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<br />1 2 I I 4. I 5 I 6 I 7 I 8 9
<br />�0 SOLICITATION SET 15 OCT 2021
<br />NO REVISIONS DATE
<br />V c• ' v i v
<br />4 J
<br />o�
<br />PROTECT EXISTING CATCH
<br />BASIN TO BE RELOCATED.
<br />UJ
<br />J -REMOVE & SALVAGE STREET
<br />1L -LIGHT TO BE RELOCATED.
<br />f 1 DEMOLISH & REMOVE
<br />I -I EXISTING FOUNDATION.
<br />REMOVE AND SALVAGE �I_l
<br />ti,1L
<br />SIGN TO BE RELOCATED._';
<br />DEMOLI H & REMOVE
<br />EXISTIN FOUNDATION. `;
<br />CAP PIPE ENDS, FILL DEMOLISH AND
<br />PIPEJITH LIGHTWEIGHT REMOTE f-XISTINGSLUAND ABANDON CATCH BASIN }
<br />EXIST/ G PIPE IN PLACE
<br />coMAIN ENTRY DRIV PROTECT EXISTING
<br />E IRRIGATION SLEEVE
<br />LJ W _I T - - TO REMAIN.
<br />#� a REMOVE & SALVAGE SIGN TO
<br />I LLaE RELOCATED. DEMOLISH &
<br />I LL W REMOVE EXISTING FOUNDATION. 1
<br />1;, o_ -
<br />W W� I j
<br />LU 7-7
<br />ca
<br />a- f II DEMOLISH "SND EMOVE AND SALVAGE (�
<br />REMOVE EXISTING SIGN TO DE RELOuATED. - - - -
<br />REMOVE AND AL AGF' WAYFINDING '� "T,,, , "r DEMOLISH & REMOVE
<br />CA i Ll -t 0/-\—! V EXISTING 1
<br />SIGN TO BE RELOCATED. SEE � ,� ��;�� EXI��..vv FOUNDATION.----"*"
<br />SIGNAGE PLAN DEMOLISH & `j CAP PIPE ENDS, FILL
<br />REMOVE EXISTI G FOUNDATION. l I PIPE WITH LIGHTWEIGHT
<br />J {{ h J SLURRY, AND ABANDON
<br />P OTECT EX. STREET 1 1 EXISTING PIPE IN PLACE I
<br />LI HT TO REMAIN /
<br />C 4
<br />INSTALL NEW CB ON EX. SD PIPE
<br />`
<br />RIM= 15.43±
<br />SIDEWAL PER EX. 24" INV. THRU=11.69±
<br />OFFSITE SHEET
<br />CS401 INSTALL EXISTING STREET
<br />LIGHT ON NEW FOUNDATION.
<br />0_ MATCH EXISTING FOUNDATION
<br />DETAIL. SEE AS -BUILT VA
<br />>-- I LIVERMORE PART B PLANS,
<br />W { �I�- DETAIL 7 ON CK100.
<br />Z TC 19.1 E
<br />FL 18.68
<br />S4' 40' 20"W 19.03'
<br />INSTALL RELOCATED SIGN
<br />ON NEW FOUNDATION l
<br />�MATCH EX. •- 3
<br />{ tIa AIN ENTRY DRIVE P 18.331
<br />I \ �
<br />L 9 N 2148151.20
<br />E 6335578.53 11.4'
<br />-MATCH EX. }
<br />4 - - -- C 18.89±
<br />INSTALL RELOCATED P 18.39±2.96 /
<br />Uri — SIGN ON NEW- E 6335568.01
<br />'RELOCATE WAYFINDING SIGN. r /, _ FOUNDATION
<br />-,!� i 1 ATCH EX.
<br />'SEE IGNAGE PLANS. y�r ■ TC 19.801
<br />OFFSITE WORK t'1: P 19.30±
<br />PER SHEET CS401
<br />ADJUST RIM ELEVATION AND
<br />1 4 GRADES AS SHOWN ON
<br />�, ll OFFSITE PLANS (SHEET CG401)
<br />I (APPROX. RIM ELEV.=15.0)
<br />PROTECT EXISTING
<br />RAMP AND SIDEWALK f
<br />TO REMAIN
<br />se
<br />WA NvA M+. NVA
<br />EXISTING TREES TO
<br />T SALVAGE AND RELOCATE 1 BE RELOCATED. SEE
<br />EXISTING WAYFINDING SIGN
<br />..�LANDSCAPE PLANS.
<br />- i I L�j~
<br />gR
<br />PRO _CT EXISTING IRRIGATI,
<br />SLEEVES TO REMAIN.
<br />,
<br />DEMOLITION PLAN
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<br />1 2 I I 4. I 5 I 6 I 7 I 8 9
<br />�0 SOLICITATION SET 15 OCT 2021
<br />NO REVISIONS DATE
<br />V c• ' v i v
<br />4 J
<br />o�
<br />PROTECT EXISTING CATCH
<br />BASIN TO BE RELOCATED.
<br />UJ
<br />J -REMOVE & SALVAGE STREET
<br />1L -LIGHT TO BE RELOCATED.
<br />f 1 DEMOLISH & REMOVE
<br />I -I EXISTING FOUNDATION.
<br />REMOVE AND SALVAGE �I_l
<br />ti,1L
<br />SIGN TO BE RELOCATED._';
<br />DEMOLI H & REMOVE
<br />EXISTIN FOUNDATION. `;
<br />CAP PIPE ENDS, FILL DEMOLISH AND
<br />PIPEJITH LIGHTWEIGHT REMOTE f-XISTINGSLUAND ABANDON CATCH BASIN }
<br />EXIST/ G PIPE IN PLACE
<br />coMAIN ENTRY DRIV PROTECT EXISTING
<br />E IRRIGATION SLEEVE
<br />LJ W _I T - - TO REMAIN.
<br />#� a REMOVE & SALVAGE SIGN TO
<br />I LLaE RELOCATED. DEMOLISH &
<br />I LL W REMOVE EXISTING FOUNDATION. 1
<br />1;, o_ -
<br />W W� I j
<br />LU 7-7
<br />ca
<br />a- f II DEMOLISH "SND EMOVE AND SALVAGE (�
<br />REMOVE EXISTING SIGN TO DE RELOuATED. - - - -
<br />REMOVE AND AL AGF' WAYFINDING '� "T,,, , "r DEMOLISH & REMOVE
<br />CA i Ll -t 0/-\—! V EXISTING 1
<br />SIGN TO BE RELOCATED. SEE � ,� ��;�� EXI��..vv FOUNDATION.----"*"
<br />SIGNAGE PLAN DEMOLISH & `j CAP PIPE ENDS, FILL
<br />REMOVE EXISTI G FOUNDATION. l I PIPE WITH LIGHTWEIGHT
<br />J {{ h J SLURRY, AND ABANDON
<br />P OTECT EX. STREET 1 1 EXISTING PIPE IN PLACE I
<br />LI HT TO REMAIN /
<br />C 4
<br />INSTALL NEW CB ON EX. SD PIPE
<br />`
<br />RIM= 15.43±
<br />SIDEWAL PER EX. 24" INV. THRU=11.69±
<br />OFFSITE SHEET
<br />CS401 INSTALL EXISTING STREET
<br />LIGHT ON NEW FOUNDATION.
<br />0_ MATCH EXISTING FOUNDATION
<br />DETAIL. SEE AS -BUILT VA
<br />>-- I LIVERMORE PART B PLANS,
<br />W { �I�- DETAIL 7 ON CK100.
<br />Z TC 19.1 E
<br />FL 18.68
<br />S4' 40' 20"W 19.03'
<br />INSTALL RELOCATED SIGN
<br />ON NEW FOUNDATION l
<br />�MATCH EX. •- 3
<br />{ tIa AIN ENTRY DRIVE P 18.331
<br />I \ �
<br />L 9 N 2148151.20
<br />E 6335578.53 11.4'
<br />-MATCH EX. }
<br />4 - - -- C 18.89±
<br />INSTALL RELOCATED P 18.39±2.96 /
<br />Uri — SIGN ON NEW- E 6335568.01
<br />'RELOCATE WAYFINDING SIGN. r /, _ FOUNDATION
<br />-,!� i 1 ATCH EX.
<br />'SEE IGNAGE PLANS. y�r ■ TC 19.801
<br />OFFSITE WORK t'1: P 19.30±
<br />PER SHEET CS401
<br />ADJUST RIM ELEVATION AND
<br />1 4 GRADES AS SHOWN ON
<br />�, ll OFFSITE PLANS (SHEET CG401)
<br />I (APPROX. RIM ELEV.=15.0)
<br />PROTECT EXISTING
<br />RAMP AND SIDEWALK f
<br />TO REMAIN
<br />se
<br />WA NvA M+. NVA
<br />EXISTING TREES TO
<br />T SALVAGE AND RELOCATE 1 BE RELOCATED. SEE
<br />EXISTING WAYFINDING SIGN
<br />..�LANDSCAPE PLANS.
<br />- i I L�j~
<br />gR
<br />PRO _CT EXISTING IRRIGATI,
<br />SLEEVES TO REMAIN.
<br />,
<br />DEMOLITION PLAN
<br />a
<br />ill
<br />Cfl �
<br />VA"
<br />VN4
<br />VAN
<br />OM TA CH E ''' �' `*a"��'•' EX. C 18.50±
<br />TC 18.57
<br />P 18.07 EX. C 19.19±
<br />EX. TC 20.45:
<br />MATH EX. CB RIM= 18.04 TC 19.55 EX. C 19.95±
<br />P 18.041�. -- FL 19.OE
<br />T 1 4 i
<br />MATCH EX. FL 18'.34 d <. 1 2
<br />P 18.09± '
<br />L 21.21', R=13.50'x_--
<br />=088�59�53" �
<br />Q .
<br />Y 4 MATCH EX.
<br />MATCH EX. MATCH E
<br />P 18.481 P 19.24± P 19.72
<br />MATCH EX.
<br />.i P 18.72±
<br />MATCH EX. S4' 40' 26"W 55.28'
<br />P 19.08± S300 01' 49"W 17.27' ___�-
<br />R4.5' L=19.78', R=25.00'
<br />MATCH EX. ,;-r A=045' 19' 50"
<br />P 19.19±'
<br />SITE + GRADING PLAN
<br />CONSULTANTS: CONSULTANT: ARCHITECTS/ENGINEERS:
<br />ARCHITECTURE/ MECHANICALIELECTRICAL/ CIVIL t SURVEYOR: FIRE PROTECTION: • DATE 10/14 2021
<br />INTERIOR DESIGN/ PLUMBING:
<br />SECURITY/SIGNAGE/ Sands Jenson Hughes Inc. Q�pF ESSlpN�
<br />COMMUNICATIONS/ Gayner Engineers 636 9th Street 2950 Buskirk Avenue, Ste. 225
<br />MEDICAL EQUIPMENTIMASTER PLAN 1133 Post Street Oakland, CA 94607 Walnut Creek, CA 94597 • BUILD ON.
<br />LANDSCAPE/ San Francisco,CA 94109 �, v
<br />ENVIRONMENTAL SANDISMEi
<br />LJ No. 70870 r
<br />ASSESSMENT: STRUCTURAL: GEOTECHNICAL COST ESTIMATING:
<br />• Exp. 6/30123
<br />Degenkolb Engineers Allegiance Group AECOM ��q CML �Q
<br />HDR Architecture, Inc. 375 Beale Street, Suite 500 4321 SW Corbett #200 A N D I I
<br />300 California Street, Suite 400 CAL
<br />201 California Street, Suite 1500 San Francisco,CA 94105 Portland, OR 97239 San Francisco, CA 94104 R.C.E. NO. 70870, EXPIRES - 0-23
<br />San Francisco, CA 94111
<br />2
<br />3
<br />4
<br />5
<br />6
<br />TION SLEEVES
<br />'E AREA
<br />FL 19.861
<br />MATCH EX.
<br />P 19.96±
<br />MATCH EX.
<br />n
<br />40
<br />I
<br />+IV i
<br />OAKLAND
<br />DEMOLITION LEGEND
<br />SCALE: 1"=20'
<br />— — SAWCUT
<br />DEMO AND REMOVE EX. ASPHALT
<br />PAVEMENT AND EX. BASE MATERIAL
<br />DEMO AND REMOVE EX. CONCRETE AND BASE MATERIAL
<br />CLEAR AND GRUB
<br />PROTECT EXISTING UTILITY TO REMAIN
<br />EXISTING TREE TO BE RELOCATED
<br />rr „ rr rr r DEMO AND REMOVE EXISTING
<br />CONCRETE CURB & GUTTER
<br />DEMOLITION GENERAL NOTES
<br />1. ALL EXISTING STRUCTURES AND UTILITIES TO BE PROTECTED
<br />UNLESS OTHERWISE NOTED.
<br />2. EXISTING UTILITIES SHOWN ARE APPROXIMATE, CONTRACTOR
<br />SHALL VERIFY ACTUAL LOCATIONS AND ELEVATIONS AND REPORT
<br />ANY DISCREPANCIES TO THE ENGINEER.
<br />3. ALL CURB AND GUTTER ADJACENT TO PROJECT WORK
<br />BOUNDARY TO REMAIN.
<br />�1�11' • h
<br />2
<br />AC PAVEMENT CK100
<br />CURB AND GUTTER 4
<br />cK1oo
<br />VERTICAL CURB cJ
<br />CK100
<br />SITE IMPROVEMENT SHEET NOTES:
<br />U DOWEL NEW CURB AND GUTTER INTO EXISTING. SEE DETAIL
<br />1, SHEET CK100.
<br />2 ADD "KEEP CLEAR" ROADWAY STENCIL IN INTERSECTION PER
<br />CALTRANS STANDARD PLANS A24D.
<br />�3 18 LF OF DETAIL 8 CENTERLINE STRIPING INSTALLED 12'
<br />OFF FACE OF CURB.
<br />4� INSTALL 4" WIDE, 4' O.C. YELLOW DIAGONAL DETAIL 28
<br />ROADWAY STRIPING AS INDICATED. REMOVE EXISTING
<br />STRIPING.
<br />RELOCATE EXISTING SIGN. SEE DETAIL 3, SHEET CK100
<br />FOR SIGN FOOTING.
<br />�6 ADD R10-7 "DO NOT BLOCK INTERSECTION" SIGN. SEE
<br />FOOTING DETAIL 3, SHEET CK100.
<br />ADD 65 LF OF DETAIL 8 CENTERLINE STRIPING.
<br />(D8 TRANSLATE AND ROTATE EXISTING CATCH BASIN TO
<br />CONFORM TO NEW CURB LINE. EXTEND STORM PIPING TO
<br />NEW CATCH BASIN LOCATION.
<br />(D9SITE IMPROVEMENTS INCLUDING MEDIAN ISLAND, PAVEMENT,
<br />STRIPING BEYOND THE CURB RETURNS ONTO MANTHEY
<br />SHALL BE CONSTRUCTED BASED ON THE OFF-SITE ROAD
<br />PLANS (SHEETS CD401 , CS401 , CG401 ).
<br />Drawing Title PrujRc; Title
<br />NORTH ENTRY DRIVE VA Livermore Realignment and
<br />IMPROVEMENTS PLAN Closure - Manthey Rd. Offsite and
<br />Onsite Revisions
<br />7
<br />tion Stockton (French Camp)
<br />San Joaquin County, CA
<br />Dale Checked by Drawn
<br />15 OCT 2021 MAK SEC
<br />8
<br />StationNumber Project Number
<br />640 640.423 Office of
<br />Butlding Number
<br />Construction
<br />and Facilities
<br />Drawing number
<br />C11o1
<br />9
<br />Management
<br />
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