Agenda packet, regular meeting — Emeryville City Council, July 21, 2026 (part 4 of 4)

DETAIL 2, THIS SHEET SEE NOTE 1.

SURFACE TREATMENT
NOTE:

1. IF INDICATED, PLACE SS-1 TACK COAT OVER CLEANED EXISTING AC PAVEMENT AND INSTALL TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CHIP SEAL.

2. INSTALL TYPE I OR II SLURRY SEAL.
473
D-03
2024

SUSTAINABLE

STREETSCAPES PROJECT
CONSTRUCTION DETAILS 1
EPW- 23008
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 WITH TYPE 3 MICROSURFACING LEVELING COURSE.
6" PCC MEDIAN CURB ( DRAINAGE AND UTILITY SLOT VIEW)
6" PCC MEDIAN CURB ( TYPICAL)

6. 0
55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB STOP CALTRANS A87AA1- 1 CURB

VARIES PER PLAN
25 PROTECTED CORNER SCALE: NTS
RAISED PAVEMENT 1"
DGACRP
GB

CW CROSSWALKANGLE PER PLAN
VAR
IE
S
P
E
R
P
L
A
N
KP

MARKING VARY PER PLAN
6'
BPS
6"
CALTRANS A87A
A1-1 CURB
6"
1"

WIDTH VARIES PER PLAN
2:
1SLOP 2" E
26 RAISED PAVEMENT 1" NTSRP SCALE:

RAISED PAVEMENT 1"
DGAC

SCORE EXISTING PAVEMENT
RP
AA

SECTION A-A
474
D-04
2024

SUSTAINABLE

STREETSCAPES PROJECT
CONSTRUCTION DETAILS 2
55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Microsoft Corporation © Corporation © 2023 Maxar © Maxar © CNES (2023) Distribution Distribution Airbus DS © DS 2023 Microsoft C orpo ratio n 2023 M axar C N ES 2023 D istribu tio n Airbu s DS 2023 Microso
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ES
2 0
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202
3 M
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2 3
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2 0
2 3
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s
D
S
2023 Microsoft C orpo ration 20 23 M axar CN E S 2023 D istrib ution Airb us DS 2023 Microsof t C orporatio n 202 3 M axar C N ES 20 23 D istribu tio n A i rbus D S
2023Microsoft Corporation 2023MaxarCNES 2023Di
stributionAirbusDS
2023 Microsoft
C o rp orat
ion 202 3 Maxar C N ES 20 23 D ist
ribu t
io n Airbu s D S
2023 Microsoft
Corporation 2 023 M axar CN ES 202 3 Di
strib ution A irb us DS
2023 Microsoft
Co rp oration 2023 Ma xar C N ES 2 023 D i
strib ution A irb us D S
2023 Microsof t Corporation 20 23 M a xa r C N ES 20 23 D istribu tio n Ai rbus D S
2023 Microsoft C o r p o ra ti o n 2 0 2 3 M a x a r C N E S 2 0 2 3 D is t r i b u ti o n A ir b u s D S2023 Microsoft C o r p o r a ti o n 2 0 2 3 M a x a r C N E S 2 0 2 3 Dis t r i b u ti o n A ir b u s D S 2023 Microso ftCorporation 2023 Maxar C N ES 2023 Distribution AirbusDS 2023 Microsoft Co rp oration 20 23 Maxa r C N ES 20 23 D ist ribu t
io n Airbu s D S
2 0
2 3
M
ic
r
o
so
f
t
C
o
r
p
o
ra
t
io
n
2 0
2 3
M
a
x
a
r
CN
E
S
2 0
2 3
D
is
t
rib
u
t
io
n
A
i
rb
u
s
D
S

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

KEY MAP
SEE SHEET 4 FOR

SITE PLAN
41ST
ST.

SAN
P
A
B
LO
A
V
E
L14
L11
L12
L09
L10
L10
L-02
L-03
L-04
L-05
L-06
L07
L07
L08
L13
FY-22 PAVEMENT DELINEATION PLAN
FY-22 KEY MAP
C06 29
JAN 2024
AD
E
L
IN
E
S
T
475
L-01
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

TRIANGLE AREA - KEY MAP
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 14 16
16 18 17
26 33
32 44 39
36±

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024 FY-22 PAVEMENT DELINEATION PLAN
FY-22 DOYLE STREET
C07 29
JAN 2024
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET D-03
PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET D-03.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT ON TOP.

DIG OUT TYPE A. SEE DETAIL 7 SHEET D-03.

NOT USED.

TYPE II SLURRY SEAL ONLY.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
45 T
H
S
T
R
E
E
T
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

1. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT FOR FAILED COVERS TO BE ADJUSTED.

2. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 858 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 620 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 12,391 SF
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
0 3
1 2

DOYLE STREET
1 1
476
L-02
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

TRIANGLE AREA - DOYLE STREET
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS Ø25'±
36 44±
25±
53±
50 19±
13 10
29 13
16 7±

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024 FY-22 PAVEMENT DELINEATION PLAN
FY-22 47TH STREET
C08 29
JAN 2024
47TH STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
DO
Y
L
E
S
T
R
E
E
T
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 1,154 LF
TYPE 3 MICRO SURFACE 5,013 SF

LEVELING COURSE - SF
DIG OUTS TYPE A 934 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 13,657 SF
SEE MATCH LINE SHEET L-02
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
0 4
2 1
1 1
1 1
1 477
L-03
2024

SUSTAINABLE

STREETSCAPES PROJECT
EPW- 23008
TRIANGLE AREA - 47TH & DOYLE
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 37 14± 15
37 28 43
20 58

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024
47TH STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
SA
N
P
A
B
L
O
A
V
E
N
U
E
FY-22 PAVEMENT DELINEATION PLAN
FY-22 47TH STREET
C09 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 1,032 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 1,110 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 22,196 SF
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
0 3
1 478
L-04
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
TRIANGLE AREA - 47TH & SAN PABLO
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 20232023 MicrosoftMicrosoft Corporation © Corporation © 20232023 Maxar ©Maxar © CNES (CNES ( 2023) 2023) Distribution Distribution AirbusAirbus DS © DS 28 27
35±
31±
28 CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024
48TH STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
1 SA
L
E
M
S
T
R
E
E
T
SAN
P
A
B
L
O
A
V
E
N
U
E
FY-22 PAVEMENT DELINEATION PLAN
FY-22 48TH STREET
C10 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 1,120 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 893 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 15,849 SF
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
0 6
SEE MATCH LINE SHEET L-07
479
L-05
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
TRIANGLE AREA - 48TH & SALEM
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 2/27/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 27 27
27±
29±

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024
48TH STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO- SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
48 T
H
S
T
R
E
E
T
53RD STREET
FY-22 PAVEMENT DELINEATION PLAN
FY-22 48TH STREET
C11 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 766 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 532 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 10,643 SF
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
0 5
1 4710
L-06
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
TRIANGLE AREA - 48TH STREET
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 46 46
46 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 35±
46 16±
39 CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024
47TH STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO- SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
SAL
E
M
S
T
R
E
E
T
FY-22 PAVEMENT DELINEATION PLAN
FY- 22 SALEM STREET & 47TH
STREET
C12 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 1,336 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 1,447 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 28,940 SF
SEE MATCH LINE SHEET L-05
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
0 8
1 2
4711
L-07
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
TRIANGLE AREA - SALEM & 47TH
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 46 45
45 CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024
47TH STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
AD
E
L
IN
E
S
T
R
E
E
T
FY-22 PAVEMENT DELINEATION PLAN
FY-22 47TH STREET
C13 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 1,016 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 1,157 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 23,140 SF
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
0 7
1 2
4712
L-08
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
TRIANGLE AREA - 47TH & ADELINE
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS Ø21'±
44 49
47 35±
43 30±

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024
45TH STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
1 SAN
P
A
B
L
O
A
V
E
N
U
E
SA
L
E
M
S
T
R
E
E
T
SEE MATCH LINE SHEET L-11
FY-22 PAVEMENT DELINEATION PLAN
FY-22 45TH STREET
C14 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 956 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 1,098 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 21,964 SF
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
1 0
4713
L-09
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
TRIANGLE AREA - 45TH & SALEM
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS Ø21'±
47 40 47
47 31±
34±
17±
2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 47 47

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024
45TH STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
ESS
E
X
S
T
R
E
E
T
45TH STREET
SEE
M
A
T
C
H
L
IN
E
T
H
IS
S
H
E
E
T
SEE
M
A
T
C
H
L
IN
E
T
H
IS
S
H
E
E
T
ADE
L
IN
E
S
T
R
E
E
T
SEE MATCH LINE SHEET L-12
FY-22 PAVEMENT DELINEATION PLAN
FY-22 45TH STREET
C15 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
0 9

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 1,406 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 1,591 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 31,822 SF
1 2
2 4714
L-10
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
TRIANGLE AREA - 45TH & ESSEX
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 2 0
2 3
M
ic
ro
s
o
f
t
C
o
rp
o
ra
t
io
n
2 0
2 3
M
a
x
a
r
C
N
E
S
2 0
2 3
DistrbuAitrsonbSD
35 35
36 36

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

SALEM STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
SA
L
E
M
S
T
R
E
E
T
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
1 3
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
0 9
FY-22 PAVEMENT DELINEATION PLAN
FY-22 SALEM STREET
C16 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 874 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 783 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 15,660 SF
4715
L-11
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

TRIANGLE AREA - SALEM STREET
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 34 35
35 CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ESSEX STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
1 4
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
1 0
FY-22 PAVEMENT DELINEATION PLAN
FY-22 ESSEX STREET
C17 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 870 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 762 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 15,240 SF
4716
L-12
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

TRIANGLE AREA - ESSEX STREET
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 2/27/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES (2023) Distribution Airbus DS R10
36±
47 39
47 31 46

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024
43RD STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
SA
N
P
A
B
L
O
A
V
E
N
U
E
SEE MATCH LINE SHEET L-11
FY-22 PAVEMENT DELINEATION PLAN
FY-22 43RD STREET
C18 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
1 4

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 1,002 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 1,086 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 21,725 SF
2 1
4717
L-13
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
TRIANGLE AREA - 43RD & SALEM
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS R10'±
35±
47 7±
39 47 38
47 CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

ANNUAL STREET REHABILITATION ANDPREVENTIVE MAINTENANCE
2024COASTLAND | PROJECTFISCAL YEAR 2023/ DCCM
420 Executive Court North, Ste. G
Fairfield, CA 94534
707.702.1961 | coastlandcivil.com
01/ 08/ 2024
43RD STREET
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM.

EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE
VERIFIED IN FIELD. 2
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40.

APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE C. SEE DETAIL 7 SHEET C40.

NOT USED.

TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

EXISTING PAVEMENT TO REMAIN.

SAW CUT LIMIT LINE
AD
E
L
IN
E
S
T
R
E
E
T
SEE MATCH LINE SHEET L-12
ESS
E
X
S
T
R
E
E
T
FY-22 PAVEMENT DELINEATION PLAN
FY-22 43RD STREET
C19 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION.

4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.

SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
1 3

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 698 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 737 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 14,733 SF
2 2
1 4718
L-14
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
TRIANGLE AREA - 43RD & ESSEX
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

KEY MAP
PO
W
E
L
L
S
T
R
E
E
T
L16
L17
FY-22 PAVEMENT DELINEATION PLAN

MARINA KEY MAP
C20 29
JAN 2024
L19
L18

POWELL STREET
4719
L-15
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

MARINA KEY MAP
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS NO PA
R
K
NI
G
NO
PA
R
K
NI
G
NO
PA
R
K
NI
G
NO P
A
R
K
NI
G

63. 3
5 25.30'

66. 3
3 24.
80 104.77

28. 1
5 104.59

27. 8
8 17.53

41.47'

25. 3
8 3.77'

3. 6
5 3.
1 0

2.00'

7. 4
0 2.13'

16. 9
2 7.
7 7

2. 0
0 2.
0 0 2. 6. 00' 5
0 6.0
7 CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

MARINA & RESTAURANT LOT
C21 29
JAN 2024
PO
W
E
L
L
S
T
R
E
E
T
1 CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY.

SEE DETAIL 5 IN SHEET D-03.

LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET D-03. APPLY TYPE

III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT ON TOP.

DIG OUT TYPE A. SEE DETAIL 7 SHEET D-03.

PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET D-03.

TYPE I SLURRY SEAL ONLY.

SAW CUT LIMIT LINE
REMOVE AND REPLACE ASPHALT DIKE TYPE A PER DETAIL A87B CALTRANS STANDARD. MATCH WIDTH AND HEIGHT TO EXISTING AC DIKE.

SEE MATCH LINE SHEET L-17
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS.

4. EXPOSE EDGE OF PAVEMENT BY LANDSCAPING AS NEEDED.
1 SURFACE TREATMENT TO EXISTING PAVING SEAM.

REMOVE (E) WOOD HEADER AND REPAIR CRACK WITH AC PRIOR TO SLURRY SEAL..

REMOVE ( E) PAVER AND FILL WITH REPLACEMENT DGAC PRIOR TO SLURRY SEAL. SEE DIG OUT TYPE A DETAIL.

REMOVE ROOT DAMAGE AND REPLACE ASPHALT DIKE.

CONSTRUCTION NOTES:
2 2
2 3
3 3
3 3
3 1

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 1,648 LF
TYPE 3 MICRO SURFACE 22,461 SF
LEVELING COURSE 1,615 SF
DIG OUTS TYPE A 7,302 SF

PCC VALLEY GUTTER - SF
TYPE I SLURRY SEAL 13,470 42,460 SF
1 4
4 4
4720
L-16
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

MARINA & RESTAURANT LOT
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 21,380
6,000

NOT A DIGOUT,

PLANTER AREA
55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB NO P
A
R
K
NI
G
NOP
A
R
K
IN
G

40.44'

16.22 14.22'

15.00 192.41'

92.48'

74. 4
2 62.16'
30 1
0 79.39'

28.09'

46. 5
7 30
4 6

40.33'
17 4
7 35.
62 20
6 1

27. 6
3 36.
7 9

41. 2
7 15.7
8 32.19'

25. 2
2 CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

MARINA & RESTAURANT LOT
C22 29
JAN 2024
PO
W
E
L
L
S
T
R
E
E
T
SEE MATCH LINE SHEET L-16
1 1
CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY.

SEE DETAIL 5 IN SHEET C40.

LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE

III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT.

DIG OUT TYPE A. SEE DETAIL 7 SHEET C40.

PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET C40.

TYPE I SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

SAW CUT LIMIT LINE
REMOVE AND REPLACE ASPHALT DIKE TYPE A PER DETAIL A87B CALTRANS STANDARD. MATCH WIDTH AND HEIGHT TO EXISTING AC DIKE.

GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS.

4. EXPOSE EDGE OF PAVEMENT BY LANDSCAPING AS NEEDED.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 2,564 LF
TYPE 3 MICRO SURFACE 45,978 SF
LEVELING COURSE 14,113 SF
DIG OUTS TYPE A 9,950 SF
PCC VALLEY GUTTER 164 SF

TYPE I SLURRY SEAL - SF
SURFACE TREATMENT TO EXISTING PAVING SEAM.

PCC VALLEY GUTTER. SEE SHEET C27 FOR GRADING PLAN.

TEMPORARY RELOCATE SHIPPING CONTAINER. COMMUNICATE WITH OWNER AND CITY OF EMERYVILLE PRIOR TO APPLICATION OF SURFACE TREATMENT.

CONSTRUCTION NOTES:
2 2
3 1
3 4721
L-17
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

MARINA & RESTAURANT LOT
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 59,805
13,670
7,170
66,810

BLACK AREAS ARE

NOT DIGOUTS,

PLANTER AREAS
55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 31±
53 35
22 57
22 CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

MARINA PUBLIC LOT
C23 29
JAN 2024

POWELL STREET
SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
1 9
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVING SEAM.

CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY.

SEE DETAIL 5 IN SHEET C40.

LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE

III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT.

DIG OUT TYPE A. SEE DETAIL 7 SHEET C40.

PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET C40.

TYPE I SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

SAW CUT LIMIT LINE
REMOVE AND REPLACE ASPHALT DIKE TYPE A PER DETAIL A87B CALTRANS STANDARD. MATCH WIDTH AND HEIGHT TO EXISTING AC DIKE.

GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS.

4. EXPOSE EDGE OF PAVEMENT BY LANDSCAPING AS NEEDED.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 982 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 1,064 SF

PCC VALLEY GUTTER - SF
TYPE I SLURRY SEAL 21,279 SF
1 1
1 4722
L-18
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

MARINA PUBLIC LOT
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 2/27/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 43±
52 34
54 22
54±
22 56±
42±
41±
22±
57 41
16±

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

MARINA PUBLIC LOT
C24 29
JAN 2024

POWELL STREET
1 SEE
M
A
T
C
H
L
IN
E
S
H
E
E
T
L
1 8
CONSTRUCTION NOTES:
1 SURFACE TREATMENT TO EXISTING PAVING SEAM.

CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY.

SEE DETAIL 5 IN SHEET C40.

LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE

III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT.

DIG OUT TYPE A. SEE DETAIL 7 SHEET C40.

PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET C40.

TYPE I SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

SAW CUT LIMIT LINE
REMOVE AND REPLACE ASPHALT DIKE TYPE A PER DETAIL A87B CALTRANS STANDARD. MATCH WIDTH AND HEIGHT TO EXISTING AC DIKE.

GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS.

4. EXPOSE EDGE OF PAVEMENT BY LANDSCAPING AS NEEDED.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 1,462 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE A 1,744 SF

PCC VALLEY GUTTER - SF
TYPE I SLURRY SEAL 34,888 SF
1 1
1 1
4723
L-19
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

MARINA PUBLIC LOT
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

KEY MAP
POW
ELL
STREE
TL21L22
FY-22 PAVEMENT DELINEATION PLAN

MARINA GRADING KEY MAP
C25 29
JAN 2024
4724
L-20
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

MARINA GRADING KEY MAP
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS NO PA
R
K
NI
G
NO
PA
R
K
NI
G
NO
PA
R
K
NI
G
NO P
A
R
K
NI
G
FG 8.23
FG 8.38
FG 8.38
FG 7.73)
FG 7.50
FG 7.74
FG 7.99
FG 8.34
FG 8.24
FG 7.82)
FG 8.44)
FG 8.70)
FG 8.49)
FG 8.52)
FG 9.02)
FG 9.15)
FG 10.41)
FG 10.10)
FG 10.03)
FG 9.95)(
FG 10.15)
FG 10.32)
FG 10.21)
FG 9.32)
FG 11.54)
FG 11.54)
FG 11.23)(
FG 11.23)

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

MARINA & RESTAURANT LOT

GRADING
C26 29
JAN 2024
PO
W
E
L
L
S
T
R
E
E
T
CONSTRUCTION NOTES:
1 REPLACE EXISTING STORM DRAIN INLET WITH TYPE G3 CURB INLET PER D72B CALTRANS STANDARD AND ADJUST GRADE AS NEEDED.
2 PROTECT EXISTING 8" PVC STORM DRAIN LINE.

SEE MATCH LINE SHEET L-22
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION.

CONSTRUCTION LEGEND:

GRADEBREAK

GRADING LIMIT
4725
L-21
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

MARINA & RESTAURANT LOT GRADING
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB NO P
A
R
K
NI
G
NOP
A
R
K
IN
G
FG 9.32)
FG 9.71)
FG 9.62)
FG 9.58)
FG 9.44)
FG 9.46)( FG 9.67)
FG 8.86
FL 9.10
FG 9.25
FG 9.25
FG 9.73)
FG 9.37)
FG 12.11)
FG 12.22)
FG 11.37)
FG 11.72)
FG 11.17)
FG 10.78)
FG 10.84
FG 11.46
FG 11.52) FG 11.27)(
FG 11.51)
FG 11.66)
FG 11.68
FG 11.75
FG 11.82
FG 11.75
FG 11.19
FG 11.28
FG 11.98
FG 11.76
FG 11.37)
FG 11.27)
FG 11.78)
FG 11.81)
FG 11.58
FG 11.61)
FG 11.35)( FG 10.80)
FG 10.76)
FG 10.99
FG 11.05
FG 11.10
FG 11.44
FG 10.98) FG 11.27 ( FG 11.59)
FG 11.15
FG 11.26
FL 9.01
FL 8.89
FL 8.88
FG 12.07)
FG 11.40)
FG 11.57
FG 9.34)

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

MARINA & RESTAURANT LOT

GRADING
C27 29
JAN 2024
PO
W
E
L
L
S
T
R
E
E
T
CONSTRUCTION LEGEND:

GRADEBREAK

GRADING LIMIT
SEE MATCH LINE SHEET L-21
1 GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION.

CONSTRUCTION NOTES:
1 REPLACE EXISTING STORM DRAIN INLET WITH TYPE G3 CURB INLET PER D72B CALTRANS STANDARD AND ADJUST GRADE AS NEEDED.
2 PROTECT EXISTING 8" PVC STORM DRAIN LINE.
2 4726
L-22
2024

SUSTAINABLE

STREETSCAPES PROJECT
EPW- 23008

MARINA & RESTAURANT LOT GRADING
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES (2023) Distribution Airbus DS FG 14.08)
FG 13.97)
FG 13.79)
FG 13.67)
FG 13.95
FG 14.23
FG 14.18
FG 14.04

21.00'

10.00'

5.50'

5. 5
0 27
0 0

2.00'

2. 0
0 CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

POINT EMERY LANE
1 CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY. SEE DETAIL 5 IN SHEET
2' AC CONFORM. SAWCUT AND PLACE 6" FULL DEPTH REPLACEMENT DGAC PAVEMENT SECTION PER SPECIAL PROVISIONS. PLACE IN TWO LIFTS.

DIG OUT TYPE A. SEE DETAIL 7 SHEET
PCC CROSSWALK SPEED TABLE. SEE DETAIL 4 IN SHEET
TYPE I SLURRY SEAL ONLY.

SAW CUT LIMIT LINE
WHITE THERMOPLASTIC PAINT, 6" WIDTH. STANDARD COLOR AND WIDTH U.O.N. 1 SAN
FRAN
CISCO
B
A
Y
TRA
IL
WEST
FRO
N
TAG
E
RO
A
D

POINT EMERY PAVEMENT DELINEATION PLAN
POINT EMERY & W.

FRONTAGE RD.

C28 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 580 LF
TYPE 3 MICRO SURFACE 10,871 SF

LEVELING COURSE - SF
DIG OUTS TYPE A 544 SF

PCC PAVEMENT - SF

TYPE I SLURRY SEAL - SF
SURFACE TREATMENT TO EXISTING PAVING SEAM.

NOT USED.

CROSSWALK SPEED TABLE. SEE DETAIL 7 IN SHEET
CONSTRUCTION NOTES:
2 3
1 12" WIDE WHITE PAINT

YELLOW PAINT

YELLOW PAINT
3 STOP PAVEMENT MARKING PER
SHEET A24D IN CALTRANS
4727
L-23
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008
POINT EMERY & W. FRONTAGE ROAD
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 D-03
D-03
D-03
D-03
55 10,871
DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40.

LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE

III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT.

DIG OUT TYPE B. SEE DETAIL 7 SHEET C40.

PCC CROSSWALK SPEED TABLE. SEE DETAIL 4 IN SHEET C40.

TYPE II SLURRY SEAL ONLY.

SAW CUT LIMIT LINE.
63RD STREET
HO
L
L
IS
S
T
R
E
E
T
FIRE STATION NO. 35 PAVEMENT DELINEATION PLAN

ALAMEDA COUNTY FIRE

STATION
C29 29
JAN 2024
GENERAL NOTES:

1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD.

2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE.

3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS. 1 NOT USED.

CONSTRUCTION NOTES:

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 300 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF
DIG OUTS TYPE B 7,947 SF

PCC PAVEMENT - SF
TYPE II SLURRY SEAL 3,623 SF
4728
L-24
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

ALAEMDA COUNTY FIRE STATION
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 11,215
7,500
55 B.

DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 2023 Microsoft Corporation © 2023 Maxar © CNES ( 2023) Distribution Airbus DS 10 8
9 7
203.59'
26 7
7 23.40'
65 2
5 44.23'
122.55'

21.77' 24.98'
149.22'

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

AVOID CONSTRUCTION OVER EXISTING TREE WELLS, LIGHT POLE FOUNDATION, AND WHEEL STOPS.
1 CONSTRUCTION LEGEND:

TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY. SEE DETAIL 5 IN SHEET C40.

LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE

III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT.

DIG OUT TYPE A. SEE DETAIL 7 SHEET C40.

PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET C40.

TYPE I SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40.

SAW CUT LIMIT LINE

HAVEN STREET
40 T
H
S
T
R
E
E
T

TOWN HALL PAVEMENT DELINEATION PLAN

TOWN HALL LOT
C30 29
JAN 2024
GENERAL NOTES:

1. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS.

ESTIMATED QUANTITIES THIS SHEET

DESCRIPTION QUANTITY UNIT
CRACK FILL OR CRACK REPAIR 713 LF
TYPE 3 MICRO SURFACE - SF

LEVELING COURSE - SF

DIG OUTS TYPE B - SF

PCC PAVEMENT - SF
TYPE I SLURRY SEAL 22,043 SF
1 4729
L-25
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

TOWN HALL LOT
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB 16 0
0 60.
0 60.
0 60.
0 60.
0 19
8 3
16 0
0 EV
EV

8. 50'
NO
PARK
ING

BESSLE R BESSLE R RBESSLE R BESSLE BESSLE R
BESSLE
R
BESSLE
R
BESSLE

R BESSLE
R
BESSLE
R
BESSLE

R BESSLE
R
BESSLE
R BES
S
LER
BESS
LER
BES
S
LER

BES SLER
BES
S
LER
BES
S
LER

BES SLER

EVNOPARKING

CITY OF EMERYVILLE, CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

SUSTIANABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB
109-3876

TOWN HALL PAVEMENT DELINEATION PLAN

TOWN HALL LOT STRIPING
C31 29
JAN 2024
GENERAL NOTES:

1. TOPOGRAPHIC SURVEY WAS NOT PROVIDED FOR PROJECT SITE. ASSUMED GRADES ARE COMPLIANT.

EXISTING 4'X4'
TREE WELLS. TYP.

E) EVCS

BUS PARKING

CHARGING STATION

CITY OF EMERYVILLE TOWN HALL
EXISTING 87
REDUCTION 20
PROPOSED 67

E) EVCS

VAN ACCESSIBLE STALL
4730
L-26
2024

SUSTAINABLE

STREETSCAPES PROJECT
TITLE
EPW- 23008

TOWN HALL LOT STRIPING
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24

2. INSTALL STRIPING AS SHOWN, PAINT FOR PARKING LINES AND BLUE THERMO FOR HANDICAP STALLS 55 DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB RRR R
RR

SUSTAINABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB 2024

SUSTAINABLE

STREETSCAPES PROJECT
202410002/ 08/
E. Thousand Oaks Blvd., Suite 105
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers. com
65TH STREET
62ND
STREET
SHE
L
LM
O
U
N
D
S
T
R
E
E
T

KEY MAP

SHELLMOUND KEY MAP
27 55
64TH
STREET
63RD
STREET
1" = 100'
L-28
L-29
L-30
C:\
B
o
x
P
r
o
je
c
t
s
C
IE
M
E
E
m
e
r
y
v
i
l
le
C
IE
M
E
2 3
0 5
9 7
0 1
S
h
e
l
lm
o
u
n
d
6 2
n
d
6 5
th
5 E
n
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C
A
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2 S
h
e
e
t
s
1 0
9 3
8 7
6 S
S
t
r
e
e
t
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c
a
p
e
S
T
R
IP
E
S
H
E
L
L
d
w
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Fri
2 3
F
e
b
2 4
1 0
2 1
2 9
A
M
b
y
P
a
t
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ic
k
D
e
G
u
z
m
a
n

SHELLMOUND KEY MAP
L-27
1 ADDED PER ADDENDUM NO. 2 RO 3/5/24
5531
DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB RRRR
R30 (CA)
BUS STOP R30 (CA) R2-1-25 D11-1
R30 (CA) G20-2
R30 (CA)
W10 - 3W48-( CA)(3)
R30 (CA)
1R2-D11-
1-25 (CA)
R30(CA)

EDGE OF ROADWAY ( E) CURB AND GUTTER

EDGE OF ROADWAY

E) CURB AND GUTTER
6'
11 11

5. 5
2'
12 6'
11 11
10 6.
5 6'
10 11
9'
6'
7'
11 11

6. 5
2'
3'
DIAGONAL @ 10' SPACING
3 12
9 10 7
1 4' 3
9 3' 8
9 8'
2 10' 8
L=48';W=4'
L=42';W=4'
11 12
13 14
15 L=25';W=4.5'
3 @ 5' SPACING
4 @ 5' SPACING
10' SPACING BETWEEN STRIPES
L=95';W=5.5'
10' SPACING

EX DWY

EX DWY
3 @ 5' SPACING
3 @ 5' SPACING
9' 7
8 5152 15
0 4
4 8
15 9
9 15
4 18
9 CW

TYPE VII (L)

TYPE IV(R)
SHLMD" LINE
X3

CHEVRON
10' SPACING TYPE IV (R)

TYPE VII(L)
10' SPACING
2'
1 18
7 4
4 15
2'
6'
5 4
5'
9 7
5'
68' 150'
31'
8 14
3 11

DETAIL B

DETAIL C
5' FROM MEDIAN

TYPE II SLURRY LIMITS
BL
PM
PM
27B
1 2
PM
2 A
A
S1-01
BPS
LL

BIKE BOX
39 22
BL
KP
PM
GB2
S1
38A
38A
KP KP
SSC
BL
BS
KP
KP
BS
WM
BS
WM
37B
KP
BS
GB1
BS
WM
22 WM
GB1
BS
KP
PT
PM
LL
39 41
2'
L=10';W=12'
LL
S1
RM
RM
RM

DIAGONAL
BL

RR XING
37'

CENTERED BETWEEN

DIAGONAL AND ISLAND
RMR30( CA)
RMR30( CA)
RMD11- 1
ISR81( CA)
RMR30( CA)
1IP R3-7R RM D11-
RM R2-1(25)
IP W17-1
W13-1P(15)
IPW84( CA)
RM W10-3
IS W10-2
S1-02
S1-03
S1-04
S1-05
S1-06
S1-07
S1-08
10'
BD
27B
BL
39 DIAGONAL
10' SPACING
38A

GENERAL NOTES

1. ROADSIDE SIGNS, PAVEMENT DELINEATION ( STRIPING), MARKINGS, AND MARKERS MUST CONFORM WITH

THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND AND SPECIFICATIONS, AND THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL ( CA-MUTCD).

2. STRIPING MUST BE 2 APPLICATIONS FOR A TOTAL OF 4-COATS OF PAINT, UNLESS OTHERWISE NOTED.

3. CONTRACTOR MUST REMOVE ALL EXISTING STRIPING AND PAVEMENT MARKINGS WHICH CONFLICT WITH NEW WORK SHOWN ON THE PLANS. WET SANDBLASTING MUST BE USED FOR REMOVALS. AREAS FOR PAVEMENT MARKING LEGEND AND ARROWS SHALL BE RECTANGULAR. NOT ALL REMOVALS NOTED.

4. CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK MUST BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

5. LANE WIDTH SHOWN ON THE PLAN ARE DIMENSIONED FROM CURB FLOW LINE TO CENTER OF STRIPE.

6. STRIPING MUST BE "CAT TRACKED" AND FIELD MATCHED FOR REVIEW AND APPROVAL BY CITY ENGINEER PRIOR TO FINAL SIGN AND STRIPING INSTALLATION.

7. THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING WORK ONLY.

8. TRAFFIC STRIPING AND MARKING IS PROHIBITED ON CONCRETE RAILROAD CROSSING SURFACES.

9. AVOID PLACING PARKING TEES AT DRIVE WAY ENTRANCES. CONTRACTOR TO VERIFY IN FIELD DRIVEWAY OPENINGS AND FIRE HYDRANT LOCATIONS.

10. STALLS ARE 22'X7' , UON. ONE STALL IS SHOWN WITH DIMENSION AS 20'X7'.

11. PARKING SIGNAGE SOUTH OF 65TH ST AND NORTH OF STA 15+28 ON THE WEST SIDE OF SHELLMOUND SHALL BE REMOVED. CONTRACTOR TO VERIFY IN FIELD EXISTING PARKING SIGNAGE TO BE REMOVED.

12. PARKING SIGNAGE SOUTH OF 65TH ST, AND NORTH OF 64TH ST ON THE EAST SIDE OF SHELLMOUND SHALL BE REMOVED. CONTRACTOR TO VERIFY IN FIELD EXISTING PARKING SIGNAGE TO BE REMOVED.

13. CONTRACTOR SHALL ADD NEW DETAIL 27B RIGHT EDGE LINES NEXT TO 2' MEDIANS

14. INSTALLATION OF NEW YIELD LINES IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND ENGINEERING DRAWINGS.

15. ALL BIKE PAVEMENT MARKINGS ARE PREFORM.

16. CONTRACTOR SHALL REMOVE ANY SIGN POSTS IN WHICH SIGN REMOVALS CAUSE THERE TO BE NO REMAINING SIGNS.

LEGEND

INSTALL STRIPING DETAIL NUMBER ( CALTRANS)
INSTALL 12" WIDE WHITE LIMIT LINE

SX-X SIGN IDENTIFICATION NUMBER
INSTALL 4" WHITE PARKING TICKS W/ 1' LEGS

INSTALL BIKE LANE ARROW AND SYMBOL WITH PERSON
INSTALL CONFLICT ZONE GREEN BIKE LANE PER DETAIL 6 ON
SHEET 36. DIMENSIONS AS NOTED.

INSTALL BIKE WITH ARROW SYMBOL ON GREEN BASE PER
DETAIL ON SHEET 37

INSTALL WHITE REFLECTIVE PAVEMENT MARKING ON TOP AND

FACE OF CURB PER DETAIL A

INSTALL PAVEMENT MARKING AS SHOWN
INSTALL K72 MARKER POST AS NOTED. SEE DETAIL 19 ON SHEET 37.

INSTALL GREEN BIKE LANE SHARROW PER DETAIL 14 ON
SHEET 36
INSTALL CONTINENTAL CROSSWALK PER DETAIL 4 ON SHEET 35
S1
PT
CW
KP
PM
WM
BPS
GB1
BS
LL
XX
GB2 INSTALL GREEN BIKE LANE DIMENSIONS AS NOTED.

INSTALL 4" DIAGONAL OR CHEVRON STRIPING. SPACING AS NOTED.

INSTALL 6" PCC MEDIAN WITH 2' CURB CUTS @ 20' SPACING. WIDTH AS NOTED.

SEE DETAIL A ON SHEET L-28 AND DETAIL 1 ON SHEET D-03.
1 INSTALL CHANNELIZING CONCRETE ISLAND.

SEE DETAIL B/C ON SHEET L-28
SSC
BL
INSTALL SLOTTED SPEED CUSHION PER DETAIL 1 ON SHEET 35
2 BOXQB INSTALL TWO-STAGE TURN QUEUE
BD

MARKINGSRM REMOVE CONFLICTING STRIPING AND

BIKE BOX INSTALL BIKE BOX, INCLUDING HELMETED BIKE SYMBOL AS SHOWN

INSTALL BIKE DETECTION PAVEMENT MARKING PER CA MUTCD,
FIGURE 9C-7

REMOVE SIGN

RELOCATE SIGN

INSTALL SIGN

USE EXISTING SIGN

REPLACE SIGN (INCLUDES REMOVE)

INSTALL SIGN AND NEW POST

ROADSIDE SIGN
RL
RP
RM
IP
IS

SUSTAINABLE STREETSCAPE PLANS
C
1- 800227- 2600
O
A
LL
FE
G
OYER
IDUB 2024

SUSTAINABLE

STREETSCAPES PROJECT
202410002/ 08/
E. Thousand Oaks Blvd., Suite 105
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers. com
SHELLMOUND (65TH - 64TH)
28 55

SHELLMOUND STREET
65T
H
S
T
R
E
E
T SE
E
M
A
T
C
H
L
IN
E
S
H
E
E
T
2 9

BIKE LANE ARROW

BIKE LANE WITH PERSON

TYPE VII (L) ARROW

YIELD MARKING

ROADWAY SIGNS
WHITE THERMOPLASTIC PAINT, 6"
WIDTH. STANDARD COLOR AND
WIDTH U.O.N.

ISLAND PAVEMENT MARKING WITH

RETROREFLECTIVE MARKER AND

CHEVRON

DETAIL A

TYPICAL CONCRETE ISLAND
5'

MEDIAN NOSE, TRAFFIC SIDE,
AND 5' BIKE LANE SIDE

WHITE REFLECTIVE PAVEMENT

MARKING ON TOP AND FACE OF CURB

TRAFFIC SIDE

BIKE LANE
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
RR
22'
Exist. DETAIL 39A W/GREEN CONFLICT MARKING
Exist. DETAIL 38 Exist. DETAIL 22
Exist. LIMIT LINE
Exist. DETAIL 27B
Exist. CROSSWALK
Exist. DETAIL 22
Exist. DETAIL 27B
Exist. CROSSWALK
1" = 20'
22'
CURB CUT O.C.

DETAIL 27B RIGHT EDGE STRIPE
1'
2'*
NOTE: WIDTH VARIES
3', ADJACENT TO PARKING, NO DETAIL 27B
2', ADJACENT TO TRAVELED WAY WITH DETAIL 27B
3 K72 SPACED 5' O.C.

STATION AND OFFSET

CALLS OUT ECR OF ISLAND
AND BEGIN A1-6 CURB
10 6'
7'
10'
1'

DETAIL B

CHANNELIZING CONCRETE ISLAND
22'
CURB CUT O.C.
3 K72 SPACED 5' O.C.
3'
10 1'

DETAIL C

CHANNELIZING CONCRETE ISLAND
6' 11' 11'
2' BUFFER w/K72

5.5' 12'

LANEBIKE TRAVELED WAYTRAVELED WAY RIGHT TURN
LANE
BIKE
LANE

SECTION A-A
STATION 12+39
6'
SIDE
WALK
6'
SIDE
WALK

R/W R/W
SHLMD" LINE
Beg B1-6 CURB

4.25'
Exist. DETAIL 22
10'
4'
1'
R5'
R5'
R2'
STRIPING LEGEND:

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SHELLMOUND ( 65TH - 64TH) L-28
TYPE II SLURRY LIMITS ( 56,000 SF WITH 3,000 LF CRACK FILL/REPAIR AND 500 SF DIGOUTS - TYPE C) 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24
5532
DocuSign 4F1224BAEE5DDocusign Envelope Envelope ID: ID: DE95FD4C- 0161908F- 3159- C6BB-4861- 4046-8C70- AA29-50F74D51EBDB R30 (CA)
R2-1-25
R30 (CA)
R81 (CA)
W11-2
R26(S) (CA)
R1-1
R26 (CA)
R30(CA)

CUSTOME
R30(CA)
R2-1-25
R30(CA) G27-2(CA)
M6-3
D11-1
R30(CA) CUSTOME R26(CA)

EDGE OF ROADWAY ( E) CURB AND GUTTER

EDGE OF ROADWAY ( E)

CURB AND GUTTER

EDGE OF ROADWAY

E) CURB AND GUTTER
6'
11 11

6. 5
2'
3'
6'
11 11
2'
3'
6'
11 11
2'
3'

6. 5
11 2' 6.
5 2'
11 FUTURE SIDEWALK
16 17
18 19
20 L=56';W=4'

EX DWY

EX DWY
L=40';W=4'
L=58';W=6'
3' 3
9 3 @ 5' SPACING
1' 4
7 14 6
1 1
3 15
7 2
15 3
9 15
8 4
15 2 15 3
6 15 6
3 15 3
TYP.VII(L)
4'
22'
7'
7'

6. 5
22'
2'

3. 5

6. 5
11 2

3. 5

6. 5
2'
11 4'
1 1
1 1
27B
C
C

6. 5
7'
3 @ 5' SPACING
3 @ 5' SPACING
3 @ 5' SPACING
3' 3
3 + 3
3 15
3 15
9 8 15
3 5
8 10 KP
BS
GB1
WM
22 BS
WM
PT BS
GB1
KP
BS
PT
WM
WM
22 BS
PM
BS
41 CW
CW
GB1
27B
KP
27B
BS
KP
PMA
BS
22 WM
WM
27B
27B
27BPM
LL
LL
39 KP

5. 5
RMD11- 1
ISR81( CA)
RMW11- 2
1ISW1-ISR1- 3
RMR2- 1(25)
IS R2-1(25)
RM D11- 1
IS R81(CA)
IP W73A( CA)
S2-06
S2-01
S2-02
S2-03
S2-04
S2-05
L=10';W=4'
QB

4. 5
B
B

TYPE II SLURRY LIMITS