HomeMy WebLinkAboutM2022-0059 - Misc (6)80' ADA GANGWAY
PROPERTY LINE
6057938.6510, 2171797.7000
LIMIT OF LAND SIDE
EXCAVATION
PROPOSED BULKHEAD
WALL ALIGNMENT
TEMPORARY SHORING
(IF REQUIRED)
GRADE AND COMPACT SLOPE AND
PLACE GEOTEXTILE FILTER FABRIC AND
ARMOR ROCK PER SECTION CALLOUTS.
2H:1V SLOPE
ROCK REVETMENT
EXISTING FACE OF
SEAWALL TO BE
DEMOLISH
PROPOSED
FLOATING DOCK
EXPANSION
BULKHEAD LINE
2'
WALL
OFFSET
Ø6'
DSM COLUMN
(TYPICAL)
4'
DSM SPACING
(TYPICAL)
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SCALE IN FEET
0 10'-0" 20'-0"
N
No. Description Date
Sheet No.
Project Number:
Engineer of Record:
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
AND SEALED USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
Use of Proposals and Designs
Designs, sketches, specifications, and/or proposals
("Designs") prepared by Keller North America ("KNA")
and/or it's employees have been prepared for exclusive
use by KNA and based upon, and in anticipation of, KNA
performing the work called for in such Designs. KNA
makes no warranties or guarantees as to the suitability of
the Design for use by others. The Designs are subject to
protection under the Copyright Act of 1976 and
Architectural Works Copyright Protection Act of 1990.
Use, control, reproduction, publication, or dissemination
of such Designs without the prior written consent of an
authorized representative of KNA is strictly prohibited.
KNA is, and shall continue to be, the sole owner of the
Designs.
Date:
Cr
e
a
t
e
d
B
y
:
Drawn by:
Design by:
Checked by:
Approved by:
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16121145 06/19/2023
Jim Gingery
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17461 DERIAN AVENUE
SUITE 106
IRVINE, CA 92614
909-393-9300
California
0 FOR REVIEW 05/10/2023
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REGISTER E D P RO FESSIONAL
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EOTECHN I C A L
EXPIRES: 12/31/2023
KNA-2
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LEGEND:
Ø6' DEEP SOIL MIX COLUMN (DSM).
INSTALL 30.5' FROM THE EXISTING GROUND SURFACE EL. 10.5'
Ø6' DEEP SOIL MIX COLUMN (DSM).
INSTALL 18' FROM THE EXISTING GROUND SURFACE EL. 10.5'
1 AS-BUILT 06/19/2023
1
Atwell, Lauren
From:Grace Bowman <Bowman@PowerEngConstruction.com>
Sent:Wednesday, August 30, 2023 9:11 AM
To:Atwell, Lauren; Josh Westling
Cc:Scott Williams; Joe Macias; Holcomb, Jerry
Subject:RE: Balboa Marina - Bulkhead Wall Footing Pour #2
CAUTION: This email originated from outside of the organiza on.
Hi Lauren,
Please see photo of dowels installed for foo ng pour #2:
Thank you,
Grace Bowman
Project Engineer
cell: (831) 818-9168
4
4
EJ
From: Grace Bowman <Bowman@PowerEngConstruc on.com>
Sent: Tuesday, November 28, 2023 9:26 AM
To: Atwell, Lauren; Josh Westling
Cc: Sco0 Williams; Joe Macias; Holcomb, Jerry
Subject: RE: Balboa Marina - Bulkhead Wall Foo ng Pour #3
CAUTION: This email originated from outside of the organiza on.
Hi Lauren,
I am compiling all stem wall reports/inspec ons and no ced Foo ng Pour #3 correc on photos never
went through, so we have not received this M&N report. Please see photos below for addressed
comments. Please confirm if you have received these photos.
Thanks,
Grace Bowman
Project Engineer
cell: (831) 818-9168
_________________________________________
Power Engineering Construction Co.
1501 Viking Street, Suite 200, Alameda, CA 94501
From: Atwell, Lauren <latwell@moffattnichol.com>
Sent: Tuesday, September 12, 2023 1:51 PM
To: Grace Bowman <Bowman@PowerEngConstruction.com>; Josh Westling <josh@westlingcm.com>
Cc: Scott Williams <Williams@PowerEngConstruction.com>; Joe Macias
<macias@PowerEngConstruction.com>; Holcomb, Jerry <jholcomb@moffattnichol.com>
Subject: Balboa Marina - Bulkhead Wall Footing Pour #3
Hi All,
Following-up from my site visit this morning to inspect rebar in the Bulkhead Wall Foo ng prior to
concrete foo ng Pour #3. The rebar arrangement looked adequate for the segment I observed (approx..
STA -0+20 to STA 0+42.92). The concrete pour may con nue as planned given the notes below are
addressed.
4
4
EJ
80' ADA GANGWAY
PROPERTY LINE
6057938.6510, 2171797.7000
LIMIT OF LAND SIDE
EXCAVATION
PROPOSED BULKHEAD
WALL ALIGNMENT
TEMPORARY SHORING
(IF REQUIRED)
GRADE AND COMPACT SLOPE AND
PLACE GEOTEXTILE FILTER FABRIC AND
ARMOR ROCK PER SECTION CALLOUTS.
2H:1V SLOPE
ROCK REVETMENT
EXISTING FACE OF
SEAWALL TO BE
DEMOLISH
PROPOSED
FLOATING DOCK
EXPANSION
BULKHEAD LINE
2'
WALL
OFFSET
Ø6'
DSM COLUMN
(TYPICAL)
4'
DSM SPACING
(TYPICAL)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
SCALE IN FEET
0 10'-0"20'-0"
N
No.Description Date
Sheet No.
Project Number:
Engineer of Record:
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
AND SEALED USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
Use of Proposals and Designs
Designs, sketches, specifications, and/or proposals
("Designs") prepared by Keller North America ("KNA")
and/or it's employees have been prepared for exclusive
use by KNA and based upon, and in anticipation of, KNA
performing the work called for in such Designs. KNA
makes no warranties or guarantees as to the suitability of
the Design for use by others. The Designs are subject to
protection under the Copyright Act of 1976 and
Architectural Works Copyright Protection Act of 1990.
Use, control, reproduction, publication, or dissemination
of such Designs without the prior written consent of an
authorized representative of KNA is strictly prohibited.
KNA is, and shall continue to be, the sole owner of the
Designs.
Date:
Cr
e
a
t
e
d
B
y
:
Drawn by:
Design by:
Checked by:
Approved by:
1"
0"
1"
1/
2
"
BA
L
B
O
A
M
A
R
I
N
A
E
X
P
A
N
S
I
O
N
20
1
E
C
O
A
S
T
H
W
Y
N
E
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
16121145 06/19/2023
Jim Gingery
Fi
r
s
t
I
n
t
i
a
l
L
a
s
t
N
a
m
e
JRGMM
JRGSPB
17461 DERIAN AVENUE
SUITE 106
IRVINE, CA 92614
909-393-9300
California
0 FOR REVIEW 05/10/2023
C:
\
U
s
e
r
s
\
J
o
h
n
.
I
n
t
r
i
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www.Keller-na.com
TA
S
T N
LFEOCA RFIO
AI
JAM E S R .GIN
G
E
R
Y
REGISTER E D P RO FESSIONAL
E
N
G
I
N
E
ER
G
EOTECHN I C A L
EXPIRES: 12/31/2023
KNA-2
DS
M
L
A
Y
O
U
T
LEGEND:
Ø6' DEEP SOIL MIX COLUMN (DSM).
INSTALL 30.5' FROM THE EXISTING GROUND SURFACE EL. 10.5'
Ø6' DEEP SOIL MIX COLUMN (DSM).
INSTALL 18' FROM THE EXISTING GROUND SURFACE EL. 10.5'
1 AS-BUILT 06/19/2023
4
4
EJ
1
Atwell, Lauren
From:Scott Williams <Williams@PowerEngConstruction.com>
Sent:Sunday, November 12, 2023 8:25 AM
To:Atwell, Lauren; Joe Macias
Cc:Grace Bowman; Holcomb, Jerry
Subject:RE: Bulkhead Wall Stem Pour #4 & Footing Pour #5
Attachments:IMG_9311.JPG; IMG_9308.JPG
CAUTION: This email originated from outside of the organiza on.
Lauren,
Please see photos for the two wall pours that is scheduled for tomorrow at noon. Note we were not able to complete
the foo ng yesterday, thus we will finish it tomorrow as we have move the foo ng pour to Tuesday. I will send you
foo ng pictures tomorrow a!ernoon once we complete that installa on.
Scott Williams
Project Manager
cell: (510) 332-7692
office: (510) 337-3800
fax: (510) 337-3808
www.PowerEngConstruction.com
_________________________________________
Power Engineering Construction Co.
1501 Viking Street, Suite 200, Alameda, CA 94501
From: Atwell, Lauren <latwell@moffattnichol.com>
Sent: Friday, November 10, 2023 9:46 AM
To: Joe Macias <macias@PowerEngConstruction.com>
Cc: Scott Williams <Williams@PowerEngConstruction.com>; Grace Bowman <Bowman@PowerEngConstruction.com>;
Holcomb, Jerry <jholcomb@moffattnichol.com>
Subject: Bulkhead Wall Stem Pour #4 & Footing Pour #5
Hi All,
Following-up from my site visit yesterday to inspect rebar in the Bulkhead Wall Stem Pour #4 on the south end. The
rebar arrangement looked adequate for the segment observed (approx. STA 0+84.92 to STA 1+34.96). The concrete pour
may con nue as planned given the minor notes below are addressed.
1. Please ensure proper spacing of anodes throughout the stem wall.
4
4
EJ
1
Atwell, Lauren
From:Scott Williams <Williams@PowerEngConstruction.com>
Sent:Sunday, November 12, 2023 8:25 AM
To:Atwell, Lauren; Joe Macias
Cc:Grace Bowman; Holcomb, Jerry
Subject:RE: Bulkhead Wall Stem Pour #4 & Footing Pour #5
Attachments:IMG_9311.JPG; IMG_9308.JPG
CAUTION: This email originated from outside of the organiza on.
Lauren,
Please see photos for the two wall pours that is scheduled for tomorrow at noon. Note we were not able to complete
the foo ng yesterday, thus we will finish it tomorrow as we have move the foo ng pour to Tuesday. I will send you
foo ng pictures tomorrow a!ernoon once we complete that installa on.
Scott Williams
Project Manager
cell: (510) 332-7692
office: (510) 337-3800
fax: (510) 337-3808
www.PowerEngConstruction.com
_________________________________________
Power Engineering Construction Co.
1501 Viking Street, Suite 200, Alameda, CA 94501
From: Atwell, Lauren <latwell@moffattnichol.com>
Sent: Friday, November 10, 2023 9:46 AM
To: Joe Macias <macias@PowerEngConstruction.com>
Cc: Scott Williams <Williams@PowerEngConstruction.com>; Grace Bowman <Bowman@PowerEngConstruction.com>;
Holcomb, Jerry <jholcomb@moffattnichol.com>
Subject: Bulkhead Wall Stem Pour #4 & Footing Pour #5
Hi All,
Following-up from my site visit yesterday to inspect rebar in the Bulkhead Wall Stem Pour #4 on the south end. The
rebar arrangement looked adequate for the segment observed (approx. STA 0+84.92 to STA 1+34.96). The concrete pour
may con nue as planned given the minor notes below are addressed.
1. Please ensure proper spacing of anodes throughout the stem wall.
4
4
EJ
From: Scott Williams <Williams@PowerEngConstruction.com>
Sent: Monday, November 27, 2023 7:59 AM
To: Holcomb, Jerry
Cc: Joe Macias; Atwell, Lauren
Subject: RE: Wall rebar
Attachments: IMG_9594.JPG; IMG_9593.JPG; IMG_9591.JPG; IMG_9596.JPG
Jerry,
It looks like this email might not have gone through last week due to the size, so I had to delete the
below pictures. Please let me know if you received this email. Also, below is what I sent in my original
email to you:
Please see attached pictures of both the foam injection and the wall that is 2.25” +/- off the existing wall
under the cap – note our formwork is still at that location and we are actually working on getting it out.
The foam injection is working out really good. The footing is currently done and we are working on the
wall.
Let me know if you have any questions on either one of these items, thanks.
Scott Williams
Project Manager
cell: (510) 332-7692
office: (510) 337-3800
fax: (510) 337-3808
www.PowerEngConstruction.com
_________________________________________
Power Engineering Construction Co.
1501 Viking Street, Suite 200, Alameda, CA 94501
From: Holcomb, Jerry <jholcomb@moffattnichol.com>
Sent: Saturday, November 18, 2023 1:35 PM
To: Scott Williams <Williams@PowerEngConstruction.com>
Cc: Joe Macias <macias@PowerEngConstruction.com>; Atwell, Lauren <latwell@moffattnichol.com>
Subject: Re: Wall rebar
Scott,
Are there any additional pictures below the existing wall cap? The same gap should be maintained, so
the form work should make a 90 deg turn to go under cap. Let me know if you have any questions.
Jerry Holcomb
Get Outlook for iOS
From: Scott Williams <Williams@PowerEngConstruction.com>
Sent: Saturday, November 18, 2023 7:57:20 AM
To: Holcomb, Jerry <jholcomb@moffattnichol.com>
Cc: Joe Macias <macias@PowerEngConstruction.com>; Atwell, Lauren <latwell@moffattnichol.com>
Subject: RE: Wall rebar
Jerry,
Please see the attached pictures for the last 2 wall pours from 11/17/23.
Scott Williams
Project Manager
cell: (510) 332-7692
office: (510) 337-3800
fax: (510) 337-3808
www.PowerEngConstruction.com
_________________________________________
Power Engineering Construction Co.
1501 Viking Street, Suite 200, Alameda, CA 94501
From: Holcomb, Jerry <jholcomb@moffattnichol.com>
Sent: Thursday, November 16, 2023 9:35 PM
To: Joe Macias <macias@PowerEngConstruction.com>; Atwell, Lauren <latwell@moffattnichol.com>
Cc: Scott Williams <Williams@PowerEngConstruction.com>
Subject: RE: Wall rebar
Hi All,