B08_Attachment_2_Drawings_255011A.pdf
PDF 3 MB Posted
- Attached to
- SAFR - REPLACE RETAINING WALL BOCCE-VAN NESS Federal contract opportunity
- Solicitation number
- 140P8525R0009
About this file
These documents are construction drawings for the Van Ness Avenue Retaining Wall Project at the San Francisco Maritime National Historic Park. The project involves replacing an existing wooden retaining wall with a new concrete retaining wall, including associated site work such as removing existing sidewalks, planting beds, and site features. Key technical details include:
The design calls for driven steel H-piles (W6x12), timber lagging, a new concrete retaining wall with reinforced concrete sections, and associated landscaping. The project scope includes removing existing benches, trash cans, and an existing shed, installing approximately 215 linear feet of temporary chain link fence for construction access, and creating new planting beds with decomposed granite surfacing. The project will maintain traffic flow on the northbound one-way lane and requires careful coordination to minimize disruption to the park's operations. Structural elements will be designed to meet California Building Code 2019 standards, with specific requirements for concrete strength, reinforcement, and earth pressure considerations.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B08_Attachment_9_RFI_Responses_0005.pdf | ||
| B08_Attachment_10_Geotechnical_Report_0005.pdf | ||
| Sol_140P8525R0009_Amd_0005.pdf | ||
| Sol_140P8525R0009_Amd_0004.pdf | ||
| Sol_140P8525R0009_Amd_0003.pdf | ||
| B08_Attachment_8_Site_Visit_Sign-In_Sheet_0002.pdf | ||
| Sol_140P8525R0009_Amd_0002.pdf | ||
| Sol_140P8525R0009_Amd_0001.pdf | ||
| Sol_140P8525R0009.pdf | ||
| B08_Attachment_1__Specifications_(255011A).pdf | ||
| B08_Attachment_3_Structural_Calculations.PDF | ||
| B08_Attachment_7_Construction_Contract_Administration.pdf | ||
| B08_Attachment_4_WD_CA20250007.pdf | ||
| B08_Attachment_5_LmtOnSubconRpt.xlsx | XLSX spreadsheet | |
| B08_Attachment_6_Fence_Replacement_Design.pdf |
Show all 15
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SAN FRANCISCO MARITIME NATIONAL HISTORIC PARK
VAN NESS AVENUE RETAINING WALL
PROJECT
LOCATION
1/9/2024
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PROJECT LOCATION
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A/E FIRM CIVIL: DCG, INC. SEATTLE, WA
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SCALE OF MILES
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SCALE OF KILOMETERS
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BASIC DATA:
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STATE
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NATIONAL PARK SERVICE
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DENVER SERVICE CENTER
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REGION
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COUNTY
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN PARK
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NAME OF PARK
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TITLE OF DRAWING
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VAN NESS AVENUE RETAINING WALL
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BOCCE BALL COURTS
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SAN FRANCISCO
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CA
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CONSTRUCTION DOCUMENTS
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PROJ. NO. 255011B
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OF
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PKG.
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NO.
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SHEET
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DRAWING NO.
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SAN FRANCISCO MARITIME NATIONAL HISTORIC PARK
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PACIFIC WEST
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CENTRAL
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CALIFORNIA
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USGS TOPO MAP 1976; PARK MINI FOLDER; REVISED & REDRAWN 6/94. UPDATED 11/98. SG
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SHEET NO.
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SUB SHEET NO.
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DRAWING SHEET DESCRIPTION
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COVER SHEET
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SURVEY CONTROL & EXISTING SITE PLAN
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DEMOLITION PLAN
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GENERAL NOTES LEGEND & ABBREVIATIONS
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SITE AND GRADING PLAN
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CIVIL DETAILS
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GENERAL NOTES STRUCTURAL
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EXCAVATION PLAN
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STRUCTURAL PLAN
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DETAILS STRUCTURAL
BO
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E BALL C
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C
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E BALL C
O U
R T
EXISTING
SHED
BUILDING WALL
WHITE PAINT LINE AND RED FLAGS
(UNKNOWN ORIGIN)
CONCRETE CURB
FOR PLANTER
OSW
GATE
EV
EV
STEEL PLATES
IN CONCRETE SIDEWALK
WOODEN RETAINING WALL
TRASH
CAN
BEN
C
H
BEN
C H
BEN
C
H
TRASH CAN
CONCRETE
SIDEWALK
EXISTING
PLANTNG BED
EXISTING
PLANTNG BED
ASPHALT
PAVING
EXISTING
PLANTNG BED
ASPHALT
PAVING
ASPH
ALT/D
G W
ALKW
AY
DG SURFACING
2/8/2024
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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DRAWING NO.
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OF
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TITLE OF SHEET
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SURVEY CONTROL &
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EXISTING SITE PLAN
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E. DAVIDO
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L. ABEN
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VAN NESS AVENUE RETAINING WALL
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SAN FRANCISCO MARITIME NATIONAL HISTORIC PARK
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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SCALE OF FEET
1" = 10'
BO
C
C
E BALL C
O U
R T
BO
C
C
E BALL C
O U
R T
EXISTING
SHED
BUILDING WALL
WHITE PAINT LINE AND RED FLAGS
(UNKNOWN ORIGIN)
CONCRETE CURB
FOR PLANTER
OSW
GATE
EV
EV
STEEL PLATES
IN CONCRETE SIDEWALK
WOODEN RETAINING WALL
TRASH
CAN
BEN
C
H
BEN
C H
BEN
C
H
TRASH CAN
CONCRETE
SIDEWALK
EXISTING
PLANTNG BED
EXISTING
PLANTNG BED
ASPHALT
PAVING
EXISTING
PLANTNG BED
ASPHALT
PAVING
ASPH
ALT/D
G W
ALKW
AY
DG SURFACING
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
KEY NOTES:
KEY NOTE: DETAIL/
SHEET
REMOVE EXISTING BENCHES -
REMOVE AND REINSTALL
EXISTING (2) TRASH CAN. MOUNT
CAN TO CONCRETE WALKWAY
OR 6" THICK CONCRETE SLAB
EXTENDING 6" BEYOND EDGES
OF CAN
REMOVE TREES (TYP) -
REMOVE EXISTING SHED AND
EXISTING FOUNDATIONS -
EXISTING WOOD LAGGING AND
PILES TO REMAIN AND NEW
CONCRETE RETAINING WALL
POURED IN FRONT OF EXISTING
WALL
S03
REMOVE EXISTING BENCHES ON
WOOD WALL -
EXISTING WOOD LAGGING,
FENCING, AND PILES TO BE
REMOVED
EXISTING WALL TO REMAIN -
SAWCUT AND REMOVE OUTER
ROW OF CONCRETE SIDEWALK
APPROXIMATELY 36" WIDE
CONFIRM EXISTING ELECTRICAL
SUPPLY TO SHED AND
DECOMMISSION IF ACTIVE
INSTALL APPROX 215 LF
TEMPORARY CHAIN LINK FENCE
FOR CONSTRUCTION ACCESS
AND STAGING AREA.
CONTRACTOR SHALL KEEP
NORTHBOUND ONE-WAY LANE
OF TRAFFIC OPEN AT ALL TIMES
REMOVE EXISTING ASPHALT AND
PLANTING BED SURFACING,
DEPTH AS NECESSARY FOR NEW
PLANTING BED
G/C02
REMOVE EXISTING SOIL AND
VEGETATION, DEPTH AS
NECESSARY FOR NEW PLANTING
BED
F/C02
REMOVE EXISTING PAVEMENT
AND DG SURFACING.
CONTRACTOR TO PREPARE
SUBGRADE PER SPEC SEC 31 23
00 FOR INSTALLATION OF NEW
CONCRETE WALKWAY
REMOVE EXISTING SOIL AND
VEGETATION. CONTRACTOR TO
PREPARE SUBGRADE PER SPEC
SEC 31 23 00 FOR INSTALLATION
OF NEW DG SURFACING
REMOVE EXISTING DG
SURFACING. DG CAN BE
RECYCLED IF SPEC SEC 32 94 19
IS MET. CONTRACTOR TO
PREPARE SUBGRADE PER SPEC
SEC 31 23 00 FOR INSTALLATION
OF NEW/REUSED DG SURFACING
6'
77.6'
25.2'
43.8'
LEGEND
WATER LINE, EXISTING
WATER LINE, PROPOSED
MAJOR CONTOUR, EXISTING
MINOR CONTOUR, EXISTING
MAJOR CONTOUR, PROPOSED
MINOR CONTOUR, PROPOSED
ENCLOSURE, EXISTING
CONTROL POINT
BOLLARD, EXISTING
GATE VALVE, EXISTING
GAVE VALVE, PROPOSED
SANITARY SEWER MANHOLE, EXISTING
WATER METER, EXISTING
REMOVE EXISTING DG AND PAVEMENT
REMOVE EXISTING CONCRETE SIDEWALK
REMOVE TREE
W
W
DEMOLITION NOTES
1. EXTENTS OF EXISTING SURFACE AREAS AND MATERIALS TO BE REMOVED ARE SHOWN ON
SHEET C01 IN PLAN VIEW AND HATCH LEGEND FOR NEW CONCRETE, PLANTING BEDS, AND DG.
2. ALL ITEMS SHOWN AS REMOVED SHALL BE REMOVED AND DISPOSED OFFSITE UNLESS
OTHERWISE SPECIFIED
2/8/2024
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OF
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DEMOLITION PLAN
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E. DAVIDO
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VAN NESS AVENUE RETAINING WALL
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SAN FRANCISCO MARITIME NATIONAL HISTORIC PARK
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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GENERAL CIVIL NOTES
1. CONTRACTOR TO RECYCLE/DISPOSE OF ALL WASTE MATERIAL PER SECTION 017419 OF THE
PROJECT SPECIFICATIONS.
2. MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT
ACTIVELY IN PROGRESS AND DURING NON-WORK HOURS.
3. LIMIT CONSTRUCTION ACTIVITY TO THE HOURS BETWEEN 0700 TO 1700 MONDAY THROUGH
FRIDAY.
4. CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC SHALL BE KEPT TO A
MINIMUM. SCHEDULE ACTIVITIES REQUIRING CLOSURE TO THE PUBLIC WITH THE CO AT LEAST
7 DAYS IN ADVANCE.
5. CONTRACTOR SHALL CONTACT DIG ALERT AND FIELD VERIFY ALL UTILITIES PRIOR TO
EXCAVATION. DIAL 811 OR 1-800-227-2600 BEFORE YOU DIG.
6. SPACE WILL BE MADE AVAILABLE TO CONTRACTOR FOR STORAGE AND FOR A TEMPORARY
OFFICE IN PROXIMITY TO THE PROJECT AREA. CONTRACTOR SHALL IDENTIFY SPACE
REQUIREMENTS AND PROPOSE LOCATION OF STORAGE AND TEMPORARY OFFICE PRIOR TO
CONSTRUCTION. LOCATION IS SUBJECT TO REVIEW AND APPROVAL OF THE CO.
7. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS UNLESS OTHERWISE
NOTED.
8. EXISTING INFORMATION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND
GOVERMENT-SUPPLIED INFORMATION AVAILABLE AT TIME OF DESIGN. VERIFY ALL EXISTING
CONDITIONS, PRIOR TO COMMENCEMENT OF WORK. NOTIFY THE CO IF ANY DISCREPANCIES
ARE DISCOVERED.
9. WHEN A DETAIL IS IDENTIFIED AS "TYPICAL," APPLY DETAIL FOR CONSTRUCTION OF EVERY LIKE CONDITION, EVEN IF REFERENCE TO THE DETAIL IS NOT REPEATED IN EVERY INSTANCE.
IN CASES OF CONFLICT BETWEEN A SPECIFICALLY REFERENCED DETAIL AND A TYPICAL
DETAIL, SPECIFICALLY REFERENCED DETAIL SHALL GOVERN.
10. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE
PROPERTY OF THE GOVERNMENT.
11. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION, IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED TRAFFIC
CONTROL PLAN.
12. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, AND ANIMALS, AND OTHER
NATURAL RESOURCES DURING CONSTRUCTION. CONFINE CONSTRUCTION OPERATIONS TO
MINIMUM PRACTICAL AREA. IN NO CASE SHALL CONSTRUCTION OPERATIONS EXTEND BEYOND
LIMITS OF CONSTRUCTION INDICATED WITHOUT PRIOR APPROVAL BY THE CO.
13. CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED,
UNDER-AN-ACRE POLLUTION PREVENTION PLAN AND TEMPORARY EROSION AND
SEDIMENTATION CONTROL PLAN.
14. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS DURING
CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT THE REDLINE DWGS TO THE CO FOR
REVIEW/APPROVAL.
15. ALL NEW CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH LOCAL, STATE, AND
FEDERAL REQUIREMENTS FOR CODE COMPLIANCE.
LEGEND
WATER LINE, EXISTING
WATER LINE, PROPOSED
MAJOR CONTOUR, EXISTING
MINOR CONTOUR, EXISTING
MAJOR CONTOUR, PROPOSED
MINOR CONTOUR, PROPOSED
ENCLOSURE, EXISTING
CONTROL POINT
BOLLARD, EXISTING
GATE VALVE, EXISTING
GAVE VALVE, PROPOSED
SANITARY SEWER MANHOLE, EXISTING
WATER METER, EXISTING
REMOVE EXISTING DG AND PAVEMENT
REMOVE TREE
W
W
A
FROM ELEVATION SHOWN
TAKEN
SECTION
C3C1 A
FROM
DETAIL
TAKEN
C1 C3
IDENTIFICATION
LETTER
SECTION
ON SHEET C3
DETAIL SHOWN
AREA OF DETAIL
LETTER
WHEN SECTION
IS SHOWN ON
DIFFERENT SHEET
IDENTIFICATION
IS SHOWN ON
WHEN SECTION
SAME SHEET
DETAIL
SECTION
SECTION SHOWN
ON SHEET C3
C3C1 C3
IDENTIFICATION
A LETTER
SECTION
A
TAKEN
FROM
SECTION OR DETAIL IDENTIFICATION
SYMBOLS
ABBREVIATIONS
EX TOPW - EXISTING TOP OF WALL
EX BOTW - EXISTING BOTTOM OF WALL
TOPW - PROPOSED TOP OF WALL
BOTW - PROPOSED BOTTOM OF WALL
FG - PROPOSED FINISHED GRADE AT BACK OF WALL
EG - EXISTING GRADE
CONCRETE
PLANTING BED
UPPER VAN NESS PLANTING BED
3" DEPTH DECOMPOSED GRANITE (DG)
2/8/2024
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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E. DAVIDO
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E B
A
LL C
O U
R T
B O
C C
E B
A
LL C
O U
R T
EXISTING
SHED
BUILDING WALL
WHITE PAINT LINE AND RED FLAGS
(UNKNOWN ORIGIN)
CONCRETE CURBFOR PLANTER
OSW
GATE
EV
EV
STEEL PLATESIN CONCRETE SIDEWALK
WOODEN RETAINING WALL
TRASH
CAN
B E
N C
H B
E N
C H
B E
N C
H
TRASH CAN
CONCRETE
SIDEWALK
EXISTINGPLANTNG BED
ASPHALT
PAVING
EXISTINGPLANTNG BED
ASPHALT
PAVING
A S
P H
A
LT/D
G W
A
LK
W A
Y
DG SURFACING
2535 3132333436
FG 24.36
FG 24.21
FG 24.00
FG 24.19
FG 24.40
FG 24.65
FG 24.45 FL 24.39
FG 24.44
FL 24.15
FG 24.65
FL 24.59
FG 24.65
FG 25.15
FL 25.04
FG 25.10FG 25.12
FG 24.59FG 24.65
FG 24.70
FG 36.01
FG 36.76
FG 37.96
FG 39.78
FG 41.54
FG 42.88
FL 36.35
FL 36.70
FL 37.90
FL 39.72
FL 41.48
FL 42.82
TOC 36.85
TOC 37.20
TOC 38.40
TOC 40.22
TOC 41.98
TOC 43.32
FG 34.88
FG 36.00
FG 36.73
FG 37.72
FG 38.74
FG 40.22
FG 41.98
FG 43.32
FL 34.80
FL 36.04
FL 36.65
FL 37.60
FL 38.65
FL 40.11
FL 41.88
FL 43.00
FG 36.28 FG 30.50
FG 30.50
FG 30.50
FG 30.50
FG 30.50
FG 30.50
FG 36.28
FG 36.28
FG 36.28
FG 30.50
FG 30.50
FG 30.50
FG 30.50
2.00% 3.00'
0.43% 13.98'
1.
.6 4'
0.
.1 2'
0.69%21.65'
1.75%3.43'
1.72% 15.23'
1.
.4 3'
1.
.9 5'
1.
.6 8'
1.
.6 7'
0.
.1 3'
50.00% 11.56'
0.
.6 3'
0.85% 15.63'
1.72% 3.23'
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
EG @ STREET LEVEL
EG @ BOCCE LEVEL
EXISTING WOODEN RETAINING WALL
A-A SITE CROSS SECTION
C01 SCALE: 1" = 10'
A-A C01
KEY NOTES:
KEY NOTE: DETAIL/
SHEET
NEW RAILING FROM SOUTH END
OF NEW WALL TO NORTH END OF
EXISTING WALL
9/S04
REPLACE AC PAVING WITH
PLANTING BED -
REMOVE AND REPLACE OUTER
ROW OF CONCRETE SIDEWALK
TO ELECTRICAL VAULT AT
NORTH END
E/C02
NEW CONCRETE RETAINING
WALL 1/S04
NEW PLANTING BED G/C02
NEW DG SURFACING -
GRADE SLIGHT SWALE IN
CONCRETE WALK TO FLOW
NORTHERLY
NEW PLANTING BED W/ EROSION
CONTROL MATTING
F/C02 & I/C02
STRUCTURAL BACKFILL PER
GEOTECH REPORT -
NEW 468 SF 6" DEPTH CONCRETE
WALKWAY, SURFACING AND
SCORING AS DIRECTED BY
ENGINEER
128 LF 1.5" GALVANIZED
IRRIGATION WATER SERVICE TO
CONNECT TO EX WATER
SERVICE. CONTRACTOR TO
DETERMINE CONNECTION IN
FIELD
IRRIGATION WATER SERVICE
CONNECTION WITH STUB
THROUGH NEW CONCRETE
WALL WITH THREADED
GALVANIZED CAP FOR FUTURE
IRRIGATION WATER SERVICE.
ENGINEER TO DETERMINE
LOCATION IN FIELD
GRADE SLIGHT SWALE IN DG TO
FLOW NORTHERLY -
LEGEND
WATER LINE, EXISTING
WATER LINE, PROPOSED
MAJOR CONTOUR, EXISTING
MINOR CONTOUR, EXISTING
MAJOR CONTOUR, PROPOSED
MINOR CONTOUR, PROPOSED
ENCLOSURE, EXISTING
CONTROL POINT
BOLLARD, EXISTING
GATE VALVE, EXISTING
GAVE VALVE, PROPOSED
SANITARY SEWER MANHOLE, EXISTING
WATER METER, EXISTING
W
W
CONCRETE
PLANTING BED
UPPER VAN NESS PLANTING BED
3" DEPTH DECOMPOSED GRANITE (DG)
E C02
F C02
G C02
1/9/2024
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E. DAVIDO
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SAN FRANCISCO MARITIME NATIONAL HISTORIC PARK
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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E CURB AND SIDEWALK
C01 SCALE: NTS
NOTES:
1. TRANSVERSE JOINTS IN SIDEWALK SHALL EXTEND ACROSS THE ENTIRE WIDTH OF
THE WALK AT RIGHT ANGLES TO THE CURB LINE. THEY SHALL BE PROVIDED
ACROSS SIDEWALK AT THE POINTS OF BEGINNING AND END OF ALL CURB
RETURNS, AT SAWCUTS, AND ADDITIONALLY APPROX 30' APART. EXCEPT FOR THE
LOT LINE REQUIREMENTS, JOINTS SHALL BE LOCATED OPPOSITE A
CONSTRUCTION JOINT IN CONCRETE CURB.
2. JOINTS SHALL BE PLACED PER DETAIL J/C02, UNLESS OTHERWISE NOTED.
3. NEW CONCRETE SHALL CONFORM TO EXISTING AT THE NEAREST JOINT AND/OR
SAWCUT UNLESS APPROVED OTHERWISE.
4. AGGREGATE BASE SHALL BE PLACED, COMPACTED, AND EXTEND 1' BEYOND LIP
OF GUTTER PRIOR TO FORMING AND POURING CONCRETE.
5. CONTRACTOR TO SCORE ACROSS THE NEW 36" WIDE WALK TO MATCH PATTERN
OF EX SIDEWALK.
6" 1" 36"±
PLANTING BED
SOIL MIX
3/ 4"
R
6" CL 2 AB 6" PCC
2" R
6"
ELEVATION PER PLAN
SAWCUT EXISTING CONCRETE
SIDEWALK. EXPANSION JOINT
SHALL BE FULL DEPTH OF
CONCRETE W/ 1/4" THICK
FULL-DEPTH ASPHALTIC FIBER
PLACED BETWEEN
F RETAINING WALL PLANTING BED
C01 SCALE: NTS
G UPPER VAN NESS PLANTING BED
C01 SCALE: NTS
SUBSOIL SCARIFIED 6"
BELOW COMPOST AMENDED
LAYER (10" BELOW SOIL
SURFACE), AS DETERMINED
BY THE ENGINEER
GRASS SEED OR SOD
10"
6"
0"
SUBSOIL
25 - 30% BY VOLUME OF
COMPOST INCORPORATED
INTO SOIL TO 6" MIN DEPTH
2" TO 4" SMALL TO
MEDIUM REDWOOD
FIR BARK MULCH
10"
6"
0"
EROSION
CONTROL
MATTING 25 - 30% BY VOLUME OF
COMPOST INCORPORATED
INTO SOIL TO 6" MIN DEPTH
I C02
I EROSION CONTROL BLANKET
C02 SCALE: NTS
H C02
J STANDARD JOINTS FOR CONCRET SIDEWALK AND CURB
C02 SCALE: NTS
NOTES:
1. ADAPTED FROM CITY DETAIL 87,173 AND SECTION 204.07 FROM THE CITY'S
ENGINEERING STANDARD SPECIFICATIONS.
2. JOINTS MAY BE CONSTRUCTED BY:
2.1. PLACING THE CONCRETE AGAINST 1/4" THICK EXPANSION JOINT FILLER
MATERIAL SUITABLY SUPPORTED PERPENDICULAR TO THE SUBGRADE; OR
2.2. CUTTING A NEAT STRAIGHT LINE TO A MIN DEPTH OF 2", USING AN
APPROVED CONCRETE SAW; OR
2.3. FORMING A WEAKENED PLANE BY USE OF A 2" X 2" X 1/4" STEEL TEE: OR
2.4. USE OF A KEYED CONSTRUCTION OR "COLD" JOINT.
3. NO JOINT FILLER SHALL BE INSTALLED WHEN METHODS 2.2; 2.3; OR 2.4 ARE
EMPLOYED.
2/8/2024
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LATERAL EARTH PRESSURE
DEPTH (FEET) AT-REST ACTIVE PASSIVE WALL
0-25 55 PCF 33 PCF
240 PCF LOWER
100 PCF UPPER
DESIGN CRITERIA
CODE: CALIFORNIA BUILDING CODE - 2019 EDITION
GENERAL CONDITIONS
1. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE
DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. NOTIFY THE
ENGINEER/ARCHITECT IMMEDIATELY WITH ANY DISCREPANCIES.
2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,
THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK.
3. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS, SECTIONS
OR DETAILS WITHIN THE DRAWINGS.
4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE AND
PROCEDURES.
5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE
REFERENCED BUILDING AND ALL OTHER REGULATING AGENCIES,
EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK.
6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE
PRECEDENCE OVER GENERAL NOTES AND SPECIFICATIONS.
7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR
TO INSTALLATION.
FOUNDATION
1. FOUNDATION DESIGN PARAMETERS PER GEOTECHNICAL REPORT BY
GEOENGINEERS, DATED DECEMBER 22, 2022:
A. IBC SOIL SITE CLASSIFICATION..............C
B. FOOTING BEARING PRESSURE................2,500 PSI
C.
-SEISMIC LATERAL LOAD..............................12H PSF
-COEFFICENT OF FRICTION..........................0.400
2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS AND OTHER
RELEVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH
THE JURISDICTIONAL
REQUIREMENTS.
3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR
COMPACTED STRUCTURAL FILL. STRUCTURAL FILL IS TO BE COMPACTED
TO 95% DENSITY PER ASTM D-1557.
4. LIMIT THE MAXIMUM DURATION OF THE OPEN EXCAVATION TO 14 DAYS
OR SHORTER.
5. PERFORM EARTHWORK DURING DRY SEASON. BACKFILL THE
EXCAVATED AREAS IMMEDIATELY IN CASE OF RAIN TO AVOID FAILURE.
6. NO SURCHARE SHALL BE PLACED WITHIN 10 FEET OF THE EXCAVATED
AREAS.
CONCRETE
1. REFERENCE STANDARDS: ACI-301 AND ACI-318.
2. MINIMUM CONCRETE STRENGTH AT 28 DAYS:
FOOTINGS 3,000 PSI
FOUNDATION WALLS 3,000 PSI
3. AGGREGATE GRADING SHALL COMPLY WITH AASHTO #57 GRADATION
OR BETTER. PORTLAND CEMENT SHALL COMPLY TO ASTM C-150,
TYPE II.
4. PROVIDE AIR-ENTRAINMENT OF 5% +/- 1-1/2% FOR GARAGE SLABS
AND BASEMENT, FOUNDATION AND ALL WALLS EXPOSED TO THE
WEATHER.
5. COMPLY WITH ACI-301 FOR MIXING. DO NOT EXCEED THE AMOUNT OF
WATER SPECIFIED IN THE APPROVED MIX. PROPORTIONS OF
AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE
WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR
EXCESSIVE FREE SURFACE WATER.
6. COMPLY WITH ACI-301 FOR PLACEMENT. PROVIDE A 3 4 INCH CHAMFER
AT ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE
IN THE DRAWINGS.
7. MAXIMUM SLUMP TO BE 4" ± 1", TYPICAL. DO NOT ADD WATER TO THE
MIX TO INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET OR
HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED
ADMIXTURES.
8. COMPLY WITH ACI-305R FOR PLACEMENT IN HOT WEATHER AND
ACI-306R FOR PLACEMENT IN COLD WEATHER.
CONCRETE OR MASONRY ANCHORS
1. MECHANICAL ANCHORS ARE TO BE EITHER HILTI KWIK BOLT-TZ
ANCHORS, SIMPSON STRONG-BOLT OR SIMPSON TITEN HD ANCHORS.
ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR
IN THE FIELD.
2. EPOXY FOR THREADED RODS OR REBAR INTO CONCRETE OR SOLID
MASONRY IS TO BE EITHER HILTI HIT-RE 500-SD OR SIMPSON SET-3G.
ROD OR REBAR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE
DRAWINGS OR IN THE FIELD.
ABBREVIATIONS:
A. BOLT ANCHOR BOLT
A.F.F ABOVE FINISH FLOOR
ALT ALTERNATE
APPROX APPROXIMATE
BM BEAM
BOE BOTTOM OF EXCAVATION
B.O.O. BOTTOM OF OPENING
BTM BOTTOM
BRG BEARING
BTW BETWEEN
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
COND CONDITION
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
DIA DIAMETER
DIM DIMENSION
DL DEAD LOAD
EA EACH
EF EACH FACE
ELEV ELEVATION
EN EDGE NAILING
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EXIST EXISTING
FD FLOOR DRAIN
FDN FOUNDATION
FF FINISH FLOOR
FG FINISH GRADE
FLFR FLUSH FRAMED
FLR FLOOR
FT FEET
FTG FOOTING
FRT FIRE RETARDANT TREATED
FS FAR SIDE
GA GAUGE
GALV GALVANIZED
GLB GLUE LAMINATED BEAM
HDG HOT-DIPPED GALVANIZED
HORIZ HORIZONTAL
HT HEIGHT
I.F. INSIDE FACE
IN INCH
LL LIVE LOAD
MAX MAXIMUM
MECH MECHANICAL
MIN MINIMUM
MISC MISCELLANEOUS
NS NEAR SIDE
NTS NOT TO SCALE
O.C. ON CENTER
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
RAP RAMMED AGGREGATE PIER
REINF REINFORCING
REQ'D REQUIRED
SCHD SCHEDULE
SEC SECTION
SF SQUARE FEET
SIM SIMILAR
SPEC SPECIFICATIONS
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
T.O.O. TOP OF OPENING
TOS TOP OF STEEL
TOW TOP OF WALL
TS TUBE STEEL
TYP TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT VERTICAL
W/ WITH
WHS WELDED HEADED STUD
WOL WOLMANIZED
WTS WELDED THREADED STUD
WT WEIGHT
WWR WELDED WIRE REINFORCING
BAR
#3 #4 #5 #6 #7 #8
D
1 MAX.
6Ø b
135°
BEND
D
D
FOR STIRRUPS & TIESOFFSET
FOR REINF. BARS
D
D
D
D
4Øb or
2" MIN
Ø b
6" M
IN
3'' MIN.
4"
3"
4"
2"
4" 6''
MIN. BEND DIAMETER FOR REINF BARS:
D = 6*Øb FOR #8 AND SMALLER D = 8*Øb FOR #9 - #11 D = 10*Øb FOR #14 AND LARGER
BAR
#3 #4 #5 #6 #7 #8
D
2" 2"
2"
2"
4"
6''
MIN. BEND DIAMETER FOR TIES AND
STIRRUPS:
D = 4*Øb FOR #5 AND SMALLER D = 6*Øb FOR #6 - #8
6Øb 3" MIN.12Øb FOR #6 THRU #8
90°
BEND
MIN. BEND DIA AT
STIRRUPS AND TIES
MIN. BEND DIA AT
REINF BARS
90°
BEND
180°
BEND
REINFORCING STEEL
1. REFERENCE STANDARDS: ACI "DETAIL MANUAL" AND CRSI MANUAL OF
STANDARD PRACTICE.
2. MATERIALS:
A. REINFORCING STEEL: ASTM A615, GRADE 40 FOR #4 AND
SMALLER
ASTM A615, GRADE 60 FOR #5 AND
LARGER
B. WELDED WIRE REINFORCING: ASTM A82 AND A185, Fy = 75 KSI
3. LAP CONTINUOUS REINFORCING BARS PER REQUIREMENTS LISTED
BELOW, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS OR
HOOKS BARS (90 OR 180 DEGREE) AT THE END OF ALL HORIZONTAL
REINFORCEMENT IN WALLS. REFER TO NOTE 6 FOR BEND
REQUIREMENTS.
4. REINFORCEMENT COVER:
FOOTINGS 3 INCHES TO EARTH
2 INCHES TO FORMED SURFACE
SLABS 2 INCHES TO EARTH
FORMED SURFACE:
EXTERIOR FACE 11
2 INCHES, #5 BAR AND SMALLER
2 INCHES, #6 BAR AND LARGER
INTERIOR FACE 3
4 INCHES FOR SLABS AND WALLS
2 INCHES FOR BEAMS AND COLUMNS
5. REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL
ELEMENTS. (ACI 318-14 26.6.4.1)
6. REINFORCING STEEL BENDS AND HOOKS TO MEET ACI REQUIREMENTS
(PER 25.3.2).
Øb = BAR DIAMETER
SUMMARY OF SPECIAL INSPECTION
ITEM INSPECTION REQUIRED REMARK
GRADING AND EXCAVATION
VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING
CAPACITY; PERIODIC INSPECTION
REFER TO GEOTECHNICAL REPORTVERIFY EXCAVATION TO PROPER DEPTH; PERIODIC INSPECTION
VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT
THICKNESS DURING PLACEMENT AND COMPACTION OF FILL;
CONTINUOUS INSPECTION
REINFORCING STEEL
VERIFY PLACEMENT, COVER AND BAR SIZE; PERIODIC
INSPECTION REFER TO DRAWINGS
VERIFY GRADE; PERIODIC INSPECTION ASTM A615, GRADE 60
CONCRETE
VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN:
PERIODIC INSPECTION REFER TO STAMPED MIX DESIGN BY DCG
PLACEMENT OF CONCRETE, INCLUDES VERIFYING SLUMP AND
AIR CONTENT TESTS: CONTINUOUS INSPECTION REFER TO DRAWINGS
VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY:
CONTINUOUS INSPECTION REFER TO DRAWINGS
PERFORM CYLINDER STRENGTH TESTS RETAINING WALLS/FOOTINGS - 3,000 PSI
VERIFY GRADE; PERIODIC INSPECTION
INSPECTIONS
THE CONCTRACTOR IS RESPONSIBLE FOR ENSURING ALL TESTING AND
INSPECTIONS ARE PERFORMED BY THIRD PARTY OR ENGINEER OF RECORD,
INCLUDING THE FOLLOWING REQUIRED INSPECTIONS:
1. SOIL. VERIFY SUBGRADE IS COMPETENT NATIVE OR STRUCTURAL FILL
AND DOES NOT HAVE STANDING WATER PRIOR TO PLACEMENT OF
CONCRETE FOOTINGS.
2. CONCRETE INSPECTIONS REQUIRED FOR DESIGN MIXES SPECIFIED
GREATER THAN 3,000 PSI. TAKE CONCRETE CYLINDERS AS REQUIRED TO
VERIFY STRENGTH. VERIFY SLUMP IS WITHIN ALLOWABLE TOLERANCE.
3. REINFORCING. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE
WITH THE DRAWINGS. VERIFY REQUIRED COVER, BAR SIZE AND GRADE.
4. A SUMMARY OF INDIVIDUAL ITEMS WHICH REQUIRE SPECIAL
INSPECTIONS ARE INCLUDED IN THE TABLE BELOW:
REINF LAP/EMBED LENGTH SCHEDULE
BAR SIZE FOOTINGS
S0G WALL/COLUMN
FOOTING
DOWEL
EMBEDMENT
#4 30" 42" 8"
#5 36" 48" 10"
#6 48" 60" 12"
#7 66" 84" 14"
#8 72" 96" 16"
STEEL PILES
1. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE PILE DRIVING
MEANS AND METHODS INCLUDING EQUIPMENT AND PROCEDURES TO BE
USED FOR THE INSTALLATION OF THE DRIVEN STEEL PILES.
2. CARE SHALL BE TAKEN TO AVOID DAMAGE TO PILES DURING HANGLING
AND DRIVING OPERATIONS. PILE DRIVING EQUIPMENT TO BE USED BY
THE CONTRACTOR SHALL BE OF SUCH CAPACITY THAT THE
REQUIREMENT BEARING AND EMBEDMENT SHALL BE OBTAINED WITH
DAMAGE TO THE PILES.
3. CONTINUOUSLY MONITOR VIBRATIONS, SETTLEMENTS, AND
MOVEMENTS DURING PILE DRIVING TO PREVENT DAMAGE TO
PERMANENT STRUCTURES AND TO ENSURE STABILITY OF EXCAVATIONS
AND CONSTRUCTED SLOPES.
4. GEOTECHNICAL SPECIAL INSPECTOR SHALL BE CONTINUOUSLY
PRESENT DURING INSTALLATION OF THE DRIVEN PILES.
5. SPECIFICATIONS FOR DRIVEN STEEL PILES:
A. ALL PILES SHALL CONSIST OF ASTM A992 (Fy = 50,000 PSI)
SECTION PER PLAN
B. PILES SHALL BE DRIVEN IN NOMINAL SECTIONS AND CONNECTED
WITH COMPRESSION FITTED SLEEVE COUPLERS.
C. PILES AND THEIR ACCESSORIES SHOULD BE GALVANIZED FOR
CORROSION PROTECTION.
JOB SITE SAFETY
THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE
DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE
CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS,
TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM THE
WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER
SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION
NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE
PERFORMANCE OF THE WORK BY THE CONTRACTOR, SUB-CONTRACTOR
OR ANY PERSON ON THE SITE.
TIMBER LAGGING
1. MATERIAL: DOUGLAS FIR #2 OR BETTER
2. VOIDS BEHIND LAGGING SHOULD BE FILLED WITH CONTROL DENSITY
FILL (CDC). THE SAME DAY AS THE LAGGING INSTALLATION.
3. ALL PERMANENTLY EXPOSED LAGGING SHALL BE PRESERVATIVE
TREATED TO AWPA U-1 STANDARD TREATED TO GROUND CONTACT
(UC4A).
1/9/2024
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SAN FRANCISCO MARITIME NATIONAL HISTORIC PARK
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C C
E B
A
LL C
O U
R T
B O
C C
E B
A
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O U
R T
EXISTING
SHED
CONCRETE
SIDEWALK
BUILDING WALL
WHITE PAINT LINE AND RED FLAGS
(UNKNOWN ORIGIN)
CONCRETE CURBFOR PLANTER
OSW
GATE
EV
EV
STEEL PLATESIN CONCRETE SIDEWALK
WOODEN RETAINING WALL
TRASH
CAN
B E
N C
H B
E N
C H
B E
N C
H
TRASH CAN
A/E FIRM
CIVIL:
DCG, INC
SEATTLE, WA
KEY NOTES:
KEY NOTE: DETAIL/
SHEET
NOT USED -
NOT USED -
NOT USED -
CONTRACTOR TO LOCATE
UNDERGROUND ELECTRICAL
CONDUIT. CONDUIT NOT TO BE
DISTRURBED DURING
EXCAVATION
VERTICAL 3'-0" CUT AT EDGE OF
REMOVED SIDEWALK 1/S04
NEW DRIVEN H PILES ADJACENT
TO EXISTING 4X6 PILES AND
CONNECTED TO EXISTING
LAGGING
4/S04
NEW DRIVEN H PILES WITH
TIMBER LAGGING 14/S04
CONFIRM EXISTING ELECTRICAL
SUPPLY TO SHED AND
DECOMMISSION IF ACTIVE
1:1 MAXIMUM SLOPE CUT 1/S04
EXISTING WOOD LAGGING AND
PILES TO BE REMOVED AND
REPLACED WITH CONCRETE
WALL
1/S04
REMOVE AND REPLACE OUTER
ROW OF CONCRETE SIDEWALK
TO ELECTRICAL VAULT ON
NORTH END
VERTICAL CUT 1'-0" BEYOND THE
NEW RETAINING WALL FOOTING 1/S04
NOT USED -
NEW GUARDRAIL FROM SOUTH
END OF NEW WALL TO NORTH
END OF THE ADJACENT EXISTING
WALL
9/S04
EXISTING WOOD LAGGING AND
PILES TO BE ABANDONED AND
NEW CONCRETE RETAINING
WALL TO BE POURED IN FRONT
OF EXISTING WALL
1/S04
BOE = 22.00'
BOE = 32.28'
1/9/2024
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S04
C C
E B
A
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O U
R T
B O
C C
E B
A
LL C
O U
R T
EXISTING
SHED
CONCRETE
SIDEWALK
BUILDING WALL
WHITE PAINT LINE AND RED FLAGS
(UNKNOWN ORIGIN)
CONCRETE CURBFOR PLANTER
OSW
GATE
EV
EV
STEEL PLATESIN CONCRETE SIDEWALK
WOODEN RETAINING WALL
TRASH
CAN
B E
N C
H B
E N
C H
B E
N C
H
TRASH CAN
2535 3132333436
6'-23 4"
W6x12 PILE
ADJACENT TO EA
EXIST 4x6 PILE
TYP
TOW = MATCH EXIST.
TOW = 31.00'
TOW = 43.00'
TOF = 33.28'
TOF = 23.00'
FG = 24.44'
FG = 25.15'
#5X3'-0" AT 12" O.C.
DRILL AND EPOXY
6" MIN EMBED
2" EXPANSION JOINT
FILLER BETWEEN NEW
WALL AND NEIGHBORING
BUILDING
1/9/2024
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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S04
MAXIMUM SPACING OF SOLDIER BEAM
PER ELEVATION
2" BEARING MINTIMBER
LAGGING
PER
ELEVATION
W6x12
DRIVEN PILE
(2)20d NAIL FOR LAGGING TYP
4'-0" MAX
MIN 2"SQ NOM. POSTS
MIN 3 4"SQ NOM. PICKETS
MIN 21
2"x15
8" NOM. TOP RAIL
MIN 15
8"x3
4" NOM. BTM RAIL
4" GAP MAX
" M
IN
2" MIN
8"SQx1
4" BASE PLATE
W/ (4)WA377004SS
STAINLESS STEEL A. BOLT
BASE PLATE
RAILING NOTES:
1. LOADING REQUIREMENTS TO MEET 2019 CBC.
PROVIDE CALCULATIONS WITH SHOP
DRAWINGS.
2. GALVANIZED STEEL TO BE USED FOR ALL
RAILING MEMBERS.
3. DIMENSIONS AND SECTIONS FOR RAILING
MEMBERS ARE MINIMUM REQUIREMENTS.
RAILING MEMBERS THAT MEET THE
DIMENSIONS AND LOADING REQUIREMENTS
ARE ACCEPTABLE.
V A
R
IE
S
6"
8"3'-4" 4'-0"3"
C
LR(5)#5
2' -6
" M
IN
1' -0
3' -0
" M A
X V
E R
TI
C
A L
C U
T
3" C
LR
(5)#5 3'-4"8"6"
4'-6"
1' -0
3' -0
M
IN
V
A R
IE
S
6"
W6x12 DRIVEN PILE
ADJACENT TO
EA EXIST. 4x6 PILE
PER 4/S04
GRAVEL BACKFILL BTW
NEW WALL AND EXIST. WALL
#5V AT 9" O.C.
W/ 90° HOOK
LAP PER S01
#5V AT 9" O.C.
#5H AT 18" O.C.
2"Ø WEEP HOLES AT 8'-0" O.C.
#5H AT 9" O.C.
TRANS. BARS
#5H AT 12" O.C.
TRANS. BARS
#5V AT 6" O.C.
W/ 90° HOOK
LAP PER S01
#5V AT 6" O.C.
#5H AT 18" O.C.
2"Ø WEEP HOLES AT 8'-0" O.C.
RELEVEL AND REPLACE
REMOVED SIDEWALK
EDGE OF SIDEWALK EXCAVATION
PER PLAN
EXISTING GRADE
TO REMAIN
NEW SLOPE
PER CIVIL PLANS
NEW
PLANTING
BED
RAILING
PER 9/S04
FIELD VERIFY ELECTRICAL CONDUIT
PER KEYNOTE 4 ON SHEET S02
DRIVEN PILE
PER 16/S04
1 12" MIN BRG
3x TIMBER LAGGING
SEE 16/S04
L6x4x1
(2)20d TOE NAIL
EA LAGGING BOARD
25.40'
36.75'
4" CHAMFER
TOW PER PLAN
8" CLEAN GRAVEL IN FILTER FABRIC W6x12 DRIVEN PILE
EMBED 14'-0" MIN
ADJACENT TO EA EXIST. 4x6 PILE W/ 5 8"Øx5" LAG SCREW AT 12" O.C.
INTO EXIST. 4x6 PILE AND (2)3 8"Øx11
2" LAG SCREW
INTO EA EXIST. LAGGING
RIPPED INFILL BLKG
BETWEEN NEW W12x6 PILE AND EXIST. 4x6 PILE
EXIST. LAGGING
EXIST. 4x6 PILE
36'
38'
34'
32'
30'
28'
40'
42'
44'
36'
38'
34'
32'
30'
28'
40'
42'
44'
46' 46'
22'
24'
20'
18'
16'
14'
26'
28'
30'
32'
22'
24'
20'
18'
16'
14'
26'
28'
30'
32'
43.00' 43.00' 43.00'
17.00' 16.50' 32.00'
26.00' 26.50' 11.00'
W8x21 W8x21 W8x21
ESTIMATED TOP PILE
BTM PILE
PILE LENGTH
PILE SIZE
P1
P1
P2 P3
P2
P3
29.00'
7.50'
21.50'
W6x12
ESTIMATED TOP PILE
BTM PILE
PILE LENGTH
PILE SIZE
TYP
L6x4x1
PER 15/S04
S04
SCALE 1" = 1'-0"
S04
PILE CONNECTION DETAIL
SCALE 1/2" = 1'-0"
S04
NEW RETAINING WALLS SECTION
SCALE 3/4" = 1'-0"
S04
RAILING DETAIL
SCALE 3/4" = 1'-0"
S04
TIMBER LAGGING DETAIL
SCALE 1/2" = 1'-0"
S04
TIMBER LAGGING DETAIL
SCALE 1/4" = 1'-0"
S04
UPPER SHORING ELEVATION
SCALE 1/4" = 1'-0"
S04
LOWER SHORING ELEVATION
1/9/2024
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| Sheets and Views |
| COVER SHEET |
| G01 SURVEY CONTROL & EXISTING SITE PLAN |
| G02 DEMOLITION PLAN |
| G03 GENERAL NOTES LEGEND & ABBREVIATIONS |
| PLOT |
| C01 SITE AND GRADING PLAN |
| C02 CIVIL DETAILS |
| S01 GENERAL NOTES STRUCTURAL |
| S02 EXCAVATION PLAN |
| S03 STRUCTURAL PLAN |
| S04 DETAILS STRUCTURAL |
| Sheets and Views |
| G01 SURVEY CONTROL & EXISTING SITE PLAN |
| Sheets and Views |
| G02 DEMOLITION PLAN |
| Sheets and Views |
| G03 GENERAL NOTES LEGEND & ABBREVIATIONS |
| PLOT |
| Sheets and Views |
| C02 CIVIL DETAILS |
File details come from the government source that posted it. Updated .