IMPORT SOILS AND GRADING SHALL BE IN CONFORMANCE WITH THE L <br />PROJECT GEOTECHNICAL REPORT. <br />2. COORDINATE THE PLACEMENT OF ALL SLEEVES FOR LANDSCAPE IRRIGATION — — PROPERTY LINE <br />(WATER AND CONTROL WIRING) AND SITE LIGHTING PRIOR TO THE <br />PLACEMENT OF ANY ASPHALT, BASEROCK OR CONCRETE SURFACING. SEE APPROXIMATE SHEET LIMITS <br />LANDSCAPING AND SITE ELECTRICAL DRAWINGS. <br />3. ROUGH GRADING TO BE WITHIN 0.1' AND FINISH GRADES ARE TO BE WITHIN <br />0.05', HOWEVER CONTRACTOR SHALL NOT CONSTRUCT ANY IMPROVEMENTS <br />THAT WILL CAUSE WATER TO POND OR NOT MEET REQUIREMENTS IN GRADING <br />NOTE #1 OR THE ADA REQUIREMENTS BELOW. DO NOT ADJUST GRADES ON <br />THIS PLAN WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER/ARCHITECT. <br />4. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM TO THE <br />LINES, GRADES, SECTIONS, AND DIMENSIONS AS SET FORTH ON THESE PLANS. <br />ALL GRADED AREAS SHALL CONFORM TO THE VERTICAL ELEVATIONS SHOWN <br />WITHIN THE TOLERANCES OF NOTE 5 ABOVE. WHERE GRADED AREAS DO NOT <br />CONFORM TO THESE TOLERANCES, THE CONTRACTORS SHALL BE REQUIRED TO <br />EGEND <br />/i <br />/ <br />,za <br />60 0 30 50 <br />\ f/ <br />SAN D I S SCALE: 1"=60' <br />s 0 <br />- , Q �l /2.. IRON PINC1101 <br />1 / IN MON WELL <br />N 214835 .3475 <br />DO CORRECTIVE GRADING, AT NO EXTRA COST TO THE CLIENT/OWNER. E 6336282.2683 / <br />5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE GROUND <br />ELEVATIONS AND OVERALL TOPOGRAPHY OF THE SITE PRIOR TO THE START OF <br />CONSTRUCTION AS TO THE ACCURACY BETWEEN THE WORK SET FORTH ON_ <br />THESE PLANS AND THE WORK IN THE FIELD. ANY DISCREPANCIES SHALL BE—°—=_ -- <br />IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER-- - <br />AND CIVIL ENGINEER IN WRITING PRIOR TO START OF CONSTRUCTION WHICH 'may` -- - V <br />MAY REQUIRE CHANGES IN DESIGN AND/OR AFFECT THE EARTHWORK Y MANTH <br />QUANTITIES. / <br />i rT <br />; <br />8. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY <br />EXISTING IMPROVEMENTS OF UNDERGROUND FACILITIES DAMAGED DURING THE --- <br />CONSTRUCTION PERIOD. <br />9. AREAS LACKING TOPOGRAPHIC INFORMATION (ELEVATIONS) HAVE BEEN r <br />INTERPOLATED USING STANDARD ENGINEERING METHODS. CONTRACTOR SHALL <br />FIELD VERIFY ALL ELEVATIONS AT CONFORMS PRIOR TO COMMENCEMENT OF <br />CONSTRUCTION AND REPORT BACK ANY DISCREPANCIES TO THE CIVIL�I] 4 7- -7 _J <br />ENGINEER. <br />10. ADJUST ANY MANHOLE OR UTILITY STRUCTURES TO PROPOSED GRADE PRIOR < \\ �r, 1 <br />TO INSTALLING FINAL LIFT OF AC OR POURING CONCRETE.\� <br />1 1 . REFER TO LANDSCAPE PLANS FOR ALL FURNITURE, PLANTING MATERIALS, 8c \\ } W <br />LAYOUT WITHIN COURTYARDS AND PATIO AREAS. �h\\ �{` '/� i z11 <br />\ � 3y� ` � . — r ■ a <br />—a— <br /><<\� I .fit el 11. <br />` <br />L7 AZ <br />' - <br />—_° �-� Ae <br />f -- <br />C <br />ti <br />\ I <br />�J <br />Cl TI <br />t— --i I■ ■ �, 1 �� I J�, / / / \ ,' y \ \ —«ice <br />Ll <br />0 <br />/� �\ _ <br />... ... Al <br />`` I O <br />_/,A���,� , I <br />- -. --- --� -- -� �'�, ���`\ II CUP <br />\ ■ o O <br />.. <br />- - `d --' F�--�� <br />A A /1 �_.-_ - <br />-- r <br />_.rrr �~-�•-- � � � -- : -- --- --- --- -- - � - - <br />G <br />7 �- <br />0 SOLICITATION SET 15 OCT 2021 <br />NO REVISIONS DATE <br />CONSULTANTS: <br />ARCHITECTURE/ <br />MECHANICALIELECTRICAL/ <br />CIVIL t SURVEYOR: <br />INTERIOR DESIGN/ <br />PLUMBING: <br />SECURITY/SIGNAGE/ <br />Sands <br />COMMUNICATIONS/ <br />Gayner Engineers <br />636 9th Street <br />MEDICAL EQUIPMENTIMASTER PLAN <br />1133 Post Street <br />Oakland, CA 94607 <br />LANDSCAPE/ <br />San Francisco,CA 94109 <br />ENVIRONMENTAL <br />ASSESSMENT: <br />STRUCTURAL: <br />GEOTECHNICAL <br />Degenkolb Engineers <br />Allegiance Group <br />HDR Architecture, Inc. <br />375 Beale Street, Suite 500 <br />4321 SW Corbett #200 <br />201 California Street, Suite 1500 <br />San Francisco,CA 94105 <br />Portland, OR 97239 <br />San Francisco, CA 94111 <br />FIRE PROTECTION: <br />Jenson Hughes Inc. <br />2950 Buskirk Avenue, Ste. 225 <br />Walnut Creek, CA 94597 <br />COST ESTIMATING: <br />AECOM <br />300 California Street, Suite 400 <br />San Francisco, CA 94104 <br />w <br />o <br />- <br />. . . . . _ <br />401 <br />s — <br />`\ � <br />7" / <br />CBOC_101\\ <br />NN <br />r 1 <br />t� <br />r <br />..rr <br />%x,11/2" IRON PIPE <br />:•rrr �� �� <br />1N MON WELL <br />2147403.7005 <br />-,6336545.3773 <br />C11021 <br />J l -A rias r�! <br />O UI i 1. 1 <br />- - - ,2 iia, <br />N'J <br />0: 4 <br />SL; i - w 11G771 <br />DCB -1e 113l <br />PROPERTY CORNER <br />a N 2147225.9461 <br />E 6336502.1782 <br />N <br />CONSULTANT: ARCHITECTS/ENGINEERS: Drawing Me Project Title GHQ Number 640`423ef <br />�0�� OVERALL SITE VA Livermore Realignment and Office of <br />� DATE tf 2021 <br />IMPROVEMENTS PLAN - KEY MAP Closure - Manthey Rd. Offsite and Building Number Construction <br />Q�pFESSlpN� <br />• BUILD ON. ��P��A Kur,���oF�� Onsite Revisions <br />and Facilities <br />� v <br />SANDISMET LJ <br />No. 70870 r <br />• Exp. 6/30123 <br />SANDIS C1V« <br />ICAL <br />R.C.E. N0. 70870, EXPIRES — 0-23 <br />1 2 3 4 5 6 <br />7 <br />Dale Checked by Drawn <br />15 OCT 2021 MAK SEC <br />8 <br />9 <br />Management <br />Department of <br />Veterans Affairs <br />F <br />D <br />E <br />F <br />