20200803 LBNL SSM-THUP A 100pPD Drawings.pdf
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Project NumberSSM A - THUP A Preliminary Design - 100% 10121250
8/ 3/
:0
1:
P M
B
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B N
L S
S M
T
H U
P
-A -C
E N
T R
A L
LB
N L
S S
M -T
H U
P .r vt
HDR Architecture 201 California St
San Francisco, CA 94111
GHD
Civil Enginner | Landscape Architect
655 Montgomery Street, Suite 1010 San Francisco, CA 95111 t 415.283.4970
Smith, Fause & McDonald Inc
IT/ AV/ Acoustics Consultants
Rutherford + Chekene
Structural Engineer
The Marshall Associates
Food Service Consultant
UNIVERSITY OF
CALIFORNIA
LAWRENCE
BERKELEY
NATIONAL
LABORATORY
1 CYCLOTRON ROAD
BERKELEY, CALFORNIA 94720
LBNL SSM-THUP
Building 54
1 Cyclotron Rd Berkeley, CA 94720
351 8th Street San Franscisco, CA 94103 t 415.255.9140 f 415.255.9180
375 Beale Street, Suite 310 San Francisco, CA 94105 t 415.568.4400 f 415.618.0684
1929 Parkmont Drive Alamo, CA 94507 t 415.677.1200
P re li m in a ry
D e s ig n
/0
3/
08/03/2020
(PROGRESS, ESTIMATE, BID, CONSTRUCTION,
CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)
ISSUEPROFESSIONAL SEAL
PROJECT NO. 10221250
DRAWING NO.
SHEET
DATE
SCALE
APPROVED BY
CHECKED BY
DRAWN BY
REMARKSDATE
BY
APPR'D
BY
CHECKED
BY
DRAWN
NUMBER
REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM
100%
FACILITIES DIVISION
LBNL SSM A-THUP A
Preliminary
Design
Pre lim ina ry Des ign
4' 8' 16'
UNIVERSITY OF CALIFORNIA
LAWRENCE BERKELEY NATIONAL LABORATORY
SHEET INDEX
G-001A08/03/2020
HDR Architecture
201 California St
San Francisco, CA 94111
Author 08/03/2020
SHEET INDEX - SSM 3A/THUP A
Sheet Number Sheet Name Sheet Issue Date
01-GENERAL
G-000A COVER SHEET 08/03/2020
G-001A SHEET INDEX 08/03/2020
G-002A CODE ANALYSIS AND PROJECT INFORMATION 08/03/2020
G-003 SITE WALLS PHASING DIAGRAM -THUP A/ SSM A 08/03/2020
G-004 SITE WALLS PHASING DIAGRAM -THUP B/ SSM B 08/03/2020
G-005 SITE SECTIONS DIAGRAMS 08/03/2020
G-006 SITE SECTIONS DIAGRAMS 08/03/2020
05-CIVIL
C-001 CIVIL NOTES, ABBREVIATIONS AND LEGEND 08/03/2020
C-003 CIVIL KEY MAP AND SURVEY CONTROL DIAGRAM 08/03/2020
C-101 EXISTING SITE PLAN 08/03/2020
C-102 CIVIL DEMOLITION STORM DRAINAGE 08/03/2020
C-103 CIVIL DEMOLITION SANITARY SEWER 08/03/2020
C-104 CIVIL DEMOLITION DOMESTIC AND FIRE WATER 08/03/2020
C-105 CIVIL DEMOLITION ELECTRIC AND
TELECOMMUNICATIONS
08/03/2020
C-106 CIVIL DEMOLITION NATURAL GAS 08/03/2020
C-107 CIVIL SSM 3A HORIZONTAL CONTROL AND PAVING
DIAGRAM
08/03/2020
C-111 GRADING AND DRAINAGE PLAN 08/03/2020
07-STRUCTURAL
S-001.1 STRUCTURAL GENERAL & NOTES 08/03/2020
S-002.1 STRUCTURAL GENERAL & NOTES 08/03/2020
S-100.1 SITE WALL OVERALL PLANS 08/03/2020
S-101A.1 ENLARGED PLAN - LL THUP A/ SSM 3A 08/03/2020
S-101B.1 ENLARGED PLAN - LL THUP A/ SSM 3A 08/03/2020
S-101C.1 ENLARGED PLAN - LL THUP A/ SSM 3A 08/03/2020
S-102A.1 ENLARGED PLAN - L2 THUP A/ SSM 3A 08/03/2020
S-102B.1 ENLARGED PLAN - L2 THUP A/ SSM 3A 08/03/2020
S-201.1 SITE WALL ELEVATIONS - LL THUP A/ SSM 3A 08/03/2020
S-202.1 SITE WALL ELEVATIONS - LL THUP A/ SSM 3A 08/03/2020
S-203.1 SITE WALL ELEVATIONS - LL THUP A/ SSM 3A 08/03/2020
S-204.1 SITE WALL ELEVATIONS - LL THUP A/ SSM 3A 08/03/2020
S-300.1 TYPICAL CONCRETE DETAILS 08/03/2020
S-301.1 TYPICAL CONCRETE DETAILS 08/03/2020
S-302.1 SITE WALL SECTIONS AND DETAILS 08/03/2020
S-303.1 SITE WALL SECTIONS AND DETAILS 08/03/2020
08-ARCHITECTURAL
AD-001 ARCHITECTURAL DEMOLITION & NOTES 08/03/2020
AS-050 ARCHITECTURAL SITE PLAN - SSM 3A / THUP A 08/03/2020
14-MECHANICAL
MD-101 MECHANICAL SITE DEMOLITION PLAN 08/03/2020
MS-101 MECHANICAL SITE PLAN 08/03/2020
15-ELECTRICAL
E-001. ELECTRICAL SYMBOLS AND LEGENDS 08/03/2020
E-002. ELECTRICAL SYMBOLS AND LEGENDS 08/03/2020
ED-101. ELECTRICAL SITE DEMOLITION PLAN 08/03/2020
ED-110. ENLARGED ELECTRICAL DEMOLITION PLAN 08/03/2020
ED-111. ENLARGED ELECTRICAL DEMOLITION PLAN 08/03/2020
ES-101. ELECTRICAL SITE PLAN 08/03/2020
EP-110. ENLARGED POWER SITE PLAN 08/03/2020
EP-111. ENLARGED POWER SITE PLAN 08/03/2020
EP-112. ENLARGED POWER SITE PLAN 08/03/2020
ES-401 ELECTRICAL ENLARGED SITE PLAN 08/03/2020
ES-402 ELECTRICAL ENLARGED SITE PLAN 08/03/2020
ED-601 ELECTRICAL ONE LINE DIAGRAM - DEMOLITION 08/03/2020
E-601. ELECTRICAL ONE LINE DIAGRAM - NEW 08/03/2020
E-602. ELECTRICAL ONE LINE DIAGRAM - STANDBY 08/03/2020
17-TELECOMMUNICATIONS
TN1.1 SITE PLAN 08/03/2020
(PROGRESS, ESTIMATE, BID, CONSTRUCTION,
CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)
ISSUEPROFESSIONAL SEAL
PROJECT NO. 10221250
DRAWING NO.
SHEET
DATE
SCALE
APPROVED BY
CHECKED BY
DRAWN BY
REMARKSDATE
BY
APPR'D
BY
CHECKED
BY
DRAWN
NUMBER
REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM
100%
FACILITIES DIVISION
LBNL SSM A-THUP A
Preliminary
Design
Pre lim ina ry Des ign
UNIVERSITY OF CALIFORNIA
LAWRENCE BERKELEY NATIONAL LABORATORY
CODE ANALYSIS AND PROJECT INFORMATION
G-002A08/03/2020
HDR Architecture 201 California St San Francisco, CA 94111
OP 08/03/2020
VICINITY MAP LOCATION MAP PROJECT DESCRIPTION
CODE ANALYSIS
THE THUP/SSM PROJECT IS DESCRIBED IN THIS AND RELATED DOCUMENTS AND INCLUDES BUT IS NOT LIMITED TO: THE DEMOLITION OF THE EXISTING BUILDING 54 CAFETERIA AND CONFERENCE BUILDING, THE CONSTRUCTION OF A NEW APPROX. 47,500 GSF WELCOME CENTER BUILDING AND RELATED UTILITY WORK, AND SITE IMPROVEMENTS INCLUDING REFURBISHED AND NEW VEHICLE ACCESS AND DROP OFF, A NEW PEDESRIAN ENTRY PLAZA AND RELATED SIDEWALKS, RAMPS AND SITE STAIRS, NEW AND RECONFIGURED ACCESSIBE PARKING SPACES, A NEW SHUTTLE BUS SHELTER, AND
IMPROVEMENTS AND MOFICATIONS TO THE B70 LOADING AREA.
THE THUP/SSM PROJECT WILL CONSIST OF TWO PHASES. THIS DRAWING SET DOCUMENTS THE PHASE A WORK.
PHASE A SCOPE OF WORK
TRANSIT HUB UTILITIES PROJECT (THUP) - PHASE A
THUP A: NEW AND RELOCATED UTILITIES 5' FROM WELCOME CENTER BUILDING FOOTPRINT, ROUGH SITE GRADING AND RELATED SITE RETAINING WALLS OUTSIDE OF WELCOME CENTER BUILDING AND LOADING DOCK FOOTPRINT AND LANDSCAPE DEMOLITION.
SEISMIC SAFETY & MODERNIZATION (SSM) - PHASE A
SSM A: DEMOLITION AND CAPPING OF EXISTING UTILITIES AT EXISTING CAFETERIA BUILDING; ROUGH SITE GRADING AND RELATED SITE RETAINING WALLS WITHIN THE WELCOME CENTER BUILDING AND LOADING DOCK FOOTPRINT, AND MAKE-READY WORK AT B70 LOADING AREA.
NOTE: ALL PHASE A WORK IS CLASSIFIED AS THUP A, EXCEPT FOR THE FOLLWING, WHICH ARE CLASSIFIED AS SSM A:
• DEMOLITION AND CAPPING OF EXISTING UTILITIES AT EXISTING CAFETERIA BUILDING
• ROUGH SITE GRADING AND RELATED SITE RETAINING WALLS WITHIN THE WELCOME CENTER BUILDING AND LOADING DOCK FOOTPRINT
• MAKE-READY WORK AT B70 LOADING AREA.
788' - 6"
774'TOW APROX. 785' - 0" -
TIE IN TO EXISTING
WALL ADJACENT
SLOPES WITH GRADE
TOW 790' - 0"
TOW 790' - 0"
TOW 789' - 0" TOW 789' - 0"
TOW 789' - 0"
TOW 789' - 0"
TOW 789' - 0"
TOW 789' - 0"
770'
770'
770'
TOW 770' - 0"
(NOMINAL)
TOW 770' - 0"
(NOMINAL)
TOW 770' - 0"
(NOMINAL)
TOW 770' - 0"
TOW 770' - 0"
TOW 770 - 0"
G-005
G-006
G-005
G-005
G-005
G-005
G-006
G-006
G-006
G-006
G-006
BUILDING PAD FOR SSM B - THUP B CONSTRUCTION
B70
B70A
GUEST HOUSE
LAWRENCE ROAD
TOW APROX 792' - 0"
TOW APROX 801' - 0"
SLOPES WITH GRADE
TOW APROX 801' - 0"
TOW 805' - 0"
TOW 804' - 0"
TOW 805' - 6"
SLOPES WITH GRADE
TOW 805' - 6"
TOW 805' - 6"
TOW 804' - 6"
TOW 805' - 6"
TOW 804' - 6"
TOW 805' - 6"
805'
807' (TBD)
793'
796'
800'
TOW 803' - 6"
TOW 805' - 6"
SLOPES WITH GRADE
TOW 808' - 6"
TOW 808' - 6"
TOW 796' - 0"
SLOPES WITH STAIR
TOW APROX
794' - 0"
TOW 807' - 6"
SLOPES WITH
GRADE
G-005
G-006
G-005
G-005
G-005
G-005
G-006
G-006
G-006
G-006
G-006
G-006
G-006
G-006
BUILDING PAD FOR SSM B -
THUP B CONSTRUCTION
B70
B70A
GUEST HOUSE
LAWRENCE ROAD
SITE WALLS: SSM A SCOPE
SITE WALLS: THUP A SCOPE
FUTURE SITE CONSTRUCTION IN SSM B/THUP B
EXISTING SITE WALLS TO REMAIN
SITE WALLS LEGEND
SITE SCOPE NOTES:
THUP A: NEW AND RELOCATED UTILITIES 5' FROM WELCOME CENTER
BUILDING FOOTPRINT, ROUGH SITE GRADING AND RELATED SITE
RETAINING WALLS OUTSIDE OF WELCOME CENTER BUILDING AND
LOADING DOCK FOOTPRINT AND LANDSCAPE DEMOLITION.
SSM A: DEMOLITION AND CAPPING OF EXISTING UTILITIES AT EXISTING
CAFETERIA BUILDING; ROUGH SITE GRADING AND RELATED SITE
RETAINING WALLS WITHIN THE WELCOME CENTER BUILDING AND
LOADING DOCK FOOTPRINT, AND MAKE-READY WORK AT B70 LOADING
AREA.
THUP B: FINAL GRADING AND SUBSURFACE FILL, PLANTERS AND
RELATED SITE WALLS, REMAINING SITE WALLS, SHUTTLE BUS
SHELTER, ALL FINISHED LANDSCAPE FILL AND PLANTINGS.
SSM B: NEW AND RESURFACED SIDEWALKS, PAVING AND SURFACING
AT TRANSIT HUB AND PATIO, REFURBISHMENT OF EXISTING STAIRS
AND RAILNGS, NEW STAIRS AND RAILINGS, SITE RAILINGS.
(PROGRESS, ESTIMATE, BID, CONSTRUCTION,
CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)
ISSUEPROFESSIONAL SEAL
PROJECT NO. 10221250
DRAWING NO.
SHEET
DATE
SCALE
APPROVED BY
CHECKED BY
DRAWN BY
REMARKSDATE
BY
APPR'D
BY
CHECKED
BY
DRAWN
NUMBER
REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM
100%
FACILITIES DIVISION
LBNL SSM A-THUP A
Preliminary
Design
Pre lim ina ry Des ign
4' 8' 16'
As indicated
UNIVERSITY OF CALIFORNIA
LAWRENCE BERKELEY NATIONAL LABORATORY
SITE WALLS PHASING DIAGRAM -THUP A/ SSM A
G-00308/03/2020
HDR Architecture 201 California St San Francisco, CA 94111
OP 08/03/2020
1/32" = 1'-0" 1
SITE WALLS PHASING DIAGRAM - LL THUP A/ SSM A
1/32" = 1'-0" 2
SITE WALLS PHASING DIAGRAM - L2 THUP A/ SSM 3A
NOTE:
INFORMATION REPRESENTED ON THIS DRAWING IS
DIAGRAMATIC. NOT TO BE USED FOR CONSTRUCTION
PURPOSES. THUP SCOPE OF WORK SHOWN FOR
CLARITY PURPOSES.
774'
770'
770'
770'
TOW 773' - 6" (NOMINAL)
TOW 773' - 6" (NOMINAL)
TOW 773' - 6" (NOMINAL)
TOW 773' - 6" (NOMINAL)
G-005
G-006
G-005
G-005
G-005
G-005
G-006
G-006
G-006
G-006
G-006
G-006
G-006
G-006
G-006
B70
B70A
GUEST HOUSE
LAWRENCE ROAD
806' - 6"
TOW 2' - 0" ABOVE GRADE
EXISTING SITE WALL TO
REMAIN; TIE NEW SITE WALLS
INTO EXISTING
TOW SLOPES WITH STAIR, 2' - 0"
ABOVE GRADE
TOW 2' - 0" ABOVE
GRADE
805' -0"
812' -0"
810' -0"
805'
807' (TBD)
793'
796'
800'
TOW 2' - 0" ABOVE
GRADE
TOW 2' - 0"
ABOVE GRADE
TOW 810' - 0"
TOW 810' - 0"
SLOPES WITH GRADE
TOW 812' - 0"
TOW 796' - 0"
TOW APROX
794' - 0"
790'
TOW 791' - 0"
SLOPES WITH GRADE
TOW APROX
792' - 0"
TOW APROX
792' - 0"
SLOPES WITH RAMP
SLOPES WITH RAMP
TOW 807 - 0"
SLOPES WITH GRADE
TOW 807' - 6"
TOW 2' - 0"
ABOVE GRADE
TOW 810' - 0"
TOW 805' - 6"
SLOPES DOWN
G-005
G-006
G-005
G-005
G-005
G-005
G-006
G-006
G-006
G-006
G-006
G-006
G-006
G-006
B70
B70A
GUEST HOUSE
LAWRENCE ROAD
SITE WALLS LEGEND
SITE WALLS: SSM B SCOPE
SITE WALLS: THUP B SCOPE
EXISTING SITE WALLS TO REMAIN
SITE SCOPE NOTES:
THUP A: NEW AND RELOCATED UTILITIES 5' FROM WELCOME CENTER
BUILDING FOOTPRINT, ROUGH SITE GRADING AND RELATED SITE
RETAINING WALLS OUTSIDE OF WELCOME CENTER BUILDING AND
LOADING DOCK FOOTPRINT AND LANDSCAPE DEMOLITION.
SSM A: DEMOLITION AND CAPPING OF EXISTING UTILITIES AT EXISTING
CAFETERIA BUILDING; ROUGH SITE GRADING AND RELATED SITE
RETAINING WALLS WITHIN THE WELCOME CENTER BUILDING AND
LOADING DOCK FOOTPRINT, AND MAKE-READY WORK AT B70 LOADING
AREA.
THUP B: FINAL GRADING AND SUBSURFACE FILL, PLANTERS AND
RELATED SITE WALLS, REMAINING SITE WALLS, SHUTTLE BUS
SHELTER, ALL FINISHED LANDSCAPE FILL AND PLANTINGS.
SSM B: NEW AND RESURFACED SIDEWALKS, PAVING AND SURFACING
AT TRANSIT HUB AND PATIO, REFURBISHMENT OF EXISTING STAIRS
AND RAILNGS, NEW STAIRS AND RAILINGS, SITE RAILINGS.
(PROGRESS, ESTIMATE, BID, CONSTRUCTION,
CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)
ISSUEPROFESSIONAL SEAL
PROJECT NO. 10221250
DRAWING NO.
SHEET
DATE
SCALE
APPROVED BY
CHECKED BY
DRAWN BY
REMARKSDATE
BY
APPR'D
BY
CHECKED
BY
DRAWN
NUMBER
REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM
100%
FACILITIES DIVISION
LBNL SSM A-THUP A
Preliminary
Design
Pre lim ina ry Des ign
4' 8' 16'
As indicated
UNIVERSITY OF CALIFORNIA
LAWRENCE BERKELEY NATIONAL LABORATORY
SITE WALLS PHASING DIAGRAM -THUP B/ SSM B
G-00408/03/2020
HDR Architecture 201 California St San Francisco, CA 94111
OP 08/03/2020
1/32" = 1'-0" 1
SITE WALLS PHASING - LL THUP B/ SSM B
1/32" = 1'-0" 2
SITE WALLS PHASING - L2 THUP B/ SSM 3B
NOTE:
INFORMATION REPRESENTED ON THIS DRAWING IS
DIAGRAMATIC. NOT TO BE USED FOR CONSTRUCTION
PURPOSES. THUP SCOPE OF WORK SHOWN FOR
CLARITY PURPOSES.
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
1'1.5'4' 2'3'
TOW 810' - 9"
TOW 806' - 2"
LIGHT WELL
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
804' - 6" 805' - 0" 805' - 0" 805' - 0"
TOW 806' - 6"
TOW 770' - 0" NOMINAL
PARKING
ACCESS ROAD PARKING/ SIDEWALK
PARKING/
SIDEWALK
PLANTER
ENTRY PLAZA
DROP OFF
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
3 2 14
TOW 770' - 0" NOMINAL
794' - 0"
801' - 4"
PARKING
PLANTER
OUTDOOR
WALKWAY
PARKING ACCESS ROAD
VARIES
VARIES
55.5
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
1'1.5'4' 2'3'
TOW 807' - 6"
805' - 0"
TOW 770' - 0" NOMINAL
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
3 2 14
791' - 0"790' - 0" 790' - 0"
TOW 794' - 0" SLOPES W/ GRADE
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
LOADING DOK
VARIES
LEGEND
SITE WALL BUILT IN SSM THUP A
SITE WALL BUILT IN SSM THUP B
EXISTING TO REMAIN SITE WALL
SITE WALL BUILT IN SSM A
SITE WALL BUILT IN SSM B
NEW BUILDING WALL
SITE SCOPE NOTES:
THUP A: NEW AND RELOCATED UTILITIES 5' FROM WELCOME CENTER
BUILDING FOOTPRINT, ROUGH SITE GRADING AND RELATED SITE
RETAINING WALLS OUTSIDE OF WELCOME CENTER BUILDING AND
LOADING DOCK FOOTPRINT AND LANDSCAPE DEMOLITION.
SSM A: DEMOLITION AND CAPPING OF EXISTING UTILITIES AT EXISTING
CAFETERIA BUILDING; ROUGH SITE GRADING AND RELATED SITE
RETAINING WALLS WITHIN THE WELCOME CENTER BUILDING AND
LOADING DOCK FOOTPRINT, AND MAKE-READY WORK AT B70 LOADING
AREA.
THUP B: FINAL GRADING AND SUBSURFACE FILL, PLANTERS AND
RELATED SITE WALLS, REMAINING SITE WALLS, SHUTTLE BUS
SHELTER, ALL FINISHED LANDSCAPE FILL AND PLANTINGS.
SSM B: NEW AND RESURFACED SIDEWALKS, PAVING AND SURFACING
AT TRANSIT HUB AND PATIO, REFURBISHMENT OF EXISTING STAIRS
AND RAILNGS, NEW STAIRS AND RAILINGS, SITE RAILINGS.
(PROGRESS, ESTIMATE, BID, CONSTRUCTION,
CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)
ISSUEPROFESSIONAL SEAL
PROJECT NO. 10221250
DRAWING NO.
SHEET
DATE
SCALE
APPROVED BY
CHECKED BY
DRAWN BY
REMARKSDATE
BY
APPR'D
BY
CHECKED
BY
DRAWN
NUMBER
REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM
100%
FACILITIES DIVISION
LBNL SSM A-THUP A
Preliminary
Design
Pre lim ina ry Des ign
4' 8' 16'
As indicated
UNIVERSITY OF CALIFORNIA
LAWRENCE BERKELEY NATIONAL LABORATORY
SITE SECTIONS DIAGRAMS
G-00508/03/2020
HDR Architecture 201 California St San Francisco, CA 94111
OP 08/03/2020
1/16" = 1'-0"1
SITE SECTION A
1/16" = 1'-0"3
SITE SECTION C
1/16" = 1'-0"4
SITE SECTION D
1/16" = 1'-0"7
SITE SECTION B
1/16" = 1'-0"5
SITE SECTION E
1/16" = 1'-0"6
SITE SECTION F
NOTE:
INFORMATION REPRESENTED ON THIS DRAWING IS
DIAGRAMATIC. NOT TO BE USED FOR CONSTRUCTION
PURPOSES.
THUP SCOPE OF WORK SHOWN FOR CLARITY
PURPOSES.
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
TOP OF NEW RETAINING WALL (BEYOND)
EXISTING RETAINING WALL
EXISTING LOADING DOCK AND
RETAINING WALL
TOW 782'- 10" NOMINAL
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
A B C D E
LOADING DOCK
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
MLKJHG
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
(E) OUTDOOR PATIO
WALKWAY
TOW 807' - 6" - SLOPES
WITH GRADE
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
OUTDOOR WALKWAY
TOW 801'- 0" NOMINAL
SLOPES WITH GRADE
TOW 792'- 0" NOMINAL
SLOPES WITH GRADE
TOW 790'- 0"
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
774' - 0"
LEVEL 00
770' - 0" LEVEL 00 - (E) Loading Dock
TOW 807' - 0" SLOPES W/ GRADE
TOW 2' ABOVE GRADE
TOW 2' ABOVE GRADE
ENTRY PLAZA PLANTER
PATHWAY
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
TOW 807' - 6" NOMINAL
ENTRY PLAZA
PARKING
LAWRENCE ROAD
GRADE 796' NOMINAL
790' - 0"
LEVEL 01
805' - 0"
LEVEL 02
820' - 0"
LEVEL 03 ROOF
TOW 805' - 6"
TOW 2' ABOVE GRADE
TOW 807' - 6" NOMINAL
804' - 6"
805' - 0"
PLANTER
LAWRENCE ROAD
ROADBUS DROP OFF
SIDEWALK
/PARKING
PLANTER
GRADE APROX
800 ' NOMINAL
TOW 2' ABOVE GRADE
805' - 0" 805' - 0"
TOW 807' - 6" NOMINAL
SIDEWALK
/PARKING
SIDEWALK
/PARKING
PLANTER
LAWRENCE
ROAD
PLANTER
LEGEND
SITE WALL BUILT IN SSM THUP A
SITE WALL BUILT IN SSM THUP B
EXISTING TO REMAIN SITE WALL
SITE WALL BUILT IN SSM A
SITE WALL BUILT IN SSM B
NEW BUILDING WALL
SITE SCOPE NOTES:
THUP A: NEW AND RELOCATED UTILITIES 5' FROM WELCOME CENTER
BUILDING FOOTPRINT, ROUGH SITE GRADING AND RELATED SITE
RETAINING WALLS OUTSIDE OF WELCOME CENTER BUILDING AND
LOADING DOCK FOOTPRINT AND LANDSCAPE DEMOLITION.
SSM A: DEMOLITION AND CAPPING OF EXISTING UTILITIES AT EXISTING
CAFETERIA BUILDING; ROUGH SITE GRADING AND RELATED SITE
RETAINING WALLS WITHIN THE WELCOME CENTER BUILDING AND
LOADING DOCK FOOTPRINT, AND MAKE-READY WORK AT B70 LOADING
AREA.
THUP B: FINAL GRADING AND SUBSURFACE FILL, PLANTERS AND
RELATED SITE WALLS, REMAINING SITE WALLS, SHUTTLE BUS
SHELTER, ALL FINISHED LANDSCAPE FILL AND PLANTINGS.
SSM B: NEW AND RESURFACED SIDEWALKS, PAVING AND SURFACING
AT TRANSIT HUB AND PATIO, REFURBISHMENT OF EXISTING STAIRS
AND RAILNGS, NEW STAIRS AND RAILINGS, SITE RAILINGS.
(PROGRESS, ESTIMATE, BID, CONSTRUCTION,
CONFORMED, REVISION, RECORD)(IF REVISION, APPLIES ONLY TO REVISED WORK)
ISSUEPROFESSIONAL SEAL
PROJECT NO. 10221250
DRAWING NO.
SHEET
DATE
SCALE
APPROVED BY
CHECKED BY
DRAWN BY
REMARKSDATE
BY
APPR'D
BY
CHECKED
BY
DRAWN
NUMBER
REVISIONCONSULTING A/E FIRMCONSULTING FIRMCONSULTING FIRM
100%
FACILITIES DIVISION
LBNL SSM A-THUP A
Preliminary
Design
Pre lim ina ry Des ign
4' 8' 16'
As indicated
UNIVERSITY OF CALIFORNIA
LAWRENCE BERKELEY NATIONAL LABORATORY
SITE SECTIONS DIAGRAMS
G-00608/03/2020
HDR Architecture 201 California St San Francisco, CA 94111
OP 08/03/2020
1/16" = 1'-0"1
SITE SECTION G
1/16" = 1'-0"2
SITE SECTION G
1/16" = 1'-0"3
SITE SECTION J
1/16" = 1'-0"4
SITE SECTION K
1/16" = 1'-0"5
SITE SECTION L
1/16" = 1'-0"6
SITE SECTION M
1/16" = 1'-0"7
SITE SECTION
1/16" = 1'-0"8
SITE SECTION
1/16" = 1'-0"9
SITE SECTION
NOTE:
INFORMATION REPRESENTED ON THIS
DRAWING IS DIAGRAMATIC. NOT TO BE USED
FOR CONSTRUCTION PURPOSES.
THUP SCOPE OF WORK SHOWN FOR CLARITY
PURPOSES.
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
E emeryville@ghd.com W www.ghd.com
HDR Architecture 201 California St San Francisco, CA 94111
Prel imin ary Desi gn
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No. C 79186
C I V I L
ABBREVIATIONS
AT
AGGREGATE BASE
ABANDONED
ASPHALTIC CONCRETE
ASBESTOS CONTAINING MATERIAL
AC WEARING SURFACE
ADDITIONAL
ADJACENT, ADJUSTABLE
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
ALUMINUM
ALTERNATE
APPROXIMATE
APPROVED
ARCHITECTURAL
AIR RELEASE VALVE
AUTOMATIC
AUXILIARY
AUXILIARY WATER SUPPLY SYSTEM
AB
ABD, ABND
AC
ACM
ACWS ADD.
ADJ
AFF
AFG
AL
ALTN
APPROX
APVD
ARCH.
ARV
AUTO. AUX
AWSS
BFP
BLDG
BOO
BOD
BOP
BOT
BSW
BACKFLOW PREVENTER
BUILDING
BOTTOM OF OPENING
BOTTOM OF DUCT
BOTTOM OF PIPE
BOTTOM
BACK OF SIDEWALK
CB
CCR
C&G
CHK
CHWR
CHWS
CI
CJ
CLDIP
CLR
CL
CMP
CO
COMB.
CONC
CONN
CONT
COORD
CPS
CR
CS
CSMH
CTD
CTR
C TO C
CU
CV
CATCH BASIN
CURB CUT RAMP
CURB AND GUTTER
CHECK
CHILLED WATER RETURN
CHILLED WATER SUPPLY
CAST IRON
CONSTRUCTION JOINT
CEMENT-LINED DUCTILE IRON PIPE
CLEAR
CENTERLINE, CLASS
CORRUGATED METAL PIPE
CLEANOUT
COMBINED
CONCRETE
CONNECTION
CONTINUOUS, CONTINUATION
COORDINATE
CATHODIC PROTECTION SYSTEM
CURB RETURN
COMBINED SEWER
COMBINED SEWER MANHOLE
CENTERED
CENTER
CENTER TO CENTER
CUBIC, COPPER
CHECK VALVE
DDC
DET
DI
DIA
DIAG
DN
DOE
DR
D/W
DW
DWG
DOUBLE DETECTOR CHECK
DETAIL
DROP INLET
DIAMETER
DIAGONAL
DOWN
DEPARTMENT OF ENERGY
DRAIN
DRIVEWAY
DOMESTIC WATER
DRAWING
(E), EXST
E
EA
EWEF
EF
EH&S
EL
ELEC
ENGR
EP
EQL SP
EQPT
EW
EXC
EXP
EXISTING
EAST, ELECTRIC
EACH
EACH WAY, EACH FACE
EACH FACE
ENVIRONMENTAL HEALTH & SAFETY
ELEVATION
ELECTRIC, ELECTRICAL
ENGINEER
EDGE OF PAVEMENT
EQUALLY SPACED
EQUIPMENT
EACH WAY
EXCAVATE
EXPOSED, EXPANSION
FAL
FC
FDC
FF
FG
FH
FIG.
FL
FM
FNSH
FOC
FSR
FT
FW
FWD
FWDR
FIRE ALARM
FACE OF CURB
FIRE DEPARTMENT CONNECTION
FINISH FLOOR
FINISH GRADE
FIRE HYDRANT
FIGURE
FLOW LINE
FORCE MAIN
FINISH
FACE OF CONCRETE
FIRE SERVICE RISER
FOOT OR FEET
FIRE WATER
FORWARD
FOUNDATION WEEP DRAIN
G
GAL
GCO
GL
GPM
GRTG
GVL
GWT
GAS
GALLON
GRADE CLEAN OUT
GLASS
GALLONS PER MINUTE
GRATING
GRAVEL
GROUND WATER TREATMENT SYSTEM
HDPE
HMA
HORIZ
HP
HPCW
HPG
HPNG
HPW
HR
HIGH DENSITY POLYETHYLENE
HOT MIX ASPHALT
HORIZONTAL
HIGH POINT
HIGH PRESSURE COLD WATER
HIGH PRESSURE GAS
HIGH PRESSURE NATURAL GAS
HIGH PRESSURE WATER
HANDRAIL
IN.
INV
IRR
INCH
INVERT
IRRIGATION
L
LAT
LBNL, LBL
LCWR
LCWS
LF
LLW
LOTO
LPCW
LPW
LPNG
LPGAS
LENGTH
LATERAL
LAWRENCE BERKELEY NATIONAL
LABORATORY
LOW CONDUCTIVITY WATER RETURN
LOW CONDUCTIVITY WATER SUPPLY
LINEAR FEET
LOW LEVEL WASTE
LOCK OUT TAG OUT
LOW PRESSURE COLD WATER
LOW PRESSURE (DOMESTIC) WATER
LOW PRESSURE NATURAL GAS
LOW PRESSURE GAS
MAX
MECH
MH
MIN
MISC
MTL
MUTCD
MAXIMUM
MECHANICAL ROOM
MANHOLE
MINIMUM, MINUTE
MISCELLANEOUS
MATERIAL
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES
N/A (N) N
NE
NIC
NO.
NTS
NW
NOT APPLICABLE
NEW
NORTH
NORTHEAST
NOT IN CONTRACT
NUMBER, NUMBERING
NOT TO SCALE
NORTHWEST
(OH)
OC
OD
OF
OG
OSD
OPNG
OVERHEAD
ON CENTER
OUTSIDE DIAMETER, OVERFLOW DRAIN
OUTSIDE FACE, OVERFLOW
ORIGINAL GROUND
OPEN SITE DRAIN
OPENING
PB
PEL
PIV
PL
POC
PROP
PSF
PSI
PSIG
PTS
PVC
PVMT
PVT
PWR
PULL BOX
PERMISSIBLE EXPOSURE LIMITS
POST INDICATOR VALVE
PLATE, PROPERTY LINE
POINT OF CONNECTION
PROPERTY
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POUNDS PER SQUARE
INCH, GAUGE
POINTS
POLYVINYLCHLORIDE
PAVEMENT
PRIVATE
POWER
RACM
R, RAD
RC
RD
RDCR
REQD
RJ
RLC
RLCR
RM
RO
RST
RTN
RWL
ROW
REGULATED ASBESTOS
CONTAINING MATERIAL
RADIUS, RIGHT
RELATIVE COMPACTION
ROAD
REDUCER
REQUIRED
RESTRAINED JOINT
RECONNAISSANCE LEVEL
CHARACTERIZATION
RECONNAISSANCE LEVEL
CHARACTERIZATION REPORT
ROOM
ROUGH OPENING
REINFORCING STEEL
RETURN
RECLAIMED WATER LINE
RIGHT-OF-WAY
S
SCH
SD
SDMH
SECT
SERC
SH
SIM
SL
SP
SPEC
SQ
SQ FT
SQ IN
SS
SSMH
ST
STL
STA
STD
STR
S/W
SOUTH, SLOPE
SCHEDULE
STORM DRAIN
STORM DRAIN MANHOLE
SECTION
SOLAR ENERGY RESEARCH
CENTER
SHEET
SIMILAR
STREET LIGHT
SPACE OR SPACES
SPECIFICATIONS
SQUARE
SQUARE FOOT
SQUARE INCH
SANITARY SEWER
SANITARY SEWER MANHOLE
STREET
STEEL
STATION
STANDARD
STRAIGHT
SIDEWALK
T&B
TC
TEL
TEMP
TF
TG
THK
TOC
TP
TRANS
TRANSV
TRWR
TRWS
TSB
TST
TW
TYP
TOP AND BOTTOM
TOP OF CURB
TELEPHONE
TEMPORARY
TOP FACE
TOP OF GRATE
THICK
TOP OF CURB
TURNING POINT
TRANSITION
TRANSVERSE
TREATED WATER RETURN
TREATED WATER SUPPLY
TRAFFIC SIGNAL BOX
TOP OF STEEL
TOP OF WALL
TYPICAL
UNDERGROUND
UNIVERSITY OF CALIFORNIA
BERKELEY
UNKNOWN
UNLESS NOTED OTHERWISE
(UG)
UCB
UNK
UNO
VC
VERT
VG
VLV
VERTICAL CURVE
VERTICAL
VALLEY GUTTER
VALVE
1. CONTRACTOR TO FIELD VERIFY SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
2. IDENTIFY AND PROTECT ALL STORM DRAIN INLETS SURROUNDING AND DOWNSTREAM FROM THE WORK THAT MAY BE AFFECTED BY THE WORK. NOTE THAT ALL STORM DRAIN INLETS REQUIRING PROTECTION MAY NOT BE IDENTIFIED IN THE CONTRACT DOCUMENTS. ALL
WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SWPPP.
3. CLEARING AND GRUBBING IS ONLY PERMITTED TO THE EXTENT NEEDED TO EXECUTE THE WORK. ALL OTHER VEGETATION IS TO REMAIN AND BE PROTECTED. CONTRACTOR SHALL PROTECT ALL TREES IN-PLACE UNLESS SPECIFICALLY SHOWN OTHERWISE.
4. CONTRACTOR SHALL OBTAIN FROM THE LBNL PROJECT MANAGER A PERMIT TO PENETRATE, SAWCUT OR EXCAVATE EXISTING SURFACES OF LBNL PROPERTY PRIOR TO START OF ANY UNDERGROUND WORK. NOTE THAT UNDERGROUND SERVICES, AND OTHER UTILITIES MAY NOT BE FIELD MARKED. CONTRACTOR SHALL REFER TO PLAN FOR APPROXIMATE LOCATION OF KNOWN UTILITIES AND SHALL POTHOLE
OR HAND DIG WHERE REQUIRED.
5. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
LBNL AND/OR THE PREPARER OF THESE PLANS.
6. NO GUARANTEE IS INTENDED THAT ALL CONFLICTS OR OBSTRUCTIONS ARE SHOWN ON THE PLANS. THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE AND THE CONTRACTOR IS CAUTIONED THAT LBNL OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY CONFLICTS OR OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL
LOCATIONS, DEPTHS AND SIZES.
7. THE LBNL REPRESENTATIVE (CONSTRUCTION MANAGER) WILL APPROVE ALL MATERIAL STORAGE AND EQUIPMENT PARKING AREAS.
8. ALL WORK SHALL BE IN CONFORMANCE WITH CURRENT STANDARD SPECIFICATIONS EXCEPT AS MODIFIED BY THESE CONTRACT
DOCUMENTS.
9. LBNL SHALL BE IMMEDIATELY NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY IDENTIFIED CONDITIONS THAT REQUIRE DEVIATIONS
FROM THESE PLANS AND/OR SPECIFICATIONS.
10. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ALL WORK ASSOCIATED WITH THIS PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT PUBLIC OR PRIVATE PROPERTY CAUSED BY THE CONTRACT WORK, AND SHALL BE RESPONSIBLE FOR ANY OTHER WORK REQUIRED TO PREVENT SUCH DAMAGE.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A PERMIT COPY OF CONSTRUCTION PLANS AS WELL AS OTHER REQUIRED
PERMITS AT THE PROJECT SITE DURING CONSTRUCTION.
13. ALL EXCAVATIONS 5 FEET IN DEPTH OR GREATER WHEN NECESSARY SHALL BE SHORED AND BRACED ACCORDING TO OSHA REGULATIONS. SLOPE ROUNDING AND BENCHING MAY BE USED ON CUT AND FILL SLOPES, WHERE APPLICABLE.
14. ANY EXISTING SYSTEMS OR IMPROVEMENTS TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER, AND TO THE SATISFACTION OF LBNL.
15. THE CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR EXISTING UTILITIES OR SYSTEMS AND SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKAGE, OR LEAKS CAUSED BY HIS WORK. ALL EXCAVATIONS WITH 30" OF ANOTHER UTILITY (BASED ON GPR SCANNING OF SUB-SURFACE UTILITIES) SHALL BE HAND-DUG PER LBNL POLICY. DRY VACUUM EXCAVATION AND USE OF A 30 POUND PNEUMATIC CHIPPING GUN WITH A 4-INCH FLAT SPADE BIT IS ALSO PERMISSIBLE AS IT IS CONSIDERED "NON-DESTRUCTIVE". A WET VACUUM AND AIR
KNIFE ARE NOT PERMISSIBLE.
16. WHERE EXISTING ABANDONED UNDERGROUND UTILITIES ARE ENCOUNTERED AND ARE IN CONFLICT WITH WORK ASSOCIATED WITH THIS CONTRACT, THE CONTRACTOR SHALL CONTACT LBNL CONSTRUCTION MANAGER OR PROJECT MANAGER, CONFIRM ABANDONMENT, THEN CAP AND REMOVE SUCH UTILITIES AS NEEDED TO COMPLETE WORK AND DISPOSE OF THE MATERIAL ACCORDING TO THE LATEST OSHA
AND LBNL REQUIREMENTS.
17. IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND TO THE SATISFACTION OF LBNL, CONTRACTOR SHALL PROVIDE DETAILED RECORD ("AS-BUILT") PLANS SHOWING ALL DEVIATIONS, CHANGES, ADDITIONS AND DELETIONS MADE DURING THE COURSE OF THE WORK.
ONE SET SHALL BE MAINTAINED AT THE SITE AND UPDATED DAILY. RECORD PLANS WILL BE PROVIDED IN ACCORDANCE WITH CONTRACT
DOCUMENTS.
18. COMPLY WITH LBNL TRUCK TRAFFIC ROUTES AND NUMBER OF ALLOWABLE TRUCK TRIPS PER DAY, WHICH MUST BE COORDINATED IN
ADVANCE WITH LBNL CONSTRUCTION MANAGER.
19. CONTRACTOR SHALL NOT DISRUPT OPERATIONS AT ADJACENT RESEARCH FACILITIES INCLUDING DISRUPTIONS CAUSED BY VIBRATION AND OPERATING OF HEAVY EQUIPMENT (AS PER SPECIFICATIONS). CONTRACTOR SHALL COORDINATE WITH LBNL CONSTRUCTION
MANAGER TO SEE IF THIS WORK SHOULD BE PERFORMED OFF-HOURS.
20. THIS PROJECT MAY INVOLVE DISTURBING HAZARDOUS SOILS DURING TRENCH EXCAVATION. IF HAZARDOUS SOILS ARE FOUND, THEY WILL
BE DISPOSED OF BY LBNL.
21. THE CONTRACTOR SHALL REVIEW REPORTED EXISTING HAZARDOUS MATERIALS AND VERIFY THE LOCATION AND EXTENT OF HAZARDOUS MATERIALS PRESENT AND LIKELY TO BE DISTURBED BY THE WORK OF THIS PROJECT. CONTRACTOR SHALL COMMUNICATE THE RESULTING INFORMATION TO ALL PROJECT PERSONNEL AND THIRD TIER CONTRACTORS FOR THE PURPOSE OF IDENTIFYING ALL APPLICABLE OCCUPATIONAL AND ENVIRONMENTAL PROTECTION REQUIREMENTS AND PROCEDURES TO SAFELY COMPLETE THE WORK OF THE PROJECT IN ACCORDANCE WITH LBNL REQUIREMENTS AND APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.
22. ALL EXCAVATION AND SOIL REMOVAL SHALL BE IN ACCORDANCE WITH THE "SOIL MANAGEMENT PLAN" FOR THIS PROJECT. REFER TO THE PROJECT RFP DOCUMENTATION FOR INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NONHAZARDOUS SOILS AND
LBNL SHALL BE RESPONSIBLE FOR ALL HAZARDOUS SOILS.
23. ALL PERSONNEL EXPOSURES TO HAZARDOUS MATERIALS SHALL BE MAINTAINED BELOW THE RESPECTIVE OSHA PERMISSIBLE EXPOSURE LIMITS (PEL) OR ACGIH TLV (WHICH EVER IS LOWER) FOR THE CHEMICAL AGENT AND IN THE EVENT THAT FEASIBLE CONTROL MEASURES FAIL TO PREVENT AIRBORNE LEVELS FROM EXCEEDING THE PEL OF A CHEMICAL AGENT, RESPIRATORY PROTECTIVE EQUIPMENT SHALL BE USED THAT HAVE MAXIMUM USE CONCENTRATIONS THAT EXCEED THE ACTUAL AIRBORNE EXPOSURE LEVELS AS MEASURED FOR
COMPLIANCE.
24. ALL WATER SYSTEM COMPONENTS SHALL BE NSF-61 CERTIFIED.
25. EXISTING HPCW MAINS TO BE ABANDONED SHALL REMAIN IN SERVICE UNTIL NEW HPCW MAINS ARE INSTALLED, TESTED AND TIED.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HPCW BACKFEED AND TIE-IN ACTIVITIES WITH LBNL PROJECT MANAGER.
26. ABANDON (E) HPCW MAIN PER LBNL STD DRAWING U101. REMOVE WHERE IN CONFLICT WITH THE WORK. FILL WITH FLOWABLE CELLULAR
CONCRETE WHERE (E) HPCW IS LOCATED UNDER BUILDINGS AND ROADWAYS.
27. REFER TO GEOTECHNICAL DATA REPORT "CMLC WATER LINE REPLACEMENT PROJECT, PRIORITY 1-3 ALIGNMENTS, LAWRENCE BERKELY NATIONAL LABORATORY, BERKELEY, CALIFORNIA" (A3GEO, MARCH 15 2019) CONTAINED IN THE PROJECT RFP DOCUMENTATION FOR GEOTECHNICAL DATA COMPILATION MAPS, PHOTOGRAPHS OF SURFACE CONDITIONS AND LOGS OF PREVIOUS EXPLORATORY BORINGS, TRENCHES AND TEST PITS IN THE VICINITY OF THE PROPOSED ALIGNMENTS.
28. ALL (N) PIPEWORK TO BE CATHODICALLY PROTECTED. CATHODIC PROTECTION WORKS TO BE UNDERTAKEN IN ACCORDANCE WITH THE DIRECTION AND NOTES SHOWN ON THESE DRAWINGS, LBNL SPECIFICATION SECTION 264200 – CATHODIC PROTECTION, AND AS PER
CATHODIC PROTECTION DETAILS CP-501 AND CP-502.
29. WHERE (N) PIPEWORK CROSSES UNDER (E) DUCT BANK, ENCASE IN CONTROLLED DENSITY FILL A MINIMUM OF 3-FEET BEYOND DUCT BANK
LIMITS.
(N) WATER LINE
JT JOINT, JOINT TRENCH
(N) GATE VALVE
REDUCER
REMOVAL / ABANDONMENT
EDGE OF PAVEMENT
TREE LINE
(E) RECTIFIER LOCATION (APPROXIMATE)
(N) MONITORING TEST STATION LOCATION
(E) SANITARY SEWER MANHOLE
ABANDONED UTILITY
(N) VALVE (UTILITY/TYPE PER NOTE)
(E) DRAINAGE CATCH BASIN
(E) SANITARY SEWER CLEANOUT
(E) STORM DRAIN MANHOLE
(E) ELECTRICAL MANHOLE
(E) TELEPHONE MANHOLE
(E) FIRE HYDRANT
TREE
BUILDING AND NUMBER
COMPRESSED AIR PIPING
NATURAL GAS PIPING
ELECTRICAL LINES
TELEPHONE LINES
ELECTRICAL
SANITARY SEWER
IRRIGATION LINES
FIRE ALARM
STORM DRAIN
FOOTING DRAIN
LOW CONDUCTIVITY WATER
(E) ELECTRICAL BOX
(TYPE PER NOTE)
& TELEPHONE LINES
HIGH PRESSURE COLD WATER
LOW CONDUCTIVITY WATER SUPPLY
LOW CONDUCTIVITY WATER RETURN
RAIN LEADER DRAIN
TREATED WATER RETURN
HYDRAUGER
NEW CONDUIT
(E) ANODE WELL LOCATION (APPROXIMATE)
GENERAL NOTES LEGEND
SALVAGED FIRE HYDRANT
(N) AIR RELEASE VALVE
SD (N) STORM DRAIN
UTILITY POTHOLE
PH-1
C-501
C-501
DETAIL NUMBER
DRAWING WHERE DETAIL IS DRAWN
OR DRAWING THAT DETAIL AFFECTS
DWG NUMBER ON WHICH SECTION APPEARS
SECTION IDENTIFIER
CHAIN LINK FENCEX X
COPPER GROUND CABLE
(E) GROUNDING ROD
(E) CP TEST STATION LOCATION
(N) ANODE TEST STATION LOCATION
(E) BOLLARD
(N) FIRE HYDRANT
(E) VALVE (UTILITY/TYPE PER NOTE)
XX
ANNOTATION
SS (N) SANITARY SEWER
W
H
765 770
770 775
795 80
0 80
799.217
SET MAG
817.706
SET MAG
794.436
SET MAG
788.497
SET 60D
787.831
FND BRASS DISK
787.326
SET MAG
778.679
SET SCRIBED X
813.398
SET MAG
799.216
FND BOLT
805.924
FND NAIL
812.772
FND X
821.516
FND NAIL
820.728
FND NAIL
799.217
SET MAG
808.701
SET MAG
788.497
SET 60D
787.326
SET MAG
788.017
SET X
795.161
SET X
772.173
SET MAG
772.723
SET X
769.553
SET MAG
768.643
SET MAG
787.857
SCRIBED X
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
San Francisco, CA 94111
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0 60'30'
1"=30'
KEY MAP
N
1.
NOTES:
SURVEY CONTROL TABLE
No. NORTHING EASTING DESCRIPTIONELEV
1 2146288.432 6056431.887 799.217 SET MAG
2 2146005.713 6056477.519 808.701 SET MAG
3 2146239.991 6056279.703 788.497 SET 60D
5 2146309.601 6056314.678 788.017 SET X
6 2146331.112 6056354.601 795.161 SET X
7 2145975.607 6056434.577 787.857 SCRIBED X
402 2146104.781 6056489.568 817.706 SET MAG
404 2146216.827 6056377.298 794.436 SET MAG
410 2146142.564 6056264.410 787.326 SET MAG
411 2146059.320 6056393.924 778.679 SET SCRIBED X
413 2146249.862 6056525.623 813.398 SET MAG
504 2146373.734 6056300.734 772.173 SET MAG
508 2146114.812 6056178.064 772.723 SET X
509 2146199.328 6056148.094 769.553 SET MAG
510 2146215.024 6056002.176 768.643 SET MAG
2002 2146183.506 6056278.175 787.831 FND BRASS DISK
3045 2146283.841 6056429.685 799.216 FND BOLT
3118 2146295.500 6056527.438 805.924 FND NAIL
3219 2146267.524 6056534.135 812.772 FND X
3269 2146036.842 6056505.895 821.516 FND NAIL
3274 2146050.016 6056500.113 820.720 FND NAIL
BUILDING 70
BUILDING 23
BUILDING 70A
BUILDING 54
LAWRENCE RD
LAWRENCE RD
SE
AB
OR
G
RD
LOADING DOCK
UPPER PARKING
LOWER PARKING
BUILDING 2
PROJECT BOUNDARY
770 775
795 80
0 80
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
San Francisco, CA 94111
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C I V I L
0 60'30'
1"=30'
EXISTING SITE PLAN
N
BUILDING 70
BUILDING 23
BUILDING 70A
BUILDING 54
LAWRENCE RD
LAWRENCE RD
SE
AB
OR
G
RD
LOADING DOCK
UPPER PARKING
LOWER PARKING
BUILDING 2
1 PIPELINE TO BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND LBNL
STANDARD TRENCH DETAIL DRAWINGS U135 TO U140.
2 ALL SURFACE REPAIRS TO BE IN ACCORDANCE WITH THE SPECIFICATIONS DIVISION
32 AND LBNL STD DWG U145.
LOCATION OF ALL EXISTING UTILITIES INCLUDING, BUT NOT LIMITED TO WATER,
SEWER, ELECTRICAL, TELEPHONE, CABLE AND GAS ARE APPROXIMATE IN PLAN
AND PROFILE AND BASED ON BEST AVAILABLE MAPPING. THE CONTRACTOR IS
RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
ROLLED EROSION CONTROL PRODUCT IS REQUIRED ON DISTURBED SLOPES
GREATER THAN 2:1 (HORIZ:VERT).
SHOULD UNEXPECTED CONDITIONS BE ENCOUNTERED DURING EXCAVATION
ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE LBNL PROJECT MANAGER
IMMEDATELY. THE LBNL PROJECT MANAGER SHALL CONTACT THE
ENVIRONMENTAL SERVICES GROUP FOR DIRECTION. IF REQUIRED, THE
CONTRACTOR SHALL REARRANGE THE SCHEDULE AS NECESSARY, PROCEED TO THE
NEXT DESIGNATED WORK LOCATION AND CONTINUE OVERALL JOB PROGRESS
WITHOUT DELAY.
6 BACKFILL WITH CONTROLLED DENSITY FILL AS PER LBNL SPEC 312323 WHERE
COVER IS LESS THAN 30-INCH MINIMUM.
7 REFER TO LBNL STANDARD DRAWING U147 AND U148 FOR SERVICE CROSSING
REQUIREMENTS.
SHEET KEYNOTES
GENERAL NOTES
770 775
795 80
0 80
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
San Francisco, CA 94111
Prel imin ary Desi gn
D
I
L
L
O
R
R
A
No. C 79186
C I V I L
0 60'30'
1"=30'
DEMOLITION PLAN
N
6" CMP SD
" C
MP
S
D
6" C
I S D
10" CMP SD
4"
CI V
CP SD
6"
CM
P S D
" C
MP
S
D
4" CMPSD
10" CMP SD
8" SD
BUILDING 70
BUILDING 23
BUILDING 70A
BUILDING 54
LAWRENCE RD
LAWRENCE RD
SE
AB
OR
G
RD
LOADING DOCK
UPPER PARKING
LOWER PARKING
BUILDING 2
REMOVE
(E) SD
CATCH
BASIN
REMOVE
(E) SD
CATCH
BASIN
PROTECT
(E) SD
CATCH
BASIN
REMOVE
(E) SD
CATCH
BASIN
PROTECT
(E) SD
CATCH
BASIN
PROTECT
(E) SD
CATCH
BASIN
REMOVE
(E) SD
CATCH
BASIN
REMOVE
(E) SD
CATCH
BASIN
PROTECT
(E) SD
CATCH
BASIN
1 PIPELINE TO BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND LBNL
STANDARD TRENCH DETAIL DRAWINGS U135 TO U140.
2 ALL SURFACE REPAIRS TO BE IN ACCORDANCE WITH THE SPECIFICATIONS DIVISION
32 AND LBNL STD DWG U145.
LOCATION OF ALL EXISTING UTILITIES INCLUDING, BUT NOT LIMITED TO WATER,
SEWER, ELECTRICAL, TELEPHONE, CABLE AND GAS ARE APPROXIMATE IN PLAN
AND PROFILE AND BASED ON BEST AVAILABLE MAPPING. THE CONTRACTOR IS
RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
ROLLED EROSION CONTROL PRODUCT IS REQUIRED ON DISTURBED SLOPES
GREATER THAN 2:1 (HORIZ:VERT).
SHOULD UNEXPECTED CONDITIONS BE ENCOUNTERED DURING EXCAVATION
ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE LBNL PROJECT MANAGER
IMMEDATELY. THE LBNL PROJECT MANAGER SHALL CONTACT THE
ENVIRONMENTAL SERVICES GROUP FOR DIRECTION. IF REQUIRED, THE
CONTRACTOR SHALL REARRANGE THE SCHEDULE AS NECESSARY, PROCEED TO THE
NEXT DESIGNATED WORK LOCATION AND CONTINUE OVERALL JOB PROGRESS
WITHOUT DELAY.
6 BACKFILL WITH CONTROLLED DENSITY FILL AS PER LBNL SPEC 312323 WHERE
COVER IS LESS THAN 30-INCH MINIMUM.
7 REFER TO LBNL STANDARD DRAWING U147 AND U148 FOR SERVICE CROSSING
REQUIREMENTS.
SHEET KEYNOTES
GENERAL NOTES
BUILDING OUTLINE OF
(N) WELCOME CENTER
770 775
795 80
0 80
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
San Francisco, CA 94111
Prel imin ary Desi gn
D
I
L
L
O
R
R
A
No. C 79186
C I V I L
0 60'30'
1"=30'
DEMOLITION PLAN
N
4" CI SS
4" C
I S S
6" CI SS
6" CI SS
BUILDING 70
BUILDING 23
BUILDING 70A
BUILDING 54
LAWRENCE RD
LAWRENCE RD
SE
AB
OR
G
RD
LOADING DOCK
UPPER PARKING
LOWER PARKING
BUILDING 2
REMOVE
(E) SS
CLEANOUT
REMOVE
(E) SS
CLEANOUT
PROTECT
(E) SS
MANHOLE
REMOVE
(E) SS
CLEANOUT
REMOVE
(E) SS
CLEANOUT
REMOVE
(E) SS
CLEANOUT
BUILDING OUTLINE OF
(N) WELCOME CENTER
1 PIPELINE TO BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND LBNL
STANDARD TRENCH DETAIL DRAWINGS U135 TO U140.
2 ALL SURFACE REPAIRS TO BE IN ACCORDANCE WITH THE SPECIFICATIONS DIVISION
32 AND LBNL STD DWG U145.
LOCATION OF ALL EXISTING UTILITIES INCLUDING, BUT NOT LIMITED TO WATER,
SEWER, ELECTRICAL, TELEPHONE, CABLE AND GAS ARE APPROXIMATE IN PLAN
AND PROFILE AND BASED ON BEST AVAILABLE MAPPING. THE CONTRACTOR IS
RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
ROLLED EROSION CONTROL PRODUCT IS REQUIRED ON DISTURBED SLOPES
GREATER THAN 2:1 (HORIZ:VERT).
SHOULD UNEXPECTED CONDITIONS BE ENCOUNTERED DURING EXCAVATION
ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE LBNL PROJECT MANAGER
IMMEDATELY. THE LBNL PROJECT MANAGER SHALL CONTACT THE
ENVIRONMENTAL SERVICES GROUP FOR DIRECTION. IF REQUIRED, THE
CONTRACTOR SHALL REARRANGE THE SCHEDULE AS NECESSARY, PROCEED TO THE
NEXT DESIGNATED WORK LOCATION AND CONTINUE OVERALL JOB PROGRESS
WITHOUT DELAY.
6 BACKFILL WITH CONTROLLED DENSITY FILL AS PER LBNL SPEC 312323 WHERE
COVER IS LESS THAN 30-INCH MINIMUM.
7 REFER TO LBNL STANDARD DRAWING U147 AND U148 FOR SERVICE CROSSING
REQUIREMENTS.
SHEET KEYNOTES
GENERAL NOTES
CUT AND CAP
(E) HPCW
770 775
795 80
0 80
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
San Francisco, CA 94111
Prel imin ary Desi gn
D
I
L
L
O
R
R
A
No. C 79186
C I V I L
0 60'30'
1"=30'
DEMOLITION PLAN
N
1" CU IRR
1" CU IRR
2" C
U
HP
CW
BUILDING OUTLINE OF
(N) WELCOME CENTER
BUILDING 70
BUILDING 23
BUILDING 70A
BUILDING 54
LAWRENCE RD
LAWRENCE RD
SE
AB
OR
G
RD
LOADING DOCK
UPPER PARKING
LOWER PARKING
BUILDING 2
REMOVE
(E) VALVE
REMOVE
(E) VALVE
REMOVE
(E) VALVE VAULT
1 PIPELINE TO BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND LBNL
STANDARD TRENCH DETAIL DRAWINGS U135 TO U140.
2 ALL SURFACE REPAIRS TO BE IN ACCORDANCE WITH THE SPECIFICATIONS DIVISION
32 AND LBNL STD DWG U145.
LOCATION OF ALL EXISTING UTILITIES INCLUDING, BUT NOT LIMITED TO WATER,
SEWER, ELECTRICAL, TELEPHONE, CABLE AND GAS ARE APPROXIMATE IN PLAN
AND PROFILE AND BASED ON BEST AVAILABLE MAPPING. THE CONTRACTOR IS
RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
ROLLED EROSION CONTROL PRODUCT IS REQUIRED ON DISTURBED SLOPES
GREATER THAN 2:1 (HORIZ:VERT).
SHOULD UNEXPECTED CONDITIONS BE ENCOUNTERED DURING EXCAVATION
ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE LBNL PROJECT MANAGER
IMMEDATELY. THE LBNL PROJECT MANAGER SHALL CONTACT THE
ENVIRONMENTAL SERVICES GROUP FOR DIRECTION. IF REQUIRED, THE
CONTRACTOR SHALL REARRANGE THE SCHEDULE AS NECESSARY, PROCEED TO THE
NEXT DESIGNATED WORK LOCATION AND CONTINUE OVERALL JOB PROGRESS
WITHOUT DELAY.
6 BACKFILL WITH CONTROLLED DENSITY FILL AS PER LBNL SPEC 312323 WHERE
COVER IS LESS THAN 30-INCH MINIMUM.
7 REFER TO LBNL STANDARD DRAWING U147 AND U148 FOR SERVICE CROSSING
REQUIREMENTS.
SHEET KEYNOTES
770 775
795 80
0 80
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
San Francisco, CA 94111
Prel imin ary Desi gn
D
I
L
L
O
R
R
A
No. C 79186
C I V I L
0 60'30'
1"=30'
DEMOLITION PLAN
N
BUILDING OUTLINE OF
(N) WELCOME CENTER
BUILDING 70
BUILDING 23
BUILDING 70A
BUILDING 54
LAWRENCE RD
LAWRENCE RD
SE
AB
OR
G
RD
LOADING DOCK
UPPER PARKING
LOWER PARKING
BUILDING 2
1 PIPELINE TO BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND LBNL
STANDARD TRENCH DETAIL DRAWINGS U135 TO U140.
2 ALL SURFACE REPAIRS TO BE IN ACCORDANCE WITH THE SPECIFICATIONS DIVISION
32 AND LBNL STD DWG U145.
LOCATION OF ALL EXISTING UTILITIES INCLUDING, BUT NOT LIMITED TO WATER,
SEWER, ELECTRICAL, TELEPHONE, CABLE AND GAS ARE APPROXIMATE IN PLAN
AND PROFILE AND BASED ON BEST AVAILABLE MAPPING. THE CONTRACTOR IS
RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
ROLLED EROSION CONTROL PRODUCT IS REQUIRED ON DISTURBED SLOPES
GREATER THAN 2:1 (HORIZ:VERT).
SHOULD UNEXPECTED CONDITIONS BE ENCOUNTERED DURING EXCAVATION
ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE LBNL PROJECT MANAGER
IMMEDATELY. THE LBNL PROJECT MANAGER SHALL CONTACT THE
ENVIRONMENTAL SERVICES GROUP FOR DIRECTION. IF REQUIRED, THE
CONTRACTOR SHALL REARRANGE THE SCHEDULE AS NECESSARY, PROCEED TO THE
NEXT DESIGNATED WORK LOCATION AND CONTINUE OVERALL JOB PROGRESS
WITHOUT DELAY.
6 BACKFILL WITH CONTROLLED DENSITY FILL AS PER LBNL SPEC 312323 WHERE
COVER IS LESS THAN 30-INCH MINIMUM.
7 REFER TO LBNL STANDARD DRAWING U147 AND U148 FOR SERVICE CROSSING
REQUIREMENTS.
SHEET KEYNOTES
770 775
795 80
0 80
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
San Francisco, CA 94111
Prel imin ary Desi gn
D
I
L
L
O
R
R
A
No. C 79186
C I V I L
0 60'30'
1"=30'
DEMOLITION PLAN
N
6" H
PNG
BUILDING OUTLINE OF
(N) WELCOME CENTER
BUILDING 70
BUILDING 23
BUILDING 70A
BUILDING 54
LAWRENCE RD
LAWRENCE RD
SE
AB
OR
G
RD
LOADING DOCK
UPPER PARKING
LOWER PARKING
BUILDING 2
REMOVE (E) VALVE
CUT AND CAP
(E) HPNG LINE
REMOVE (E) VALVE
CUT AND CAP
(E) HPNG LINE
1 PIPELINE TO BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND LBNL
STANDARD TRENCH DETAIL DRAWINGS U135 TO U140.
2 ALL SURFACE REPAIRS TO BE IN ACCORDANCE WITH THE SPECIFICATIONS DIVISION
32 AND LBNL STD DWG U145.
LOCATION OF ALL EXISTING UTILITIES INCLUDING, BUT NOT LIMITED TO WATER,
SEWER, ELECTRICAL, TELEPHONE, CABLE AND GAS ARE APPROXIMATE IN PLAN
AND PROFILE AND BASED ON BEST AVAILABLE MAPPING. THE CONTRACTOR IS
RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
ROLLED EROSION CONTROL PRODUCT IS REQUIRED ON DISTURBED SLOPES
GREATER THAN 2:1 (HORIZ:VERT).
SHOULD UNEXPECTED CONDITIONS BE ENCOUNTERED DURING EXCAVATION
ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE LBNL PROJECT MANAGER
IMMEDATELY. THE LBNL PROJECT MANAGER SHALL CONTACT THE
ENVIRONMENTAL SERVICES GROUP FOR DIRECTION. IF REQUIRED, THE
CONTRACTOR SHALL REARRANGE THE SCHEDULE AS NECESSARY, PROCEED TO THE
NEXT DESIGNATED WORK LOCATION AND CONTINUE OVERALL JOB PROGRESS
WITHOUT DELAY.
6 BACKFILL WITH CONTROLLED DENSITY FILL AS PER LBNL SPEC 312323 WHERE
COVER IS LESS THAN 30-INCH MINIMUM.
7 REFER TO LBNL STANDARD DRAWING U147 AND U148 FOR SERVICE CROSSING
REQUIREMENTS.
SHEET KEYNOTES
BEGIN WALL "E"
N=2146127.52
E=6056239.74
BEGIN WALL "D"
N=2146193.74
E=6056231.33
BEGIN CURVE
N=2146198.32
E=6056252.00
END CURVE
N=2146196.72
E=6056266.13
N=2146164.44
E=6056323.75
N=2146137.53
E=6056308.67
N=2146085.39
E=6056401.75
N=2145929.65
E=6056445.66
END WALL "D"
N=2145938.94
E=6056478.63
N=2146096.85
E=6056294.50
N=2145917.91
E=6056410.14
END WALL "E"
N=2145927.37
E=6056443.76
L
L
L
L
L
L
L
L
C
L
BEGIN WALL "C"
N=2146189.85
E=6056301.63
BEGIN WALL "B"
N=2146188.03
E=6056327.26
END WALL "B"
N=2146204.63
E=6056397.42
BEGIN WALL "A"
N=2146204.53
E=6056372.02
BEGIN CURVE
N=2146214.36
E=6056407.78
POINT OF REVERSE CURVE
N=2146236.46
E=6056423.54
END CURVE
N=2146272.97
E=6056430.92
END WALL "A"
N=2146303.23
E=6056447.51
N=2146157.55
E=6056359.30
N=2146167.34
E=6056364.78
BEGIN CURVE
N=2146150.17
E=6056395.42
END CURVE
N=2146101.01
E=6056434.78
N=2146064.44
E=6056445.09
N=2146066.29
E=6056451.68
END WALL "C"
N=2145938.09
E=6056487.82
L
L
L
L
C
C
L
L
L
L
C
L
END CURVE
N=2146056.06
E=6056371.19
BEGIN CURVE
N=2146072.08
E=6056359.35
L
L
C
RADIUS POINT
N=2146178.74
E=6056256.94
RADIUS POINT
N=2146048.43
E=6056344.11
N=2146105.66
E=6056299.40
RADIUS POINT
N=2146067.85
E=6056342.98
RADIUS POINT
N=2146234.40
E=6056403.05
RADIUS POINT
N=2146242.78
E=6056486.27
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
San Francisco, CA 94111
Prel imin ary Desi gn
D
I
L
L
O
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No. C 79186
C I V I L
0 60'30'
1"=30'
HORIZONTAL CONTROL AND PAVING PLAN
N
WALL COORDINATES INDICATED THE OUTER FACE OF THE WALL.
NOTES:
CURVE TABLE - WALL "E"
RADIUS LENGTHCURVE
28.14' 20.36'C4
L17
L18
L19
DELTA
41.24°
S60° 44' 40.23"E 64.77
N29° 15' 19.77"E 11.22
S60° 44' 40.23"E 35.16
L=65.05R=98.94
S15° 44' 40.23"E 38.00
N74° 15' 19.77"W 6.84
S15° 44' 40.23"E 133.20
N76° 41' 25.31"E 72.09
N76° 41' 25.31"E
37.07
L=29.64R=20.59
L=37.81R=63.05
N28° 44' 09.48"E 34.50
CURVE TABLE - WALL "C"
RADIUS LENGTHCURVE DELTA
CURVE TABLE - WALL "A"
RADIUS LENGTHCURVE
C1
DELTA
C3
LINE TABLE - WALL "A"
BEARING DISTANCELINE
BEARING DISTANCELINE
LINE TABLE - WALL "C"
L5
BEARING DISTANCELINE
LINE TABLE - WALL "B"
L1
L2
L3
L4
L6
L7
L8
L9
L20
C2
WALL "C"
WALL "A"
WALL "B"
WALL "D"
WALL "E"
N77° 30' 38.91"E 21.15
S60° 44' 40.23"E 66.05
S29° 15' 19.77"W 30.85
S60° 44' 40.23"E 105.91
S15° 44' 40.23"E 161.03
N74° 15' 19.77"E 34.25
BEARING DISTANCELINE
LINE TABLE - WALL "D"
L14
L12
L13
L10
L11
L15
BEARING DISTANCELINE
S60° 44' 40.23"E 62.77
N29° 04' 06.27"E 10.08
LINE TABLE - WALL "E"
L16
37.67°
34.36°
82.47°
BUILDING 70
BUILDING 23
BUILDING 70A
BUILDING 54
LAWRENCE RD
LAWRENCE RD
SE
AB
OR
G
RD
LOADING DOCK
UPPER PARKING
BUILDING 2
LOWER
PARKING
N74° 15' 19.77"E 34.93
S60° 44' 40.23"E 68.711
S15° 44' 36.12"E 143.540
770 775
795 80
0 80
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
GHD Inc.
6001 Shellmound Street, Suite 850
Emeryville, CA 94608 USA
T 1 510 420 0700 F 1 510 420 9170
San Francisco, CA 94111
Prel imin ary Desi gn
D
I
L
L
O
R
R
A
No. C 79186
C I V I L
0 60'30'
1"=30'
GRADING AND DRAINAGE PLAN
N
BUILDING OUTLINE OF
(N) WELCOME CENTER
BUILDING 70
BUILDING 23
BUILDING 70A
BUILDING 54
LAWRENCE RD
LAWRENCE RD
SE
AB
OR
G
RD
LOADING DOCK
UPPER PARKING
LOWER PARKING
BUILDING 2
1 PIPELINE TO BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND LBNL
STANDARD TRENCH DETAIL DRAWINGS U135 TO U140.
2 ALL SURFACE REPAIRS TO BE IN ACCORDANCE WITH THE SPECIFICATIONS DIVISION
32 AND LBNL STD DWG U145.
LOCATION OF ALL EXISTING UTILITIES INCLUDING, BUT NOT LIMITED TO WATER,
SEWER, ELECTRICAL, TELEPHONE, CABLE AND GAS ARE APPROXIMATE IN PLAN
AND PROFILE AND BASED ON BEST AVAILABLE MAPPING. THE CONTRACTOR IS
RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
ROLLED EROSION CONTROL PRODUCT IS REQUIRED ON DISTURBED SLOPES
GREATER THAN 2:1 (HORIZ:VERT).
SHOULD UNEXPECTED CONDITIONS BE ENCOUNTERED DURING EXCAVATION
ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE LBNL PROJECT MANAGER
IMMEDATELY. THE LBNL PROJECT MANAGER SHALL CONTACT THE
ENVIRONMENTAL SERVICES GROUP FOR DIRECTION. IF REQUIRED, THE
CONTRACTOR SHALL REARRANGE THE SCHEDULE AS NECESSARY, PROCEED TO THE
NEXT DESIGNATED WORK LOCATION AND CONTINUE OVERALL JOB PROGRESS
WITHOUT DELAY.
6 BACKFILL WITH CONTROLLED DENSITY FILL AS PER LBNL SPEC 312323 WHERE
COVER IS LESS THAN 30-INCH MINIMUM.
7 REFER TO LBNL STANDARD DRAWING U147 AND U148 FOR SERVICE CROSSING
REQUIREMENTS.
SHEET KEYNOTES
ABBREVIATIONS (MAY BE USED WITH OR WITHOUT DOT):
SLIP CRITICAL BOLTS.C.
BRBF. BUCKLING-RESTRAINED BRACE FRAME
STRUCTURAL STEEL
AESS ARCHITECTURAL EXPOSED
U.T. ULTRASONIC TESTING
TIE BEAMTB
EDGE OF DECKE.O.D.
AND
AT
CENTERLINE
DIAMETER OR ROUND
POUND OR NUMBER
EXISTING
NEW
ANCHOR BOLT
ADJACENT
APPROXIMATE
ARCHITECTURAL
BUILDING
BEAM
BLOCK OUT
BOTTOM
BOTTOM OF FOOTING
BETWEEN
CONSTRUCTION JOINT
CEILING
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
COMPLETE PENETRATION
CENTER
DOUBLE
DETAIL
DIAMETER
DIMENSION
DOWN
DITTO
DRAWING
EACH
EACH FACE
EXPANSION JOINT
ELEVATION
ELECTRICAL
EMBEDMENT
EXPANDED POLYSTYRENE
EQUAL
EQUIPMENT
EACH SIDE
EACH WAY
EXTERIOR
FOUNDATION
FULL DEPTH
PARTIAL PENETRATION
FAR FACE
FINISH
FLOOR
FACE OF
FIREPROOF
FOOT OR FEET
FOOTING
FUTURE
GAUGE
GALVANIZED
GRADE BEAM
GRADE
HORIZONTAL
HIGH STRENGTH BOLT
HEIGHT
INSIDE DIAMETER
INSIDE FACE
INSULATION
INTERIOR
JOINT
POUND
LONG LEG HORIZONTAL
LONG LEG VERTICAL
MAXIMUM
MACHINE BOLT
MECHANICAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
NORTH
NEAR FACE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OUTSIDE FACE
OPPOSITE HAND
OPENING
OPPOSITE
PENTHOUSE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT
PARTITION
RADIUS
REFERENCE
REINFORCING
REQUIRED
ROUGH OPENING
DEEP STEP IN FOOTING
SEE CIVIL DRAWINGS
SCHEDULE
SECTION
SHEET
SIMILAR
SAWCUT JOINT
SEE MECH. DRAWINGS
SLAB ON GRADE
SPECIFICATION
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STIRRUP
STRUCTURAL
SUSPENDED
SYMMETRICAL
TOP AND BOTTOM
THICK
TOP OF CONCRETE
TOP OF FOOTING
TOP OF STEEL
TYPICAL
UNLESS OTHERWISE NOTED
VERTICAL
VERIFY IN FIELD
WITH
WORK POINT
WITHOUT
WATERPROOFING
WEIGHT
WELDED WIRE FABRICW.W.F.
WT.
WP.
W/O
W.P.
W/
V.I.F.
VERT.
U.O.N.
TYP.
T.O.S.
T.O.F.
T.O.C.
THK.
T&B
SYM.
SUSP.
STRL.
STIRR.
STL.
STD.
S.S.
SQ.
SPEC.
S.O.G.
S.M.D.
S.J.
SIM.
SHT.
SECT.
SCHED.
S.C.D.
S
R.O.
REQ.
REINF.
REFE.
RAD.
PTN.
PT.
P.S.I.
P.S.F.
PH.
OPP.
OPNG.
OH.
O.F.
O.D.
O.C.
N.T.S.
NOM.
NO.
N.I.C.
N.F.
N.
MISC.
MIN.
MFR.
MECH.
M.B.
MAX.
LLV.
LLH.
LB.
JT.
INT.
INSUL.
I.F.
I.D.
HT.
H.S.B.
HORIZ.
GR.
G.B.
GALV.
GA.
FUT.
FTG.
FT.
FPRF.
F.O.
FL.
FIN.
F.F.
F.D.P.P.
FDN.
EXT.
E.W.
E.S.
EQPT.
EQ.
E.P.S.
EMBED.
ELEC.
EL.
E.J.
E.F.
EA.
DWG.
DO.
DN.
DIM.
DIA.
DET.
DBL.
CTR.
C.P.
CONT.
CONSTR.
CONN.
CONC.
COL.
C.M.U.
CLR.
CLG.
C.J.
BTWN.
B.O.F.
BOT.
B.O.
BM
BLDG.
ARCH.
APPROX.
ADJ.
A.B.
(N)
(E)
DIA.
C
SEISMIC WELDS.W.
HOLLOW STRUCTURAL SECTIONH.S.S.
S.L.D. SEE LANDSCAPE DRAWING
NEAR SIDEN.S.
FAR SIDEF.S.
TOP OF STEEL DECKT.O.D.
TOP OF WALLT.O.W.
PARTIAL PENETRATIONP.P.
DEFORMED BAR ANCHORDBA.
ADDITIONALADD'L
CAST-IN-PLACEC.I.P.
CANTILEVERCANT
L
WEDGE ANCHORSWA
LI KA-SHING CENTERL.K.S.
NORTHWEST ANIMAL FACILITYN.A.F.
BACK-UPB.U.
STEP IN FOOTINGS
PROCEDURE QUALIFICATION RECORDP.Q.R.
WELDING PROCEDURE SPECIFICATIONW.P.S.
SEE ARCH. DRAWINGSS.A.D.
COMPLETE JOINT PENETRATIONCJP.
DEMAND CRITICAL WELDSDCW.
SEISMIC CRITICAL WELDSSCW.
SLRS. SEISMIC LOAD RESISTING SYSTEM
GENERAL CONTRACTORG.C.
DEEP SOIL MIXINGS.M.X.
DRAWING SYMBOLS:
B. SEE LEGEND ON PLAN SHEETS FOR ADDITIONAL SYMBOLS.
3.
1.
A. THE SYMBOLS ON PLANS TO INDICATE SECTIONS, ELEVATIONS,
AND DETAILS ARE AS FOLLOWS:
CONCRETE
ST…
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