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<br />1 2 5 I 6 7 8 9
<br />6"
<br />NEW CURB 6" EXISTING CURB 1/2" R _6 3/4"
<br />3„ 112" R - -
<br />A.C. PAVEMENT LIGHT POLE PER LIGHT _ r 76x127rnm {3"x5")
<br />G 6„
<br />SLOPED PER P LAN FIXTURE SCHEDULE — REINFORCED
<br />RESDISTANT SHAND � REWS LE WITH
<br />/ PROVIDE IN-LINE SCREW-TYPE
<br />° FUSE HOLDER(S) WITH FUSE(S).
<br />ad a'
<br />d'. . °
<br />°
<br />°
<br />a a °o ANCHOR BOLTS PER POLE
<br />a sr• ° Q°° o ° ° - POLE GROUNDING STUD
<br />AS REQUIRED °° ° °°° ° MANUFACTURER'S
<br />o o R CL. II A.B. REQUIREMENTS WITH LEVELING
<br />" °�, o ° °0 oa NUTS ABOVE & BELOW BASE 2 -PIECE BOLT COVER PLATE.
<br />12" LONG #4 DOWELS (TYP.) o ° a PLATE PER MANUFACTURER
<br />A 3" a�• , 6" SCARIFY AND ` I FINISHED GRADE
<br />(DRILL HOLES AND SET IN EPDXY) ° COMPACT TO 95% REL.
<br />2 MIN. COVER ALL AROUND -
<br />a COMPACTION.
<br />CONTRACTOR SHALL
<br />PREPARE SOILS AS N "' PVC CONDUIT ADAPTER
<br />3 MIN. NECESSARY TO i COUPLING
<br />EMBEDMENT INTO PROVIDE A STABLE
<br />UNDISTURBED SUBGRADE SUBGRADE
<br />25 4mm III "} EMPTY PVC CONDUIT
<br />CONDUIT WITH CAP
<br />6� VERTICAL CURB (WHERE SHOWN ON RIGID STEEL CONDUIT
<br />PLANS) BOND TO REBAR
<br />SECTION A—AJCONCRETE BASE
<br />'
<br />UNDISTURBED SOIL
<br />(CURB & GUTTER) NTS & REINFORCING STEEL, OR SELECT BACKFILL
<br />SEE NOTE BELOW COMPACTED, SEE
<br />SECTION A— A 545 VERT BARS & NOTE BELOW.
<br />(VERTICAL CURB #3 SPIRAL WITH 8" PITCH
<br />#4 BARE COPPER
<br />GROUND 6069mm (20'-0") 1800
<br />NOTES: SEE PLANS FOR EDGE NEW AC PAVEMENT COILED BELOW BASE
<br />CONDITION AT AC I SLOPED PER PLAN GENERAL NOTES:
<br />1. CLEAN ALL DUST AND DEBRIS FROM HOLES PRIOR TO PAVEMENT EDGE SEE PLANS FOR
<br />SETTING DOWELS IN EPDXY. ,+ I SAWCUT EXISTING I BACKFILL, CONCRETE. REINFORCING STEEL, AND ANCHOR BOLTS ARE
<br />WIDTH (24 SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON
<br />MINIMUM) PAVEMENT EDGE STRUCTURAL DRAWINGS.
<br />DOWELNEW CU�RTO EXISTING RB EXISTING 2 REFER TO SPECIFICATIONS SECTION 26 56 00 FOR MOUNTING AND
<br />1 CUPAVEMENT LEVELING REQUIREMENTS.
<br />NTS
<br />3- WHERE POLE FOUNDATION OVERLAPS WITH ADJACENT FOUNDATIONS
<br />INTEGRATE REINFORCING OF BOTH FOUNDATIONS.
<br />3" Ac % POLE BASE DETAIL - PLANTING AREAS
<br />PAVEMENT A \�i\�/��/��/�`//� NTS
<br />°o °° 0 J0 o° °o ° FULL DEPTH OF UNDISTURBED
<br />°[ 8 Cd o °off°° °cam o`b°° °o`b`° °off°°(�°off°°(�°ob°°(�° NATIVE MATERIAL
<br />$o °o go o �� °a Bo a �o � ���E°4 �o�o 6o ADJACENT PAVEMENT
<br />00 00 00 00 00 00 00 00 00 (8" MINIMUM)
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<br />0 0 0 0 0 o o
<br />ASPHALT DEEP LIFT
<br />NTS
<br />6" CL. II A.B. 95%
<br />REL. COMPACTION
<br />REFER TO CALTRANS
<br />STANDARD SPECS
<br />SECTION 26-1.0213-
<br />6" SCARIFY AND COMPACT
<br />TO 95% REL. COMPACTION.
<br />CONTRACTOR SHALL
<br />PREPARE SOILS AS
<br />NECESSARY TO PROVIDE A
<br />STABLE SUBGRADE
<br />ASPHALT PAVEMENT SECTION -DRIVE AISLES/ROADWAY (TI -6)
<br />NTS
<br />LANDSCAPE AREA PAVEMENT AREA
<br />STANDARD 2" GALVANIZED
<br />STEEL POST PER
<br />CALTRANS SPECIFICATIONS
<br />SECTION 56
<br />SLOPE CONCRETE
<br />AWAY FROM POST
<br />FINISHED GRADE
<br />CALTRANS CIA
<br />CD
<br />MINOR CD
<br />CONCRETE
<br />SIGN FOOTING DETAIL
<br />NTS
<br />18"
<br />R=1/2"—
<br />A.C.
<br />=1/2"—
<br />A.C. PAVEMENT 2:12 BATTER
<br />SLOPED PER PLAN ++
<br />6
<br />CL. II A.B. 12"
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<br />3 4„
<br />6" SCARIFY AND
<br />o°.?0-0 OO°po,°,
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<br />°° °°°°°COMPACTION. o� 14 °o °o° O O 0
<br />°
<br />o /°°
<br />7� °°°CONTRACTOR SHALL ! 77/ fj
<br />PREPARE SOILS AS
<br />NECESSARY TO PROVIDE
<br />A STABLE SUBGRADE Z I ����0 CL. 11 A.B.
<br />NOTE:
<br />PER CBC CHAPTER 1 1 B THE SLOPE OF UNDISTURBED NATIVE
<br />THE GUTTER PAN SHALL NOT EXCEED 5% SOIL
<br />AT ACCESSIBLE RAMPS.
<br />A
<br />�� 6" CURB WITH 18F GUTTER
<br />N.T.S.
<br />0SOLICITATION SET 15 OCT 2021
<br />O
<br />NI REVISIONS DATE
<br />CONSULTANTS: CONSULTANT: ARCHITECTS/ENGINEERS:
<br />ARCHITECTURE/ MECHANICAUELECTRICAL/ CIVIL i SURVEYOR: FIRE PROTECTION: DATE 10/14 2021
<br />INTERIOR DESIGN/ PLUMBING:
<br />SECURITYISIGNAGEI Sands Jenson Hughes Inc. ,e, of E SS l pv
<br />COMMUNICATIONS/ Gayner Engineers 636 9th Street 2950 Buskirk Avenue, Ste. 225 ��� gyp,. KUY/� F
<br />MEDICAL EQUIPMENTIMASTER PLAN 1133 Post Street Oakland, CA 94607 Walnut Creek, CA 94597 • BUILD ON. ��'p
<br />LANDSCAPE/ San Francisco,CA 94109 C-, v
<br />ENVIRONMENTAL SANDIS.NEi
<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 SAN DIS I
<br />300 California Street, Suite 400 CAL
<br />201 California Street, Suite 1500 San Francisco,CA 94105 Portland, OR 91239 San Francisco, CA 94104 R.C.E. NO. 70870, EXPIRES__6_-_:5_0 -23
<br />San Francisco, CA 94111
<br />2
<br />3
<br />4
<br />5
<br />6
<br />5'-0"
<br />Drawing Title Prajsci Title
<br />CIVIL CONSTRUCTION DETAILS - SITE VA Livermore Realignment and
<br />Closure - Manthey Rd. Offsite and
<br />Onsite Revisions
<br />7
<br />tion Stockton (French Camp)
<br />San Joaquin County, CA
<br />Dwe Checked by Dra-,Nn
<br />15 OCT 2021 MAK GL
<br />8
<br />StationNumber Project Number
<br />640 640.423 Office of
<br />Butlding Number Construction
<br />and Facilities
<br />Drawing number
<br />CK100
<br />8
<br />9
<br />Management
<br />A
<br />B
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<br />0
<br />1 2 5 I 6 7 8 9
<br />6"
<br />NEW CURB 6" EXISTING CURB 1/2" R _6 3/4"
<br />3„ 112" R - -
<br />A.C. PAVEMENT LIGHT POLE PER LIGHT _ r 76x127rnm {3"x5")
<br />G 6„
<br />SLOPED PER P LAN FIXTURE SCHEDULE — REINFORCED
<br />RESDISTANT SHAND � REWS LE WITH
<br />/ PROVIDE IN-LINE SCREW-TYPE
<br />° FUSE HOLDER(S) WITH FUSE(S).
<br />ad a'
<br />d'. . °
<br />°
<br />°
<br />a a °o ANCHOR BOLTS PER POLE
<br />a sr• ° Q°° o ° ° - POLE GROUNDING STUD
<br />AS REQUIRED °° ° °°° ° MANUFACTURER'S
<br />o o R CL. II A.B. REQUIREMENTS WITH LEVELING
<br />" °�, o ° °0 oa NUTS ABOVE & BELOW BASE 2 -PIECE BOLT COVER PLATE.
<br />12" LONG #4 DOWELS (TYP.) o ° a PLATE PER MANUFACTURER
<br />A 3" a�• , 6" SCARIFY AND ` I FINISHED GRADE
<br />(DRILL HOLES AND SET IN EPDXY) ° COMPACT TO 95% REL.
<br />2 MIN. COVER ALL AROUND -
<br />a COMPACTION.
<br />CONTRACTOR SHALL
<br />PREPARE SOILS AS N "' PVC CONDUIT ADAPTER
<br />3 MIN. NECESSARY TO i COUPLING
<br />EMBEDMENT INTO PROVIDE A STABLE
<br />UNDISTURBED SUBGRADE SUBGRADE
<br />25 4mm III "} EMPTY PVC CONDUIT
<br />CONDUIT WITH CAP
<br />6� VERTICAL CURB (WHERE SHOWN ON RIGID STEEL CONDUIT
<br />PLANS) BOND TO REBAR
<br />SECTION A—AJCONCRETE BASE
<br />'
<br />UNDISTURBED SOIL
<br />(CURB & GUTTER) NTS & REINFORCING STEEL, OR SELECT BACKFILL
<br />SEE NOTE BELOW COMPACTED, SEE
<br />SECTION A— A 545 VERT BARS & NOTE BELOW.
<br />(VERTICAL CURB #3 SPIRAL WITH 8" PITCH
<br />#4 BARE COPPER
<br />GROUND 6069mm (20'-0") 1800
<br />NOTES: SEE PLANS FOR EDGE NEW AC PAVEMENT COILED BELOW BASE
<br />CONDITION AT AC I SLOPED PER PLAN GENERAL NOTES:
<br />1. CLEAN ALL DUST AND DEBRIS FROM HOLES PRIOR TO PAVEMENT EDGE SEE PLANS FOR
<br />SETTING DOWELS IN EPDXY. ,+ I SAWCUT EXISTING I BACKFILL, CONCRETE. REINFORCING STEEL, AND ANCHOR BOLTS ARE
<br />WIDTH (24 SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON
<br />MINIMUM) PAVEMENT EDGE STRUCTURAL DRAWINGS.
<br />DOWELNEW CU�RTO EXISTING RB EXISTING 2 REFER TO SPECIFICATIONS SECTION 26 56 00 FOR MOUNTING AND
<br />1 CUPAVEMENT LEVELING REQUIREMENTS.
<br />NTS
<br />3- WHERE POLE FOUNDATION OVERLAPS WITH ADJACENT FOUNDATIONS
<br />INTEGRATE REINFORCING OF BOTH FOUNDATIONS.
<br />3" Ac % POLE BASE DETAIL - PLANTING AREAS
<br />PAVEMENT A \�i\�/��/��/�`//� NTS
<br />°o °° 0 J0 o° °o ° FULL DEPTH OF UNDISTURBED
<br />°[ 8 Cd o °off°° °cam o`b°° °o`b`° °off°°(�°off°°(�°ob°°(�° NATIVE MATERIAL
<br />$o °o go o �� °a Bo a �o � ���E°4 �o�o 6o ADJACENT PAVEMENT
<br />00 00 00 00 00 00 00 00 00 (8" MINIMUM)
<br />oho off°oho off°o 00�°oho off°oPoooff°ohooff°oPoooff°ohooc°oho
<br />0 0 0 0 0 o o
<br />ASPHALT DEEP LIFT
<br />NTS
<br />6" CL. II A.B. 95%
<br />REL. COMPACTION
<br />REFER TO CALTRANS
<br />STANDARD SPECS
<br />SECTION 26-1.0213-
<br />6" SCARIFY AND COMPACT
<br />TO 95% REL. COMPACTION.
<br />CONTRACTOR SHALL
<br />PREPARE SOILS AS
<br />NECESSARY TO PROVIDE A
<br />STABLE SUBGRADE
<br />ASPHALT PAVEMENT SECTION -DRIVE AISLES/ROADWAY (TI -6)
<br />NTS
<br />LANDSCAPE AREA PAVEMENT AREA
<br />STANDARD 2" GALVANIZED
<br />STEEL POST PER
<br />CALTRANS SPECIFICATIONS
<br />SECTION 56
<br />SLOPE CONCRETE
<br />AWAY FROM POST
<br />FINISHED GRADE
<br />CALTRANS CIA
<br />CD
<br />MINOR CD
<br />CONCRETE
<br />SIGN FOOTING DETAIL
<br />NTS
<br />18"
<br />R=1/2"—
<br />A.C.
<br />=1/2"—
<br />A.C. PAVEMENT 2:12 BATTER
<br />SLOPED PER PLAN ++
<br />6
<br />CL. II A.B. 12"
<br />0 o c 0 o QO 08
<br />3 4„
<br />6" SCARIFY AND
<br />o°.?0-0 OO°po,°,
<br />o°O°°O�°�°°/
<br />\o ��°°flj0O%°COMPACT TO 95% REL. o°
<br />°° °°°°°COMPACTION. o� 14 °o °o° O O 0
<br />°
<br />o /°°
<br />7� °°°CONTRACTOR SHALL ! 77/ fj
<br />PREPARE SOILS AS
<br />NECESSARY TO PROVIDE
<br />A STABLE SUBGRADE Z I ����0 CL. 11 A.B.
<br />NOTE:
<br />PER CBC CHAPTER 1 1 B THE SLOPE OF UNDISTURBED NATIVE
<br />THE GUTTER PAN SHALL NOT EXCEED 5% SOIL
<br />AT ACCESSIBLE RAMPS.
<br />A
<br />�� 6" CURB WITH 18F GUTTER
<br />N.T.S.
<br />0SOLICITATION SET 15 OCT 2021
<br />O
<br />NI REVISIONS DATE
<br />CONSULTANTS: CONSULTANT: ARCHITECTS/ENGINEERS:
<br />ARCHITECTURE/ MECHANICAUELECTRICAL/ CIVIL i SURVEYOR: FIRE PROTECTION: DATE 10/14 2021
<br />INTERIOR DESIGN/ PLUMBING:
<br />SECURITYISIGNAGEI Sands Jenson Hughes Inc. ,e, of E SS l pv
<br />COMMUNICATIONS/ Gayner Engineers 636 9th Street 2950 Buskirk Avenue, Ste. 225 ��� gyp,. KUY/� F
<br />MEDICAL EQUIPMENTIMASTER PLAN 1133 Post Street Oakland, CA 94607 Walnut Creek, CA 94597 • BUILD ON. ��'p
<br />LANDSCAPE/ San Francisco,CA 94109 C-, v
<br />ENVIRONMENTAL SANDIS.NEi
<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 SAN DIS I
<br />300 California Street, Suite 400 CAL
<br />201 California Street, Suite 1500 San Francisco,CA 94105 Portland, OR 91239 San Francisco, CA 94104 R.C.E. NO. 70870, EXPIRES__6_-_:5_0 -23
<br />San Francisco, CA 94111
<br />2
<br />3
<br />4
<br />5
<br />6
<br />5'-0"
<br />Drawing Title Prajsci Title
<br />CIVIL CONSTRUCTION DETAILS - SITE VA Livermore Realignment and
<br />Closure - Manthey Rd. Offsite and
<br />Onsite Revisions
<br />7
<br />tion Stockton (French Camp)
<br />San Joaquin County, CA
<br />Dwe Checked by Dra-,Nn
<br />15 OCT 2021 MAK GL
<br />8
<br />StationNumber Project Number
<br />640 640.423 Office of
<br />Butlding Number Construction
<br />and Facilities
<br />Drawing number
<br />CK100
<br />8
<br />9
<br />Management
<br />A
<br />B
<br />0
<br />D
<br />E
<br />F
<br />
|