Exhibit_A-2_Plans.pdf
PDF 6 MB Posted
- Attached to
- C5613245-D Synthetic Turf Installation
- Solicitation number
- 0000038478
About this file
This is an architectural floor plan and detail drawing document prepared for the California Department of Corrections and Rehabilitation (CDCR) San Quentin Rehabilitation Center (SQRC) Upper Yard Phase 2 project, located at 100 Main Street, San Quentin, California 94964. The plans detail the ground level and guard walk level layouts for a multi-purpose outdoor facility encompassing approximately 6,000 square feet and featuring two synthetic turf areas, a dog run, outdoor dining space, playground, and various amenities. The project includes the installation of synthetic turf overlay on decomposed granite, concrete pavement in multiple colors (dark gray, light gray, beige, and natural color), seat walls, planter benches, ADA-compliant drinking fountains and sinks, stainless steel screens and plumbing chases, fencing, a collapsible stage, gazebo, barbeque facilities, exercise equipment, and exterior furniture. The plans are dated 02/26/2025 with revisions through 09/04/25 and carry approval from the Office of the State Fire Marshal with designations for fire and panic only. The document indicates that final approval is subject to field inspection and that one set of approved plans exists under reference number 24-4640 TBB.
The architectural drawings provide comprehensive detail specifications for construction, including synthetic turf installation methods with perforated drainage pipes, compacted stone aggregate, decomposed granite infill, isolation joints, and mechanical fastening to existing concrete slabs. Slope and drainage requirements are specified, with maximum running slopes of 1:20 and cross slopes of 1:48 for accessible routes requiring a minimum clear width of 48 inches. Detailed cross-sections illustrate multiple construction conditions including seat wall installations over concrete slabs and at concrete edges, fence configurations at the dog run and elevation changes, tree planters, and nailer placements at turf seams. The project is identified as part of the CDCR Correctional Construction Mentorship (CCM) Program under Bid Number C5613245-D, with contract compensation to be determined by rates specified in Exhibit B-1, the Public Works Rate Sheet, encompassing all labor, travel, per diem, materials, supplies, transportation, tools, insurance, permits, licenses, bonds, and related expenses.
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Other files
| File | Type | Posted |
|---|---|---|
| 26-30520-000_-_IFB.pdf | ||
| Specifications.pdf | ||
| Exhibit_A-1_Specifications.pdf |
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Text version
DN UP
UP
110-A
± 20' - 0"± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0"± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0"
± 300' - 0"
26a 26b 26c
10 10
SYNTHETIC TURF
MULTI-PURPOSE
AREA
SYNTHETIC TURF
DOG RUN
OUTDOOR DINING
PLAYGROUND
1:
D N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
B
A 2.
A 2.
/2 A2.4
/3 A2.3
MATCHLINE
M A T C H
LI
N E
± 15' - 2 1/4"± 77' - 0 3/4"100' - 0" 40' - 0"
30' - 0" ± 35' - 0 1/2"
28' - 0"
4' - 0"
4.
7 5
M
A X
D N
4.
7 5
M
A X
D N
4.
7 5
M
A X
D N
4.
7 5
M
A X
D N
4.
7 5
M
A X
D N
17 17
M
IN
VERIFY IN FIELD
MATCH LANDING WIDTH
± 12' - 4"
LEGEND
DARK GRAY CONCRETE PAVEMENT
LIGHT GRAY CONCRETE PAVEMENT
BEIGE CONCRETE PAVEMENT
NATURAL COLOR CONCRETE PAVEMENT
ARTIFICIAL TURF
SOIL
EXISTING CONCRETE SLAB UNDERNEATH
ORNAMENTAL TREE (OFOI)
ADJACENT BUILDING
BACKFLOW PREVENTER
OPEN TO
BELOW,
TYP
± 20' - 0"± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0" ± 20' - 0"
± 300' - 0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
B
7 7
R E V
IT
F
IL
E
DATE:
SHEET NUMBER
A
B
C
D
E
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
OF SHEETS V3
ARCHITECTURE & ENGINEERING
CALIFORNIA DEPARTMENT OF
CORRECTIONS AND REHABILITATION
CALIFORNIA DEPARTMENT OF
CORRECTIONS AND REHABILITATION
ACCESS COMPLIANCE REVIEW
APPROVAL OF THIS PLAN DOES NOT AUTHORIZE
OR APPROVE ANY OMMISION OR DEVIATION
FROM APPLICABLE REGULATIONS
LOYD ROLLE
SUPERVISING ARCHITECT
SHAN LI
SENIOR ARCHITECT
D L S \ S
Q R C
\2 -0
\0
D
R A W
IN
G
S \3
A A ct iv e D ra w in g s \2
-0
S
Q R C
.r v t
/2
/2
:4 :1
P
M
A2.1
F L O
O R
P L A N
02/26/2025
S Q
R C
U P P E R
Y A R
D P
H A S E
24-026
S A N Q
U E N T
IN
R E H A B
IL
IT
A T
IO
N C
E N
T E R
M A
IN
S T , S
A N
Q U
E N T
IN
, C A
SQRC1/16" = 1'-0" GROUND LEVEL FLOOR PLAN 2
01 PLANTER BENCH, TYP
02 ADA-COMPLIANT HIGH-LOW DRINKING FOUNTAIN
04 48" HIGH 14-GA STAINLESS STL PREA SCREENS, TYP, SEE STRUCTURAL
DWGS
05 ADA-COMPLIANT SINK
06 14-GA PERFORATED STAINLESS STEEL SCREEN, HEIGHT TO MATCH
MODULAR BUILDING 110-A
07 4' H STAINLESS STEEL PLUMBING CHASE, SEE STRUCTURAL DWGS
10 (N) DOWNSPOUT
11 SEAT WALL CONSTRUCTION JOINT, TYP
13 SURFACE MOUNTED RECEPTACLES, SEE ELECTRICAL DWGS
17 ACCESSIBLE ROUTE WITH A CLEAR WIDTH OF 48" MIN. THE RUNNING
SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE
CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN
1:48.
18 (N)DRAIN INLET,TYP, SEE CIVIL DWGS
19 (N) TRENCH DRAIN, SEE CIVIL DWGS
61 EXTERIOR FURNITURE, OFOI, TYP
62 EXERCISE EQUIPMENT, OFOI, TYP
63 COLLAPSIBLE STAGE, OFOI, TYP
64 GALVANIZED STEEL CHAIN LINK FENCE W/ BLACK COATING, OFOI, TYP
65 GAZEBO, OFOI, TYP
66 BARBEQUE GRILLE, COUNTER, SINK, AND ACCESSORIES, OFOI, TYP
81 (E) OUTLINE OF STRUCTURE ABOVE
82 (E) GUARD WALK ABOVE
83 (E)GUARD WALK W/ (N) PAINT
84 (E)GUARDRAIL W/ (N) PAINT
85 (E) CMU RICOCHET WALL
87 (E) CONCRETE SLAB EDGE. CONTRACTOR TO VERIFY LOCATION IN FIELD
88 PATCH AND PAINT GUARD WALK AND GUARDRAIL AFTER STATION
REMOVAL
89 (E)WATER VALVE AND VALVE BOX. EXTEND TO FINISH GRADE. SEE
DETAIL 12/A3.3
KEYNOTE
1/16" = 1'-0"GUARD WALK LEVEL FLOOR PLAN 3
REV. DATE: DESCRIPTION
1 06/27/25 CB-01
7 08/26/25 CB-07
V4
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
09/04/25
APPROVED FIRE AND PANIC ONLY
Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans
24-4640
TBB
California Department of Corrections and Rehabilitation (CDCR) Plans
Bid Number C5613245-D Exhibit A-2
Page of 2
8" 6"
PERFORATED DRAINAGE
PIPE, SEE CIVIL DWG FOR
LOCATION
COMPACTED CLEAN
STONE AGGREGATE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
(E) CONCRETE
SLAB
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD
IN POSITION
(N) 2"
CONCRETE
OVERLAY
ISOLATION
JOINT
3/4" CHAMFER
BOTH SIDE
M
A X
M
IN
SEE STRUCTURAL
DWGS
S L E E V E D
E P T H
6" 8" 6"
COMPACTED CLEAN
STONE AGGREGATE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
(E) CONCRETE
SLAB
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD
IN POSITION
3/4" CHAMFER
BOTH SIDE
DOG RUNSYNTHETIC TURF 2
SEE STRUCTURAL
DWGS
M
IN
M
A X
#4 CONT @ 12" OC MAX,
SPACED EVENLY ALONG
ALL FACES, TYP
S L E E V E D
E P T H
#4 BENT DOWELS @ 12"
OC MAX, TYP
1' - 0"
TURF SEAM
PERFORATED DRAIN PIPE
WHERE OCCURS, SEE CIVIL
DWG FOR LOCATION
COMPACTED CLEAN STONE
AGGREGATE
2" DECOMPOSED GRANITE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
(E) CONCRETE SLAB
SEE STRUCTURAL DWG
SEATWALL
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD
IN POSITION
1' - 0"
TURF SEAM
PERFORATED DRAIN PIPE
WHERE OCCURS, SEE CIVIL
DWG FOR LOCATION
COMPACTED CLEAN STONE
AGGREGATE
2" DECOMPOSED GRANITE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
SEATWALL BEYOND
SOIL
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD
IN POSITION
SEE STRUCTURAL DWG
WEED BARRIER
1' - 3" 6"
M
IN
M
A X
PERFORATED DRAINAGE
PIPE, SEE CIVIL DWG FOR
LOCATION
COMPACTED CLEAN
STONE AGGREGATE
2" DECOMPOSED GRANITE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
(E) CONCRETE SLAB
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD IN
POSITION
(N) 2"
CONCRETE
OVERLAY
SEE STRUCTURAL
DWG
ISOLATION
JOINT
SLOPE TO DRAIN
3/4" CHAMFER
BOTH SIDE
1' - 3" 6"
M
IN
M
A X
PERFORATED DRAIN PIPE,
SEE CIVIL DWG FOR
LOCATION
COMPACTED CLEAN STONE
AGGREGATE
2" DECOMPOSED GRANITE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
SOIL
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD
IN POSITION
CONCRETE
SIDEWALK
WEED BARRIER
(E) CONCRETE SLAB
WHERE OCCURS
SEE STRUCTURAL DWG
ISOLATION
JOINT
SLOPE TO DRAIN
3/4" CHAMFER
BOTH SIDE
1' - 3" 6"
M
IN
M
A X
COMPACTED CLEAN
STONE AGGREGATE
2" DECOMPOSED GRANITE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
(E) CONCRETE SLAB
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD IN
POSITION
(N) 2"
CONCRETE
OVERLAY
SEE STRUCTURAL
DWG
ISOLATION
JOINT
SLOPE TO DRAIN
3/4" CHAMFER
BOTH SIDE
1' - 3" 6"
M
IN
M
A X
COMPACTED CLEAN STONE
AGGREGATE
2" DECOMPOSED GRANITE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
SOIL
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD
IN POSITION
CONCRETE
SIDEWALK
WEED BARRIER
(E) CONCRETE SLAB
WHERE OCCURS
SEE STRUCTURAL DWG
ISOLATION
JOINT
SLOPE TO DRAIN
3/4" CHAMFER
BOTH SIDE
8" 6"
COMPACTED CLEAN
STONE AGGREGATE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
(E) CONCRETE
SLAB
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD
IN POSITION
(N) 2"
CONCRETE
OVERLAY
ISOLATION
JOINT
3/4" CHAMFER
BOTH SIDE
M
A X
M
IN
SEE STRUCTURAL
DWGS
S L E E V E D
E P T H
1' - 3"
M
IN
M
A X
PERFORATED DRAINAGE
PIPE, SEE CIVIL DWG FOR
LOCATION
COMPACTED CLEAN
STONE AGGREGATE,
WRAP W/ LANDSCAPE
FABRIC
(E) CONCRETE SLAB TO
BE REMOVED
(N) 2"
CONCRETE
OVERLAY
SEE STRUCTURAL
DWG
ISOLATION
JOINT
SLOPE TO DRAIN
3/4" CHAMFER
BOTH SIDE
SOIL
8"
1' - 3" 6"
M
IN
M
A X
PERFORATED DRAINAGE
PIPE, SEE CIVIL DWG FOR
LOCATION
COMPACTED CLEAN
STONE AGGREGATE
2" DECOMPOSED GRANITE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
(E) CONCRETE SLAB
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD IN
POSITION
FIRE LANE,
SEE CIVIL
DWG
SEE STRUCTURAL
DWG
ISOLATION
JOINT
SLOPE TO DRAIN
3/4" CHAMFER
BOTH SIDE
SOIL
1' - 3" 6"
M
IN
M
A X
PERFORATED DRAIN PIPE,
SEE CIVIL DWG FOR
LOCATION
COMPACTED CLEAN STONE
AGGREGATE
2" DECOMPOSED GRANITE
INFILL SAND
SYNTHETIC TURF
BACKING W/ PERFORATIONS
SOIL
ADHERE TURF TO
CONCRETE
MECHANICALLY
FASTEN TO HOLD
IN POSITION
FIRE LANE,
SEE CIVIL
DWG
WEED BARRIER
(E) CONCRETE SLAB
WHERE OCCURS
SEE STRUCTURAL DWG
ISOLATION
JOINT
SLOPE TO DRAIN
3/4" CHAMFER
BOTH SIDE
1" = 1'-0"SEAT WALL O/ CONC SLAB W/ PIPE 11" = 1'-0" SEAT WALL AT CONC EDGE W/ PIPE 4
1" = 1'-0" NAILER AT TURF SEAM O/ CONC 8
1" = 1'-0" NAILER AT TURF SEAM O/ DIRT 71" = 1'-0" FENCE AT DOG RUN W/ PIPE 10
1" = 1'-0" FENCE AT ELEVATION CHANGE 9
R E V
IT
F
IL
E
DATE:
SHEET NUMBER
A
B
C
D
E
F
G
H
J
K
L
M
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
OF SHEETS V3
ARCHITECTURE & ENGINEERING
CALIFORNIA DEPARTMENT OF
CORRECTIONS AND REHABILITATION
CALIFORNIA DEPARTMENT OF
CORRECTIONS AND REHABILITATION
ACCESS COMPLIANCE REVIEW
APPROVAL OF THIS PLAN DOES NOT AUTHORIZE
OR APPROVE ANY OMMISION OR DEVIATION
FROM APPLICABLE REGULATIONS
LOYD ROLLE
SUPERVISING ARCHITECT
SHAN LI
SENIOR ARCHITECT
D L S \S
Q R C
\2 -0
\0
D
R A W
IN
G
S \3
A A ct iv e D ra w in g s \2
-0
S
Q R C
.r v t
/6
/2
:4 :4
A
M
A3.2
D E T A
IL
S
02/26/2025
S Q
R C U
P P E R Y
A R
D P
H A S E
24-026
S A N Q
U E N T
IN
R E H A B
IL
IT
A T
IO
N C
E N T E R
M A
IN
S T , S
A N
Q U E N T
IN
, C A
SQRC
1" = 1'-0"SEAT WALL O/ CONC SLAB 21" = 1'-0" SEAT WALL AT CONC EDGE 51" = 1'-0" FENCE AT DOG RUN 11
1" = 1'-0" TREE PLANTER O/ CONC SLAB 12 1" = 1'-0"SEAT WALL AT JOINT W/ PIPE 31" = 1'-0" SEAT WALL AT JOINT W/ PIPE 2 6
REV. DATE: DESCRIPTION
7 08/06/25 CB-0707/08/15/2508/26/25
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
09/04/25
APPROVED FIRE AND PANIC ONLY
Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans
24-4640
TBB
California Department of Corrections and Rehabilitation (CDCR) Plans
Bid Number C5613245-D Exhibit A-2
File details come from the government source that posted it. Updated .